SW8980611_Approved Plans_20010326

REVISIONS
Description I By
POND
stir °p 100° ETBACK
F,pA f`
P D
ONO ��•-- _✓''' <}, .1'� \
I
w { �,
PS�Q �� F GRASS SWALE WITH 5:1 MAXIMUM7 SLOPES
Iffs EXISTING D.L�
o INTERROLL RIM 32. �' '' FI HYD. A5kSY. s \
a�
MAP BOOK 28 PAGE 52 INV 85
L_ n C A T I a N MAP .,/�iti
CONCRETE CURBING (TYP)
STONE CHECK DAM / �. / ,,-',.rs ... ,,,..--.---• ,, >;•. .; • -� '
GRASS SWALE WITH 5:1 � 4' `f%' . :' '� '� � D.I. NO.1
MAX. SIDE SLOPES \
RIM 32.9
INV 29.69
art
EXISTING-d.I.RIM 32.80
$ .i''` 2 � S !ram-�.-'ij ----••'`�1 2 t
\\,
0.35'' �, , \ EXISTING
APPROXIMATE LOCATION ,D - 4 \ h
SAWCUT EXISTING ,i; \ `� 24 RCP FES P 1 5
OF 8 WATER LINE \
T AND RESTORE FIRE HYD. ASSY. WATER. '� , : 1 3 INV.=29.53
ASPHALT VAOZ . /. i 0 i 3 \ �_ FOREBAY NO. 2 \
TO ORIGINAL CONDITION /
n n MA:
EXISTING GRADE ALONG °`• �``'r `
1 8 X8 TEE AC WITH NEW ASPHALT /'. r� / %: / { / ' ;" \\ \��` `^�°
O CULDES TEMPORARY ••
(1)8-GATE VALVE DRIVE. ./ ! ti'
" SILT FENCE �; t , \R \ \ ' \j Vol
(1)8 X12 INCREASER 0r1.4
EXISTING TEMPORARY _
GRAVEL CONSTRUCTION
� 5 •"� S.��~j• � �� � . �\ � OUTLET STRUCTURE \
ENTRANCE :/ <, /' p RGQi 3� ��_ 5 \\ ��� TOP OF BANK 32.00 �
(SEE DETAIL) LAN CAPE /T•; /'� i 0 �2�1 \ 0 \ °� \\�`�\ �ti\ FLOOD POOL 30.50
NORMAL POOL 29.50
BOTTOM 25.50
G SS MANHOLE k wM t,, �.�
S� RIM 34.74� EXIS7��G 0 9 \
APPROXIMATE LOCATION , �'G l 8It�1V.=30.60 �� 1y, 0�\ �i
OF, 8 WATER LINE ` �,� "WA Zip
J R of 2 --c Ft EXISTING 8 PVC PE THRO GHnO
\ \
,--, CA �\ ❑ b I $ �' CONCRETE -R NING WALL 18 \ ,; n ' '.
- 3 O/�50 INV.=30.8 <�
,� EXISTING 18 RCP ®0.50 a a
ISTING 30' RETAINING WA D.I.D.L N0.2 \
`� S� f'' `� Q3i' .. ' ..•.... EXISTING RIM \ \
\ ��
N L / ISTING CONCRETE `LO ING DOCK 18 RCP FES
� 3
Q CP E �• �,, 3 ! � \ INV , t 8.00
EXISfIN6 \ s � : W 10 X15 X15
vW 1 N,m 4 0 ka �� yq
.... ; p \ Vr� m ENERGY DISSIPATOR r
p,GK
•s��-� ;��yfi 8 cH=1o5.A , ® �2 \ �, ; °: �. ; ° :• ^�a�• EXI NG PHASE 1 BUILDING 1 \ � � , oI
�' '� �� � a''� • '. JUNC ON BOX
W A CESS 000 SF \ '�
k \ v., • pc
75,y \ \
_35.00
, \
0
\\' 40 X8 X8 C NCRETE
N 21PVG \N BU P�-� ,� :��; .'.�. \ BUILDING HEIGHT=2$ �, \ \ 0 �.."� A
"SOR 35 - -- - - p.5��'N ,� • • r1\. PAD UMBER ORAGE
: \GE L O T 10 0
V . EXISTTING 18 PP 9,76 ACRES 180 q
ROOFS DRAIN 5� "
1.�o LF 18 12 � \
RCP SD ® 50% 80 \ \
1)12"X8"TEE p , •-35.0 %t TSB ga .. '�o .� \., FEN ® k5
( \ S S ,� \ r \ 8 LIN TO BE EQUIPED \ \FA 0
P 1 8nGATE VALVE �r8 nM , k
C) ACK � � � ,ls \ _. ;� . _ � � \ \ W/FEBCO ODEL#806DLDA •
R APPROVEP EQUIVALENT �
_ ...
_- �n r r
@ _ {� __.. _ \ e - � •, E r S Ll_ IA,,.,.A• iNV:v1 v ,
N ' ♦ \ \ \
�\\ � y � \\ ti,-�� \ ADD ,STONE 0 E.::,oTIN.� SPILLWAY UN I IL ,�� �PtAl
\ rn r \ \ \ �`' 16 20 DO R "' �' . \\ `1 �r' 9 9 o
EXISTING D.I. s \ Y� X 0 \ ;' �.\ N FILTER FABRIC IS COVERED AND STONE L�QYER IS STABLE.
I \' 1 1 2" METER .W BACKFLOW ;PREVENTION RIM 33.00 sr \ \ (TYP) g
w 3 / / . INV 30.70 G' \ O'X20'x6" 0 9. (`� o\ \
e
\ 0 CRET Al
.N
\ i FOREBAY N0. 1
r VT
_ v � EXISTING TEMPORARY � \ \ MPRES OR D \
'sTOR
� a\ E S F` o
SILT FENCE \ to 1
\ IRE HY ASSY.
NOTE.ROOF LEADERS SHALL TIE p 0
•. .� , ..• . ,.. ..•• �'. �, \ ti. 18" RCP FES It•IV.=29.50 - • ��
o INTO UNDERGROUND PIPE �, \ , �(: �aG , \ W/10 X15 X15 ;ENERGY DISSIPATOR
v \ P \ ® NCDOT CLASS A' EROSION CONTROL` STONE \
1 e O r 78 �O
t erg _ _
,.
\, \ �, NEW 24 : CPP FES INV.=29.55
W/ 10 X15 X15 ENERGY DISSIPATOR ; _
I
\ ��s�s NCDOT CLASS B EROSION CONTROL ipRJ
r TIE INTO EXISTING 12 ~
e \ �•` :.:.. 00
PHAS . 2 FUTURE .BUILDING: EX ANSLON' �,� \ \ / 1 " f Q STONE \
LINE -,AT EXISTING 12 MAP BOOK 35 PAGE 382 �. . \ : 32 ��, / ra
x , 6 \ \ . � '.. - 40 000• -SF r'; ROCP 'SD ® 0.50�
GATE VALE EXISTING D.I. ���\`� _ ' n�'f, \ ` J' TEMPORARY
APPROVg
�'� , FF-35.00 .. l A�1w
:`
\ RIM 34.0 rur,42.
SIL'( FENCE �t •�
o INV 30.56 e t\� . 32 ICJ _ , • . �{� A � ENT A4Ma j �3 n,
� XIMAT LOCATION- a 6 • . •.\, BCJI G HEIGHT-28
w �APPRO„ E e \ • ' TER QUALITY
` DROP .1N \ 1I�✓,
` \ f N�� _30 0 \
F 12 WATER LINE ! �, : ��. f. _ \ �
30 25 X25 DUMPSTER PAD /f ;�`
STONE CHECK DAM 8orrnwatsf POrmit No
Eclr�r as
`� CeSSr�IrY y ��_r � � `✓ o �\ \\ ' '```,•.:.,,4 3,- '• .� `� \ ti�'J•oo 0 �
25' NATURAL VEGETATION \ J ti \ Q) !' C7 c'J
SCREEN TO COMPLY WITH c,0
ZONING ORDINANCE SECT.59.6
\ \ EXISTING OUTLET FOR 1.. \ n SPECIAL HIGHWAY OVERLAY DIST.)
24 CPP TO BE PROTECTED e \
\
100' S ACK
W/10'X20'X18' : L ` � • • • `�' � ' •-,.`' FUTURE 24"CPP 00.207.
�n \\� EXISTING 3:1 SWALE TO BE SLOPED \
�\ ENERGY DISSIPATOR / \
< `.� STABILIZED UNTIL FUTURE PIPE IS INSTA D /y�Q
\ P D
� 1 �� •,-...r RIM FUTURE34.0 D.I.
INV 30.22 e '•, 1 x, h`' f
\ ' EXISTING TEMPORARY
! ��• t SILT FENCE �' ♦„ �\ f r �
LOT 102
,A i MAP BOOK 35 PAGE 382 �%.
is ....1 �C3, ^Q STONE CHECK DAM
fi LEGEND
&)cd1q i
19 EXISTING CONTOURPD
Ec.s3 EXISTING SPOT ELEVATION SETBACK
i �`'` .. SF 122.91
PROPOSED SPOT ELEVATION I
\ N 81•S1'41' W
I
i DROP INLET w/INLET PROTECTION' _ _ zo' DRAINAGE
----- STORMWATER RUNOFF DIRECTION EASEMENT
Sw LO lCJ
0 I i a
co cr)
W
I Z
® 0 G) w
tw 0)
Cd @
SEAL
17374 C -
on
! \ NOTES:
.�.._ SWALE 1.) NO CONSTRUCTION TRAILERS TO BE USED '?- 5
ON THIS SITE. DESIGNED FOR:
CONCRETE AREA I \ • . DATE 02-01-01
2.) LOT COVERAGE IS% IMPERVIOUS. s ; THERMA-TRU CORP., HMF DIVISION :..
NO WETLAIj'DS EXIST ON SITE ~` _ / 2501 NORTH CHASE PARKWAY SE DESIGN PGT f
( ) LANDSCAPING w/AREA
/ WILMINGTON, NC 28405 DRAWN KAP
mm ,
LIMITS OF DISTURBANCE
`� •� I f
TSF X TSF X TSF TEMPORARY SILT FENCE \
fSME PLAN
- t,
SCALE. 1 50
riyI U.,
u FEB SHEET 1 OF 2 {
2
00137

:r
2" TYPE 1-2 (NCDOT) 1.5" TYPE 1-2 (NCDOT)
8" ABC STONE (NCDOT) 6" ABC STONE (NCDOT) 6" ABC STONE (NCDOT)
0o< < o
1TI�-1 Tf(-1i1-1 i�(=1
NOTE: PAVEMENT SECTION MAY VARY NOTE: PAVEMENT SECTION MAY VARY NOTE: PAVEMENT SECTION MAY VARY -
DEPENDING UPON FIELD CONDITIONS. DEPENDING UPON FIELD CONDITIONS. DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE CONTRACTOR SHALL COORDINATE CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL w/OWNER & GEOTECHNICAL w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE ENGINEER TO DETERMINE ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION. ACTUAL PAVEMENTSECTION. ACTUAL PAVEMENT SECTION. CURB -PAVEMENT SECTION CAR ACCESS PAVEMENT SECTION GRAVEL PARKING SECTION
NT NTS N
:.CUT OR .TOOLED
JOINT
P� -
��G
Q p,
Miq,
J � �
f
6, MI
2" 3"
COARSE AGGREGATE
TE POR RY GRAVELLED ZTo-PEDMRIAN
Mr-4i PUIPENDICULAR'
CONSTRUCTION ENTRANCE
FLOW DIRECn6iV
NTS �i
#• SIifWAALLKK�� I 6' 3' 6'
PSl \
Te \
6" CONC. 4000. psi
6" x6%W2,9xW2.9 WELDED
WIRE FABRIC REINFORCEMENT
I
'. 64-10/10 W.W.M. COMPACTED
SUBGRADE J
' TYPICAL SIDEWALK AND; 10'-0"t 5'-O"t
4" ABC STONE STREET
DU PIER PAD DETAIL A A
n
Lj
Lj
LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
RATE Ib&rj�jj SEE PLAN I
Rye (grain) 120
Annual lespedeza (Kobe in
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE,
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
40' MAX. SPACING
c'
PLAN BLDG.-STRUCTURE
1/8-R TOOLED 1/4"xl" DEEP w/AN
JOINT 1/8"R TOOLED JOINT
1/2" EXPANSION /6" ABC STONE(NCDOT)
JOINT MATERIAL J
6" ABC STONE(NCDOT)
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.) a[DEWALK JOINT -_ AILS
NTS
Fib
PIPE SI2
INDICATE
ON THE
VARIES 2'-0„
INITIAL
WATER NIAIN VARIES CLASS
3
VALVE o
8'0 x 6" CONC. PAD AROUND BOX
TELESCOPIC
VALVE BOX -
CV a
SEE PLAN FOR PIPE r Y
ORIENTATIO ---I
I
�- L
CONC.
tj
REVISIONS I(
1 SITE WORK NOTES I
Do.
1. THE CONTRACTOR` SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTI ate Description By I#
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. NG h
2.` CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN II
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. LIMITS
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,: 1
STRUCTURES ABOVE AND BELOW GRADE, 27 wvoo F"""� MATERIAL DE, ORGANIC
L OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS
N°0D °A arm 4. MUCKING: CONTRA OF CONSTRUCTION.
FABR,C CTOR 'SHALL COORDINAT
E WITH
�
OWNE
R
AN
D
THE
IR
R GEO
TECHNICAL EC HN ICA LREPRESENTATIVE TO COORDINATE REMOVAL
l
OF ANY SOFT AREAS,
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED 0
REMOVED FROM SITE AND R OTHER WASTE MATERIAL SHALL BE
DISPO
SED AOS CASTING ED OF IN A PR
OPERLY RURon- w RLY ATER PE
RMITTED
TT ED FA
CILITY.
ACI 6. LITY
NOTE: USE NEENAH "/sEaMorr-_ 7 FILL AND COMPACTION .SHOULD COMPLY WITH GEOTECHNICAL REPORT.
R-3402-E FOR CATCH Q��� THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY
BASINS AND R-3402 �_-�4 { EARTHWORK CONDITION: NOT REPRESENT A BALANCED
FOR YARD INLETS h THE CONTRACTOR SHALL BE RESPONSIBLE FOR
AS By
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIEDCUT AND
8. THE CONTRACTOR SHALL FURNISH SUITABLE GRADES.
BORROW MATERIAL FROM AN OFF -SITE ` PROPERLY PERMITTED FACILITY AS REQUIRED.
V 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
PLAN EXISTING UTILITIES DURING CONSTRUCTION. BEFORE' COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
CONC. COLLAR 1'-0"{+ o ►R EASEMENTS, THE CONTRACTOR SHALL NOTIFY
i ASPHALT PAVEMENT ,:;, �':, � ALL APPROPRIATE PERSONNEL OF
�I THEIR INTENT TO EXCAVATE
ELEV. VARIES J IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EX
1'E' � FABRIC s,artr 10. THE CONTRACTOR SHALL BE R EXCAVATING.
RESPONSIBLE TO COORDINATE DISCO
�^• , d RECONNECTION NS WITH
N/
AND/OR THE ..RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.'
2' 0" , i- _ 11. EXISTING SURVEYING PERFORMED
BY --_`
BRICK MASONRY---- __ _ _AND SUPPLIED. BY THE OWNER.
JXA w�` 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
--• AT
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THEE
FLOW - - -- O
PRIOR TO INSTALLATION. HE ENGINEER
4" I- A - 13. THE CONTRACTOR SHALL PROVIDE ANY AND
�• > FI6BSG USE A µ ' sir "M„ 1° `' " °' " 1° T►rE Fact ,+ THIS WORK UNLESS SHALL
ALL LAYOUT REQUIRED TO CONSTRUCT
OR ETMdDiE Y444-EITR`` Sn NOTR a,a-es�t wood sr�s n�uM TwW ww OTHERWISE DIRECTED BY OWNER.
ao ' s A ' s "" Y AWA AT A or 'a Fr A0QVE THE oRop air cFEsr• 14. ALL PVC UTILITY MAINS SHALL
3000 PSI CONC. saxPoRousr "Y B T ° isW. 4 F�wc .+ "Tt AT FIN BE INSTALLED WITH A MINIMUM OF 36 COVER
= R soar 6E r s a ao DAY& art 1a efa�s Or aoRD"wrCo sa r OF glpW AL GRADE.
z car FAMC FROM A oo,na.AMS rti;LL To nAMgE j=M ,, F� Faso Y To TW SAUs AID FINAL JoWrS Must K15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL
a FOR STucbs. uS 2x+-�ual r� o�uarEu To nW ►W 6•rNM METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL BET AND STATE CODES:
r>oR " FEES SHALL BE THE RESPONSIBILITY
NOTE '�- �+ A LaGrn � a �. � OF THE CONTRACTOR AND SHALL
rw Tor "� Fay roar "E"" T'� COMPLY WITH ALL REQUIREMENTS;
DROP INLET TO HAVE SAND +• srA � TSEUJI1flY iv oow rtFRTrIE ro 1 fi• ALL PAVEMENT, BASE AND
TRAP DROP FOOTING 12 & „ fElY ,� �, SUBGRADE SHALL COMFORM TO NCDOT STANDARDS
SECTION LEAVE OPENING AS SHOWN RDS INCLUDING
- WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, ,
AI OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE
LIGHTS
DROP I N l� 'DETAIL I®�I C O WITH NCDOT .14
Rrs TO MAINTAIN SAFETY AND TWO. Writ TRAFFIC.
NTS - - - 17. ALL AREAS SHALL ` BE GRADED FOR POSITIVE DRAINAGE
FINAL
I.D.
' MIN. CLASS 1
i
FOUNDATION I FOUNDATION
MATERIAL ; MATERIAL
PVC PIPE DUCTILE IRON _PIPE
PIPE EG I
Piedmont and :Coastal Plain,
6 M.J. GATE VALVE
I
Korean in Mountains) 50
POURED IN PLACE �ToSHED
SEE PLAN CONC. BLOCK NE
Ornit annual lespedezo when duration of temporary cover is not to extend
_
beyond June.
} �
SEEDING DATES:
-FILT R FABRIC . ..,
N A - A (MI FI 100 x o ! 2-3/4"0 STAINLESS
APPROVED EQUAL "
.. � . F n
Below 2500 ft: Feb. 1-May 1
STEEL TIE .RODS 6,tb PIPE P URED IN LACE -'
3 MIN: LENGTH GTH CSNC. P
BLOCK _ NUTS &
UT WASHERS +,_ .
D F A -r - - - - 2-3/4"�
• Piedmont -Jan, 1-Ma 1
i L." 1 11 y. 3 : i - - - STAINLESS
v ;i , NUTES. __ - -
STEEL TIE kOUS ---.
1 '
Coastal Plain - Oec�. 1yApr. 15
1. DO NOT BLOCK HYDRANT RAIN w BLOCKING.
2. COAT TIE RODS & NUTS w COAL T� EPDXY.NUTS &WASHERS
3. DO NOT SUP PORT VALVE
c 80X DIRECTLY ON VALVE.
SOIL AMENDMENTS
I 4. ALL TIE RODS,NUTS,WASHERS TO BE STAINLESS STEEL
/-BITUMEN CONCRETE SIRFACE TYPE 1-2
'p F CRUSHED o '
�
ST � ON E
0
n 0
- c
- � vvmr Twirl � �•
TYPICAL WATERLINE & HYDRANT C® BACK 1ILL.
ons of soil test CROSS SECTIONS
Follow recommendations s or .apply 2,000 lb/acre -ground agricul= j
tural limestone and I750,lb/ocre 10-10-10 fertilizer. NTS
J 1
MULCH FOR STATE HWY. REPAIR: 2" SURFACE & 8" BASE
APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT NETTING.
i FOR STREET &DRIVEWAYS: 2'•SURFACE & 8"
SPRING -SUMMER 1 F P BASE
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE I OR PARKING LOT REPAIR: 2" SURFACE & 8" BASE USED AS A MULCH ANCHORING TOOL.
E
PERMANEW GRASSING DETAI
PAVEMENT O�AIN7ENANCE SEEDING MIXTURE _ � - _EN1� REIAIR DETAIL
I1.. q -v
RATE b I STEEL E -
Rrfertilize if growth is not fully adequate.' Reseed, refertilize and mulch im- /��s ,, A
mediately following erosion or other damage. PENSA,COLA BAHIAGRASS 50 J � 18 R I
SERICEA LESPEDEZA 30 _
COMMON BERMUDAGRASS 10
TALL FESCUE
MILLET 10
TALL LFESCUE 50
SEEDING NOTES _ I
TEMPORARY SUMMER GRASSING DETAIL �-
r �+ 1. WHERE A NEAT APPEARANCE IS DESIRED, OMfT SERICEA
SEEDING MIXTURE 2.. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT 3E-
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CEMIPEDE!RASSI PLAN
cERMAN MILLET 40 GALV. BAR GRATING - 1" x 1/8"BEARING BARS. FASTEN WITH
SEEDING DATES TYPE J CLIP_S' ATTACH TO 1-1/4„ x 1-1/4" x1 4" GALVANIZED
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANCRASS MAY BE APRIL 1 - JULY 15 j ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLE/I STRUCTURE. ATTACH GALVANIZED WIRE
suBsrrrtrfED AT A RATE of 50 LB/ACRE. CLOTH OVER SMALL DIAMETER
SEEDING NOTES SOIL AMENDMENTS TOP OF BANK 1 ORIFICE (8 MESH .020 WIRE)
MOUNTAINS I
MAY 15-AUG. 15 C00 FL ODP,QOL;':30:5
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,bjacre
PIEDMONT MAY 1-AUG. GROUND AGRICULTURE LIMESTONE AND 500 Ib/acre 10-10-10 FERTILIZER.
COASTAL PLAN -APR. 15-AUG. 15
SOIL AMENDMENTS 18 �0
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRK:UL- MULCH
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITNiE I RMAL POOL 29.
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRWING INV. 29.5
WITH A MULCH ANCHORING MULCH - USED AS A MULCH ANCHORING TOOL.
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE INV. 29, 0 CO
I _
APPLY 4,000 LB/ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, a3 O
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE -TEMPORARY
USED AS A MULCH ANCHORING TOOL; MAINTENANCE I . GRAVEL
REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS 40Wfti
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEAR.+NC 'IS n FILTER
MAINTENANCE DESIRED, OMIT SERICFA AND MOW, As OFTEN AS NEEDED. I "
R EFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFER'TIUZE AND MULCH IM �OTTOM5.5
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. SECTION A A
FALL -WINTER I EXISTING
PERMANENT GRASSING DETAL
I
SEEDING MIXTURE ET STRUCTURE
TEMPORARYARY FALL. GRASSING DETAIL DETENTION POND OUTL
��
(e.
NTS ---
a��ECIES RATE Ib/acres �,,
SEEDING MIXTURE TALL FESCUE(BLENDOF TWO OR
PEC195A I¢2 t�!p) THREE IMPROVED VARIETIES) 200 {
Rye (grain) 120
RYE (GRAIN) 25
SEEDING DATES TOP OF BANK
SEEDING NOTES JANUARY - APRIL
MOUNTAINS AUG. 15-DEC. 15
AUGUST - DECEMBER EL. 32.0
COASTAL PLAN and PIEDMONT.- AUG. 15-DEC 30 SOIL AMENDMENTS
APPLY LIME AND .FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,600 Ib/ vcre
SOIL AMENDMENTS GROUND AGRICULTURAL LIMESTONE (USE THE LO•rr%R RATE ON SANDY SOILS)AND
NORMAL POOL
1,000 lb/acre 10-10-10 FERTILIZER.
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL EL. 29.5
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH ,
MULCH APPLY 4,000 Ib/ocre GRAIN STRAW OR EQUIVALENT COVER OF AN
07HER SUfIABLE
MULCH, ANC
HOR CHOR STRAW F BY TACKING -
ACK G WITH ASPo'ALT ROVING, OR NETTIN
G {C ORE CRIMP , )Y
APPLY 4 o0O`LEI/ACRE STRAW.: ANCHOR STRAW BY TACKING WITH ASPHALT,
HAL NETTING ING WITH A MULCH
OR A MULCH ANCHORING � M H ANCHORING TOOL: A DISK a11Pri BLADES SET NEARL'Y', STRN,HT CAN
OR G TOOL A DISK WITH BLADES SET NEARLY STRAIGHT.. CAN BE -- _BE USED AS A'MULCH ANCHORING. TOOL.
USED AS A MULCH 'ANCH ANCH
ORING G TOOL
MAINTENANCE MAINTENANCE
t' Repair and refertilize damaged areas Immediately. To dress with 80 lb/acre FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 lb/acre NITROGEN IN JANIIARY
Y Top
dress
OR FEBRUARY 40 b I P I • ' of nitrogen in March. If It :is necessary to extend temporary_ cover be and I N SE TEMBER AND 40 IB N NO'JEMBER, FROM A 12-4-8,
June 15, overaeed with 50 lb/acre Kobe (Piedmont and Coastal Plain
t'y 16-4-8, OR SIMILAR TURF FERTILIZER. AVOID a"EiTIUZER APPLICATIONS DURING
1
WARM WEATHER
or Korean `(Mountains) lespedeia m late February or early March. AS THIS INCREASES STAND LOSES TO DISEASE. RESEED, FERTILIZE, ,
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 IN(HES
AS NEEDED.
6'
EMBANKMENT
�1
FO REBAY
3
BOTTOM k EL,;,.25
. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. r�r
18. CONCRETE STORM `DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. JOINTS
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
r
CHLORINATE
A
11917
3`=
D RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
A ® C NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION
NIGHT REFLECTING. FOR kLA
20. DUCTILE IRON SHALL BE CLASS 50
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI C� 28 DAYS AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE' BY AN INDEPENDENT TESTING LABORATORY PAID FORr YIN
BY THE OWNER, FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
4 PAID FOR BY THE CONTRACTOR.
A : 23. SEE GEOTECHNICAL REPORT N0. DATED ___�__, BY T_y-___
C C L __ FOR ADDTIONAL REQUIREMENTS.
CON
STRUCTION SEQUENCE
FA
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE .FOOT FOR EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
PLAN SECTION PLAN �' SECTION 2• NO SEDIMENT WILL BE ALLOWED TO
EXIT THE
SITE, ALL ERASION SHALL BE CONTROLLED r
BLOCKING 1'� ELL DL®CKING 4J® ELL INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING I
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ET,
.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING 1�--
A A e C CONSTRUCTION.
''- 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFT I
ER EACH RAIN,
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.:
5. I APPLICABLE C
F CONSTRUCT PROPnSFn RPTPKITInNI onnin Tr, A,.T .�
--- + .r..0 i v r1V I HJ A >tUIMLN I 13ASIN '
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW W PROPER '
LRESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF C I'
6. 1 CONSTRUCTION.
F AP C ION. AP
PLICABLE,
LE INSTA
LL
LL DR
OP INLE
TS ETS WITH IN
LET PRO
TECTION
CT r 10 N TO AC
T AS SILT TR
APS
OUR •�
ING CO
NSTRUCTION.
i STRU CTIO N. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT e -
I LT FROM
r�r
Al
M
.; RI G _ ... N STORM
- ORM DR AIN PIPI
NG,
1
LL-�-� �--.---_ • -. -- 7._-, �� ,LAYER OF_TOPSO_IL S1-1ALL. BE APPLIED TO ALL NEW I
AREAS TO _BE GRASSED.
L 8. �iLL' DIST ___ - AR_ �, _. _. - SED.
A URBED AREAS �H. E __.._ 4
,,LL 8E r _ EEDED IN AC T c
SOON .,ORDANCE WI.H SEEDING SCHEDULE.. -"" _� .--- -_=---�__
AS POSSIBLE BUT NO LATER THANAFTER
30 DAYS DISTURBAN
P I\LL SLOPED AREAS TO BE SE DISTURBANCE,
LAN SECTION PLAN SEEDED NO LATER THAN 1
SECTION' 9. MAINTAIN ALL EROSION CONTROL5 DAYS.,
• 10. ;MORE MEASURES UNITL PROJECT IS COMPLETE.
BLOCKING D EBLOCKING
STRINGENT MEASURES MAY BE REQUIRED i
O ELL LO (; K I N TO HALT EROSION IF THOSE G 1 1 � � "--?LAN PROVE ON THIS
,� ELL TO BE LESS. EFFECTIVE. �
11. I,ZEMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPO
;NLL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TTOLPROJECT COMPLETIONION.
MAIN,(ENANCE REQUIREMENTS v
1 fONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
b 1
SITE. PERIODIC TOP DRESSING WITH TWO INCH STON ING I {
2. ALL E MAY BE ,REQUIRED. �
EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, �+
(INCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDWTELYN 0 CASE
LESS THAN ,o
PRACTICES AS DESIGNED. MAINTAIN ALL 00
�I 3. '01MENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN HE
SEDIMENT POOL NO LONGER DRAINS PROPERLY,
B T� 4. ,EDIMENT WILL BE REMOVED FROM BEHIND T •�'
CL_ L E FEET DEEP AT HE SEDIMENT FENCE WHEN IT BECOMES ABOUT
THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRS o
A D AS
�0 . NEC
ESSARY CES AI SA R MAINTAIN Y IN
I A BARRIER. �
5. oLLI SEEDED AREAS WILL BE FERTILIZED,' RESEEDED
;0 SPECIFICATIONS IN THE VEGETATIV AS NECESSARY, AND MULCHED ACCORDING
PLAN SECTION E PLAN TO MAINTAIN A VIGOROUS, Q) (TENSE VEGETATIVE COVER.
BLOCKING TEES ► kfq 0
0 co
CD
-C- O--N
R DOCK�NG ®EI�AILS
-�-� o I I
�Cr
7, a
z
PL�\N VIEW
�+ r` ``'
6� o 0 0 Z
3/8" AIRCRAFT .+.� ,�, W
I CABLE o m
7/8.0 HOLE i .,.I (U
ASPHALT S
O
{ "Cp r--I O `
FRONT VIEW I CU co
I
REINFORCI G: ? REBAR C s
1 4 - Ij 4 REBAR -0 .,
CONCRETE-
'10O.C. x 12„ ,
28 SAYS -EXTRUDED
to toVARIES 10' MAX.
ti END VIEW W19- xx 7N 0" xx H b HT NTS
STEEgI
�L4R WOOD D PM
I
E STP �Jf I�Il1' ,,ttlllllf,, i
FlLT17dRi0,FA8
-rM
NTS MIN. 12-1/2 C.k
FLOOD-POOLEL�;,�.
-r-
NORMAL POOL EL 2
MAIN POOL
xT O M
k,25.5
3
1
EXISTING
i
I
D ET NT E ! N POND F A ®R Y
DTI N=
3
NTS
3/8" AIRCRAFT
CABLE, CONT-.
ASPHALT
INTERMEDIATE W1RESI rL
� � I � •'ass/� � I
,• •.kyI
ri
SEAL =
ANCHt? FAMC SKIRT 17374 • q =
o AS DIi1'r ENGINEER
I _ /R EGCF,\\\
NOTES:
II" ,
1. FENCE FABRIC 5IWJ BE A 16H. OF 32' IN 'Al AND
SK41 RAVE A MIN. OF SIX LINE W1RES Wfit{ f 2 STAY s �'
SPACING. 3.DATE 02-01-01
' (D SEE , IN ACCORDANCE '
2 36' IN WI TH. BE FOR E=R0S;0lf CONTROL AND MN. 4F { WITH GRASSIN � DESIGN 36' IN G WIDTH. DETAIL P FABRIC AIL GT
IC S HALL 9 -
cF - ASTENED
_. -
.......:..................:................................. ADEQUATELY ro THE WIRE
....... A8E2fC .. .. AS ................. DIRE
..... THE
-
........................................... ..........: ENGINES -: .
R. . _ . � PPE_- I I-1 I DRAWN KAP '
3STEEL POST SHALL BE 5'-0' IN HEi%g AND _II S(0 ,5� =III -i Z 3
4 REBAR © SELF -FASTENER STEEL ANGLE TYPE. BE of THE pF "�' -11I=! f . r
-0' O.C. x 1 2 4• WOOD POST SHALL BE A tdl!{. OF B' IN HE)C{iT AND 3'
III 6
1= SEE SITE TO - I PLAN
4' IN N FOR
R DIAMETER. INVERT
f
WIRE F RT A3RIC SHAH � 8E FA
STENED I
1 WOODEN
LO POST WITH NOT LESS THAN I
WIRE SF
T t t/2' LANE � AALEEV
ED CURb
t
NTS T
T 1717HQ17
NTS TYPICAL BRASS SWAL 1
E
SHE ,1
ET2OF2
C -
FEB I 0o
37

1 i'

VARIES (10' MAX.) l
AS DIR. BY ENG. r
V
'2 GA.a
IATE WIRES <
oc
Lu
r-
LL
!! N !I
!! o- !I
!! MQ !!
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 FAB H
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
Q m
SITE WORK NOTES:
' I �
FCIM SET SITE DATA 11. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
RESERVED
HA x HANT-TDICAPPED
x PM sT�S. SIGN
E I
FIELD CONSTRUCTION CONDITIONS. ,uj
�A p �t � TOTAL AREA: 9.76 ACRES
Iff WITH TO IDENTIFICERVEDATION
P a DISTURBED AREA: 9.76 ACRES I �'
PARKING ''- �' 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF Y
S BST TO WD. POST Wo' 3/8` CADMIUM ZONING: PD OFFICE/INDUSTRIAL WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS g
PLAT® NUTS, BOLTS W a PARKING REQUIRED: TO BE DETERMINED LPON ISSUANCE OF AN UPFIT TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. ' (L Y
T x T-0" x .080 STD ALUM. SIGN i� PERMIT AND CERTIFICATE OF OCCUPANCY ya3
PARKING PROVIDED: 65 SPACES NOTE THAT PARKIN EQUATES To THE � v�j z �
WRE SCREENBLOCK CS READ 'MAXIMUM TO WD'Aj. POST FOLLOWNNc AccoRDANCE WTrH THE 3. CLEARING AND GRUBBING: REMOVE ALL STUMPS, ROOTS, SHRUBBERY, o w z w
3/8` M PLATED` IMPERVIOUS AREA: INDUSTRIAL AND MANI-FACTURING � ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, � �
GRAVEL FILTER I g" E NffS, BOLTS 6 WAS�;S.' ESTABLISHMENT OR WARE MUSE � (n a
BUILDING: 115,000 SF • 58 EMPLOYEE SPACES, a5 SPACES ETC. WITHIN LIMITS OF CONSTRUCTION. n z
_ TREATED 4k4 POST. ASPHALT: 5$ O51 SF FOR EACH 2 EMPLOYEES ON GREATEST Q
WIRE SCREEN
MTERED WATER sac - E 1 • 2 SPACES FOR 2 MANAGERS 4 STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, 000,
F� WATER RlJNCFF WATER 0 oar ' 2 VISITORS SPACES. I VISITOR I WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
0'� w 1-1/ZWYP) SPACE FOR EACH 10 MANAGERIAL
co
ANCHOR FABRIC SKIRT RrArOFF WATER t� _ - T MATERIALS AND EXISTING
C SILT - - PERSONNEL. 20 MANAGERIAL PERSONNAL w
AS DIRECTED BY ENGINEER w NT -I �1 - 1 " 3 VEHICLE SPACES, 1 SPACE FOR EACH 5. MUCKING: REMOVE ANY SOFT, ORGANIC I -
„' LANDSCAPING AREA REQUIRED: 4,644 SF VEHICLE USED DIRECTLY IN CONDUCT o
- 01 THE BUSiI�ESS. 3 VESICLES I BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE �
i-- �-I i I, , �- -I LANDSCAPING PROVIDED: 4 752 SF 1
i rF SET' w/ATE PENALTY =III=I I I� �I i=I i I= ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
I (=III -I I Irlr I -I I {=III LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF o
_ -► r- REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE
ax4 WD STUI1 � 0 0 III=I [ [.=r r=III=I [ [_ Ii. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
cs 20-37.6 VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
SPECIFIC AP€ILICATION APPL+4iI�d [ _) I ( I I=1=I I I DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS APPLICABLE LOCAL AND STATE CODES.
THIS METHOD OF N.E`T LISTED IN SECTION 67-1.
APPLICABLE � HEAVY FLOWS AM A� A LEPROTECTION WHERE AN/. 80RROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
Ex�cTa� ° °w OVERFLOWC NECESSARY TO (1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
CAPACITY � NECESSARY TO Id FRONT
EXCESSIVE PONDINC AROUND STRUCTUREof STRUCTkAETPICAL
Y ICAPPED SI G ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES ASSOCIATED WITH BORROW OPERATIONS.
I OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
EROSION CONTROL 0 INLETS NTS VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN 8FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON V B
S ALL 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.
A WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3
TO-4" IN DIAMETER: 'WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1 V2" LONG
s
i
TEM"'PORARY SILT FENCE.
'i
1
i
NOTES: i
t SIDEWALK TH03kiIESS SHALL BE 4" UNLESS NOTED OTHERWISE JOINT
2. CONTRA S (C.J) SPACE S AS SIDEWALK TH
3 THIICKEN SIDEWALKTO 6 AT DRIVEWAYS
4. THKXEN SIDEWALK TO 6' IN LAST 3' , IT ABUTS PAVEMENT
WITH NO CUREL
5 1/7 EXPANSION (EJJ MXF,,ED AT 50• MAX AT SIDEWALK
AT AS NOTED ON SITE PLAIN.Q
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT 1
PARALLINC CURB OR STRUCTURE
7. REtfORCE w/6x -'0/V W.W,M i
1/2" EXPANSION
JOINT MATERIAL
I 50' MAX SPACING
EXPANSION JOINT (E.J.)
d ! 6
• • 1/4"xT DEEP w !'AN
a .' c • TOOLED"
. C
d < '
RATORY STEEL
ACCORDANCE WITH SECTION 67-8. WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM `
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
(2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED I RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS.
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, (A) PARKING LOT PERIMETERS _ A LANDSCAPED STRIP -
�{ SM, OR SC. FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL
�. L
:�
THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT
EIGHT(8) FEET IN WIDTH SHALL BE REQUIRED ALONG I LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-
ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED 698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98%
PROPERTY. THIS LANDSCAPING SHALL CONSIST OF, AT A OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL
R S 0 L EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. IF A i BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
© BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)
G S5�
SECTION 657-4, THAN THE TEN FOOT WIDTH Y BE WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% t CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 NICHES DEEP OVER OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS
" ta" ADVERSE SOIL C�ITK�, F ,AVAILABLE. tB) PARKING LOT INTERIORS -INTERIOR LANDSCAPING
7° 2. RIP THE ENTIRE AREA TO A 6 INCWD�PTH - -- - IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE
3. REMOVE ALL ROCKS, ROOTS AND_OTHER-08STRUCTIONtS LEAVINGSURFACES- - - - TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
--_-- _ _ PARKING LOT PERIMETERS. INTERIOR LANDSCAPING --
REASONAB�Y-s�aOTH-MINI}--WE-T-TED--INACCORDANC�Wi-TH-COMPACTION-RE - UIREMENTS. !F _ _ Q THE ,--
P�N 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AID MIX WITH SOIL. SHALL BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO
(* SEE BELOW) MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM. REASONABLY (CORM BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER HARROWED REPEATEDLY OR 'OTHERWISE AERATED WITH SUITABLE E
SEEDBED IS PREPARED 4-6 INCHES DEEP.: EQUIPMENT
6. SEED ON A FRESHLY PREPARED SEED BEDS AND COVER SEED LIGHTLY. VEHICULAR USE OF PEDESTRIAN USE. INTERIOR UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE
z
•
7. MULCH IMMEDIATELY AFTER SEEDING AND -ANCHOR MULCH. LANDSCAPING SHALL BE IN THE FORM OF. PLANTING PLACED IN SUCH A MANNER THAT ;THE SURFACE WILL DRAIN READILY AT
" 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
tips �•-11- 1 a ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
/ THE PLANTING SEASOR* POSSIBLE. IF GRASS STAND SHOULD BE ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE
REQUIREMENTS. .�.
OVER SEEDING
DAMAGED, RE-ESTApL�H-FOLLOWING oRICC�NAL LIME FERTILIZER PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE ,. AND SEEi RATES. NO
7/� � HOB �'(
w 0
R CONSLLT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND HORIZONTAL DIMENSION OF LESS THAN TWELVE 9. LAYOUT: T ( �
FERTILIZATION AFTER PERMA%ENT COVER IS ESTABLISHED.ELV` (12) UT. HE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
#APPLY: AGRICULTURAL LIMESTONE -2000 LBS/ACRE CONSTRUCT HIS WORK. V
FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS
FERTILIZER tf7-t0-t0 - 1000 LBS/A(:RE
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAN STRAW/ACRE THAN ONE PLANTED OR 'EXISTING TREE PER ISLAND WITH W
ANCHOR - TACK w/ LI(W A,7HALT o 400 GAL/ACRE OR 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
FRONT VIEW EMULSIFIED ASPHALTING o 400 CAL/ACRE APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL I EXISTING UTILITIES DURING CONSTRUCTION. � L1.1 Lu
SEEDsCHEDUE BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET V)
DAIS �ODUCTRAIE FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL 11 EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
AUG 15 - NOV 1 TAIL FESCUE 30 LBS/ACRE
BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER MICHAEL UNDERWOOD It ASSOCIATES AND PROVIDED BY OWNER. 1/2" B" 1/2' REINFORCING: NOV i - MAR 1 RYE (CRAM 120 LBS/ACRE FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED O
4 -4 RE6AR 1 THE CONTRACTOR SHALL VERIFY DIMENSIONS AT OBSITE.
4 5. MAR 1- �1N 30 PENSACOLA BAHAIGRASS � 60 LBS/ACRE YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR }
CONCRETE: KOBE K LESPEDZA 90 LBS/ACRE
28 PSI M DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
28 DAYS COMMON LEDMUDA GRASS 50 LBS/ACRE OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
(HULLED) --TT--
N �' J(1f.Y 1- AUG 15 COMM�FINBEE�AUDA CRASS 50 LB5/ACRE - AGENCIES AND AUTHORITIES.
Trr x (,ENSHT x HEIGHT ULLED) MAINTENANCE � ! �
s" x 7'-0' x 5' BROWNTOP MILLET 20 LWACRE L.LJ �"-
END VIEW 14�. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
ALL DISTURBED APES SHALL BE SEEDED WITHIN 30 DAYS OF THE (I) ALL EXISTING VEGETATION THAT IS USED TO MEET NCDOT STANDARDS.
COMPLETION OF GRADM LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING `J
WHEEL STQ P D ETA1 L CONSULT CONSERVATION ENCNEER OR Solt_ CONSERVATION SERVICE FOR MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE 151 ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. w ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
CONTRACTION JOINT (Q.) OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WI CH DO OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF jf Z_ Z
WELL UNDER LOCAL{ IONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE 16I SEE "GEOTECHNICAL REPORT BY-LAW E NGIN;=EKING AND F_NVIRQtdMENTAL� -
NTS �r THE DEVELOPMENT.` (3/9/88) 1
R\/iCES, -INC. DATED APRIL 14,-1997 -t OIZ-ADDITIONAL--REQUIRE'MEN7S. - - -
PI :f (2)" ARTIFICIAL FENCING SHALL BE MAINTAINED " LEANED
SIDEWALK 101IN'T DETAILS -
12
AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING 17� CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
BASIS FOR THE LIFE OF THE DEVELOPMENT: SUCH FENCING SHALL RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
f CONDITION.
TOP OF BANK BE KEPT FREE OF LITTER AND ADVERTISING.
32,0` _ 18.I REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR ih
►�
FLOOD POOL 31.00 f l % / / % I "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS. w
FLOOD POOL 30.50 f\'/\',�\/�C�/�//.\//.��
/ �\.\\ ! � rn
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT it
NORMAL POOL 29.50 SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, o z
FACTORY MIXED,
I FOREBAY \\\/\\//\\��\ 4:1 SLOPE QUICK DRYING NON -BLEEDING.
`-LOarnrn
BOTTOM /\//,/ / A 26 NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO � �"`'
25.50' \\.\ .\\.� .\ \ \ . z w
HORIZONTAL. z
N O
C
POND SECT " - ® L.-- .'( 21. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF 0) 3 a �.
` ' ` -°' ! I I MIN DISTURBANCE.
NTS
9"MIN- 22.1 ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE mom
PROJECT IS COMPLETED. (,)
6" CLASS A NCDOT Z
EROSION CONTROL F46
ILTER 23. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE -
STONE ON FILTER FABRIC SHOWN ON THIS PLAN ARE NOT EFFECTIVE. 1
FABRIC. -
^,
r.- � 24. INSTALL EROSION N OL ME SURESBEFOREBEGINNING C NSTRUC ION
TOP=32.0 Lu NCDOTCLASS A OR CKOR AS SOON THEREAFTER AS POSSIBLE.
t
i f Tf-
I - O I .
> EROSION
`CONTROL
'- STONE
25. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN
laJ
h -I
k _ " Z
" - ON PLANS TO TRAPS T DURING CONSTRUCTION. INSPECT THE
1 I THE PLA IL
4 TO 6 �57
EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
3
STONE ON UPSTREAM
FACET x :; REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO PROVIDE
ELEV. - 31.0 FILTER < z ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE
v FABRIC Q
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, W
TYPICAL GRASS ` S WALE c� � REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR
DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
25' SECTION A -A GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE DROP z
INLETS. �.
NOTE 4.0` i J
I CHECK
26. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES 1N A CONDITION TO c: �
1. BASIN, FRAME AND GRATE . MAY =. STONE DAM (�
VARY IN NONESSENTIAL DIMENSIONS. - '^ `'�`) I PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
E GEINCY SPILL Y SEG G __ r
NTs CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
SEE PLAN FOR PIPE , , Z
NTS. ORIENTATION r � BASIS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
-- --- - 1 r` I STONE. ANY OBJECTIONABLE MATERIALS 'SPILLED WASHED-,-OR-TRACKED
4'X4' PRECAST CONC. BASIN ` €
- �? � ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
t.. Wo KNOCKOUT PANELS ------- � `s
ALL 4 SIDES I___' ---I F ' O
27. i MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
r ACC .. I ( m
UMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
_ ILu
MODIFY OUTLET END OF BOX `T - i [ I 1 m ' 28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
AS REQUIRED TO INSTALL 18" t1 PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE -
RCP OUTLET PIPE 4 i CASTING , FRAME AND GRATE OUT
.
DEWEY BIOS. MODEL CH-BN-2001
EROSION CI;r_ C `--�° -_-- _! ___ � N®ET RAME2 ROP & DG4ATE OR EQUAL j
#4 STEEL REBAN2 (GALV. OR ASPHALT COATED) 5T r r SHALL 8E HEAVY DUTY
III III Il
TACKWELDED AT 6" O.C. EACH WAY LAID PLAN
! r H-20 LOAD RATED
IN TOP OF BASIN: CONC. COLLAR r r
A 0 A L.---- _------------- GROUT I
�-TOP=30.50 PLAN iI
18" RCP
INV. 28.3
TEMPORARY GRAVELLED '
CONSTRUCTION ENTRANCE im'x'////N"�ynx\)0, I1
�
R1
,-ATTACH SCREEN
GALV. LAC & WEE
ANCHORS
,,--1/2" OPNG. GALV,
ALUMINUM EXPAN
METAL SCREEN
2.5" I.D. INLET PIP[
GROUT IN PLACE
INV. 29.50
TOP 30.50 -- 98059
ADDED NOTE TO CENTER FIFE ELEV. VARIES I DES. JAKIII
o IN.STONE TRENCH
26" MIN --
CONCRETE
PI E BRICK I NORMAL POOL DRWN. KFD
PRECAST SI E SLOPE 2.950'
OR 6" VA LIES 6"SEE DATE 6/4/98
SITE PLAT BLOCK €T BRICK MASONRY ! �\\/� /\\'\\// eeooaasso
r r ME FLOW:%/�\/ ` /\\ R WPM
rr---------- I Q .: , . FOREBAY\\// 27.80' O .• ,,
INLET 29.50 i i FLOW l n > '\/` ,/ 10 WIDE VEGETATED SHELF ,\\ •
1101 r4 250500++tt / �r// /\i AT 6:1 SLOPE \ �� BOTTOMSEE ME
-------_ - �. \ \ \\.A\ \ \ \�\\\`' r\\i\\ \\ \\/\ 25.50' AL
BOT. 27..00 a I;
I 1,'
4.1 SLOPE
SECTION A_A mu; FILTERFABRIC
®a !I
OR APPROVED EQUAL 3000 PSI CONC.
• •- .. g
•
M /1 e'T+ %-T- /■ t p�r�

MA
IIIItIt�111, IIIIIIIIIIIIA IIIIIIIIIItIIIIPOND
IIIIIIIII2"' PNEO WTERRat IMAP BOW 28 PAGE 5�1 IOle 12" PINE* IPINEQ I161, P
IIII 12" P11`4EQ 2 PM 0 14 P h\ k\10
tIIIIIII16" PINE 0 IIItIIII101, FRIIE If IWA AER t VA (A IIIIRlw ILAI AWA IIW4 IIIIIIIr II.......... . . I76 3 THE (;ox 501 IMA AWM E 11rak cy J4.74 uv v - 2a. �2 PARKW'� 4A IWO Ay MA�E 181, PINE a -HA$ HG NOR IMI201- Ilk LOT-100 I9. 76 A CRES cn) IIIIItI`2.
r IIIIIIIItIIII> ILor loi AMP BOOK J5 RA GF 182 IIItIIII
Iia" PIN II06" MAPLE IIIIIell pt4E* IRON 4,,r IIRIF4F A LJIr CqRXjVR$ II12" PINE Pt-4F- 0 IIPINE II16" I12" PlNE* STORM ATER I
IIIIIIIIIIIttLOCATIOM
IIt
I
INo glis" ptc 14" PM 9 0 12" PINE E C E I
IIt0f 102 IIIIIMAP 800K 35 PAGE 482 101, P*dE*
I;JUN 2 6 1998 IIIE peco
pRdj # I
PHIC qO IItoo, y IItp w
I
I
RECEI 199 JUN 0 3 tIMDREW MD KV K
E7 0, 20' DRA#VAGf' EA VWN r I0 INORTH CAROLINA
IIISEP' H,41 NO VCR IC", TY IERf1FY'TH4T THIS PL,AT WA$ W 1. MICHAEL N. UNDERWOOO, C DRA IIUNDER MY SLIPERVISION FRQML AN ACTU4. SQ4AY MAOE UNDER APX FUR MVNSM4�. IMY SUPERVNQN DESQ1W,*T" Jk
;A�1"N 0, T)IU FACE Of IPLAT ERROR�QF -CAL, -C—MATP ay po 1/100QO TI�ATJJ tw N IBY-WOKEN LINE IP
FROM .$.W~txw, F A T"s'.RLAt I THAP KQI, CORD,AKE TANDARDS, I9 F) A CT Ig 0 R, v, E YI # 4� m- f L 4y ICARO 1W" WiTNE-S s 'Ile ItAT� _A NUM APRIL, JR AND WA4!,TM�, SE o" J998 IA.
II'A i"d AAW U RWQ MICHAEL N, `7- IREGSTRADON IIII�E YR $T� IIIIIIIIIIIItIImoor , pmp"p 1! II77' 7