SW8001019_APPROVED PLANS_20010129

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

11
11
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_ _ N 84`22'30" E 413.13'
- WALNUT ST. - - - � -
20" STORM SEWER EXIST, STORM DRAIN
CURB INLET
TOP=45.85 Ix
INV=42.69 01
-TOP=45.34
INV=43.02
80 LF 30" SD
O 0.2% SLOPE
3
8" SCH 40 PVC
RO
F DRAIN O 1.0%-�
"
1
CATCH BASIN #13-N
RIM=46.1
3
46.60
6.1
2" HIGH
HUMP
TO DIRECT
RUNOFF
TO
CATCCH BASIN # 13
CONCRETE DRIVE,
3
RIGHT OUT ONLY
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6.2
46.70
pn
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O
46.80
3
M
TEMPORARY
o
GRAVEL
CONSTRUCTION
Z
ENTRANCE
co
3
SDMH #14 -/
a
RIM=47.0
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I
CONNECT 3" RWC
TO 8" SCH. 80
PVC ROOFDRAIN
INV.= 48.00
Ni/
bK
A.
ss ss ss 8 . ss ss ss
3
TONE 6" SEWER TAP, COORDINATE WITH CITY OF WILMINGTON--'
CONTRACTOR VERIFY EXISTING INVERT BEFORE
STARTING ANY PLUMBING WORK.
OPEN CUT & PATCH PAVEMENT
ss ss ss ss - - ss
PUBLIC UTILITY NOTES:
1. PROJECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL REQUIREMENTS
2. CONTRACTOR SHALL APPLY IN ADVANCE TO CITY FOR CONSTRUCTION
WATER, AND SHALL PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTOR FOR THE TEMPORARY SERVICE.
3. FOR IRRIGATION SERVICES, PROVIDE A PRESSURE VACUUM
BREAKER (PVB) TYPE BACKFLOW BREAKER.
4. EXISTING DRIVEWAYS SHALL BE CLOSED.
co Zk Hurl t 1r-mrur%^ r ur%MVL� 1
CONSTRU ION ENTRANC
. -GRACE-`SST. - - _ _ S 82�47" W 413.13' -?,-
ss --p 6" FIRE LINE
4" SCH 40 PVC 12"X6" TAPPING SLEEVE & VALVE GRANITE WALL STOP.a TO B EMOVED AND STOCKPILED
SEWER 0 1.0% OPEN CUT & PATCH PAVEMENT CURB ON SITE FOR REMO BY THE CITY OF WILMINGTON.
4" WATER METER PER COORDINAT;: W/ARCHITECT.
CITY OF WILMINGTON REQUIREMENTS
ss ss ss ss ss ss ss ss ss
4" WATER TAP, COORDINATE WITH CITY OF WILMINGTON
OPEN CUT & PATCH PAVEMENT
STRUCTURE
RIM
ELEV.
OUTLET
30" PIPE
BOTTOM
ELEV.
TYPE
SIZE
ELEV,
INV. IN
INV. OUT
1
C.B.
45.9
12"
44.8
42.4
40.0
2
C.B.
47.2
8"
45.2
1 43.7
42.8
41.0
3
C.B.
49.2
8"
48.1
45.7
44.2
43.0
4
C.B.
49.8
-
-
-
46.0
44.0
5
C.B.
48.2
8"
45.2
44.7
42.8
41.0
S
C.B.
48.6
8"
47.3
1 45.1
44.9
43.0
7
C.B.
48.6
-
-
-
45.1
43.5
8
C.B.
50.9
8"
47.8
46.7
45.4
43.5
47.4
9
C.B.
52.6
8"
50.2
49.1
47.8
46.0
10
C.B.
52.9
--
-
-
49.4
48.0
11
C.B.
50.7
8"
49.6
47.2
47.2
45.5
12 1
D.I.
52.2
-
--
-
47.5
47.5
13
C.B.
46.1
8"
45.0
42.6
42.6
41.0
14
M.H.
47.0
-
-
-
43.0
42.0
NOTES:
1. NOTIFY ULOCO (800-632-4949) PRIOR TO ANY EXCAVATION ON OR ADJACENT TO SITE.
2. TO OUR KNOWLEDGE, THERE ARE NO REGULATED WETLANDS ON THIS SITE, i
WALNUT STREET
�
GRACE STREET
t
CHESTNUT STREET
PRINCESS STREET
MARKET STREET
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VICINITY MAP
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N THE PREMISES SURVEYED IS NOT LOCATED WITHIN
i A FLOOD HAZARD AREA ACCORDING TO THE FLOOD
3 INSURANCE RATE MAP FOR NEW HANOVER COUNTY,NC
(COMMUNITY PANEL No. 370171 0005, REV. 1 1 /04/87
3 LEGEND
-_ --r PROPERTY LINE
T MPORARY i - - R/W
G VEL -- - CENTERLINE
CONSTRUCTION
ENTRANCE i E E EXIST. OVERHEAD ELECTRIC
3
EXIST. TREE
EXIST. WATER METER
52 80 I% EXIST, WATER VALVE
-C} EXIST. FIRE HYDRANT
0 NIP
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EXIST. CONTOUR LINE
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PORARY
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ENTRANCE
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5
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SIGN, AND
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5
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STAMPED
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CONCRETE TO
N BE CENTERED I
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ON AXIS WITH
THE BUILDING i
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c1 EXIST. PP
CONCRETE
BONEY ARCHITECTS, INC.
2528 INDEPENDENCE BLVD
SUITE: TWO HUNDRED
WILMINGTON NC 28412
TEL: [phone]
FAX: [phone]
http:1Aaww.boneyarCh.00m
wllrnington
ral•Iph
oharlott•
c*M 00NEY ARCHITECM,1NC.
O CH1TECTB
*�y[IYECTy4,(
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z CERT. NO.
235
ON NOfiTN
1 REVISIONS 1
-� - - � -
SD FLOW DIRECTION
SD
PROPOSED STORM DRAIN
�
U
PROPOSED CONTOUR LINE
46.50
PROPOSED TOP OF CURB/WALK ELEVATION
PROPOSED GRADE ELEVATION
A
CONSTRUCTION
®
CATCH BASIN W/EROSION CONTROL
DOCUMENT
.
DROP INLET W/EROSION CONTROL
r
W
�- 8"-3D- --
ROOF DRAIN
W W
EXISTING WATERLINE
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EXISTING SANITARY SEWER
0�
EXISTING STORM DRAIN
(D
W W
PROPOSED WATERLINE
❑
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PROPOSED SANITARY SEWER
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ASPHALT PAVEMENT r
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CONCRETE
❑
x'
ly.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
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0
124 PARKING SPACES PROVIDED (5 HC, 19 SMALL CAR) j I""
0' 10' 20' 40' 60'
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LJJ QU
100, -
LL. Q Z
SCALE: 1"=20' w 1 u i-I v ►i Lw� 1 W O
0
APPROWEDi Z/1 ) (
NORTH CAROLINA ENVIRONMENTAL w of z
M" ^lAQEMENT COMMISSION ❑
DIVISION OF WATER QUALITY T
Date
�nmstw Pwaft No
E P r =91
PRINCIPAL: PDB
JAN ANDREW & KUSKE PROJECT MANAGER: Mw:
5 200TAK"Lm
01�lSULTIMG fNG1NEERS, INC SIGNED BY: MDL
ANOREW AND �`'• DRAWN BY: MDL
KUSKE. ,`��i t CHECKED BY: XXX
,T'• PROJECT NUMBER: 9N43.00
f CARD FILE: M3L-01 •DWG
EA p1 s SITE PLAN
Andrew & Ku k �''
SHEET NUMBER:
�,.j': .
9O2 MAR1tET STREET y� '� •
CONSULTING ENGINEERS, INC. •. P •'
w1Lrr11NarnN, Nc - •• HI tL I P �0 •�
_= 11r) 2000 ANDREW & KUSKE PHONE (910} w-s6u'
'FAX 910 343-HU Mill its
DATE:
15 SEPTEMBER 2000

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TONE
BONEY ARCHITECTS, INC.
ss ss ss ss - ss ss _ N $84`22'30"_E 413 13ss - ss ss ss - ss pl-s ss ss ss
- � EXIST. STORM DRAIN WALNUT ST. � - � - 2528 SUITE ETWO HUNDRED PENDENCE D
20" STORM SEWER CURB INLET
3 WILMINGTON NC 28412
TOP =45.85 STONE TEL: [phone]
INV=42,69
FAX: [phone]
http:/Avww.boneyarch.00m
N 84`22`30" E N 84'22'30" E N 84'22'30" E
----- - -- -- - -- -- -- Wilmington
236.45' NIP NIP 65. � `
EXIST. 29.06 r v I o I 0 h
STORM CURB INLDRAIN
TO
IN CURB do GUTTER
BE MOUNTABLE O A ar r I O t t e
TOP=45.34 (SEE DETAIL SHEET)
a INV=43.02 W 2 SPACES ONLY
I ©'�°a°"�Y"K`",�`-rs'"°'
I NOW OR
3 NOW OR FORMERLY FORMERLY a
RICHARD KEEDER 1GRIFTON JONES - ;� I NOW OR FORMERLY " Na+lr
1 1 g l NOW OR N 1 1 1 A s
DB 1345 PG 1750 BU;LDER INC. N DAVID NATWENS THE PREMISES SURVEYED IS NOT LOCATED WITHIN *�`""`°'�R,
I w rn FORMERLY I DE3 2041 0° DI3 1885 NI I A FLOOD HAZARD AREA ACCORDING TO THE FLOOD `p;
3 1 z I CAROLE MORGAN PG 170 3 PG 838 3 INSURANCE RATE MAP FOR NEW HANOVER COUNTY,NC CERT. F
i °B 2251 Pc 5" 235
' (COMMUNITY PANEL No. 370171 0005, REV. 1 1 /04/87
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* 4 16 24 R-25' SIGN, AND
N FF = 49.50 16-o WIDE
r- al r STAMPED
• _ CONCRETE TO
J
1. 8 3 ACRES - i BE CENTERED I 00 ` . :. N 3
ON AXIS WITH 0
I THE BUILDING
w CENTER LINE.
1° R=5
PRECA5t CO CRETE
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CLOSE EXIS ING �• =4' 09 9' �• R=5' - ' 'h
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DRI WIT GRANITE C RB � 2.0 ' 0' 30 -524' I
DRIVE WIT GRANITE CURB
I i ,1 MAT EXISTING PER • '� N � .77 N M4TCT EXISTING
DARDS PER I
NPOT STAND DS d
.• , N
❑ 24 12.03' 144' R=5' 3 CDQ S
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SD
16 TBM EL =5 73
TOP OF OP RATING NUT
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__ ( f a •. _ 4 3 IP
I a
REWIEB
VE STEPS do REPLACE WALK
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3
W W. W. W W W W W W W W W w W 12„ W W W 3 W
9.75'
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-GRACE T. _ S 84'22'47" W 413.13' - _ Q
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ss ss ss 8 ss ss . ss ss r ss------{� CLOSE EXISTING � � Z
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TONE CURB Tr) MATCH TXISTING PER 3 STONE (� 0
NCDOT STANDARDS W
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-- - -- - - - - - - - - -_- - - _ 3 0 10 20 4060 100 --.
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NOTES: W Z
1. NOTIFY ULOCO (800-632-4949) PRIOR TO ANY EXCAVATION ON OR ADJACENT TO SITE. SCALE: 1 "=20' O Q
I 1 2. TO OUR KNOWLEDGE, THERE ARE NO REGULATED WETLANDS ON THIS SITE. I I #-
I 1 I I W o z
-- J_
DATE � ~
JAN 5 200, ANDREW & KUSK PRINCIPAL. PDB
coNW��c EMNEM. RX PROJECT MANAGER MWS
ANOR +++. N.C. DESIGNED BY: MDL
PUBLIC UTILITY NOTES: EW AND KUSKF a�ototaruf,.,,; DRAWN BY: MDL
��� �[� .GAR ' f _% CHECKED BY: XXX
1. PROJECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL REQUIREMENTS �i PROJECT NUMBER 9943.00
�{ �T'� CARD FILE: 9943L-01.DWG
. CONTRACTOR SHALL APPLY IN ADVANCE TO CITY FOR CONSTRUCTION ;
WATER, AND SHALL PROVIDE A REDUCED PRESSURE ZONE (RPZ) � AL _ LAYOUT PLAN
BACKFLOW PREVENTOR FOR THE TEMPORARY SERVICE. _ o{l 1 4 SHEET NUMBER:
3. FOR IRRIGATION SERVICES, PROVIDE A PRESSURE VACUUM - Andrew & Kus ke
BREAKER (PVB) TYPE BACKFLOW BREAKER. CONSULTING ENGINEERS, INC. 9M MA" �, , ''• 'j'p� r 0��`•••
- - PHONE 910 sus -saw '�... H�LLIP N.••� C 2
4. EXISTING DRIVEWAYS SHALL BE CLOSED. ..._ � ®200o iwDREW de KusKE Fnx �9to� 343-9W :4�i���u,•
DATE:
15 SEPTEMBER 2000
z

SITE WORK NOTES:
` , ,• NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
` 1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. FIELD CONSTRUCTION CONDITIONS.
` 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 1 //8"R TOOLED 18. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
+ 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. Jt71NT "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
' 1 4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
WITH NO CURB. OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
5. 1/2" EXPANSION JOINT E.J.) REQUIRED AT 50' MAX. AT SIDEWALK REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
'f " • •1 JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. A A STREETS, SHALL BE A CHLORINATED RUBBER ALKYD, FS 7-P-115, TYPE III, FACTORY
• p 6. PROVIDE A LAYER OF 15j BLDG. FELT BETWEEN WALK AND ADJACENT • .. MIXED, QUICK DRYING, NON -BLEEDING.
PARALLING CURB OR STRUCTURE. '
•' Ot�'• 's�`� Sv A" 7. REINFORCE w/6x6-10/10 W.W.M. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS 20 REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
• CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN WASTE AND WATER LINES. SONEY ARCHITECTS, INC.
•. .,• •+ dp1r 1 � Neer JDIM EX TEANRS�ION 1/4" WIRE MESH LIMITS OF CONSTRUCTION. SAVE TREES INDICATED TO REMAIN. 21 • SEE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF CONDENSATE AND 2528 INDEPENDENCE BLVD
r IF CURB HEIGHT IS 6', THEN: CURB 50' MAX. SPACING EXPANSION JOINT {E.J.} 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, ROOF DRAINS. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO CONNECT THESE SUITE TWO HUNDRED
'B1" - 0 1:10 MAXIMUM SLOPE, SIDE WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE REQUIRED WILMINGTON NC 28412
FLARE "A" Is so' MINIMUM. DEPTH TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A TEL: [phone]
'82' - 0 1:12 MAXIMUM SLOPE, SIDE 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING MINIMUM SLOPE OF 1 X AND BE SCH. 40 PVC PIPE. FAX: [phone]
PLAN FLARE "A" IS 72' MINIMUM. ; • • ' , •, 1/4"xt" DEEP w/AN BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE http:llwww.boneyarch.com
• •' • 1/8"R TOOLED JOINT
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
+ ` • • • '• •' •• ?SELF �ENER 22. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE
• STEEL NGLE TYPE} 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
4- 91100M CUT OR TOOLED �.4- 3.R ,y BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS. Wilmington
3000:ETE + a'=+' JO1"� APPLICABLE LOCAL AND STATE CODES. r 0 1 • 1 A
r - m N 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW EROSION CONTROL NOTES AND MAINTENANCE PLAN:
oharlott•
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
N ASSOCIATED WITH BORROW OPERATIONS. 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING ©lMBONEYARCHITECTS,INC.
_ P1 • CONTRACTION JOINT (C.J.) W j CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
axs-+o/to w.w.>�. La
COMPACTED +� ' SEDIMENT CONTI20L ' a AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
SUBGRADE • BLDG.-STRUCTURE STONE I # NOTES: 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
4' 8" V--6" ��I 2 RECEIVE FILL SHOULD BE PROOFIROBR LLED WITH A 10-TON VIATORY STEEL
SECTION 1. SEDIMENT CONTROL STONE P�
CONCRETE SIDEWALK CONTROL JOINT SIDEWALK JOINT DETAILS WHEELED ROLLER TO COMPACT THE TOP 8 TO AT LEAST 989L OF MAXIMUM N A L THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE IT��r
sHAU BE 5 OR 57 AND DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. � G ITECTU?• $ ,
SHALL BE 1AID FO� AT THE RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, ° •a °9'
SECTION A -A CONTI�jACT UNIT PRICE PER SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SN, SM, 2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
TON SIDIMENT CONTROL PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE ' +/z' ASPHALTIC PREFORMED 3"R - STONE. OR SC. FILL MATERIAL 5 OUTSIDE OF BUILDING AREAS SHALL THEN BE
CERT. NO. �
EXPANSION JOINT 1vIIJLTI-DIRECTIONAL FLOW PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95� z35
O `„ 2. WIRE MESH SHALL BE CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
• 12' " N RESERVED VAN ACCESIBLE SIGN o � ;SET PROTECTION HARDWARE SCLAOTHI�w9 GAGE
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH TONE. IS THIS
ANYILOB.fEQT+<�NABLERIMATERIALS IC TOP D DRESSING
WASHED, DTH DDOR ADDITIONAL N0. �
ADJACENT TO 8 AISLES Q / THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% 01 THE S
i � NY, MESH OPENINGS. STANDARD PROCTOR MAXIMUM DRY DENSIT' FILL MATERIALS WITHIN TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
• p PARKING ,. �A
ar11111111.BUILDING AREAS TO A LINE OUTSIDE THE WILDING AREAS SHALL BE
6XB-+0/10 W.W.M. •. R7_ PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST" 9876 3• SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
COMPACTED SIGNS TO BE O.DBD STANDARD NON WOVEN 4' OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
SUBGRADE ALUMINUM. BOLT TO © FABRIC THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS APPROXIMATELY 56 FILLED. GRAVEL WILL BE CLEANED OR REPLACED
8" T ALUMINUM POST WITH 3/8" CADMIUM o 57 WASED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
WHEEL CHAIR RAMP ASECTION PLATED NUTS, BOLTS &WASHERS. OVERLAP 1 STONE TO 10� OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
R7_8 WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
2" IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST GE THE SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
TYPICAL SIDEWALK AND STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL 1S T00 DRY
LEGEND AND BORDER -GREEN
TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
WHITE SYMBOL ON BLUE BACKGROUND p IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50? DEEP
WHEEL CHAIR RAMP DETAIL BACKGROUND - WHITE FINISHED CS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
NTS R7-8 O Q WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
ALUMINUM 4' x4 GRADE O REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
OO OPTIMUM MOISTURE. CONTENT IS OBTAINED. FILL SHALL BE PLACED IN STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
w___ - 1 ..- :_ SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
+--+/2•R(TVP +-1/7-ROYP) I 30NU O SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS REVISIONS
11 PIPE REQUIREMENTS. AROUND THE DROP INLETS.
TEMPORARY/PERMANENT PENALTY = VAN =_..I� L 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
�250 3/s•(TYP) ACCESSI 3/a'(TYP) -{ � �-I I I� �I I�-III- o p 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
I CONSTRUCT HIS WORK. BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
GRASSING DETAIL I - i III=I 10 I 111 1I-) I I -I I I REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
f 4 12, -' 11 II I =I I AI El El I I- 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN -I 1 I -III { I -III- O �� OF EXISTING UTILITIES DURING CONSTRUCTION. 6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
ADVERSE SOIL CONDITIONS. BACKGROUND - WHITE BACKGROUND - WHITE -III-I 1 I -I -I I I SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. R7-8D VAN ACCESSIBLE 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SHERWIN CRIBB AND PROVIDED BY OWNER. DRAINS PROPERLY.
SMOOTH AND UNIFORM. TYPICAL HANDICAPPED SIGN DETAIL
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. 2' 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
LIME: 45 LBS. PER 1000 S.F. NTS HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
PHOSPHOROUS: 20 LBS PER 1000 S.F. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
FERTILIZER: 17 LBS. PER 1000 S.F. g" g" RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH g, ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED f�� INFILTRATION TRENCH DETAIL APPLICABLE AGENCIES AND AUTHORITIES. DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
IS PREPARED 4-r INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. op4 NTS 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE: BELOW) R CONFORM TO NCDOT STANDARDS. VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW 6 HAY AT 75 TO 100 LBS PER 1000 S.F. QJ� • • • 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND 9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
WOOD CHIPS AT 500 LBS, PER 1000 S.F. so, , , • • STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
JUTE 6 MESH AS PER MANUFACTURER MAN = *Q` ' ' ' • '""`"` REQUIREMENTS.
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND • 'X 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE PROJECT IS COMPLETED.
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. �d�` •�j•�b •'• ' ' ' •,���• . • n
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED • . ,' • : ' r ,� 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE 6" MIN. - �, 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CONSTRUCTION
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER i - ��'p, Y RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CLOSE-OUT. DOCUMENT
AND SEEDING RATES. COARSE AGGREGATE v��C�U ` `In CONDITION.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHtD. �Cj� 1'-6" FRAME AND GRATE 6" 4'-0' 6"
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: TEMPORARY GRAVELLED 2 DEWEY BROS. MODEL CH-BN-2001 / ) r 6- W
20% CARPET GRASS OR EQUAL SEE PLAN FOR PIPE I 4' 15'
24% BERMUDA GRASS CONSTRUCTION ENTRANCE ORIENTATION
20% TURF FESCUE N.T.S. MOUNTABLE CURB. -
10% CREEPING RED FESCUE NTS
GROUT r -" - -` -
-
I I r
4% ANNUAL RYE GRASS 24' DIA.I I 6" DIA. I 8 6" DIA.
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER - -
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND GERMINATION SHALL BE A MIN. OF 85%. 6" CONCRETE (3,000 PSI) } I I CASTING 3'-0'
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION 6x6-W1.4XW1.4 WWF g" \ _ 1 - I NOTE: 2' X 2' DROP �-
INLET FRAME & GRATE
26" MIN. CONCRETE SHALL BE HEAVY DUTY
_T (D
OF GRADING. BRICK I I
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR Existing Tree 4" ABC STONE (NCDOT) CONC. COLLAR 11
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION L _. - _ - - J �-- - - -- ---0
OF 6'
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
LAN
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. • P
a PLAN VIEW
THESE DETAILS ARE FOR SIZE ASPHALT
24' RING 6 COVER
AND LAYOUT OF STRUCTURES AND
2'-0'I=III = I I= INLET GRATES. SEE DETAIL BELOW ELEV. VARIES CONTRACTOR ACTORGRADE BY 6"
6' T-r- FOR PIPING ARRANGEMENT.
r 4 PIE 6" DIA. r r t ti
CLASS A CONIC. D Ipl ne i .` PRECAST SI 1E K
NOTE: CONCRETE SECTION MAY VARY OR 6" YAF IE 6" "
,3. 3'R ASPHALT DEPENDING UPON FIELD CONDITIONS.L1BRICK
12" EACH WAY OCN. FIG. BRICK MASONRY W 3-
ASPHALT 3' Minimum Stake CONTRACTOR SHALL COORDINATE - . 1' DIA.
o . 1 1/�'R w OWNER & GEOTECHNICAL FLOW - - - I BUTLY "
4 � . _ Height Ab ve Grade � 4" � RUBBER 6 �''
. A ` ENGINEER TO DETERMINE TYPICAL CATCH BASIN k K SEALANT . '� _• ' 1/g� � �� Protective Barrier ACTUAL SECTION. IN JOINT
r
24" CURB AND GUTTER NTS 3000 PSI CONC.
__T
CONCRETE PAVEMENT/PAD SECTION �• - PVC a� 18"
`5RB �t GUTTER DETAIL NTS k
SECTION 9'
PRIVATEA DRIVE OUTLET ELEVATION (SEE CHART SHEET C1 )
DROP INLET DETAIL k� ti kt 6�
z
SCORED LINE SIDEWALK OR METHOD OF TREE PROTECTIONNTS nits SECTION VIEW`
1 DEEP SIDEWALK AREA 6' W/ E.S. FABRIC ❑
SIDEWALK SECTION CLEARLY mark the trues_ to be saved prior to construction and gr-W/--WM MESH CONCRETE, 4000 PSI AT 28 DAYS
erect a pr tective barrier at the drlpline - REINF❑RCING, H-20 BRIDGE LOADING LU
STEEL OR WOOD POST � L1U
/�_. 7- WIRE MESH FOR STANDARD FABRIC
~ EXPANSION JOINT 1/2" I Dripline-The area of soil directly beneath the tree extending ut ���� + - X LL z
O� s
to the tips f the uterm st branches STANT'ARD OR EXTRA STRENGTH 300 GALLCI�L/,VATER SEPARATOR
MIN. 14 Wl 6x6 MESH o
�OQ -^ �,= FOR STANDARD FA>�t>c FILTER FABRIC NTS 00O PLAZA J Li -
DRIVEWAY APRON I PLAZA Q Q
T x
.4 LJ W
H
�• NEW OUTLET CD Ii DIRECTION OF WATER FLOW U L)
`O. EXPANSION JOINT 1 /2" CURB RETURN
II II
CURB (EXISTING) REGULAR DUTY 2 1/2' TYPE I-2 (NCDOT) (( I I ANCHOR FABRIC SKIRT
%
0'-6" >, x I MIN, 8 DEEP & 4 WIBE.
INV. OUT -90 °ELBOW INV. IN I I I I U. 0
5' (1.5m) MIN. RESIDENTIAL REGULAR DUTY, 6 ABC (NCDOT) �....
EXPANSION JOINT 1/2" � 13' (4.0m) MIN. OTHER n � L� Li -
PAVEMENT GROUT IN PLACE Q��QV Q W Z
PLAN EXPANSION JOINT 1/2 " ��Q NOTESI Q w
'"'a�M� `"`,� ..,.�::a���9:�;�I:I=�x.::;,..�*�,H�
MIN. 1' SEDIMENT 1. SYN.rr
FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH W V
FIN SH PLAZAGLADEGLADE STORAGE 30 L50IN TENINSILE STRENGTH
FOR STANDARD FABRIC
Uj DATE PRINTED ❑
1 %4 PER 1 z
VARIABLE BUTT TO OUTSIDE 2. FABRIC SHALL BE CONTINUOUS LENGTH, IF JOINTS �00 = J
1,- 36_O" 0'-2" 5'-0" I= I ICI I= AND GROUT �O ARE NECESSARY, LAP FABRIC POST TO POST. JAN t
01 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE ANDREW AND KUSKE ~
EXPANSION JOINT 1/4 PER 1'-Ow
0 SELF -FASTENER STEEL ANGLE TYPE. =91
SECTION A -A NOTE, PAVEMENT SECTION MAY VARY " 4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND PRINCIPAL: PDB
MIN. 12 0 OPENING 4' IN DIAMETER. FABRIC SHALL BE FASTENED TO ANDREW & KUSKE PROJECT MANAGER: MwS
DEPENDING UPON FIELD CONDITIONS. AK CONSULTING ENGINEERS, WC
FILL W/ 57 STONE WOODEN POST WITH NOT LESS TITAN #9 WIRE STAPLE wtu "Vol N.C. DESIGNED BY: MDL
VARIABLE CONTRACTOR SHALL COORDINATE V LONG OR TIE WIRES. MDL
�" D,_2" w/OWNER & GEOTECHNICAL DRAINAGE STRUCTURE OUTLET DETAIL NTS - ,,,..•�'N ca'"w DRAWN
ED9Y: XXX
0 --fi ENGINEER TO DETERMINE .' �0� ���y ••• PROJECT NUMBER: W3.00
�w •- ACTUAL PAVEMENT SECTION. NOTES: �� 9 • cADD FILE: 99a31iiii-01.Dwc
0'-6" 6" CONCRETE 1. SEE CHART, SHEET C1 FOR ELEVATIONS. STRUCTURES #4, #7, #10, #12. AND #14 DO NOT HAVE UP -TURNED ELBOWS. AL DETAILS & NOTES
SECTION B- B PAVEMENT SECTION 2. OUTLET IS THE TURNED UP TEE W/ELEV. OF THE TOP OF UP -TURNED SECTION SHOWN IN THE CHART. TEMPORARY SILT FENCE -_ -Kuske
d 11966 SHEET NUMBER:
` NTS 3. 30" OUTLET PIPE BUTTS UP TO OUTSIDE EDGE OF BOX, GROUTED IN PLACE; EXCEPT FOR STRUCTURES - rew & �o�
NTS
STANDARD DRIVEWAY DETAIL WITHOUT ELBOWS THE PIPES EXTEND INTO THE STRUCTURE. _- __ CONSULTING ENGINEERS INC, ,,,BMW&' , NC A �Q�.�`C3
NTS - - PHONE S910 343-9653 ���i� ��� L I ♦�``�
4. BOTTOM ELEVATION IS MINIMUM - STRUCTURES CAN BE DEEPER. � 2000 ANDREW do KUSKE FAX 191 �9004 ,,,s��
DATE:
15 SEPTEMBER 2000