SW8980429_Approved Plans_20060308

ACREAGE SUMMARY
in ACRES
IMPERVIOUS AREA
SEEDED AREA
US HWY 70
J
168 PUBLIC
R/ W
15 3,0 610
910
L
Graphic Scale: 1 "=30'
APPROXIMATE LOCATION OF EXISTING
STRIPE 20" RGP
To I TBIBUTA
A
ELOWING INNAMED
C3
STRIPE
7
OF THE NEWPORT RIVER
NW9D TRIBU,,TARY
EXISTING FLARED END
SECTION INV,= 10,60'±
- - - - - - - - - - 16--
WV WV
0 0
EB FOCM GW -
WV
0
- - - - - - - - - - WV
RS
- - - - - - 14 — - - - - - - -
0 :Z, - - - - - - - - - 13 - - - - - - - - - - - - - - -
MH-8 \Fk - - - - - - - - - - -----
_J6 — �31_ -- P 5
DITCH
(S 180 CMP ------------ ZF­13 --------------------- PROJECT
PP CMP
R1W
LOCATION
WV
W - - - - - - - - - - - - -
­GW WM(2) PR'_ 24
N QJECT
CIG N Tfi V EM_ - CONTROL POINT 6
LOCAIIUN
Is 1�� =C jWP
WIVGE
8
N=5,163,7156'
E=5,149.0960' oco
ELEV. = 15.18'
EXISTING FLARED END
�101 --- I U.S.G.S. MAP LOCATION SKETC�
__�ECTION INV,= 10,45'± KI
PL TR ASPHAL N.T.S.
NAt Revisions: Date:
DB
CP STORMWATER OUTLET: 7
n STORIAWATER, FROM THE EAST SIDE OF THE STORE, FLOWS THROUGH THE 2
Lil I
G EXISTING STORM SEWER SYSTEM AND STORMWATER BASINS TO A DRAINAGE
SWALEALONG US HIGHWAY 70. THE SWALE, FLOWING EAST, DISCHARGES TO 3
1,D
M AN EXISTING 30" RCP FLOWING NORTH, UNDER US HIGHWAY 70. THE EXISTING
ASPf AL T
X-4 4
AL 30" RCP DISCHARGES TO AN UNNAMED TRIBUTARY OF NEWPORT RIVER.
EXISTING BRICK, METAL
Q'.l AND STUCCO BUILDING 6
LIMITS OF DISTURBANCE (TYP.) BRICK,
7
WAL-MART STORES tA41, WC.
DB 89J, PG J671 8
MOREHEAD WILLIAMS RESTAURANT LLC. 27e
DB 894, PG 494 9
1 4
STRIPE
STORMWATER OUTLET:
STRIPE
STORMWATER, FROM THE WEST SIDE OF THE STORE, FLOWS THROUGH THE
EXISTING WOODED WETLAND AREA AND A CONCRETE FLUME TO A DRAINAGE 'RD CO ca
SWALE LOCATED BEHIND "RUBY TUESDAYS" RESTAURANT. THIS DRAINAGE A
?
SWALE FLOWS TO DRAINAGE SWALES ALONG US HIGHWAY 70. THESE SWALES, 000
ko
FLOWING EAST, DISCHARGES TO AN EXISTING 3V RCP FLOWING NORTH,
UNDER US HIGHWAY 70. THE EXISTING 30" RCP DISCHARGES TO AN CIG
--------- ­:i�— mum
UNNAMED TRIBUTARY OF NEWPORT RIVER. RS
14- - - S Seal
EXISTING HEAD
C TROL INV,= 11,08'± PROJECT MANAGER DATE
5, 000. 000, DI-6
r - ----------------- --- .51000,0000 1 *fto
Cn EV -- 5.72'
CF**1
IR, RS__ HATCHED AREA IS AREA OF NON -DISTURBANCE AND PROJECT ENGINEER I ARCHITECT DATE
701 N IS NOT INCLUDED IN TOTAL DiSTURBED AREA TOTAL
n
PROJECT DESIGNER
DATE
J� -
A/1
Co right (0) 2006
EXISTING WOODED WEJLAND AREA APD En&ftriAg
N Drawing Alteration
It is a violation of law for any person, unless acting under the direction of
Ii/I 1�zl - - - - licensed Architect, Professional Engineer, Landscape Architect, or Land
Surveyor to alter any item on this document in any way.
Any licensee who afters this document is required by law to affix his or
her seal and to add the notation "Altered By" followed by his or her
woo signature and the specific description of the alteration or revision.
r97O NOT SCALE PLANS
_�,�ROPOSEIJ\8_NCRETE VOA\60UT fit
LIMIT OF DISTURBANCE (TYP.) EXISTING FLARED END Copying, Printing, Software and other processes required to produce
Aot:A Iczr= nIZTAII X 4.
\49UTHSTAR HOLDIgES-MOREHEAD LLC. I 1UN 11V V i 1. 07
DB iG 245 \V
A/
IAZI 1\1z, SPHAL T
WOODS i
these prints can stretch or snnnK the actual paper or layout. I heretore,
scaling of this drawing may be inaccurate. Contact APD Engineering
with any need for additional dimensions or clarifications.
-17- EROS10,N:A__ND SEDIMENT CONTROL DETAILS
_14- _'�ro /7 mul S i T Q_ / / U) I
Q ;8
- - - - - - - -- STRIPE 0 +
- - - - - - - IP STONE CHECK DAM
APD Engineering
TEMPORARY SILT FENCE
AL W
- - - - - - - - - - - - - - - - - - - - IP EB
040 3445 Winton Place - Suite 208
W INLET PROTECTION Rochester, NY 14623
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V V/V 585.273.0273
SILT DIKE 585.273.0276.fax
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W. . ........ ILA
*AL 'O.L L 0 %7PHAL T
EXISTING CURB INLET
logo 0-4 TOC= 17.66'± Lowe's Garden
CONTROL POINT TOC=17.65'± INV, 12,16'+ EROSION AND SEDIMENT CONTROL LEGEND
0 N=4,9J,3.OJ18' MH-9 SA — - - - - - - - - - - - BENCHMARK
E=4,5J1.8026' ASPHALT PAINTED BOLT ON FIRE HYDRANT INV. 14.20'± Center Expansium
ELEV. 17.29' ELEVATION= 19.8,9' EXISTING FEATURES:
01 ICR EXISTING STORM SEWER
A4H- 10 — SA — —8- Store #0619
EXISTING STORM SEWER INLET
8 5219 US Highway 70
W 4 SA - — — EXISTING SANITARY SEWER
7 Town of Morehead City
4
4. 41 4 4 4 0 EXISTING SANITARY MANHOLE
4 ASPHALT
Carteret County, NC
4 W_ EXISTING WATER MAIN
1 4 .4 4 A 4
4
LIMIT OF DISTURBANCE (TYP.)
4 TYP)
;GA1?DFN,AR A EXISTING FIRE HYDRANT
.4 )E, P
4 d. 1 4 ASPHALT AL Project Name & Location:
A. 4 4. 4. -4 4
4- 4 4 EXISTING LIGHT POLE
4 1 .4 A 0. ' - '. SI FE CE HA L B PLA ED N A N ER ------ 16 ------ EXISTING GRADE CONTOUR
4. 4 4 4 4 AS 0 1 TER F OM Erosion and Sediment
4 DI USED DS P1 I STA ON
4
COMPOSITE 9 N D ID I LAN S) Control Plan (Phase 1)
PROPOSED FEATURES:
4
4 SHELTER
-4.
4
Z 4 4 STOP Drawing Name:
C) METAL
4 11 1
04 *VS
SHEL TER 71� 10.6 oc. DRAINAGE AREA WITH ACREAGE
4 i ., . - .4
A 4 SOUTHSTAR HOLDINGS-MOREHEAD CITY Project No.
C)
4. ;0
.4 DB 822, PG 245 CR Date: 2/02/06
C 4 EXISTING LOWE/S STORE LIMIT OF DRAINAGE AREA
4 t" I .. I . .. , 05-0275
r- 4
r- ' 4 Ar APPROVEID
4 A 4
%o F,F E 20. 00'+ AL NOM WOUNA 9MROWIMAL Type:
0 EMWWMMI$810tj
4. LIMITS OF DISTURBANCE NMG
120'883± S F
4 . 4 EXISTING BUILDING AREA L . . . . . . . J WSION OF WAM QUA=
-4 A
. 4' EXISTING GARDEN CENTER AREA — 27)352± SF RS Drawn By: BWM ES I
H PROPOSED GARDEN CENTER EXPANSION AREA 97372± SF
0
MATCHLINE SEE DRAWING ES2
Scale: 1 "=30' Drawing No.
WATES
SDM'E$

ACREAGE SUMMARY
in ACRES
IMPERVIOUS AREA
SEEDED AREA
TOTAL DISTURBED
15 18 3,0 610 910
WS dols
MH- 10
0
AL
Graphic Scale: 1 "=30'
4
4 WS AL
AL
Al -
WV WS 4 1 4
4
4 4. 4
VNNA--fRits
4
MPQ T4 I
4 • TON�WRT4
4
..4
4 4
4 0
AREA 4 •
4 -4 -GARDFN AR 4 .4
4 e. • 4• .4
4- 4.
4
4 4 4
4
4 9
I JA -ZI
4
. , . - I -i PROJECT - -
4• LOCATION
4 1. COMPOSITE DI
4
SHEL TER PROJECT
4
LOOATION
4 1 4.
4' 4
• METAL 4 4 4 5 FOP
SHEL TER
U.S.G.S. MAP LOCATION SKETCH
4 4
N.T.S.
4.
.4
Revisions: Date:
r 3t 4
AL
7,,�
CB- 121 MH- 11 4. 4. 2
•4.
,TE 0 4-
4 3
4 . 4
4
MATCHILINE SEE DRAWING ES1
44 F* 11
5
• 4 EXISTING STORMWATER 4 A . THIS STORM SEWER PIPE FLOWS TO AN
FACILITY 14 11 EXISTING STORMWATER BASIN, WHICH 6
METAL SHELTER
00 DISCHARGES, THROUGH A SERIES OF 7
8RD
STORM SEWERS AND SWALES, TO THE
4. R.O.W. FOR US HIGHWAY 70 8
+ , �� i�00• EXISTING LOWE'S STORE 4 9
F.F E, - 20,00'+ DI
EXISTING BUILDING AREA = 120)883± SF ��i ,«,,.,,,,,z ,
EXISTING GARDEN CENTER AREA 27) 352± SE CB- 13
PROPOSED GARDEN CENTER EXPANSION AREA 91372± SF
4021,
\ �� �� ( ° •.
rn
S
4-
Z
STORMWATER OUTLET:
STORMWATER, FROM THE EAST SIDE OF THE STORE, FLOWS THROUGH THE
J.
-14- R)
-15- EXISTING STORM SEWER SYSTEM AND STORMWATER BASINS TO A DRAINAGE Seal �1( Seal
SWALE ALONG US HIGHWAY 70. THE SWALE, FLOWING EAST, DISCHARGES TO PROJECT MANAGER DATE
AN EXISTING 30" RCP FLOWING NORTH, UNDER US HIGHWAY 70. THE EXISTING
30" RCP DISCHARGES TO AN UNNAMED TRIBUTARY OF NEWPORT RIVER.
a Ir V
-.4 PROJECT ENGINEER /ARCHITECT DATE
A
WOODS,�/-, .4
14..4 BLOCK BUILDING
PROJECT DESIGNER DATE
MH- 14 F-FE 20. 00'
DI
a {� ; r 4
I
0 -4
4.
.4 right C) 2006
APD En&&ring
m3
STORMWATER OUTLET:
BRD Drawing Alteration
STORMWATER, FROM THE WEST SIDE OF THE STORE, FLOWS THROUGH THE .4 It is a violation of law for an V person, unless acting under the direction of
1"r B licensed Architect, Professl'ohal Engineer, Landscape Architect, or Land
AZI EXISTING WOODED WETLAND AREA AND A CONCRETE FLUME TO A DRAINAGE
TAL SH Surveyor to alter any Item on this document in any way.
SWALE LOCATED BEHIND "RUBY TUESDAYS" RESTAURANT. THIS DRAINAGE .4 10.6 ac,
BRD 4 A licensee who alters this document is required bylaw to affix his or
4 20) SWALE FLOWS TO DRAINAGE SWALES ALONG US HIGHWAY 70. THESE SWALES, Any
seal and to add the notation "Altered By" followed by his or her
signature and the specific description of the alteration or revision.
FLOWING EAST, DISCHARGES TO AN EXISTING 30- RCP FLOWING NORTH, 4
4 • B�RD
-4 OP UNDER US HIGHWAY 70. THE EXISTING 30" RCP DISCHARGES TO AN DO NOT SCALE PLANS
.WAGE
UNNAMED TRIBUTARY OF NEWPORT RIVER. 4 Copying, Printing, Software and other processes required to produce
8#q BR these prints can stretch or shrink the actual paper or layout. Therefore,
4 scaling of this drawing may be inaccurate. Contact API) Engineering
•-4- with any need for additional dimensions or clarifications.
•4 EROSION CONTROL DETAILS AND NOTES CAN BE FOUND ON THE
4
4 4" EROSION & SEDIMENT CONTOL NOTES & DETAILS SHEET (ES 5).
4 or If
AV AV
-4 EXISTING DRAIN INLET 4
-Y 4
TOG=17.00±
EX. INV.(HIGH)=14.00± EROSION AND SEDIMENT CONTROL DETAILS
to
I EX. INV,(LOW)=12.67±
00 0 STONE CHECK DAM
4- DI
TEMPORARY SILT FENCE APD Engineering
4 41
.4- 3445 Wfiiton Place - Suite 208
NJ 4 INLET PROTECTION Rochester, NY 14623
'4 4 .
4 4 lvv� 585.273.0273
77 4
P•585.273.0276.fax
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•4 4 4
Lowe's 'arden
4.. .4 METAL SHEL EROSION AND SEDIMENT CONTROL LEGEND A.
22 EXISTING FEATURES..Cenler Expansion
? 41 . -, * . .
LIMIT OF DISTURBANCE (TYP.)
INV. 1.3. ' - . � . EXISTING STORM SEWER
4 1 Store #0619
4 EXISTING STORM SEWER INLET
4 C.0 5219 US Highway 70
doll 4
4
4
4
A� 4
O-C
_ 4. - - . - _ - . . _ - 9
4
4 4
4. 4
6 -4 4 - - - - S4 - - -
"4 4 METAL SHELTER EXISTING SANITARY SEWER
•4 II Town of Morehead City
.4 4 0 EXISTING SANITARY MANHOLE
4 4. 4 - Iff EXISTING WATER MAIN Carteret County, NC
two- EXISTING FIRE HYDRANT
r-:--
a 9-rw I'm -"L "Vw woo- EXISTING LIGHT POLE Project Name & Location:
I was-Im
z Was woo VIM WK40 000 'Aw" S MHO 0 - - - - - - 16 - - - - - - EXISTING GRADE CONTOUR Erosion and Sediment
WW Goo EXISTING GRADE SPOT ELEVATION
00 V00 -20-
wow --- -i-8- Control Plan (Phase 1)
www- saw IWW PROPOSED FEATURES:
-::20 CB- 5
stem ova WAS woo
mom No
77 *AL ---20-- Drawing Name:
A
1.3 ac. DRAINAGE AREA WITH ACREAGE Project No.
WOODS Date: 2/02/06
-20-
LIMIT OF DRAINAGE AREA
05-0275
Type:
LIMITS OF DISTURBANCE
L Drawn B%l* BWM
ES 2
Scale: 1 "=30' Drawing No.
ev 2-436

IV 19, US HWY 70
ACREAGE SUMMARY
in ACRES
IMPERVIOUS w
SEEDED AREA
Copyright © 2006
APD Engineering
Ra}eCnTT tf6t}
�ti I L /i, A' r \` Drawing Alteration
, ® - S �, `� ` _i 1 r I ,' 1 _ \ N It is a violation of law for any person, unless acting under the direction of
\ 4•Q I t / EROSION AND SEDIMENT CONTROL DETAILS licensed Architect, Professional Engineer, L.andscapeArchitect, orLand
- - - - - - - _ _ \ ♦ \ i'Q/J i ti tt 1t �\ Surveyor to alter any item on this document In any way.
jQ , I I ' Any licensee who alters this document is required by law to affix his or
I
t I I \ STONE CHECK DAM her seal and to add the notation "Altered By" followed by his or her
signature and the specific description of the alteration or revision.
�i_� �1L _�L° !! ® , �1� _ 1 i i + + i i ' S TEMPORARY SILT FENCE
�/ SCALE PLANS
ROPOSEC�NCRETE V��iOUT d �' D ' - `
t LIMIT OF DISTURBANCE (TYP.j / �' EXISTING FLARED END - \ i� �\ \ / If + ' Copying, Printing, Software and other processes required to produce
AREA (SITE DETAIL _ _ _ I SECTION INV . = 11.39` - I + I ! I IP INLET PROTECTION these prints can stretch or shrink the actual paper or layout. Therefore,
t tlTNSTAR HOLDMOREHEAD LLC. ! t �7 \!� 5 scaling of this drawing may be inaccurate. Contact APD Engineering
DB, LPG 245 with any need for additional dimensions or clarifications.
t
� I \ `\``; ` ' ,-�.'� r80 � = =-� SILT DIKE
A/1 Ad
ASPHALT
WOODS
i 18,951 R
18.45 BC + �'° EROSION AND SEDIMENT CONTROL LEGEND
18.70 TC 18.0
.6
* 1$.20 BC l
� EXISTING FEATURES.
__------- ; /' ', 8.95 TC�~�r9 EXISTING STORM SEWER
\ -ram__..___ .U_,_-- - -' ,,, _ - I 8.45 BC ° ; +
_ IP
------ --
_� •, `' _ _�1s '��' w ' + �a,/ IP _ __----- _--- ___-- `, oQ EXISTING STORM SEWER INLET ' AL -
_
-----16------ - ALA 17------- \ ® _ ES `
"- C� an PSuite
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' • °. a ° o o ' o ° pow �PHALT �,. , .v. ..•► EXISTING CURB INLET ® Lowe's
•.o. ° .° • ' •.D. ° .• '• �• ° .• ••,, i. .. .•�•i- • ` , %®� � �� ® TOC=17.66`± � EXISTING FIRE HYDRANT
_ • .° • : ° EXISTING CURB INLET INV •=1z.16'±
CONTROL POINT -` vP o _ er Expansion
• r ". „° - o ° 65 ±EXISTING LIGHT POLE• •09 • •'°'Mi-9o•'. ••'. .._�.; ____1_-..., •- BENCHMARK I tE=4,53J.8026 ASPHALT o- PAINTED BOLr ON FIRE HYDRANT INV• - I4•Z0± ---- `
EL4,5, 17.29' p --.- --.- .D. ° .• D - 16------ EXISTING GRADE CONTOUR
• � -' o ° o ° . ° D . ELEVATION=19.89'
CR
------ t$- �._ . ___ •_. MH-
Store#0619 10 SA" '•. °' D •. .S4
dol
- - , AL. US
- D • ,
i�$--""_ ti.O . '• '.D D • . O•, . •.: `. D ,, V ', •' 4 • • PROPOSED FEATURES:
°. I a • Highway 70
• 5219
- • AL-4 4 ` . I .4 • A
WS
_. WS . . 4 4 _ .`4 rI 4 a PR CHBASIN Town of Morehead City
4 ° •4
i 4 . PROPOSED CAT
• � . 4 • ` ' ' • 4 `
4. 4
♦, ♦ ,- • 4 ,
i 4 TOG/TOR TOP OFRIM/TOP OF GRATE Carteret County NC
• s • • a . .. • ' 4 4 ' 4 a i • ° . ' LIMIT OF DISTURBANCE (TYP.) ASPHALr
° • • •° ` • ", • TC/BC TOP OFCURB/B01?OM OF CURB
- • 4
.4
♦
,, ,' • � ' � .a J •� :GARD�°N AREA ; ' ' ' •4• ' • • .4 4 ' N &
14.0 Project ame Location:
4 4 .. , • ° ♦ . °♦ • 4. }' ASPHALT POSED GRADE CONTOUR 1
AL PRO
I .. . ; ' • K�A
s - •°. • ". , ♦4 -4X 18.45 PROPOSED GRADE SPOT ELEVATION,44,�• ' 4 .' SI T F CE HA L B P CE °■., d
l 1�Sac. • ' • • � ° '•4 • � IME T R NO F F OM * A
Erosion an edI ant
%4 ° ° • 4 •. •, • ' ° • • 4 1 DI ` DRAINAGE AREA WITH ACREAGE
- 4 . • ` • COMPOSITE RO OS LA DS API G I STA LAT ON 1.3 ac
Control Ian (Phase -2)
4 • ° , SHEL TER 9 ND CAP D I LAN Sj
/ -
! I METAL , ° ° . 4 • 4 b .4 , ` roPT OF DRAINAGE AREA Drawing Name:
f rB4.-•-- LIME
• ° . SHELTER . , D
�\ i • zT _ < <° ;-1s4 a • • • e ,. • •• • ` '° • \ 11 so rA CITY22.0 ac. Project N0.
t i ° . • • • UTHS R HOLDINGS-MOREHEAD
O 4 � a " DB 822, PG 245
cR PROPOSED FENCE Date: 2/02/06
\ { rTjl a_ 4 •r
t ,i ° n +tOAOING-DOCX 4 EXISTING LOWE'S STORE s , woo®��..�_� �1
' . 4 a _ ,+ • • • 11 + LIMITS OF DISTURBANCE �I'02
F , F , E , 20 , 00 - ° , �I AL �-�
' - Type:
4♦ _-.4--;7-�--- • ' > II air+
MH 1 ° - .4 4. EXISTING BUILDING AREA.- 120,883± SF 4. `�
-4 +♦ • • EXISTING GARDEN CENTER AREA = 27,352± SF
A 11 Drawn By: BWMES 3
i .. ° . a ° `� PROPOSED GARDEN CENTER EXPANSION AREA = 91372± SF ` RS ��
O ,r i I ♦° R+ W _ awn
41 1 MATCHLINE SEE DRAWING ES4
V/1 IAL I
cR 7-�16) ASPHALT Scale: 1 =30 Drawing No.
24x36 I M'E
168 PUBLIC R/W9 15 30 60 94 k {
-
Graphic Scale:1 "=30' `
APPROXIMATE LOCATION OF EXISTING
STRIPE s`IQ"_13CP ELOaAr'ING TO UNNAMED_ TRIM IAAR..Y_..__ { , ,_ 6 ` ;
STRIPE _ 7
o EXISTING FLARED END OF THE NEWPORT RIVER < \l`� i
o UNNlSIED TRIBUYARY , r
00 SECTION INV = 10.60'± TONEWPOR�RIVER 1 'f ; ,
STRIPE ------------------------ ----16---
r
WV
WV
WV
O O O
EB OCMGW �_ ------------- - - - - --
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ITCH - - - -� - - -\ \ � ' DITCH P-5 T l
------------- - - - x
\ 1-_____-/ - - -- ---- - ---- _ 4„t y� .4' PROJECT
R/W _ �r W PP \ ` EIS 1gl CMP ` �`- w 13-------_- --- -_ i% 2 CMP �a
WV
�,�:M LOCATION
-1'� 1(2) _C/c \�ii+ �N�GE \GW CONTROL POINT PRpJEGT< `1 7f ,_ LOCATIONN=5, 63. 56 E=5149.0960'oC0ELEV.=15,18' EXISTING FLARED ENDI U♦S.G.S. MAP LOCATION SKETCH
_�ECTION INV.= 10.45,+
EXISTING "RUBY TUESDAYS' RESTAURANT ' i i 11 PLTR I 6��r ASPHAL N.T.S. -
-�8. De f Revisions: Date:
CP STORMWATER OUTLET:
! ; STORMWATER, FROM THE EAST SIDE OF THE STORE, FLOWS THROUGH THE 2
ALJ r / i I EXISTING STORM SEWER SYSTEM AND STORMWATER BASINS TO A DRAINAGE
1,D I r SWALE ALONG US HIGHWAY 70. THE SWALE, FLOWING EAST, DISCHARGES TO 3
ASPHALT ' + `\ tt ( i AN EXISTING 30" RCP FLOWING NORTH, UNDER US HIGHWAY 70. THE EXISTING 4
/-4 \ J I 30" RCP DISCHARGES TO AN UNNAMED TRIBUTARY OF NEWPORT RIVER.
I{i AL� \ 5 '
EXISTING BRICK, METAL
AND STUCCO BUILDING 6
LIMITS OF DISTURBANCE (TYP.) + I;
+ BRICK, E
+ I 7
I' WAL-MART STORES E4.,7T INC. II
D8 893, PG 367� 8
MOREHEAD WILLIAMS RESTAURANT, LLC. 2-re
! r l
D8 894, PG 494
9
PROPOSED 2' WIDE CURB
CUT FOR DRAINAGE E A,
STORMWATER OUTLET: (SEE DETAIL) IJ i15 , II i
STRIPE t I �' �t - - - -. _ _ -
STORMWATER, FROM THE WEST SIDE OF THE STORE, FLOWS THROUGH THE I - - - I I �
• • . . • • 4 • e`\\`��\1\lLl\114tyy((V�ilppl__til�tet�yi7tf111!//7111,,,.
EXISTING WOODED WETLAND AREA AND A CONCRETE FLUME TO A DRAINAGE / * ,! '' co Co " <
/ A ALT I I �RD
SWALE LOCATED BEHIND "RUBY TUESDAYS" RESTAURANT. THIS DRAINAGE a I `� ,' �ROPQSED-2!-WQE CURB I I /�
SWALE FLOWS TO DRAINAGE SWALES ALONG US HIGHWAY 70. THESE SWALES, 3'7 ,� � `, CUT FOR DRAINAGE: \ I I ,� oCo _ a 0214
FLOWING EAST, DISCHARGES TO AN EXISTING 30" RCP FLOWING NORTH, r,r J I i! ; + +
UNDER US HIGHWAY 70. THE EXISTING 30" RCP DISCHARGES TO AN c/G Ob
°
UNNAMED TRIBUTARY OF NEWPORT RIVER. - - 1 s- - - --'•'!!, ' '00e* Rs ! i
-------- / t II MH-5 P
----14---�7eal Seal
I I
DITCH I C TROL POINT
!� I
, - PROJECT MANAGER DATE
t-------- / 5,000.0000' 0I-6 .
t ( ELEV.=15.72'
RS J I `\ ®� �1 � - PROJECT ENGINEER Q _ _ HATCHED AREA IS AREA OF NON DISTURBANCE AND G R /ARCHITECT DATE
���� _ �, rl * I \\ - � ��o `� IS NOT INCLUDED IN TOTAL DISTURBED AREA TOTAL
EXISTING HEAD WALL
INV .= 11.09± \\ PROJECT DESIGNER DATE
EXISTING WOODED WETLAND AREA

l
ACRESACREAGE SUMMARY
in
IMPERVIOUS AREA
SEEDED AREA
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" MATCHLINE SEE DRAWINGES3
• 1 t M EXISTING STORMWATER I I( I I .{ 8a
FACILITY I I I I . I { i ° '
METAL SHELTER a
••tl '1 1II 11 +42Ee�l� �
,a
EXISTING LOWE'S STORE °
a
11 ��� 1 t i , ►• F 1 F 1 E 1- 2010 0' +
EXISTING BUILDING AREA- 120,883± SF
4 i it {► •l EXISTING GARDEN CENTER AREA - 27,352± SF {
{ {
CB-1 , ' •{ PROPOSED GARDEN CENTER EXPANSION AREA = 9,372± SF
Z 1 I � d• �
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-14-
6— ( {
14
�tJi —•� I { �{ • e
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4 BLOCK BUILDING
MH-14 { FFE = 20.00
t °
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� { ..
A U
t ` , STOP
1 a\ tt } 1 BRD `•• STORMWATER OUTLET: s
,' , t \ - % 1 ° { STORMWATER, FROM THE WEST SIDE OF THE STORE, FLOWS THROUGH THE ,° a
A . n% t I I B EXISTING WOODED WETLAND AREA AND A CONCRETE FLUME TO A DRAINAGE
t TAL SH u u
SWALE LOCATED BEHIND RUBY TUESDAYS RESTAURANT. THIS DRAINAGE 4
•• t � SRD
! j { 20 SWALE FLOWS TO DRAINAGE SWALES ALONG US HIGHWAY 70. THESE SWALES,
,11 FLOWING EAST, DISCHARGES TO AN EXISTING 30" RCP FLOWING NORTH, s
BRD j UNDER US HIGHWAY 70. THE EXISTING 30" RCP DISCHARGES TO AN
1 ` BRD • B Q B UNNAMED TRIBUTARY OF NEWPORT RIVER.
d
EXISTING DRAIN INLET • d
' .` i \ °. i • NEW INV . =15.64
EX. INV. (HIGH)=14.00±
\ -t o" I 4 • , • + {6u EX, INV ,(LOW)=12.67±
1 / ° • • ••
+ ° e• ' { CONNECT PROPOSED 121,CPP
_ ' id TO EXISTING CATCH BASIN.
•°. ° o
• \ 1 / / • ',I MATCH INVERT OF 14.0.
PVC+ � l ` ° • d , { t I
1 �/ .•4. o
iN '1s.osa ++ °.• ° j LIMIT OF DISTURBANCE PP.) PROPOSED 12"-148' I
1 " • C ° CPP @ 0.86%
• � • CONTRACTOR TO MAINTAIN {
1 �tL 1 ` ` ° t ' a : e {• POSITIVE DRAINAGE ALONG
. i i 1 . ' • , • • , . i , CONCRETE GUTTER n
s ,4 METAL SHEL R
l °
d
(2)2 p . �� ' .�� { PROPOSED 12"-151' �t
° PROPOSED 24 x24 j
INV.=13. 1 ` 1 •, •°. • , °
° . a CPP @ 0.4% CATCH BASIN
•• . ° ' PROPOSED 24"x24" TG=18.5 ( 13
�° ( ' . • . , ° INV.=15.34 i dol
1 CATCH BASIN doss •
0
° %d . I 1
°'°• % r l . METALS
°
=
T 18.5
LTER INV.=15.9
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FH
—21 Will
CB 5
S � �
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— —
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� ,--•- -- -20- = — --
----
WOODS
/ --20
0
15 3o so 90
Graphic Scale:1 "=30'
U.S.G.S. MAP
LOCATION SKETCH
N.T.S.
N.T.
Revisions:
Date:
1
*AL
2
3
- 4
5
THIS STORM SEWER PIPE FLOWS TO AN
fi
EXISTING STORMWATER BASIN, WHICH
DISCHARGES, THROUGH A SERIES OF
7
STORM SEWERS AND SWALES, TO THE
R.O.W. FOR US HIGHWAY 70
$
9
,"\,\liltl\fBtt9! 1! t i 1!J
® - 02 4f • v
STORMWATER OUTLET:
s
STORMWATER, FROM THE EAST SIDE OF THE STORE, FLOWS THROUGH THE
fiii .IllUl1U
EXISTING STORM SEWER SYSTEM AND STORMWATER BASINS TO A DRAINAGE
Seal Seal
SWALE ALONG US HIGHWAY 70. THE SWALE, FLOWING EAST, DISCHARGES TO
PROJECT MANAGER
DATE
AN EXISTING 30" RCP FLOWING NORTH, UNDER US HIGHWAY 70. THE EXISTING
30" RCP DISCHARGES TORN UNNAMED TRIBUTARY OF NEWPORT RIVER.
PROJECT ENGINEER / ARCHITECT
DATE
4
PROJECT DESIGNER
DATE
—DI
Cop right © 2006
APD En&mring.
x v �
8w'1a.t.2.Y 1852J
Drawing Alteration
It is a violation of law for any person, unless acting under the direction of
licensed Architect, Professional Engineer, Landscape Architect, or Land
Surveyor to alter any item on this document in any way.
STONE CHECK DAM
Any licensee who afters this document is required by law to affix his or
her sea] and to add the notation "Altered By" followed by his or her
SQ
TEMPORARY SILT FENCE
signature and the specific description of the alteration or revision.
DO NOT SCALE PLANS
IP
INLET PROTECTION
Copying, Printing, Software and other processes required to produce
these prints can stretch or shrink the actual paper or layout. Therefore,
scaling of this drawing may be inaccurate. Contact APD Engineering
wdh any need for additional dimensions or clarifications.
-------
SILT DIKE
EXISTING FEATURES;
1
EXISTING STORM SEWER
D1 ❑APD
Q
EXISTING STORM SEWER INLET
Engineering
3445 Winton Place - Suite 208
1 - - - - - EXISTING SANITARY SEWER Rochester, NY 14623
® 585.273.0273
5� d 11 O EXISTING SANITARY MANHOLE
® 585:273.0276.fax
IN EXISTING WATER MAIN www.apd.com
a►"-----►�► ®d 110 b EXISTING FIRE HYDRANT I mAlimIL--
5
EXISTING LIGHT POLE Center
------ 16------ EXISTING GRADE CONTOUR
Store #0619
PROPOSED FEATURES: 5219 US Highway 70
• ® sT - ® - PROPOSED STORM SEWER 9 y
aPROPOSED CATCHBASIN Town of Morehead City
11 TOG/TOR TOP OF RIMiTOP OF GRATE Carteret County, NC
II TC/BC TOP OF CURB/BOTTOM OF CURB
11 14.0 PROPOSED GRADE CONTOUR Project Name & Location:
Dr X 18.45 PROPOSED GRADE SPOT ELEVATION
Erosion and Sediment
1.3 ac. DRAINAGE AREA WITH ACREAGE Control Plan (Phase 2f
LIMIT OF DRAINAGE AREA Drawing Name:
Project No.
PROPOSED FENCE Date: 2/02/06
0 -0275
LIMITS OF DISTURBANCE Type:
Drawn By: BWM ES 4
Scale: 1 "40' Drawing No.

I tt '1-TI
J_yJ
Z
s o7• � �T�
111it�rrl®®■
ilk{�
36" MIN. FENCE POST
WOVEN WIRE MESH FENCE
(141/2 GA. MIN., MAX. 6- MESH
SPACING) WITH FILTER CLOTH
OVER
z
N
FLOW
.__.,,.
EMBED FILTER CLOTH
I
IIc'o
MIN. 6" INTO GROUND
CONSTRUCTION NOTES FOR FABRICATED
SILT FENCE
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS
POSTS: STEEL EITHER `T" OR "U"
WITH WIRE TIES OR STAPLES.
TYPE OR 2' HARDWOOD
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE
FENCE: WOVEN WIRE, 14 1/2 GA.
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
6" MAX. MESH OPENING
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
FILTER CLOTH: FILTER X,
THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
MIRAFI 1 OOX, STABILINKA
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL
T14ON OR APPROVED EQUAL
REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
PREFABRICATED UNIT: GEOFAB,
ENVIROFENCE, OR APPROVED
EQUAL
SILT FENCE DETAIL
N.T.S.
SILT DIKE ON EXISTING {
PAVEMENT (SEE SILT DIKE { {
DETAIL) (SHALL BE PLACED
AS REQUIRED) { {
TRENCH AREA { {
(WIDTH VARIES) { {
(
{ EXCAVATED PI {
I {
{ I
{
{ {
(WIDTH VARIES)
TYPICAL EROSION CONTROL FOR TRENCHING IN PAVED AREAS
MTS.
SAWCUrs 4
18
I•---
INLETAPRON
NEENAH R-187.�-B7G
18"APR0NM11V VULCAN V-5660 18"APRONMIN
(TYPICAL S FOUN©RY4139 2 P1CAL)'
M/N6'7HICK
CONCRETEAPRON
WITH6x6 f01f0WWF
NO. 4 BARS
SLOPE 1/2' SLOPE fl2'
000❑000❑ 01117
_III, Il.tiIT ILI�I Z f1 hl� it �llillllll1=
IFtt _
WASHED STONE ' I I f_ o N I NON-W0VFJV FILTER
ALLARCXlND -1 r F(ABR /C OREQUAL
- /
P/
f'D/A. WEEPHOLE (4 REOV.) 6f 6"
MIN' MIN
PRE-CASTSTRUCTVRE G4ST1N PLACE
PER 0..0..T. HE4VY0117Y CONCRETEINVERT
TRAFFIC RAT/NG
ROUND PRECASTCAN
SESUSSTITUTEOFOR Ij+- REFERENCE
SQUARE SECT/ON02630
OF
LOPES DIVISION2
STANDARD S1TE SPECIFICA770NSAND
PRalECrSPEC/AL PROVISIONS
DROP INL ET 12'TH/CK
WASHED STONE(TYP)
I _ 2A+DO. _I
ENCASEMENT -
MEDIUM STONE
LIMIT OF TRENCH ,NI
O.D.
Ir
r
i
COMPACTED SELECT
BACKFIL.L
B
O.D.
B
r=
UNDISTURBED SUBGRADE
ZIF ROCK OR UNSTABLE MATERIAL IS ENCOUNTERED,
EXCAVATE TO OBTAIN A STABLE BOTTOM
MIN. DIMENSIONS FOR PIPE BEDDING
PIPE DUI.
(INCHES)
A
(INCHES)
B
(INCHES)
up to 18
12
8
21 to 3s
12
9
o„eras
,s
1z
�. : R� 9
N.T.S.
r SPACING VARIES DEPENDING
ON CHANNEL SLOPE
A
SAME ELEVATION CREST
TOE- 0
A
PROFILE
NTS
e
9' MIN. ,�
1.5' 2
O OO MIN. O
1 O 1 24'
FILTER FABRIC 0 AT CE
e
SECTION A -A FILTER FABRIC
NTS
SECTION B-B
NITS
CONSTRUCTION SPECIFICATIONS
1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES,
GRADES AND LOCATIONS SHOWN IN THE PLAN.
2. SET SPACING OF THE CHECK DAMS TO ASSUMETHAT THE ELEVATIONS OF THE CREST
OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.
3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS
TO PREVENT CUTTING AROUND THE DAM.
4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR
AND EROSION WITH STONE OR LINER AS APPROPRIATE.
5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW
CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
MAXIMUM DRAINAGE AREA 2 ACRES.
CHECK DAM
MA
N.T.S.
I J
FRAME AND GRATE
FLI
V FRAME AT TOP OF STAKES
SILT FENCE 0
SEE DETAIL j
FRAME AND GRATE -� UNIFORM MIX OF 1/4' TO 1' STONE
2'x4' WOOD FRAMING (TYP.)
EXISTING PAVEMENT SECTION / /
WEEP HOLES FOR
DEWATERING LAP SILT FENC
UNDER STONE (TYPR)
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION.
2. REFER TO SILT FENCE DETAIL FOR INSTALLATION REQUIREMENTS.
3. REMOVE ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.
INLET PROTECTION IN PAVED AREAS DETAIL
N.T.S.
A
L
CONSTRUCTION
AREA
s
ADHESIVE
'
20"
20"
A
i
=
s
SEDIMENT AND STORMWATER MANAGEMENT PLAN NARRATIVE LANDSCAPING NOTES REFERENCES:
THE EXISTING SITE IS A FULLY DEVELOPED LOWE'S HOME IMPROVEMENT STORE. THE SITE IS 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED 1. AS BUILT SURVEY DRAWINGS PREPARED MATRIX EAST,
PREDOMINANTLY PAVED ASPHALT OR MANICURED LAWN AREAS. THE PROPOSED IMPROVEMENTS IN THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK BY PLLC, DATED 9/13/05,
TO THE SITE INCLUDE A 9,372± SF GARDEN CENTER EXPANSION TO THE NORTH SIDE OF THE STORE, AMERICAN ASSOCIATION OF NURSERYMEN, ANSI Z60.1, AND ALL SHALL
ENLARGING THE PARKING AREA TO THE NORTH SIDE OF THE PARKING LOT, GRADING WITHIN AN BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD SITE 2. ARCHITECTURE PLANS PREPARED BY BOICE RAIDL RHEA
EXISTING DRAINAGE BASIN (NORTH OF THE PARKING LOT) ADDING CURBING TO THE EXISTING ARCHITECTS, DATED 5/04/05 AND PERMIT SET ISSUE DATE
DRIVE AISLE SOUTH OF THE BUILDING AND ADDING LANDSCAPING TO VARIOUS LOCATIONS ON SPECIFICATIONS.
THE SITE. THE GARDEN CENTER EXPANSION IS TO TAKE PLACE ON AN EXISTING ASPHALT SURFACE. OF 6/13/05.
THE PARKING LOT EXPANSION WILL REMOVE A SMALL AMOUNT OF LANDSCAPING BUT ULTIMATELY 2, SHOULD THE LOCATION OF TREES BE WITHIN 5' OF UNDERGROUND UTILITIES,
ADD GREENSPACE TO THE SITE. RELOCATE SAID TREES TO A MIN. OF 5' FROM BALL TO UTILITIES. 3. PHOTOGRAPHS PROVIDED BY LOWE'S, TAKEN ON 7/28/05 AND
P THE AREAS OF GRADING AND CURB REMOVAL. SILT DIKE IS PROPOSED
SILT FENCE IS PROPOSED IN G U RECEIVED ON DISK VIA REGULAR MAIL ON 9/15j05.
IN THE AREA OF THE GARDEN CENTER EXPANSION. CHECK DAMS ARE PROPOSED AT CURB CUTS AND 3. PLANTING BACKFILL MIXTURE: 4 PARTS TOPSOIL;1 PART PEAT MOSS; 10 LBS.
IN THE STORMWATER BASIN WHERE GRADING IS TO TAKE PLACE. INLET PROTECTION 1S PROPOSED 5-10-5 PLANTING FERTILIZER THOROUGHLY MIXED PER CUBIC YARD.
ON THE EXISTING CURB INLETS IN THE AREA OF THE PARKING LOT EXPANSION, AND ON THE NEW
DRAIN INLETS IN THE AREA OF THE PROPOSED CURBING, ALL OF THE SITE'S BMPS WILL BE
PERIODICALLY INSPECTED AND INSPECTED AFTER EVERY STORM EVENT TO VERIFY IT IS INSTALLED 4. MULCH ALL BEDS WITH 3" DEPTH, SHREDDED PINE BARK MULCH OVER A 10 MIL
AND FUNCTIONING CORRECTLY. THE SILT FENCE, CHECK DAMS, SILT DIKE AND INLET PROTECTION WEED MAT EQUAL TO "WEED BLOCK" BY EASY GARDENER OR DEWITT "WEED BARIER". SOILS INFORMATION
WILL COMPLY WITH THE DETAILS AND SPECIFICATIONS OUTLINED ON THE EROSION
AND SEDIMENT CONTROL PLANS (ES1 THRU ES5), AND THIS REPORT. THE EXISTING LOPE'S SITE HAS SOILS THAT HAVE CHARACTERISTICS OF
5. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED. A PRE -DEVELOPED SITE, INCLUDING ASPHALT PAVEMENT, TOPSOIL AND
THIS NARRATIVE, AND THE EROSION AND SEDIMENT CONTROL PLANS, OUTLINE A MAINTENANCE FILL MATERIAL. ACCORDING TO THE USDA NATURAL RESOURCES
PROCEDURE, SEQUENCE OF CONSTRUCTION, AND SPECIFIC REQUIREMENTS FOR THE CONTRACTOR 6, STAKE AND WRAP TREES IMMEDIATELY AFTER PLANTING. CONSERVATION SERVICES (MRCS) THE UNDER LYING SOIL CONSITS OF
TO MINIMIZE LAND DISTURBANCE, TRACKING OF MUD AND SEDIMENTS AWAY FROM THE LIMITS SOILS CLASSIFIED AS MURVILLE MURKY SAND (MU), MANDARIN SAND
OF CONSTRUCTION AND TO MAXIMIZE THE EFFECTIVENESS OF THE SEDIMENTATION AND EROSION (MN), TORHUNTA MUCKY FINE SANDY LOAM (TO), AND LEON SAND (LN).
CONTROL DEVICES. 7. ONE YEAR GUARANTEE SHALL BE PROVIDED ON ALL PLANT MATERIALS FROM DATE
OF FINAL ACCEPTANCE.
ReVISIOriS: Data:
SEQUENCE OF CONSTRUCTION 8. LAWN FERTILIZER TO BE APPLIED AT A RATE OF 25 LB./1,000 SF MULCH WITH STRAW AT A 1
A. A PRE -CONSTRUCTION MEETING SHALL BE HELD BY THE LOWE'S PROJECT MANAGER, RATE OF 75 LB./1,000 SF IMMEDIATELY FOLLOWING SEEDING OPERATIONS.
THE OPERATOR'S ENGINEER, AND ANY REQUIRED STATE REPRESENTATIVE PRIOR TO 2
LAND DISTURBING ACTIVITIES. 9. ALL AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL
A HEALTHY STAND OF GRASS IS OBTAINED.. - 3 `
B. INSTALL BMP'S AT THE LOCATIONS SHOWN ON THE EROSION AND SEDIMENT CONTROL
PLANS. MAINTENANCE NOTES 4
C. GENERAL CONTRACTOR SHALL CONSTRUCT THE TEMPORARY PARKING AND STORAGE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE
AREA, WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE, FUEL STORAGE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY 5
AND CLEANING AREA. FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF
WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL E
D. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEER CONSULTANT TO PERFORM MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN
INSPECTION OF BMP'S CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND 7
CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:
E. CLEAR AND PREPARE (DEMOLISH, REMOVE, ETC.) THE SITE WITHIN THE LIMITS OF DISTURBANCE, 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY 8
THIS SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHOW SIGNS OF UNDERMINING OR DETERIORATION. g
ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER
CLEARING AND PREPARING THE SITE. 2. ALL SEEDED AND MULCHED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD
NTER STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, MULCHED AND RE -SEEDED
F. CONSTRUCT PROPOSED BUILDING PAD AND ADDITIONS. AS NEEDED.
G. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAS CEASED TEMPORARILY
FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. DISTURBED 3. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC Win`"1 f
AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE CEASED PERMANENTLY FOR -WASHING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.
MORE THAN 7 DAYS SHALL BE PERMANENTLY SEEDED AND WATERED, OR COVERED WITH
ASPHALT.
4. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS, IF DAMAGED. SEDIMENT q 4
H. CONSTRUCT ALL CURB AND GUTTER AND STORM SEWER APPURTENANCES SHOWN ON THE
SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE r
SILT FENCES.
EROSION AND SEDIMENT CONTROL PLAN. INLET PROTECTION MAY BE REMOVED TEMPORARILY '\
REMOVED FOR THIS CONSTRUCTION.
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE Seal Seal.
FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY
I. REMOVE INLET PROTECTION AROUND INLETS NO MORE THAN 48 HOURS PRIOR TO PLACING PARKING AND STORAGE AS CONDITIONS DEMAND. PROJECT MANAGER DATE
STABILIZED BASE COURSE.
J. FINALIZE PAVEMENT SUBGRADE PREPARATION. GENERAL EROSION & SEDIMENT_ CONTROL NOTES PROJECT ENGINEER / ARCHITECT DATE
K. - INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY
GOVERNING AUTHORITIES.
L. CARRY OUT FINAL GRADING AND SEEDING AND PLANTING.
2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TOTHE STORM WATER POLLUTION PREVENTION PLAN PROJECT DESIGNER DATE
M. REMOVE TEMPORARILY INLET PROTECTION ONCE THE SITE HAS BEEN STABILIZED. (SWPPP) DURING CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOT DISTURB BEYOND THE LIMITS SHOWN
ON THE EROSION AND SEDIMENT CONTROL PLANS.
3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL tEMPORARY EROSION AND SEDIMENT CONTROL Cop right a 2006
MEASURES HAVE BEEN INSTALLED.
APD Engineering
sasw�ew.sw,.ma
H.cS"x, hY W2S
4. ALL EXPOSED AREAS SHALL BE SEEDED, AS SPECIFIED, WITHIN 7 DAYS OF FINAL GRADING,
Drawing Alteration
5. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED AS SPECIFIED.
It is a violation of law for any person,. unless acting under the direction of
licensed Architect, Professional Engineer, I andscape Architect, or Land
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS
Surveyor to alter any item on this document in any way.
AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, OR MORE FREQUENTLY 1F REQUIRED. ALL
Any licensee who alters this document is required by law to affix his or
MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN
her seal and to add the notation "Altered By" followed by his or her
48 HOURS OF REPORT.
signature and the specific description of the alteration or revision.
STAKING:
GUYING:
DO NOT SCALE PLANS
FOR ALL TREES 4" CAL
AND EVERGREENS b'-12'HT.
FOR ALL TREES LARGER
THAN 4' CAL. AND EVER
7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL
Copying, Printing, Software and other processes required to produce
GREENS LARGER THAN 12'
NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.
these prints can stretch or shrink the actual paper or layout. Therefore,
scaling Of this drawing maybe inaccurate. Contact APD Engineering
with any need for additional dimensions or clarifications.
SET TRUNK PLUMB
8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
2 STANDS N0.12 GALV. GUY
WIRE. PROVIDE (3) PER
TREE EQUALLY SPACED
9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON
WITH TURNSUCKLES (1/2'x6l
SITE INSPECTION.Apr
ff
GARDEN HOSE-
WRAP TRUNK WITH HEAVY
10. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE
2 STRANDS No.12GALV.
CREPE PAPER, BURLAP, OR
OTHER SUITABLE MATERIAL
ENDS SHALL BE COVERED WITH FILTER FABRIC.
PLIABLE STEELWRE
IN fin TO 8' STRIPS
(TWIST TO TIGHTEN)
RODENT GUARD (A.O.B.E.)
11. MAINTAIN 26 WIDE DRIVE FROM ACCESS ROAD TO 10,000 S.F. LAYDOWN AREA AND 25' WIDE DRIVE FROM
LAYDOWN AREA TO BUILDING ADDITION AREAS. CONTRACTOR SHALL USE EXISTING ASPHALT DRIVE FOR
2"x2• STAKE (3 wAvy
f FLAGGING
ACCESS. CONTRACTOR TO ENSURE THAT SILT AND MUD IS NOT TRACKED ONTO ADJACENT R.O.W.'S OR PARCELS.
WEED BARRIER
T1
24'1
1 i
LAYDOWN AREA TO BE CONSTRUCTED ON EXISTING PAVED SURFACE. COORDINATE LOCATION OF LAYDOWN
AREA WITH LOWES PROJECT MANAGER.
APD Engineering
1
1
600
3" MULCH
I
FINISHED GRADE
12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE MEANS NECESSARY TO ESTABLISH PERMANENT
3445 Winton Place - Suite 208
ROOT
SOIL STABILIZATION,
Rochester, NY 14623
NOTES:
BALL
2"x4"x48' WOOD
STAKES -NOTCHED
585.273.0273
1. USE 8' STAKES 6°
13. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS.
585.273.0276.fax
DRIVE 48" BELOW
www.apd.com
GROUND.
2. ROOT COLLAR
12°-'
12°
mG
TOPSOIL MIXTURE
14. ALL STOCKPILES OF TOPSOIL AND/OR FILL BROUGHT ONTO THE SITE SHALL BE COVERED BY WATERPROOF TARPS TO
TO BE SLIGHTLY
ABOVE SURROUNDING
PREVENT EROSION DURING RAIN EVENTS.
Lowe's Garden
GRADE.
15. GENERAL CONTRACTOR SHALL DENOTE, ON THIS PLAN, THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL
ALSO BE USED AS THE EQUIPMENTMAINTENANCE, FUEL STORAGE CONCRETE WASHING AND CLEANING AREA.
TREE PLANTING DETAILCenterEmansion
16. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DONE DETAINED
N.T.S.
AND PROPERLY TREATED OR DISPOSED,
Store #0619
>OFRTTHE ODIKEHSHOULo
17. IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,
FOLDED UNDER
BE OlD D U DE
ALLCONCRETE
THE RELATED BORROW OR WASTE ACTIVITYSHALL CONSTITUTE PART THE LAND -DISTURBING ACTIVITY UNLESS
5219 US Highway 70
y
THE DIKE SECTION AND
TRUCKS
BLACK LETTERS
THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BY
GLUED DOWN
ANCHOR BALES WITH
SHALL
WASHOUTHERE
ON WHITE
THE DIVISION OF SOLID WASTE MANAGEMENT. IF THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR
(2) 2"xYx4
BACKGROUND
WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND -DISTURBING
Town of Morehead City
A
STAKES PER BALE
GALVANIZED "U"
ACTIVITIES.
CHANNEL POST
�+ �+ p�
Carteret, County, NC
DIKE SECTION
ADHESIVES: ADHESIVE SHALL BE PLACED WHERE
CONCRETE PAVEMENT USE LIQUID NAIL THE UNITS OVERLAP AND A 20' STRIP
OR APPROVED EQUAL, ALONG BOTH EDGES.
ASPHALT PAVEMENT USE EMULSIFIED
ASPHALT.
DETAIL A -A
SILT DIKE
(ON EXISTING PAVEMENT)
N.T.S.
° n
° 10 MIL POLYETHYLENE �
SHEETING
BALES TO BUTT FINISH GRADE
APD Linginecring Project: Lowe's of Morehead City
n n # 3.I-fS Winton Place. StIi ?OS PrOjeCt No.:.. 05-027 NOTES: ' based or, 10-year dz sign .>i��lrl7 - Project Name & Location:
0 0 ° ° n o ° o SIGN SHALL BE PLACED
IN A PROMINENT LOCATION Rochester, NY 14623 County, State: Carteret County, NC Matching crov+n of pipes
AGGREGATE ? AT WASHOUT AREA
By: CJK Min raver = t D ft
.. pate: January20 2006 • All CMP is full Coated rQ ion ail a I'll Ili
PLAN WASHOUT. SIGN y p''�}}�p'� /'q p'q
. All CPP is smooth limed Control t.l o f Notes f 1 Details
BINDING WIRE 6" MIN 1MBEDMENT
(TYPICAL) StormSewer i...omputations
STRAW BALE (TYPICAL) EXISTING GRADE
10 MIL Drawing Name:
POLYETHYLENE
SHEETING
WOOD STAKE (TYPICAL)
SHGWT SZ
6" MIN DEPTH
NOTES:
AGGREGATE
ALL AROUND
1. WASHOUT AREA(S) SHALL BE INSTALLED IN A
TYPICAL SECTION
LOCATION EASILY ACCESSIBLE BY CONCRETE TRUCKS.
1. CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAK FREE
2, ONE OR MORE AREAS MAY BE INSTALLED ON THE
AND CONTAIN ALL LIQUID WASTES.
2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR
CONSTRUCTION SITE AND MAY BE RELOCATED AS
VOLUME TO COMPLETELY CONTAIN THE LIQUID WASTES GENERATED.
CONSTRUCTION PROGRESSES,
3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED
3. AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND
AND READY TO USE ONCE WASHOUT IS 757 FULL
AND AGGREGATE AND DISPOSE OF PROPERLY.
CONCRETE WASHOUT AREA DETAIL
NOT TO SCALE
PrOjeCT NO.
Date: 2/02/00
05-0275
Type:
Drawn By: BWM ES 5
Scale: - N.T.S. Drawing No.
M
24x36 $ µEa
e-

I -
� SECTION 02020 - EROSION AND SEDIMENT CONTROL
SECTION 02920 - LANDSCAPING
-
PARTI-GENERAL
.1 PART
1 - GENERAL
1.01
SUMMARY
1.01
INTENT
A.
'Me Contractor shall furnish all materials and perform all work in accordance with these specifications,
I
A.
The nuin concern associated with erosion on a construction site is the movement of soil off the site and its
drawings, and instructions provided by the Owner, so that the intended vegetative cover, plants, trees, etc.,
impact on water quality. It is the Owner's intent that the Contractor install and maintain sufficient erosion
B.
flourish beyond the time limits set by their guarantee.
The work shall include everything shown on the drawings and required by the specifications and everything
control practices to retain sediment within the boundaries of the site in addition to complying with regulatory
to which in the judgment of the Owner is incidental to what is shown on the drawings or required by the
authorities having jurisdiction and local erosion and sedirnentation control laws and ordinances. All erosion
specifications.
control methods and devices used shall conform to the latest requirements imposed by federal, state and local
authorities. The Contractor shall be responsible for repair of any damage caused and shall be financially
1.02
REFERENCE STANDARDS
responsible for any penalties imposed.
A.
Plant material shall, as a minimum, in all cases conform with requirements of the American Standard for
Nursery Stock latest versions of rules and grading adopted by the American Association of Nurserymen,
B,
lt shall be the Contractor's responsibility to review the erosion and sediment control drawing(s) that has been
Inc., unless upgraded as to meet the additional requirements as presented in these specifications and on the
included in the site construction drawings, prepared by the engineer, prior to implementation.
drawings.
1.02
SUN04ARY
1.03
QUALITY ASSURANCE
A.
Work under this section shall include but not be lintited to, installation and maintenance ofboth temporary and
A.
All work completed and materials furnished and installed shall be of the best quality and shall be in strict
permanentsoil erosion control measures, slope protection and. stabilization measures, protection of all surface
accordance with the intention of the drawings, specifications and samples. The Contractor shall cooperate
with the, Owner so that no error or discrepancy in the drawings or specifications shall cause defective or
water and property both on and off site. This work shall include aU labor, materials, and equipmentnecessaryto
inappropriate materials to be used or poor workmanship to be allowed and so that the work may proceed in
meet all applicable requirements and as specified in the contract documents.
the most efficient and effective manner. If there is a discrepancy between the graphic count of plants and
the drawing list count of plants on the landscape drawing, the graphic count shall govern.
1.03
REFERENCE STANDARDS
B.
Work must be carried out only during weather conditions favorable to landscape construction and to the
A.
All applicable standards and requirements of all regulatory authorities havingiurisdiction, including local soil
C.
health and welfare ofplants.
Before commencing work, all trees and shrubs which are to be saved must be protected from damage by the
conservation agencies
placement of fencing flagged for visibility or some other suitable protective procedure approved by the
Owner. No work may begin until this requirement is fulfilled.
1.04
QUALITY ASSURANCE
D.
In order to avoid damage to roots, bark or lower branches, no truck or other equipment shall be driven or
A.
Soil erosion and sediment control measures shall be implemented in accordance with the requirements and
parked within the drip line of any tree, unless the tree overspreads a paved way.
procedures outlined in this specification, contract drawingsand documents, the state standardsor guidelines for
E.
The Contractor shall use any and all precautionary measures when performing work around trees, walks,
I
soil erosion and sediment control, and all regulatory authorities having jurisdiction. Where conflict between
F.
pavements, utilities, and any other features either existing or previously installed under this contract.
'Me Contractor shall adjust depth of eartbwork and topsoil when working immediately adjacent to any of
B.
requirements exist, the rnore restrictive rules shall govern.
The Contractor shall provide all temporary control measures shown on the drawings, or as directed by the
the aforenientioned features in order to prevent disturbing tree roots, undermining walks and pavements,
and damage in general to any existing or newly incorporated item.
Owner, Ownees representative, or soil conservation district for the duration ofthe contract, Erosion control
G.
Plants transported to the project in open vehicles shall be covered with tarpaulins or otheT suitable covers
drawings are intended to be a guide to address the stages ofwork shown. Additional erosion control measures
securely fastened to the body of the vehicle to prevent injury to the plants. Closed vehicles shall be
not specified on the drawings may be necessary and shall be implerriented to address intermediary stages of
adequately ventilated to prevent overheating of the plants. Evidence of inadequate protection following
work and any conditions that may develop during construction at no cost to the Owner.
digging, carelessness while in transit or improper handling or storage shall be cause for rejection. All
plants shall be kept moist, fresh, and protected. Such protection shall encompm the entire period during
C.
Temporary control provisions shall be coordinated with permanent erosion control features to the extent
which the plants are in transit, being handled, or are in temporary storage.
practical to assure economical, effective and continuous erosion control throughout the construction and post-
H.
Where excavating, fill, or grading is required within the drip line of trees that are to remain, the work shall
construction period.
be performed as follows:
D.
Soil erosion and sediment control measures shall at all times be satisfactory to the Ownces Representative.
I . TRENCHING: When trenching occurs around trees to remain, the tree roots shall not be cut but the
Owner's Representative will inform the Contractor ofunsatisfactory construction procedures and operations if
trench shall be tunneled under or around the roots by careful band digging and without injury to the
observed. If the unsatisfactory construction procedures and operations are not responded to and corrected
within 48 hours, the Owner's Representative may suspend the performance ofany or all other construction until
roots;
2. RAISING GRADES. When the existing grade at tree is below the new finished grade, and filI not
the unsatisfactory condition has been corrected, Such suspension shall not be the basis of any claim by the
exceeding 12 inches is requir4 clean, washed gravel graded from I to 2 inches in size shall be placed
directly around the tree trunk. Ile gravel shaft extend out from trunk on all sides a minimum of4 feet
Contractor for additional compensation nor for an extension of time to complete the work. Any complaints,
and finish approximately 2 inches above the finished grade at tree. Install gravel before any earth fill is
fines, etc. relating to ineffective erosion control, shall be the sole responsibility of the Contractor.
placed. New earth fill shall not be left in contact with the bunks of any trees requiring fill. Where fill
- E.
The Contractor shall inspect all soil erosion and sediment control measures at least at the beginning and end of
exceeding 16 inches is required, a dry laid tree well shall be constructed around the trunk of the tree.
The tree well shall extend out from the trunk on all sides a minimum of 3 feet and to 3 inches
I
-
each day to ascertain that all devices are functioning properly during construction. Maintenance of all soil
erosion and sediment control measures on the project site shall be the responsibility of the Contractor until the
above
finish grade. Coarse grade rock shall be placed directly around the tree well extending out to the drip
line of the tree. Clean, washed gravel graded from I to 2 inches in size shall be directly
1.
project is I 00% complete, and until the permanent soil erosion controls are established and in proper working
placed over the
coarse rock to a depth of 3 inches. Approved backfill material shall be placed directly over the washed
condition.
gravel to desired finished grade;
F.
'Me Contractor shall protect adjacent properties and watercoursc:s from soil erosion and sediment darnage
3. LOWERING GRADES, Existing trees in areas where the new finished grade is to be lowered shall
throughout construction.
have regrading work done by hand to elevation as indicated. Roots shall be preserved at the new grade
to the extent possible and covered with topsoil; and,
4� Trm marked for preservation that arc located more than 6 inches above proposed grades shall stand
1.05
SEQUENCE OF CONSTRUCTION
1.
on broad rounded mounds and be graded smoothly into the lower level.
The Owner reserves the right to inspect and reject plants at any time and at any place.
A.
'Me approved construction sequence, as perinitted/approved shall be adhered to during the execution ofwork
J.
The Owner shall have the final approval for acceptance of the landscaping,
under this section. All soil erosion and sediment control measures shall be installed in accordance with the
phasing sequence shown on the contract documents.
1.04
QUALITY OF PLANTS
A.
Plants shall in all cases conform to requirements of the American Standard for Nursery Stock latest
PART2-PRODUCTS
versions of rules and grading adopted by the American Association of Nurserymen, Inc., but upgraded to
meet the additional requirements herein.
B.
Unless specifically noted otherwise, all plants shall be of selected specimen quality, exceptionally heavy,
2.01
MATERIALS
symmetrical, tightly knit, so trained or favored in their development and appearance as to be superior in
A.
Contractor shall provide all materials necessary to perform the Work.
formi, number of branches, compactness and symmetry. All plants shall have a normal habit or sound,
healthy, vigorous plants with well -developed root systern.
C.
Plants shall be free of disease, insect pests, eggs or larvae.
PART 3 - EXECUTION
D.
Plants shall not be pruned before delivery.
E.
Trets with abrasion of the bark, sunscalds, disfiguring knots or fresh cuts of limbs over 11/4 inches, which
3.01
GENERAL REQUIREMENTS
have not completely calloused, shall be rejected.
A.
imp the Stormwater Polhificin Prevention Plan provided in the
The Contractor shall comply With and l,eMCnt
F.
All plants shall be typical of their species or variety and shall have a normal habit of growth and be legibly
tagged with the proper name. All plants shall have been grown under climatic conditions similar to those in
B.
contract documents. c, urr ndi ns. Any deviation
Review the soil erosion and sediment control drawings as they apply t c ent site cO tiO
the locality of the site of the project under construction or have been acclirmted to such condition for at
least 2 yvars.
from the drawings must be submitted for approval to the site engineer in writing at least 72 hours prior to
G.
The root system of each shall be well provided with fibrous roots. All parts shall be sound, heaMy,
commencing that work.
vigorous, well branched and densely foliated when in leaf.
C.
Notify authority having jurisdiction, in writing at least 72 hours or sooner ifrequired by local regulations prior
H.
Alt plants designated ball and burlap (B&B) must be moved with the root systems as solid units with balls
to initial land disturbance.
of earth firmily wrapped with burlap. Ile diameter and depth of the balls of earth must be sufficient to
D.
All Phase I soil sediment and erosion control devices shall be in place prior to any earthwork constrUetion, in
encompass the fibrous root feeding systems necessary for the healthy development of the plant. No plant
shall be accepted when the ball of earth surrounding its roots has been badly cracked or broken preparatory
their proper sequence, and maintained until permanent protection is established.
to or during the process of planting. The balls shall remain intact during all operations. All plants that
E.
The limit of the area of any earthwork operations in progress shall be cormnensurate with the Contractor's
cannot be planted at once must be heeled -in by setting in the ground and covering the balls with soil or
capability and progress in keeping the finished grading, mulching, seeding and other such permanent control
mulch and then watering. Hemp burlap and twine is preferable to treated. If treated burlap is used, all twine
nwasureS Cuffent and in accordance with the accepted schedule for construction phasing. Should seasonal
1.
is to be cut from around trunk and all burlap is to be removed.
The trunk ofeach tree shall be a single trunk growing from a single wunutilated crown ofroots. No pan of
limitations make such coordination unrealistic, as determined bythe Owner's Representative, ternporary erosion
the trunk shall be conspicuously crooked as compared with normal trees of the same variety.
control measures shall be provided immediately by the Contractor at no expense to the Owner-
J.
Ile thickness of each shrub shall correspond to the trade classification No. 1. Single sternmed or thin
F,
Temporary erosion control measures shall be used to correct conditions which develop during construction that
plants shall not be accepted, The side branches must be generous, well twigged, and the plant as a whole
'Me
are needed prior to installation ofpernment control features, or that am temporaffly needed to control erosion
well branched to the ground. plants must be in moist condition, free from dead wood, bruises or other
that develops during normal construction practices, but are not associated with perinanent control features. On
root or branch injuries.
G.
the project.
The Contractor shall incorporate all permanent erosion control features into the project at the earliest practical
1.05
A.
PLANT SIZES
Plants shall be measured when branches are in their normal position.
time to minirnize the need for ilerripomry controls.
D.
Shrubs shall meet the requirements for spread, height or container size stated in the plant list. The
H.
A temporary construction entrance pad shall be installed and maintained at any point where construction
measurements are to be taken from the ground level to the average height of the shrub and not to the
longest branch. Height and spread dimensions specified refer to the main body of the trm (measured from
vehicles enter a public right-017-way, street Or parking arm, The pad shall be used to eliminate mud from the
coinstruction area onto public right-of-way. The pad shall beconstrucled as shown on the drawings. Any mud
C.
the crown of the roots to the tip ofthe top branch) shall be not less than the minimum size designated.
Caliper measurements shall be taken at a on the trunk 6 inches line for
or debris tracked on streets shall be cleaned up immediately.
point above natural ground trees up
to 4 inches in caliper, and at a point 12 inches above the natural ground line for trees exceeding 4 inches in
I.
Any disturbed or stockpiled areas that will be left exposedmore than 14 days or less according to State NPDES
caliper.
shall inuriediately re ivete orary or pe n ts ing. M111 st aw U
Gene cc nip rma en ced chl r sha he
D.
If a range of size is given, no plant shall be less than the minimum size, and not less than 50% of the plants
'ralStormwaterpermits
used ifthe season prevents the establishment ofa temporary cover. DisWrbed areas shall be liffird and fertilized
E.
shall be as large as the upper half of the range specified.
The measurements specified are the niinimurn size acceptable and, where pruning is required, are the
­
� 1,
prior to temporary seeding.
Permawnt vegetation shall be established as specified on all exposed areas within 14 days or less according to
measurements after pruning.
State N'PDES General Stormwater Permits after final grading. Mulch as necessary for seed protection and
1.06
MAINTENANCE OPERATIONS BEFORE APPROVAL
_�
, I
establishment. Lime and fertilize seedbed prior to permanent seeding.
A.
Plant care shall begin immediately after each plant is satisfactorily installed and shall continue throughout
the life ofthe contract until final acceptance ofthe
K,
Slopes shall be pernianenfly seeded and mulched as the excavation or fill proceeds to the extent Possible.
slopes that erode easily shall be temporarily seeded and mulched. Slopes 2:1 or steeper or as indicated on
B.
project.
Care shall include, but not be limited to, replacing mulch that has been displaced by erosion or other means,
repairing and reshaping water
rings or saucers, maintaining stakes and guys as originally installed, watering
drawings shall be protected with stabilization fabric per specifications-
when needed or directed, and performing any other work required to keep the plants in a healthy condition,
L
All storm drainage outlets must be stabilized, as specified, before the discharge points become operational.
C.
Contractor shall remove and replace all dead, defective and/or rejected plants as required before final
M.
Equip all inlets with inlet protection irMWdiately UpOncOnstruction.
Discharge from de -watering. operations for the excavated areas shall not be directed to surface waters without
D.
acceptance.
Grassed areas damaged during the process of the work shall be the responsibility of the Contractor, who
shall restore the disturbed areas to a condition satisfactory to the Owner. This include filling
first properly removing the Sugpend,Cd Sediment through filtration alWOr settlerrieriL The Contractor sball obtain
may to grade,
fertilizing, seeding and mulching.
any required permits associated with dewatering activities.
N.
The quantity of silt fence to be installed will be affected by the actual conditions that occur during the
1.07
ONE YEAR GUARANTEE
construction of the project. Silt fence shall be installed at locations shown on the drawings and any additional
A.
Plants shall be guaranteed for a period ofone year after final acceptance by the Owner.
'Me
locations necessary for proper erosion control. The Contractor shall maintain the silt fence until the project is
B.
condition ofall new plant materials is the responsibility of the Contractor and shall be approved by the
Owner.
stabilized and shall remove and dispose of the silt fence and silt accumulations.
C.
Until final approval, any replacement offilant materials that may be necessary shall be at the expense of the
0.
A minimum 30,000 SF, 6- thick stone base laydown area shaU be constructed on grade as located on the
Contractor.
drawings or as directed by the Owner. When the job nears completion, this stone maty be incorporated into the
D.
In addition to other standard provisions, the Contractor's bid amount shall also provide for the following:
pavement section provided it is left in place and that any overlying contaminated material has been removed.
I - Maintenance necessary during establishment period (when required by the Owner);
2. Replacement in kind of all plant materials not in a healthy growing condition or that have died back to
P.
Soil erosion and sediment control shall include but not be lintited to the approved measures. The Contractor
the crown or beyond normal pruning limits; and,
shall be responsible for providing all additional measures that may be necessary to accomplish the intent ofthe
3. The Contractor shall also be responsible for any damage caused by his operations and shall dispose of
drawings.
all rubbish and excess soil as directed.
Q.
Comply with all other requirements of authorities having jurisdiction.
I
PART 2
- PLANTING MATERIALS
END OF SECTION 02020
2.01
TOPSOIL
A.
Work Included - Place topsoil in areas designated on the drawings or as specified herein.
B.
Areas - All exterior ground within the limit ofcontract, except surfaces occupied and except areas indicated
to be undisturbed, shall be topsoiled.
C.
Preparation - Disk, drag, harrow or hand rake subgrade to a depth of 3 inches to provide bond for topsoil.
Topsoil, which must be transported across finished walks, shall be delivered in such a manner that no
damage will be done to the walks. The Contractor shall be responsible for the repair of such damage.
D.
Placement of'ropsoil - Before placing topsoil, rake subsoil surface clear of stones larger than IV;! inches,
debris, and roots. Compact topsoil to form a layer with minimum depth of 4 inches in lawn areas and 12
inches in shrub beds. Topsoil shall be placed so that after final settlement there will be good drainage (and
eti hown on drawings). Contractor is to maintain surfaces and place any additional
topsoil necessary to replace that which may have eroded before acceptance.
%0
0
0
N
1�
in
�r_
-1
N
0
It
N
in
7 :Mx36
4*
r-
E. Topsoil: Natural, friable, fertile, fine loamy sod possessing the characteristics of representative topsoils in
the vicinity which produces a heavy growth; free from subsoil, objectionable weeds, litter, sods, stiff clay,
stones larger than I inch in diameter, stumps, roots, trash, toxic substances, or any other material which
imy be harmful to plant growth or hinder planting operations. Contractor is to verify amount stockpiled and
supply any additional as needed,
I . Topsoil shall contain not less than 60/6 nor more than 20% organic matter as determined by the wet
combustion method (chronic acid reduction); topsoil shall have a pH value of not less than 5.5 nor
more than 7.0;
2. Topsoil shall meet the following mechanical analysis:
Size of Scre % of Soil Retained % of Soil Passing
0.025mm 0 100
0.006nim 3 97
No. 100 40-60 40-60
Imported topsoil in which more than 60% of the truiterial passing a No. 100 sieve (clayey) shall he re-
jected, All percentages are to be based on the dry weight of the samples; and,
3. Laboratory tests of the topsoil shall be performed by a certified testing laboratory, and shall perform
tests for the following:
a. Sieve analysis and percentage of clay
b. Hydrogen ion concentration
c. Percentage of organic matter
d. Amount of the following nutrients:
1) Ammonium nitrogen
2) Nitrate nitrogen
3) Available phosphorous
4) Available potassium
c. Recommended fertilizer and rate of application for low and medium level nutrient soils.
2.02 FERTILIZER
A. Fertilizer shall be delivered to the site, mixed as specified, in the original unopened standard size bags
showing weight, analysis and name of manufacturer. Store fertilizer in a weatherproof place and in such a
manner that it shall be kept dry and its effectiveness shall not be impaired.
B. Percentages of nitrogen, phosphorus and potash shall be based on laboratory test recommendations. For the
purpose of bidding, assume 10% nitrogen, 6% phosphorus and 4% potash by weight. At ]east 5001. of the
total nitrogen shall contain no less than 3% water -insoluble nitrogen. At least 60% of the nitrogen content
shall be derived from super-phospbate containing not less than 18% phosphoric acid or bone meal
containing 25% - 30% phosphoric acid and 2% - 3% nitrogen. Potash shall be derived from muriatc of
potash containing 55% - 60% potash.
C. Grass or sodded areas shall have fertilizer applied with a thorough watering immediately following
application at the rate of 20 pounds per 1,000 square feet harrowed into the top 2 inches of seedbed.
2.03 PEAT MOSS
A. Peat moss shall be Michigan peat moss or approved equal by the Owner in color and consistency, to be
used for planting soil mixture only.
B. Peat moss shall be finely shredded to pass a Yz inch mesh and shall be no less than 901/o organic material by
weight, with an as ' h content by ignition of no more than 10%.
C. Material shall contain no less than 35% and no more than 660/. moisture by weight, but shall have a water -
holding capacity of 150% - 200%.
D. Material shall have a pH value between 4 and S.
E. Material may be imported (supplied in bales) or domestic (furnished in bulk).
F. Peat moss shall -not be used as mulch, except on ground cover.
2.04 SHREDDED PINE BARK MULCH
A. Shredded pine bark mulch or approved equal shall be used as a 3 inch, after settlement, top dressing in all
plant beds and around all trees planted by the Contractor. Single trees or shrubs shall be mulched to the
outside edge of the saucer. Mulch shall he of sufficient character as not to be easily displaced by wind or
water runoff. .
2.05 STAKING MATERIAL
A. Stakes shall be 2" x 2" x 8'prcssure treated wood. 3 stakes per tree.
B. Wire tree staking sliall be pliable No. 12 galvanized soft steel wire.
C. Hose shall be two-ply fiber -bearing rubber garden hose, not less than V. inch inside diameter, black or
green, and of suitable length,
2.06 WATERING
A. Owner will provide water, if available on -site, however if water is not available the Contractor shall furnish
all necessary water. 'Me Contractor shall furnish hose and other watering equipment.
2.07 LAWN SEED
A. Lawn seed mixture shall be fresh, clean new crop seed. The Contractor shall furnish to the Owner the
dealees guaranteed statement of the composition of the mixture and the percentage of purity and
gerniination of eacb variety.
2.08 WEED MAT
A. Lay 10 mil sheets of "Easy Gardner Weed Block", "Dewitt Weed Barrier" or approved 10 mil equivalent
by the Owner. The weed mat shall be placed under all planting areas not to be seeded, or as directed on
drawings. The mat shall be covered with mulch and secured in place by a soil anchor.
2.09 EDGING
A. Edging shall be 1/9' x 4" interlocking aluminum edge, staked with metal stakes sufficiently to hold in
place.
2.10 STONE MULCH
A. Install stone mulch as per drawings, details and specifications.
B. The size and color (1,,'the stone mulch should be as per the drawings placed to a depth of 3 inches.
C. Adjust grades allowirig for thickness of mulch by cutting or filling. Assure 2% pitch away from building.
Rake surface smoothand even and roll or tamp so that subgrade is unifornily firm.
D, Lay 6 n-dl sheets of "Visqueen" type polyethylene, on the compacted subgrade before placing stone,
minimum overlap shill be 6 inches. Perforate sheeting in plant beds before placing stone.
2.11 SOD
A. Sod shall be a species recommended by an experienced local A.N.A.-certified nursery. Sod to be strongly
rooted, weed -disease and pest free and uniform in thickness.
B. All slopes greater than 3:1 shall be pegged to hold sod in place.
2.12 EROSION CONTROL BLANKET/FABRIC NETTING
A. Contractor shall provide and install erosion control blankets on all slopes 2:1 or greater and at other
locations where indicated on the drawings. Blankets shall be "Curlex 11" by American Excelsior Company,
"S 1 50" by North American Green or "Landlok CS2" by Synthetic Industries.
B. The area to be covered shall be properly prepared, fertilized, and seeded before blanket is applied. in
ditches, the blanket shall be applied in the direction of the flow of water, butted snugly at ends and side and
stapled. On slopes, the blankets shall be applied either horizontally or vertically to the slope. Ends and sides
shall be butted snugly and stapled. Staple to manufacturer's recommendations.
PART 3 - PLANTING PROCEDURES AND EXECUTION
3.01 DIGGING AND HANDLING
A. Bare rooted shrubs shall be dug with adequate fibrous roots. Roots of these plants shall be covered with a
uniformly thick coating of mud by being puddled immediately after they are dug, or packed in moist straw,
or moss.
B. Balled arid burlapped plants shall be dug with firm natural balls of earth of sufficient diameter and depth to
include most of the fibrous roots.
C. Roots or balls of all plants shall be adequately protected at all times from the sun and from drying winds.
D. All balled and burlapped plants which cannot be planted inunediately upon delivery shall be set on the
ground and shall be well protected with soil, wet moss or other acceptable material. Bare rooted plants,
which cannot be planted immediately, shall be heeled -in upon delivery. All shall be kept moist.
E. Bundles of plants shall be opened and the plants separated before the roots are covered. Care shal I be taken
to prevent air pockets among the roots. During planting operations, bare roots shall be covered with canvas,
hay or other suitable material. No plant shall be bound with wire or rope at any time so as to damage the
bark or break the branches.
3.02 TREES AND SHRUB PLANTING OPERATIONS
A. Planting operations shall be performed at a steady rate of work unless weather conditions make it
impossible to work. No plant material shall be planted in frozen ground.
B. Tle Contractor shall provide sufficient tools and equipment required to carry out the planting operation.
C. All plants too large for two men to lift in and out of holes shall be placed with a sling. Do not rock trees in
holes to raise.
D. For soil mix for plantholes, see Article 2.0 1, Topsoil.
E. If rock or other utWerground obstructions are encountered, the Owner Huy require plant pits to be
relocated, the pits enlarged or the plants deleted from the contract.
F. Locations containing unsuitable subsoil shall be treated in one of the following manners:
I . Where unsuitability within the construction site is deemed by the Owner to be due to excessive
compaction caused by heavy equipment or by the presence of boards, mortar, concrete or other
construction materials in subgrade, and where the natural subsoil is other than A.A.S.H.T.O.
classification of A6 or 7, the Contractor shall loosen such areas with spikes, discs, or other means to
loosen the soil to a condition acceptable by the Owner. The Contractor shall also remove all debris
and objectional material. Soil should be loosened to a minimal depth of 12 inches with additional
loosening as required to obtain adequate drainage. Contractor may introduce peat moss, sand, or
organic mattier into the subsoil to obtain adequate drainage should he so desire. All such remedial
measures shall be considered as incidental to the work and no extra payment shall be made for this part
of the work, and,
2. Where subgrade is deemed by the Owner to be unsuitable because the natural subsoil falls into an
AASHTO classification of A6 or 7 and contains moisture in excess of 30%, then such a condition shall
be rendered suitable by installation of a subdrainage system or by other means described elsewhere in
these specifications. Where such conditions have not been known or revealed prior to planting time
and where they have not been recognized in the preparation of drawings and specifications, then the
Owner shall issue a change order to install the proper remedial measures, all of which shall be in
addition to the contract sum.
G. Adjustments in locations and outlines shall be made as directed. In the event that pits or areas for planting
are prepared and backfilled with topsoil to grade prior to commencement of lawn operations, they shall be
so marked that when the work of planting proceeds, they can be readily located. In case underground
obstructions such as ledges or utilities arc encountered, location shall be changed under the direction of the
Owner without charge.
H. Holes for trees shall be at least 2 feet greater in diameter than the spread of the root system and exactly to
the depth of the root ball. Holes for shrubs and vines shall be at least 12 inches greater in diameter than the
spread of the root system and at exactly to the depth of the root system.
1. To the topsoil in the backfilling of tree holes and shrub beds, there shall be added as the progress of the
work permits, ground limestone if soil tests indicate it is needed, and commercial fertilizer at the rate of 3
pounds for trees up to 3 inches in caliper, I pound per linch in caliper for larger trees, 6 ounces for small
shrubs and 8 ounces for each shrub 4 feet or over. Ground limestone shall be ornitted in the case of acid
soil plants. The, limestone and fertilizer shall be thoroughly mixed with the topsoil in the planting
operation,
J. Ile plants shall be planted in the center of the holes and at the same depth as they previously grew. Topsoil
shall be backfilled in layers of not more than 8 inches and each layer watered sufficiently to settle before
the next layer is put in place, Topsoil shall be tamped wider edges of balled plants. Enough topsoil shall be
used to bring the surfbces to finish grade when settled.
1. A saucer shall be provided around each plant or as shown on the drawings;
2. Plants shall be soaked with water twice within the first 24 hours of time of planting. Water shall be
applied with low pressure so as to soak in thoroughly without dislodgine the toDsoil.
_______
3. Approved weed mat shall be placed under all areas to be covered with mulch. Secure weed mat in
B. If the maintenance Contractor defaults or persistently fails or neglects to carry out the work in accordance
place with a soil anchor, then cover with mulch as directed; and,
with the maintenance contract, the Owner, after 12 days' written notice to the maintenance Contractor, and
4. A 3 inch layer, after settlement, of mulch shall be applied directly on top of weed mat to the entire area
without prejudice to any other remedy they may have, may make good such deficiencies and deduct the
of each saucer or planting bed.
cost thereof, including compensation for additional services made necessary thereby, from the payment
then or thereafter due the Contractor, or at their option, may terminate the contract.
3.03
MAINTENANCE DURING CONSTRUCTION
A.
Maintenance shall begin immediately after planting. Plants shall be watered, mulched, weeded, pruned,
END OF SECTION 02920
sprayed, fertilized, cultivated, and otherwise maintained and protected until 45 days after final acceptance.
Settled plants shall be reset to proper grade and position, planting saucer restored and dead material
removed. Stakes and wires shall be tightened and repaired- Defective work shall be corrected as soon as
possible after it becomes apparent and weather and season permit.
-
B.
If a substantial number of plants are sickly or dead at the time of inspection, acceptance shall not be granted
and the Contractoes responsibility for maintenance of all plants shall be extended until replacements are
made.
C.
All replacements shall be plants of the same kind and size specified on the plant list. They shall be
finnished and planted as specified above at no cost to the Owner.
D.
Plants shall be guaranteed for a period of I year after final acceptance,
I
E.
At the end of the Establishment Period, ins7cction shall be made again. Any plant required under this
contract that is dead or unsatisfactory to the Owner shall be removed from the site. These shall be replaced
during the next planting season at no cost to the Owner.
3.04
SEEDING
A.
Area - All exterior ground within the limit of contract, except surfaces occupied by buildings and structures
and paving, except areas indicated to be undisturbed, shall be seeded or planted as shown on drawings.
1. Furnish topsoil, finish grading, prepare seedbed, seed and maintain areas as indicated on the drawings.
B.
Seed Bed Preparation - Grade areas to finish grades, filling as needed or removing surplus dirt and floating
areas to a smooth, uniform grade as indicated on grading drawings. All lawn areas shall slope to drain.
. I
Where no grades are shown, areas shall have a smooth and continual grade between existing or fixed
controls (such as walks, curbs, catch basin, elevational steps or building) and elevations shown on
drawings. Roll, scarify, rake and level as necessary to obtain true, even lawn surfaces. Loosen soil to a
I
depth of 6 inches in lawn areas by approved method of scarification and grade to remove ridges and
depressions. Remove stones or foreign matter over 2 inches in diameter from the top 2 inches of soil. Float
Revisions: Date:
lawn areas to approximately finish grades.
C.
Seed beds should be permitted to settle or should be firmed by rolling before seeding occuis.
1
D.
Seeding shall not be performed in windy weather.
E.
Seeding shall be done in 2 directions at right angles to each other.
F.
Lawn areas shall be seeded by sowing evenly with an approved mechanical seeder at the rate indicated on
2
the drawings. Culti-packer or approved similar equipment may be used to cover the seed and to form the
seedbed in one operation. In areas inaccessible to culti-packer, the seeded ground shall be lightly raked
1 3
with flexible rakes and rolled with a water ballast roller. After rolling, seeded areas are to be lightly
I I
mulched with wheat straw.
4
G.
Lawns shall be maintained by the Contractor for at least 30 days after sodding and 60 days after seeding, or
as long as is necessary to establish 85% uniform coverage of the specified grasses, or until substantial
completion of the Project or until final acceptance of lawns, whichever is later.
�
5
H.
In the event that lawn operations are completed too late in the Fall for adequate germination and/or growth,
maintenance shall continue into the following growing season or until a uniform stand of the specified
6 �
grasses has been established.
1.
Water seeded areas twice the first week to a minimum depth of 6 inches with a fine spray and once per
week thereafter as necessary to supplement natural rain to the equivalent of I inch or to a 6 inch depth.
7
J,
The surface layer of soil for seeded areas must be kept moist during the germination period. After first
1
cutting, water as specified above.
8
K.
Make weekly inspections to determine the moisture content of the soil and adjust the watering schedule
established by the irrigation system installer to fit conditions.
9
L.
After grass growth has started, all areas or parts of areas, which fail to show a unif
orm stand of grass for
any reason whatsoever shall be reseeded in accordancc with the drawings, and as specified herein. Such
areas and parts of areas shall be reseeded repeatedly until all areas are covered with a satisfactory growth of
grass at no additional cost to the Owner.
I - - __ I
M.
Waterin shall be done in such a manner and as frequently as is deemed necessary by the Owner to assure
9
,�V"#",I�,!1111W:1� ;!1�1�11,
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continued growth of healthy grass. All areas of the site shall be watered in such a way as to prevent erosion
�_ � ,
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due to excessive quantities applied over small areas and to avoid damage to the finished surface due to the
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watering equipment.
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N.
Owner will provide water, if available on -site, however if water is not available the Contractor shall
4� , �� ,'I -��
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provide all necessary water. The Contractor shall furnish his own portable tanks, pumps, hose, pipe,
. 2 �',
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connections, nozzles, and any other equipment required to transport the water and apply it to the seeded
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areas in an approved manner.
Mowing of the seeded areas shall be initiated when the grass has attained a height of 11/2 inches to 2 inches.
.
.
.
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Grass height shall be maintained between 2 Y2 to 3 inches at subsequent cuttings depending on the time of
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year. Not more than 113 of the grass leaf shall be removed at any cutting and cutting shall not occur more
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than I 0 days apart.
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P.
When the amount of grass is heavy, it shall be removed to prevent destruction of the underlying turf. If
e,a!
weeds or other undesirable vegetation threaten to smother the planted species, such vegetation shall be
. I I
PROJECT MANAGER DATE
mowed or, in the case of rank growths, shall be uprooted, raked and removed from the area by methods
approved by the Owner.
Q.
Protect seeded area against trespassing while the grass is germinating. Furnish and install fences, signs,
barriers or any other necessary temporary protective devices, Damage resulting from trespass, erosion,
I
washout, settlement or other causes shall be repaired by the Contractor at his expense.
PROJECT ENGINEER /ARCHITECT DATE
R.
Remove all fences, signs, barriers or other temporary protective devices after final acceptance.
3.05
SOD
A.
Area - As noted on the drawings or a 3 foot wide strip shall be sodded along walks, roadways, and parking
areas to prevent washing and erosion.
DATE
B.
Sod Bed Preparation - Grade areas to finish grade, filling as needed or removing surplus dirt, stones, dcbris,
etc. and floating areas to a smooth, uniform grade as indicated on grading drawings. All lawn areas are to
slope to drain.
C.
D.
Always lay sod across slope and tightly together so as to make a solid area.
Roll firnily but lightly
Cht (0) 2006
or tamp with suitable wooden or metal tamper all new sod sufficiently to set or press
sod into underlying soil.
APDEnginmring
��_r_-�n
E.
After sodding has been completed, clean up and thoroughly moisten by sprinkler newly sodded areas.
=,�.W)
0 ) ==
PART
4 - MAINTENANCE CONTRACT (When required by the Owner)
Drawing Alteration
It is a violation of law for any person, unless acting under the direction of
licensed Architect, Professional Engineer, Landscape Architect, or Land
4.01
GENERAL LANDSCAPING
Surveyor to after any item on this document In any way.
A.
Contractor shall provide the Owner with a written proposal due no later than the established possession
date for landscape maintenance from an experienced local A.N.A. certified nursery business capable of
Any licensee who alters this document is required by law to affix his or
"Aftered
performing the work outlined herein. The proposal shall be for a period of I year and be renewable in I
her seal and to add the notation By" followed by his or her
signature and the specific description of the alteration or revision.
year increments. Maintenance shall begin at construction completion. The maintenance contract work
shall not void the guarantee of the plant material for the first year after acceptance by the Owner.
CALE PLANS I
Replacement of dead plant material shall be covered under the warTantee of the original installation, final
Copying, Printing, Software and other processes required to produce
approval and acceptance of the landscaping and irrigation by the Owner.
I
I these prints can stretch or shrink the actual paper or layout. Therefore,
B.
Landscape maintenance shall include all necessary watering, cultivation, weeding, pruning, wound
scaling of this drawing may be inaccurate. Contact APD Engineering
with any need for additional dimensions or clarifications.
dressing, disease and insect pest control, protective spraying, straightening plants which Ican or sag,
adjustments of plants which settle or are planted too low, mowing of turf areas, replacement of mulch that
has been displaced by erosion or other means, repairing and reshaping of water rings or saucers,
___4 0
rc-placement of mulch that has been displaced by erosion or subsidence, and the reseeding or replanting of
..a- � �
those areas affected. Removal of all rubbish, waste, tools, and equipment used in the execution of the
contract at the end of each work day, and any other procedure consistent with good horticultural practice
(U�
necessary to insure normal, vigorous and healthy growth of all plant material are also part of this
4 0
maintenance contract.
C
During the first year of the maintenance contract, any replacement of plant material shall be the
W*"-
responsibility of the Contractor. I
a&)
D.
Landscape Maintenance Contractor shall purchase and maintain Contractor's general liability insurance in
T
the amounts of $1,000,000. Certification of such insurance shall be filed with the Owner prior to the
commencement of the work.
.
APD Engineering
4.02
WATERING
1
1 3445 Wiriton Place - Suite 208
A.
The irrigation system, if installed on the site, shall be used by the maintenance Contractor for the watering
Rochester, NY 14623
program, but any failure of the system does not eliminate the Contractoes responsibility of maintaining the
desired level of moisture necessary to maintain vigorous, healthy growth.
585.273.0273
B.
The quantity of water applied at one time shall be sufficient to penetrate the soil to a minimum of 8 inches
585.273.0276.fax
in shrub beds and 6 inches in turf areas at a rate, which will prevent saturation of the soil.
www.apd.corn
C.
On -site water shall be furnished by the Owner. The Contractor shall himish hose and other watering
equipment
LOwe's Garden
4.03
WEEDING
A.
Maintenance Contractor shall keep all planting areas free from weeds and undesirable grasses by a method
and by materials approved by the A.N.A.
Center Expansion
4.04
DISEASE AND INSECT PEST CONTROL
I
A.
Inspect all plant material at least once a month to locate any disease or insect pest infestations. Upon the
Store #0619
discovery of any disease or insect pest infestation, identify, or have identified, the nature or species of the
infestation. A method of control in accordance with common A.N.A. standards shall be immediately
implemented.
5219 US Highway 70
�
4.05
FERTILIZING
Town of Morehead City
A.
Maintenance Contractor is to fertilize plant material on a regularly scheduled program to fit the
�
requirements of the plant material to maintain vigorous arid healthy plant growth.
Carteret County, NC
4.06
PRUNING AND RE -PAIR
A.
The amount of pruning shall be limited to the minimum necessary to remove dead or injured twigs and
branches and to compensate for the loss of roots as a result of transplanting operation and/or to maintain
in Pnming
Project Name & Location:
safety vehicular use areas. shall be done in such a manner as to not change the natural habit or
shape of the plant. All cuts shall be made flush, leaving no stubs.
. ­
4.07
MOWING
Erosion and Sedil-Inent I
A.
Mow all grass areas at regular intervals to keep the grass height from exceeding 3 inches. Mow grass areas
in such a manner as to prevent clippings from blowing on paved areas, and sidewalks. Cleanup after
I
Control Specifications
mowing shall include sweeping or blowing of paved areas and sidewalks to clear them from mowing
debris.
4.08
CLEAN UP
Drawing Name:
A.
During the course of maintenance planting, excess and waste materials shall be continuously and promptly
removed at the end of each work day.
Project No.
4.09
MAINTENANCE REPORT AND SCHEDULE OF ACTIVITIES
. 2/0-6
Date: 2/0
A.
Landscape Maintenance Contractor shall provide a schedule for store management that details his plaimed
maintenance activities including any subcontractors.
1 05-0275 1
4.10
A.
MAINTENANCE CONTRACT
These
Type:
terms and conditions herein outlined shall be attached and made a part of a maiatenance contract
with the Owner.
-
4.11
A.
TERMINATION OFTHE MAINTENANCE CONTRACT
If the Owner fails to make payment for a period of 90 days without written clarification, the maintenance
I
Drawn By: BWM ES 6
Contractor may, upon 12 additional daye written notice to the Owner, terminate the contract and recover
I
from the Owner, payment for all work executed and for any proven loss sustained upon any materials,
I
equipment, or tools, including reasonable profit and damages applicable to the maintenance contract.
N.T.S.
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486± _SF OF EXISTING t`+/ N� GREENSPACE g - for y .,
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Rochester, NY 14623
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ACREAGE SUMMARY
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Graphic Scale:1 "=30'
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Revisions. Date:
1
2
3
4
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"HIS STORM SEWER PIPE FLOWS TO AN
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;ISTING STORM SEWER INLET
Seal Seal
PROJECT MANAGER DATE
;ISTING SANITARY SEWER
;ISTING SANITARY SEWER MANHOLE
- PROJECT ENGINEER / ARCHITECT DATE
;ISTING WATER LINE
;ISTING LIGHT POLE
PROJECT DESIGNER DATE
1OPOSED STORM SEWER INLET Cop right ©2a06
APD Engineering
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IOPOSED STORM SEWER Drawing Alteration
It is a violation of law for any person,; unless acting under ne direction of
licensed Architect, Professional Engineer, Landscape Architect, or Land
3OPOSED CURE surveyor to alter any item on this document in any way.
Any licensee who alters this document is required by law to affix his or.
her seal and to add the notation "Altered B " followed b his or her
signature and the specific description of the alteration or revision.
DO NOT SCALE PLANS
Copying, Printing, Software and other processes required to produce
these prints can stretch or shrink the actual paper or layout. Therefore,
scaling of this drawing may be inaccurate. Contact APO Engineering
with any need for additional dimensions or clarifications.
PP -
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3445 Winton Place - Suite 208
Rochester, NY 14623
585.273.0273
585.273.0276.fax
www.ipd.com
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1 A MINIMUM Carteret County, NC
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Project Name & Location:
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EY DRAWINGS PREPARED BY MATRIX EAST, PLLC, DATED 9/13/05.
PLANS PREPARED BY BOICE RAIDL RHEA ARCHITECTS, DATED 5/04105 AND Date: 2/15/06 Project No.
UE DATE OR6/13/05.
05=0275
PROVIDED BY LOWE'S, TAKEN ON 7128/05AND RECEIVED ON DISK VIA REGULAR
Type.
'CANS, PREPARED BY ISOM ASSOCAITES, P.A., ENTITLIED: "GRADING AND
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DATED 2/5/98 AND LAST REVISED ON 5/1/98; "PONDS 1 AND 2 DETAILS (C7)" E
ND LAST REVISED ON 10/2198' AND "PONDS 3 DETAILS (C8)" DATED 3/12/98
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IMPERVIOUS % = 85%
= 9,438 C:f ,
DEPTH OF POND = 4.0'
BOTTOM OF POND = 8.0 MSL
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OUTLET SET AT 12 MSL
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TOP OF RISER AT 14 MSL
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TOTAL STORAGE = 60,025± C 1,
20,510+ S.F.
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TOTAL STORAGE =
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PLAN A .i .il - II
(G3 ) ,DATED 2/5/98 AND LAST REVISED ON 5/1/98, PONDS i AND2 DETAILS (C7
-Drawn
_
DATED 3J12/98 AND LAST REVISED ON 10/2/98 AND PONDS 3'DETAILS CS DATED 31 98
~•
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t WAL-ANRT REAL ESTATE BUSW£SS TRUST ,y
OB 945, PC 5/0.
AND LAST REVISED ON 6/9i98.
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CONTRACIOR TO /INCLUDE ALL -
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FITTINGS TO TH�7 D.S., COORD
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SIZE
IE (H)
I E (L)
LENGTH*
SLOPE
7
0.2
5.5
.98
1.1
15"
13.0
12.05
95'
1.0%
2
12.05
10.0
50'
3.9%
3
3.3
5.5
1.0
17.2
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15.0
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140'
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(D NO'E: ALL PIPE IS TO BE REINFOBICED CONCRETE PIPE W/ O-RING JOINTS (TYP)
20 UJI
-T METING ALL NCOOI STANDARDS AND 5EEQIEICATIONS c)
�jj �J\ DE;IGN FOR 10YR, 15 MIN. STORM <
L 1
d 0 CONCRETE FLUMES SHALL BE z
LENGTHS ARE APPROXIMATE, USED ON THE END OF ALL
'LA�iEMtNl
t k EASEMENT #1 (A(;(;t�:� (ACCESS) 40' R/W LAYOUT TO BE BY PLAN STORM DRAINAGE PIPES THAT
ILITY) 40' RNI ARE- ABOVE GROUND. SEE
& UT
)ESIGN FOR 25YR, 20 MIN. STORM DET.-2/C-10 (U.O.N.)
cl-
ATCH 9
t� z
MATCH LIJ,N
Jim*
U-) 156?�V� ro.()5
A L 1 z
C2
uk
D I ORM 'ATER
G. DRA N6GE --j----LA.N _-WSW
04 RADING
1 fy;i750 �0
CO C-D
E C E I V E Z
8. ALL EXCAVATIN.G 13 UNCLASSIFIED AND SHALL INCLUDE ALL 0
MATERIALS ENCOUNTERED. MAY 2 61999 ..dd&
OUT AND
PROPERTY LINE 1. NEW FINISHED CONTOURS SHOWN ARE TOP OF FUTURE PAVING IN AREAS 9. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL S1
BY POWELL SURVEYING CO. P-0-BOX 616 SPOT ELEVATION/ BY THE SITE PLAN, CONTROL POINTS D E M
1, BOUNDARY AND TOPO CURB AND GUTTER '3`2 TOP OF CUR13 TO RECEIVE PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED. MARK THE ITEMS ESTABLISHED PROJ #
BEAUFORT, NORTH CAROLINA 28516 [phone] 2 �45-2� SIDEWALK ELEV� 2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE (F TH E
REQUIRE
2, DEVELOPER: TRIBEK PROPERTIES 200 PROVIDENCE ROAD, SUITE 106 BUILDING SEEDED SHALL RECEIVE 4" OF TOPSOIL. THIS TOPSOIL IS TO BE PLACED LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY ' HAVE BEEN
_j L.. - ____ CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES 50' 0 25' 50' 100,
AND LEVELED BY THE CONTRACTOR.
CHARLOTTE, NC 28281 [phone] CI=CURB INLET 0 JB=JUNCTION BOX 3. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE PLACED TO THE OWNER'S SATISFACTION. 100,_ 0
3. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. PROPERTY CORNER DCI=DOUBLE CURB INLET SQ.FT. STONEBASE
r) NOT TO BE USED TO LAY-OFF FOOTINGS. (SEE "G" SHEETS) 10. CONTRACTOR SHALL COMPACT AND MAINTAIN A 30,000
12 4-, ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS, 19 DI=DROP INLET E YI=YARD INLET 4. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES CONSTRUCTION LAYDOWN AREA W/ STONE ACCESS FROM THE L
I Y THE CONTRACTOR PRIOR TO THE EXISTING HIGHWAY OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE CONSTRUCTION ENTRANCE AND STONE ACCESS TO THE BUILDING PAD. _.j
6 5. ALL PERMITS ARE TO BE OBTAINED B 11. THESE DOCUMENTS ARE SCHEMATIC IN NATURE ANO CANNOT SHOW EVERY SCALE 1"=50'-O"
START OF CONSTRUCTION. PROPOSED DRIVES AND DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR
Ln ADDITIONS TO EXISTING CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN ITEM NEEDED FOR A COMPLETE OPERATIONAL STORM SYSTEM. THE
1�91_ETE
6. HYDRANT LOCATION SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL. HIGHWAYS CONNECTION WITH ALTERATION OF OR RELOCATION OF THE FACILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COI D SUB -CONTRACTORS
ALL CONTRACTORS AN
7, EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. 5. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY NEENAH OPERATING STORM SYSTEM. SUBMITTING BIDS ON THIS PROJECT SHALL BE SHEET
LLJ CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION. NEW TOPO FOUNDRY OR APPROVED EQUAL. (U.O.N.) 12. THE DESIGN iENGINEER MAKES NO STATEMENT, EITHER EXPRESSED OR TO RECEIVE THE ENTIRE SET OF
3: 6. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED IMPLIED, AS TO THE EARTHWORK CUT AND FILL QUANTITIES ON THIS REQUIRED SETS ARE NOT ALLOWED
0 PROJECT. EACH BIDDER SHALL BE RESPONSIBLE FOR ESTIMAT!NG DRAWINGS, BROKEN
_j CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES 7. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM T OF THEIR BID. THIS GRADIN!'G" PLAN SHALL FOR BIDDING PROJECTS.
1_"
=2 WITH ALL UTILITIES WITHIN THE NCDOT RIGHT OF W PIPE (NU BERPIPE NUMBER/ CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY EARTHWORK VOLUMES AS PAR CED CUT/FILL SITE.
> STORM DRAIN CONTRACTOR, NOT BE INTERPRETED TO IMPLY A BALAN NCES ARE THE DRAWINGS
L) AND WITHIN THE PROPERTY BOUNDARIES WHICH WILL UNDER NO CIRCUMSTA
REQUIRE RELOCATION, ALL COSTS ASSOCIATED WITH TO BE SCALED H
co OF 218,1
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
'um I -I'm a Imm a I i i
------ --- - ------
----- ------

LYDIA DR. �
,� : .• ! ,- . _ .._ •... � ! ,..•,..- S�'U B -24 RCP TO t W
I E)) �. , .�.., »` ~•^. _... �, ~• ,,,,.r. �.. -- ..�.-- ADJACENT PROPERTY �90 -'
i - ..
l l »
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r.,. ,...
i
,It
�.... ~1 ; , ( „w, �... ..... ».<•- ;� r ; ` IrOW 1 ERT OF 8.0 MSL
�T POND Q
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VICINITY MAP 3 0 � p
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36 RCP IPE
I.E. = 12.0 MSL .-' �,
_ '� l
SEE DET. 4 G 1 POND :-- ..... • ,� cp 0)
r' 1. BOUNDARY AND TOPO BY POWELL SURVEYING CO. P.O.BOX 616
f='
-�-: "•; -•-.,- i BEAUFORT NORTH CAROLINA 28516 919 728-4235 Q rn rn
00I( } ca catvoo rn
' DEVELOPER: TRIBEK PROPERTIES 200 PROVIDENCE ROAD SUITE 106 0
2. cD ca 0
J_
4 ti3 � CHARLOTTE, NO '28281 (704) 333-84$4
, , 4. ALL WORK IS TO BE IN ACCORDANCE 3. CONTRACTOR 1S TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. DRAWN BY APPROVED
2-1.2
1J _.:._•. ``.,. ,. � _L .STATE AND LOCAL REGULATIONS. JRE _ DLl -•- ___„_ .,, - •., /,.- t< DANCEWITH AL
,...,.. ... � CONTRACTOR PRIOR TO THE _
5. ALL PERMITS ARE TO BE OBTAINED BY THE CON RAG R
,,. PROJ DATE
t 3 PONp
� i `.,---�-,- � START OF CONSTRUCTION.
J J
;.! + wo...p� - _ ��- 6. HYDRANT LOCATION SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL. 9757 3/12/98
7. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED.
8 TTOM , .� - '� _
> CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION.
IF
-_
•.. _....... .. ____. _.._. � Yam- ./'•_
w
.00
-- - -
� CI=CURB INLET
r-
__CA _..,\. ~--•__. - r .. :. ,,---•-...,,• .,, : , CURB GUTTER.
•
JB= UNCTION BOX
. i
-. D 0 B E CURB INLET' G CI DUL
_ YI YARD INLET
DI DROP INLET
r i sulLaNc
PROPERTY CORNER
,------- --- X s�
1 ..- _. » � � 4 .- � GAR
I E !STING HIGHWAY
n �, rPLAN( r PROPOSED DRIVES ANDPt0
J J _ .' , r 1 ADDITIONS; TO EXISTING Q
J
iHIGHWAYS=
S 1 \\ (1a,t ` ,t ! f f f I f LV. NEW TOPQ u° �'
( + 43,0 i c,a J J \ �\ i I t 1 t �, .-^' / / • F ,.° 04
C r
PIPE NU BER , �9 ,•
' t STORNUMBER/RAIN D
J1NiU
4_ WATER QUALITY CALCULATIONS POND #1
.: DA = 7.1 ACRES REQUIRED STORAGE = 1 RUNOFF
IMPERVIOUS % = 85% = 25,773 CU. FT.
J ._...._. _._,......r DEPTH OF POND 6.5' BOTTOM OF POND = 5.5 MSL
WATER _SURFACE ELEVATION = 12.0 MSL OUTLET SET AT 12.0 MSL
- REQUIRED SURFACE AREA =13,299 SQ. FT. TOP OF RISER AT 14.0 MSL 1 �j
ACTUAL WATER SURFACE 0 12.0 MSL = TOTAL STORAGE = 36,987 CU FT
1
16,446 SO. FT, FOREBAY VOLUME = 12,931 CU. FT. i ��, I z
--- "
. 20% OF 1 -RUNOFF = 5,155 CU. FT. Z
CL
_ _._ I_..._LLJ
WATER- QUALITY EALCULATIO PO __ , . >
DA _ 2.6 ACRE., REQUIRED STORAGE 1 RUNOFF' I L_ _ L �i I_. I L i:- 1-I 1..._._. Z
Rc, , , I EiII i I I + _ I _ :�. _
a (� ERVIOUS % - 85% = 9,438 CU. FT. I �__ �_ _ i_ I I__�L ;_.4 +
C - _ , , _TI I I�{ I I_ I { f -III ; _., t j , f , _ I l ! I - _I - ' Q
.,•U D OF 4 BOTTOM OF POND - 8.0 MSL _ _ -_ , , _ _ , ,... Y,00
.. 1 I AT 12. MSL ) , I --I _. L. _ _ 1Ico
-
2 WATE ,� FACE ION - 12,0 MSL OUTLET SET _ . _ _ _.._ ._ _� ! ; I I::i ► ':T '_fit
- . FT. TOP OF RISER AT 14.0 MSL
..a REQUIRED SURFACE A EA 8,438 SQ ,
_ -� � -- _..- _.:_ __ .v_ ____ - ..- -I _.._ _-• __._ .- -__.! { i---
= A STORAGE = 5 253 CU FT f _ i +_ __ I i
ACTUAL WATER SLRFA 12.0 MSL TOTAL 0 AGE _ __
a� C I E ETI , ,f I 11 I -III
a
slj-
20,164 SQ. FT. FOREBAYS VOLUME 2,075 CU, FT. I - ! I --- - ._..,,,,..._,:,,.•.,.�,,. - i ----
" !{- Pr
- 1 888 CU. FT. I
20% OF i RUNOFF -
II:_I -11 -___ _ I l { !-_._, I _I , I - I i l _IIII _ { I ,___ ,
��._ .�. I ___ E I I
I1-�I i�ONP I { I { I !
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-Ak 5.5 MSL_- - ____
! .M•• - 8.0 MSL � ,., _ _._. .- .,-... _._._
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SIZE
IE (H)
IE_ (L)
LENGTH*
SLOPE
1
0.2
5.5
.98
1.1
15" '
13.0
12.05
95,
1.0%
2
0.4
5.5
.98
2.1
15"
12.05
10.0
50'
3.9%
3
3.31
5.5
11.0
17.2
24"
15.0
10.0
140'
3.5% -
4
0.8
5.5-
.98
4.3
15"
14.0
12.67
120'
1.11
5
1.6
5.5-
.98
8.6
18"
12.67 __
11.28
125'
1.11 %
6
0.8
5.5
.98
4.3
15"
14.0
11,28
120'
2.27%
7 ,
4"
2
1.11 %
8
0.15
5,5
.9
0.$
15"
- 14.0
-'12.05
85'
2.3 .
9
0.4
5,5
.9
2.0
15"
12.05
8.0
175'
2.3%
10
ED
1
NIA
I 3 „
12,
1 1.0
140' 0
13
10.5
5.0*
.4
1 21
30"
15.80
15.59
65'
0.33%
14
10.5
5.0*
.4
21
30"
15.80
15.59
65'
0.33%
1
18"
i
_ 1 1.75
120'
{}.2%•
-16
N/A
1 12.7t
12.4t
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- - - ,_. __ - __� _ -_ -: --- A S T C W O-RING JOINTS
_ TOP 0 _. ' _•_._ � '�._.! _«_.._ !_.._± --_ ___._ ._..« .. _.�� ___ --._! ._._ _.... ._-.. __.. _
NOT PIPE f O BE REINFORCED ONCRETE PIP / INTS
-.. �_{II_{{L..IIL_..III.
,-_ � __,.. ----- � -- -- :.--^�.._...-'^�-`� ._ __.. s._..-- __.. .__. -= � .__ .M.E�IiI`1.� �1 NCOOT STANDARDS AND SPECIFICATIONS
- - __ �e _ I I_I
_ _ �_ _ _ ►I--III.-3II--!II {II-{{! I {
_ t __{II_III_---{iI-I.I II, III III II1 III
`" _..... , -_ , _ _ _ _ YR 15 MIN. STORM
i � ! ___.n ___._ T �... _._...1 ! ____ a ___! 1 -I - ---•-• I- DESIGN FOR 10.
! I- I ! v I :V �; I 1-=1 I I__I , I- i I, I 1-_i i i _ I I r. CONCRETE FLUMES SHALL BE
.._I (4�_� �. , � 1.,�{ I I III _ I I. � :.-� , ; - �_.. , , � _ ___ _
�_..__. �� _ ___ I _; , E _.. _ --- __w -* LENGTHS ARE APPROXIMATE,
I-rt i _ �_ I I ._ I i l_ i , I_.._.I I I --III III. USED ON THE END OF ALL
-Il;-_III lI1 IiI I,,
?-�
w) ?'---` _ . _ - - _ _ LAYOUTTOBE BY PLAN
._.__.. _._._ STORM. DRAINAGE PIPES THAT w
I -_.._I I I- I I I__.•_I 1._{ , I_. III _ I s
t i III III III 1II II
I i - ..... , __- _._ i- , ___ I _.� (- ARE ABOVE .GROUND.- SEE.:... -
_ a ,
�I - - -_€ E ; 1.. -; I,-_{ I L _I I , --)-) I {-•I I * DESIGN FOR 25YR, 20 MIN. STORM _
,I i I I- I - I �:---i - 7 ; _ _- _ _ DET. 2 c 10 U.O.N.
s I I-! {` I
1 ; -1 12 0
vow z
t -1 E "T �-
3 EIN C' R 0 uI0
.T� -
D E C E I V
1
} / uIN JUL
0 11999
GRONG NQM I ` �
INCLUDE ALL -
L
8. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INC
t- MATERIALS ENCOUNTERED. tt3O4 2 _ _
IS DONE � WORK '•.�__---� 1: NEW FINISHED CONTOURS SHOWN ARE TOP OF FUTURE PAVING IN AREAS 9. BEFORE ANY MACHINE W 0 , CONTRACTOR SHALL STAKE OUT AND
I P CONTROL POINTS
TO RECEIVE PAVEMENT AND TOP OF TOPSOIL IN AREAS TO E SEEDED. MARK THE ITEMS ESTABLISHED BY THE SITE LAN. 0 _
! PRESERVED AT ALL TIMES DURING THE COURSE OF THE
I \ - 2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN T BE SHALL BE
co �+ WORKING POINTS AND GRADE STAKES MAY REQUIRE 60, 30' 0 15' 30' 60'
� SEEDED SHALL RECEIVE 4 OF TOPSOIL. THIS TOPSOIL Is TO BE PLACED LACK OF PROPER 0 �
AND LEVELED BY THE CONTRACTOR. CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN
i OWNER'S SATISFACTION.
� C5� 3. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ON Y AND ARE ......PLACED TO THE
- „ " SHEETS) 1 . CONTRACTOR SHALL COMPACT AND MAINTAIN A 30,000 SQ.FT, STONEBASE - c�
NOT TO BE USED TO LAY-OFF FOOTINGS. {SEE G SHE.. } O 6
° LAYDOWN AREA W _STONE ACCESS FROM THE _
_}
4. CONTRACTOR .SHALL NOTIFY AND COOPERATE -WITH ALL UTILITY COMPANIES CONSTRUCTION LA DOW / ,, „ -x -
ON ACCESS T 1HE BUILDING PAD. S = 1 =30 -0 w
R FACILITIES 0 OR -ADJACENT TO THE SITE BEFORE CONSTRUCTION ENTRANCE AND STONE AC 0 _ CALF _
0 FIRMS: HAVING FAG LIES N a
I R 11. THESE DOCUMENTS ARE SCHEMATIC IN NATURE AND CANNOT SHOW EVERY p Li
Q15TURBlNG, ALTERING, REMOVING,: RELOCATING,_ ADJUSTING,
FACILITIES. CONTRACTOR SHALL PAY A COSTS IN ITEM NEEDED ` FOR A COMPLETE OPERATIONAL STORM SYSTEM. E
CONNECTING TO SAID
I ! N ALTERATION OF OR RELOCATION OF THE F CILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETEALL CONTRACTORS AND SUB -CONTRACTORS
CONNECTION ._._ �.._.� GO NEGTION WITH ALTER T_
5. ALL CATCH A BASIN GRATE T AND FRAMES ARE TO BE BY NEENAI I OPERATING STORM SYSTEM. SUBMITTING BIDS ON THIS PROJECT SHALL BE
1 ` U.O.N. 12. THE DESIGN ENGINEER MAKES NO STATEMENT, EITHER EXPRESSED OR
FOUNDRY OR APPROVED EQUAL. ( ) REQUIRED TO RECEIVE THE ENTIRE SET OF
..►'' , �`6. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED _ IMPLIED, AS TO THE EARTHWORK CUT AND FILL QUANTITIES ON THIS DRAWINGS. BROKEN SETS ARE NOT ALLOWED
18 7, UNUSABLE EXCAVATED MATERIALS AND ALL :WASTE RESULTING FROM PROJECT. EACH BIDDER SHALL BE RESPONSIBLE FOR ESTIMATING FOR BIDDING PROJECTS.
`
CLEARING AND GRUBBING .SHALL BE DISPOSED OF OFF SITE BY EARTHWORK VOLUMES AS PART OF THEIR BID. THIS GRADING PLAN SHALL
-•-._.�---
- CONTRACTOR.- NOT BE INTERPRETED TO IMPLY A BALANCED CUT/FILL SITE. UNDER NO CIRCUMSTANCES ARE THE DRAWINGS
TO BE SCALED I!

WEARING SURFACE
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STANDARD ALUM, HANDICAPPED PARKING
2, ASPHALT BINDER 3» ASPHALT BINDER SIGN R7-8 BOLT TO STEEL TUBE Wj 3/8 _ 6' LONG CONC. WHEEL STOP
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COMPACTED SUBGRADE PER SPECS.
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PARKING SPACES
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