SW8140108_APPROVED PLANS_20140116

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 N w O k
DOC TYPE ❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2 O k L4 01 l �v
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SITE DEVELOPMENT PLANS .
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VICINITY MAP P-� o
OFSCALE; 1" = 2000' N
Sheet List Table
Sheet Number Sheet Title
PENDER EMS FIRE
CO Cover Sheet
Gl.1 General Notes and Index
1 C1.1 Existing Condition and Demolition
TAT N 1HWY / E
EC. Site Development Plan
i EC.I Erosion Control Plan
EC.2 Erosion Control Plan
EC.3 Erosion Control Details
PENDER COUNTY NORTH CAROLINA EC.4 Erosion Control Details
C2.1 Q Water and Sewer Plan
C2.2 LA Water and Sewer Details
C3.1 Paving, Grading,and Drainage Plan
/� C12 Drainage Profiles
PREPARED F( � R � C4.1 �A Paving, Grading; and Drainage Detail
1 \.! C4.2 Paving,Grading, and Drainage Details
C4.3 Paving, Grading, and Drainage Details
PENDER EMS AND FIRE , INC .
C4.4 Paving, Grading, and Drainage Details
LIJ AA Landscape Plan
A NORTH CAROLINA NON—PROFIT CORPORATION L,.2 Landscape Details
805 R'IDGEWOOD AVENUE
REVISION HISTORY
BURGAW , NORTH CAROLINA 28425
PIN # 3271 -64-7713-0000
,ti::• - - /'� - - A REVISED PER PENDER COUNTY PRELIMINARY REVIEW KWL 1-9-14
D E LI E M B E R 30, 20 1 3 REV. NO. REVISION BY DATE
REVISED: JANUARY 9, 2014 SUBMITTAL HISTORY
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J-24723 *0000 ENGINEERING
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PREPARED BY: �o�
SUBMITTED TO DATE
Approved by the Pender County Unified Development Administrator Date
(Site plan valid for two (2) years from approval date.)
North Carolina
THOMAS HUTTON
APPROVED,�,�` TH4MAS & HUTTON
Engineering Surveying Planning G IS Consulting NORTH CAROUNA ENVIRONMENTAL rm�neeing ( Surveying I Planrring ( l C°"= iting
One Catt Center MANAGEMENT COMMISSION'
Cali Before You Dig 215 South Kerr Avenue * Unit B
"It's The Law" f "I ' I y Wilmington, NC 28403
` Savannah, GA Brunswick, GA Charleston, SC Myrtle Beach, SC Wilmington, NC 1800624949 p.910.332.3360t.910.332.3361
... W WW.thomosandhutton.com

EROSION CONTROL LEGEND WATER LEGEND
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DESCRIPTION PLAN SYMBOL DESCRIPTION EXISTING PROPOSED ��`� ? """ '4��
FSILT FENCE WATER MAIN 10"w -- RO°W _a o m o o y
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CLEARING LIMITS ----------
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sad m p r.
SUBSURFACE DRAIN .+5 ♦ \
DOUBLE SERVICE LATERAL �- - - - - - ----- N/nNImA
TREE PROTECTION O VALVE AND BOX a „�I�pOunny�
/ TEMPORARY SEEDING T$ FIRE HYDRANT W/VALVE 9 BOX �NOv P • ` •�
POST HYDRANT =cl:m m z:
t PERMANENT SEEDING PS �d'do
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BACKFLOW PREVENTOR - q��AArh•Iuitl111 ,�
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OUTLET PROTECTION - RIP RAP ® 450 BEND - HORIZONTAL
22-V BEND - HORIZONTAL /
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BEND- VERTICAL I I
ROCK CHECK DAM OR
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STABILIZED CONSTRUCTION ENTRANCE ® I ' >
0»l ABBREVIATIONS f
STORM DRAIN INLET PROTECTION - TYPE A Q HOPE LION DENSITY POLYETFELENE LF LINEAR FEET SF SQUARE FEET - -
FILTER FABRIC BOT BOTTOM MAX MAXIMUM SS SANITARY SEWER
CI CURB INLET MIN MIW" TC TOP OF CURB � I
STORM DRAIN INLET PROTECTION - TYPE E
E SURFACE COURSE CURB INLET FILTER CPP CORRUGATED PLASTIC PIPE MH MANHOLE TG TOP OF GUTTER
DP DUCTILE IRON PPE OC ON CENTER TP TOP OF PAVEMENT
I
EL ELEVATION PC POINT OF CURVE TW TOP OF WALK - z
DRAINAGELEGEND FG FINISH GRADE PH POST HYDRANT TYP TYPICAL
FH FIRE HYDRANT PT POINT OF TANGENT W WATER Z m
DESCRIPTION EXISTING PROPOSED FM FORCE MAIN (SANITARY SEWER► PVC POLYVINYL CHLORIDE W/ WITH 0 T H E R UTILITIES LEGEND O o 0
PPE - - - - - - - -• •-•-• FR FRAME RCP REINFORCED CONCRETE PPE WV WATER VALVE DESCRIPTION X STI G L U ccc� '
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GI GRATE MILEY RJP RESTRAINED JOINT PPE YI YARD INLET
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GV GATE VALVE R/W RIGHT-OF-WAY GAS GAS ° O O 0
CURB INLET �0 - c D` U °c INV INVERT ELEVATION SD STORM DRAINAGE TELEPHONE OHT OHT N
GRATE INLET ( © JB JUNCTION BOX SDMH STORM DRAINAGE MANHOLE UNDERGROUND TELEPHONE UTL UTL v a) � -0 o°
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ELECTRICITY OHP OHP 0 N O of
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OUTLET STRUCTURE ■ UNDERGROUND ELECTRICITY UGP UGP Qy Y U 0 U Q.
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DESCRIPTION EXISTING PROPO D
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SURVEY NOTE' G�IIEJPAIL MOTES'
DOUBLE SERVICE LATERAL BOUNDARY & TOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY BY THOMPSON I. NO CERAFICATION OF OCCUPANCY WILL BE ISSUED UNTIL ALL S17E 13. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO STATE AND Sam d4TA °
SURVEYING CO., DAN/EL H. THOMPSON, PLS [phone]. IMPROVEMENTS HAVE BEEN COMPLETED AND ACCEPTED BY OWNER, LOCAL CODES. OWNER: PROPOSED BUILDING.- U =
MANHOLE ENGINEER, AND FENDER COUNTY. PENDER EMS AND FIRE, INC. BUILDING AREA = 6.000 S.F. Z X
O CONTOUR INTERVAL ONE (1) FOOT 14. CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO OWNER OR 805 RIDGEWOOD AVENUE w
1. ALL CONSTRUCTION TO COMPLY WITH FEDERAL, STATE, AND FENDER OWNER REPRESENTATIVE FOR APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO BURGAW, NORTH CAROL/NA 28425 PARKING REQUIRED.
CLEANOUT CH DATUM: VERTICAL: NAVD88 HORIZONTAL NC GRID (NAD83/NSRS 2011) COUNTY STANDARDS MATERIALS OR CONSTRUCTION METHODS SHALL BE APPROVED BY TIE DOWER OR - 0
OWNER REPRESENTATIVE PRIOR TO CONSTRUCTION W Q z Z
PHONE., ( WO Y SULLIVANEMS & FIRE STATION- �/yy Z
TEMPORARY BENCHMARK.- TOP EXISTING IRON PIN, ELEVATION: 39.54 3. NOTIFY PENDER COUNTY INSPECTOR 48 HOURS BEFORE BEGINNING OF CONTACT' WOODY SULtV 1 PER EMPLOYEE PER SHIFT Y. �
EIVERI' P84SE OF CON57RUC7/0N. 15. CONTRACTOR SHALL REFER TO LAYOUT PLANS FOR THE LOCATION AND % 0 O
THE LOCATION OF UNDERGROUND UTILITIES SHOWN IS APPROXIMATE BASED ON SURFACE DIMENSIONS OF PROJECT N )N R: 1 PER FACILITY VEHICLE ,• Q _
4. CONTRACTOR SHALL VERIFY ACCURACY OF TEMPORARY BENCHMARKS 7HOMAS & HUTTON ENGINEERING CO. TOTAL REQUIRED: ai V ~ a
FORCEMAIN - - - - - 10"FM - - -- - 10"FM - ----- ID"FM -��-- p°FM - FIELD EVIDENCE AND IN AS TO
SUPPLIED BY UTILITY AGENCIES. THE SURVEY PRIOR TO USING THEM FOR CONSTRUCTIOK l6. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REpUlRED BY THO S. KERR AVENUE, UNIT B MIN. = 8 Q 0 Q
MAKES NO P R PRIM E U AS TO THE COMPLETENESS OF THE LOCATIONS SHOWN STATE AND LOCAL AUTHORITIES, REFERENCE EROSION CONTROL SHEETS FOR WILMINGTON, NC 28403 F E-
p� e HEREON. APPROPRIATE Y CO COMPANIES SHOULD BE CONTACTED FOR VERIFICATION OF MORE NOTES AND DETAILS. ALL MEASURES SHALL BE MAINTAINED,REPAIRED PHONE., 910-332-3400 PARKING PROVIDED: Z O (O
VALVE AND BOX '01 LOCA770N5 PRIOR TO ANY CONSTRUCTION ACTMTY. 5. THE CONTRACTOR SHALL B£RESPONSIBLE FOR UTILITY LOCATIONS.
CONTACT NC ONE CALL (PH: 800-632-4949). THE EXISTING UNDERGROUND AND/OR REPLACED AT THE CONTRACTORS EXPENSE UNTIL PROJECT/S CONTACT' JACK D. REEL, P.E., LEED AP REGULAR (9'x 18.5): 7 SPACES Q Z W
FLUSH HYDRANT y-�' THE PROPERTY IS NOT LOCATED IN A 100 YR. FLOOD HAZARD AREA AS DESIGNATED ON UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE COMPLETELY STABILIZED.
Ste' F.E.MA F.I.R.M. MAP PAN PROPERTY 1NFORMA770N SPACES
TOTAL 8 EL 3720327100J, DATED FEBRUARY 16, 2007. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT HANDICAP (PA18.5): 1 SPACES t� >- W
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REDUCER rJ
LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO /r DAMAGE TO INFRASTRUCTURE, PUBLIC OR PRIVATE PROPERTY, AND/OR
BEGIAWING DIGGING OPERATIONS 1F UTILITIES OTHER THAN THOSE SHOWN VEGETATION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY CONTRACTOR. PARCEL:■ ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL PIN:3271-64-7713-DODO W 0 �
NOTFY THE ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE 18. ANY DAMAGE TO EXISTING PAVEMENT ON ADJACENT STREETS MUST BE REPAIRED A PART OF m J
LINENS)AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING AT CONTRACTOR'S EXPENSE AN I.�D TO THE SATISFACTION OF THE ENGINEER. DEED BOOK 4356, PAGE 0069 W Q
BACKFLOW PREYENTOR � UTL/TIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR. _ 0
19. WHERE FIELD INSPECTIONS ARE REQUIRED BY THE COUNTY, STATE AND/OR EXOS7'NG USE VACANT __ W z U) W
ENGINEER THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MIMIIUM OF 48 PROPOSED USE.• FIRE STATION '-';I " ''T' " '' fL
CROSS I I I PLANNING & ZONING: STORMWATER & EROSION CONTROL 6. THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW � - 0 W Z
PENDER COUNTY NCDENR - WILMINGTON REGIONAL OFFICE UTIL/TES TO EXISTING UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION. HOURS /N ADVANCE TO SCHEDULE SUCH INSPECTIONS.
805 S WALKER STREET 127 CARDINAL AVENUE
THESE TEE P.O. BOX 1519 WILMINGTON, NC 28405 RT
CO
20. A COMPLETE SET OF APPROVED DRAWINGS AND SPECIFICATIONS MUST BE JAN 1 4 2 4
PH Z
( I I I 7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL . I1.I
BURGAW, NC 28425 PH. [phone] IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. MAINTAINED ON SITE AT ALL TIMES THAT THE CONTRACTOR IS PERFORMING MA AND N/A: [phone], FAX: [phone] WORK. E DRAWINGS SHALL BE MADE AVAILABLE TO THE OWNER, OWMFR'S A
Y. a Q
90° BEND - HORIZONTAL I S. CONTRACTOR SHALL GRADE ALL AREAS SUCH THAT WATER DRAINS TO THE REPRESENTATIVE, FENDER COUNTY AND/OR NCDENR PERSONNEL AT THEP SETBACKS:BUILDING INSPECTIONS ENERGY APPROPRIATE RIGHT-OF-WAY, EASEMENT, OR SWAL£PRIOR TO FINAL REQUEST.
45° BEND - HORIZONTAL / / PENDER COUNTY 5700 HOLLY SHELTER ROAD FRONT. 30' Z
I I APPROVAL. W
805 S. WALKER STREET CASTLE NWYNE NC 28429 SIDE., 10'
P.O. BOX 1519 CASTL LEATHERWOOD 21. ANY REVISIONS DURING CONSTRUCTION WHICH ALTER THE SITE LAYOUT, REAR. 25'
22-1° BEND - HORIZONTAL 1 I l I BURGAW, NC 28425 PH. (910 602-4304 9. ALL STORM DRAIN PIPE INVERTS 1N AND OUT ARE THE SAME AS THE BOX CONSTRUCTION METHODS, OR DRAINAGE MUST BE SUBMITTED AND APPROVED fN
INVERT UNLESS OTHERWISE NOTED ON THE PLAN AND/OR PROFILE SHEETS. WRITING BY THE ENGINEER.
PH: (9 t O) 259-1202, FAX: (910) 259-t 295Lj
I1° BEND - HORIZONTAL I I I CABLE. 1NIERNET. & 7El/F-PHON 10. ALL AT GRADE UTILITIES SHALL BE LOCATED OUT OF THE CURB LINE 22. THE CONTRACTOR 15 RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS
NECESSARY FROM OTHER RESPONSIBLE AGENCIES OTHER THAN NCDENR JOB NO: J-24T23.0000_
SEWER: CHARTER COMMUNICA7)ONS, INC.
PRIVATE ON-S17E TREATMENT & DISPOSAL CAROLINA BEACH - HOLLY RIDGE - I7 APPROVAL OF PLANS DOES NOT AUTHORIZE GRADING OR ANY OTHER STORMWA TER PERMIT AND NCDENR LAND DISTURBANCE PERMIT. DATE: 12/30/2013
DRAWN: KWL
BEND - VERTICAL J4CKSONRRLLE DISTURBANCE TO ADJACENT PROPERTIES. IF FIELD CONDITIONS WARRANT
WA ERT JOE G4UGHAN, BUSINESS ACCOUNT EXECUTIVE OFF-SITE GRADING OR DISTURBANCE, CONTRACTOR SHALL NOTIFY OWNER 23. CONTRACTOR RESPONSIBLE FOR COORDINATION OF TEMPORARY AND PERMANENT DESIGNED: KWL
PLUG j j PENDER COUNTY U77LMES PH: [phone] OR DINER REPRESENTATIVE POWER INSTALLATION AND LAYOUT FOR POWER/PARKING LOT LIGHTING WITH REVIEWED: JHR
605 EAST FREMONT STREET PROGRESS ENERGY' APPROVED: JHR
MICBURGAW, NC 28425 12. ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED SCALE: AS SHOWN
PH. (91 MA 0) 259-1570 PENDER COUNTY UTILITY DIRECTOR PLANS IS A VIOLATION OF THE STATE'S EROSION CONTROL AND GRADING 24. REFERENCE PLAN AND DETAIL SHEETS FOR ADDITIONAL NOTES.
PH: (91 REOLWMENTS AND MAY BE SUBJECT TO A FINE. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR PAYMENT OF ALL FINES DUE TO VIOLATIONS 25. A PRE-CONSTRUCTION MEETING WITH PENDER COUNTY AND NCDOT MUST BE HELD .
PRIOR TO BEGINNING ANY WORK IN PUBLIC RIGHT-OF-WA Y.

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44 ��2+ 7 %42+4 - -- - - - DRAWN: KWL
a _ - - - *� - -___ �___= 643+0 43+2 43+ 1 43+3 43+3 43+4 43+2 43+3 43+5 43+4 43+2 4,3+3 43+4 45+ 1 DESIGNED: KWL
43+5' - - - - 2' _ _.._ _... ._. _ _ _ 43+2 1
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1. ACCESSIBLE ROUTE - EXTERIOR:
3Q; rLFWoO
MINIMUM CLEAR WIDTH IS 5'. IF ACCESSIBLE ROUTE HAS LESS'THAN 5' CLEAR WIDTH, THEN PASSING \ 'n U: oozolr. i n
'g SPACES AT LEAST WX5' SHALL BE LOCATED EVERY:200' OR LESS (INTERSECTING SIDEWALKS MEET 'Z•• ~ o
` i�a••, MZ Z i't��
THIS REQUIREMENT).LONGITUDINAL (RUNNING) SLOPE MAY NOT EXCEED 5X UNLESS RAMP IS •-•••••
e INSTALLED (RAMPS MAY NOT EXCEED 8.33%). CROSS SLOPE MAY NOT EXCEED 2%. GAPS IN ROUTE 6 ``
- MAY NOT EXCEED I/2• IN WIDTH. ,�\ LINE TABLE '�'' g�NnN11111111 �`
2. FINISHED SURFACE" HEIGHT DIFFERENCE REQUIREMENTS: LINE BEAR 1 NG LENGTH
S A. 0 TO 1/4': NO REQUIREMENTS
B. i/a• To V2': BEVEL WITH 12 SLOPE _ N 57_07'20"E 215.75 - _
8 - - - - Ll N 32'52 40 W 29.00
C. LARGER THANVe- CONFORM TO REOUIREMENTS FOR•RAM - -
3. RAMPS: �'SS� m4 N 32'52'40@ W 2.00, _moo SDy
f rorc �P• d6
• MAX RAMP SLOPE 8.33X U:12). - w LL S 57'07'20 W 44.86 �?p'
• RAMPS STEEPER THAN 8.33X ARE NOT ACCEPTABLE I N _o N'm L4 S 57'07'20" W 33.57' v;u a
. MAX RISE FOR ANY RAMP RUN IS 30"(AT 8.33% SLOPE._MAXIMUM RUN OF RAMP IS 301.
• MAX CROSS SLOPE OF RAMP 2% (1:50) - --- _ - - �{, �•
r-------------------- wo \ �'Z
" ----------------- -' ---- --------------- L5 N 32'S2'40" W 91 .00' �Y =°bo, 4'••2�
3A. LANDINGS: i
\--- L6 N 57'07.20 E 27.00 4��`y .... ���•
- - --- - - --- - ----- --- - -- - -- - -------------- ----------- ---- -- --- --
• RAMPS SHALL HAVE LEVEL LANDINGS AT BOTTOM AND TOP OF EACH RAMP. I I \ \ PROPERTY _ - L7 S 32-52'40" E 18-.00' y��jhttnN tq
i • LANDING SHALL BE AT LEAST AS WIDE AS RAMP LEADING TO IT. . \\\
$ • LANDING LENGTH SHALL BE MINIMUM--5'--CLEAR. BOUNDARY - - -
I
. IF RAMS CHANGE DIRECTION AT LANDING, MINIMUM LANDING-SIZE SHALL BE 5'X5'. -
. ALL LANDINGS ARE TO BE NO MORE THAN 2% SLOPE IN ANY DIRECTION. I I PROPOSED L6 \ \ -\ _ I s w
I I SEPTIC AREA - - FUTURE ACCESS 1\ \i - - My\N
" 4. CURB RAMPS:
., i (BY OTHERS} \ DRIVEWAY \ \ \a 65E . . CURVE TABLE
S MAX SLOPE OF CURB RAMP 8.33%.- MAX SLOPE OF SIDE FLARES
MAX SLOPE OF ADJOINING GUTTERS. ROAD SUE�CE OR ACCESSIBLE ROUTE 5%. 20' B-3 x\ a CURVE RADIUS LENGTH CHORD CHD BEAR 1 NG DELTA r 'm
. MIN WIDTH 36"{NOT INCLUDING-616E FLARES) - - BUFFER I / \
• DETECTABLE WARNING IS REQUIRED ON CURB.RAM_PS;AT'ERAFFtC AISLES; AND SHALL BE 24' \ " Cl 32.00' 50.27' 45.25' N 77'52'40" W 90'00'IX)'
MINIMUM IN THE DIRECTION OF TRAVEL AND EXTEND THE'FULL WIDTH OF THE CURB RAMP OR I -� ' ' -� ' \ ' - -i - �- _ \
FLUSHSURFACE..DETECTABLE WARNINGS SHALL BE LOCATED SO.THE EDGE.NEAREST,THE CURB
I I \\ \,- 3 C2 36.00' 59.69' 53.74' N .12'07'20' E 90`00�00'
G' (
LINE 1S 6' TO e' FROMI THE CURB LINE I \ 20 FgP C3 36.00' 59.69' 53.74' S 77'52'40' E 90'00'00'
-: 10' MINMUM I I I J N: 214500.55 sof
5. PAVEMENT MARKINGS: BUILDING SETBACK I E: 2377077:38 \ \
AS REQUIRED BY LOCAL JURISDICTIONAL AUTHORITY MECOMIMENDED CROSSWALK MARKING TO ~- I I z
8' CONCRETE a
DESIGNATE ACCESSIBLE PEDESTRIAN RGUTE1 -_, i I CURB \\ \\ \ - z
6. HANDICAP PARKIN"PACES: ..
a o
• MINIMUM.8' WIDE ACCESSIBLE PARKING SPACE .,
• MINIMUM V WIDE'ACCESS AISLE AT STbN0AR6 SPACES, 18' CONCRETE U
-
N
MINBAUM.B'WIDE ACCESS AISLE AT YAN,ACCESSfi1LE^$PACES-.- CURB 6 GUTTER I I - ' i I > >
MAXIMUM 2% (k50)SLOPE IN ANY DIRECTION 24' i8.5' UN o w
M ,
7. SIGNAGE: I I H.C. RAMP MARY BETH MORGAN CARLSON I � z �
\ c�
cl
w
ACCESSRTLEPARKING SPACES SHALL BE DEStGRA E�?A Y SERVED 8Y A SWN1140V NG THE, I HANDICAP PARKING W C.B- 3920, R6. 5(7 I I w
SYMBOL OF ACCESSIBILITY. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL O I Ilk SIGN(R7-8 8; R7-8A) \ p M.B. 20, F G. 7
. OY SPE. LLC \ W I I I n
VAN-ACCESSIBLE MOUNTED BELOW THE SYMBOL SUCH SIGNS SHALL BE LOCAT CI�TNTE� PG. 348 VAN ACCESSIBLE
CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE (60':.ABOVE GRADE UNLWSHF O ( I HANDICAP PARKING
HEIGHT REQUIRED BY LOCAL JURISDICTION). N N
S. ACCESSIBLE ROUTES: n WHEEL STOP �I PENDER EMS 8 FIRE -I �' W
MUST,COMPLY WITH ADA, THE FAIR HOUSING'ACT AND lCC{ANSI AII7.1-2003. a'S I -I (TYP) .�1 STATION 18. HWY. IT
-I
O .I --
z
N I W CONCRETE
LEGEND NI ! TURN-DOWN 1
�I a SIDEWALK ` 7 9
L
m r75
N: 04458.71 N: 214512.99 \ �/ c 10
HEAVY-DUTY ASPHALT PAVEMENT - _ i I .. Ei 23T7152.65 E: 23T7236.64 \\ F U m ci U
LL C'? H
ry M O 0
t �. PERMEABLE PAVEMENT 7 SPACES =C9 M U 5
1 I - (TYP)... (9'x18.5') : • `. -. - \ p O o c9
\ O L O
CONCRETE SIDEWALK - 1 - \ : c N } U
L i I �i�` a:� \ 6 D . o
--
a t WET DETENTION i\
ACCESSIBLE ROUTE - - - - - - ` . - - tr^^
Nk 214424.13 I �, ''•�.;? .c PERMEABLE PAVEMENT _ r ... , 45'R : BASIN 1\ - - VI Q O E N
I{
1 H
S f ; - (SEE DETAI SNIFFY C4 ) CV O -'o r
E: 2377M6.78 I 2 SPACES %
s
r0.2
I c - 10 R .`_ N: 214458 93 O O f
\ > \ O
FLUSH. - E: 2377235.89 \ -\ O N 0
N: 21443E-84 Lr) C
\ -- \ L
I CONCRETE CII28 0
Y -.- E. E377148.22 -->=�=� =--�-=--.- -,---- -� -- - - - ---� � . w N I
m
BETCHM TR p r 3
Y
u ,
� •� \ � SE ON 0 OF
E14414.6E a w 10 R' \ EXISTING IRON PIPE ��
m \
_ I E• 237717L03 „: °' _ .< n%. \ ELEVATION- 39.54 .
ATBT TRANSMISSION I L------_-.-_-- . .. } z. • --- ----- --------- ------- -- N. 2la5E2.73
UGFO - _ - _ - - - LINE - I ' F .�.� r. E: 23773SL71
0 , M z
UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO GFO UGFO UGFO UGFO UGFO UG O J a FO UGFO UGFO
LJGFQ" U ( g U'_ i GFO UGFO �. G
UGFO UG O UGFO UGFO UGFO UG
r 208.84 m "-' mw C
57fi, "kV .. _
- -- - -=-, - - -- -- - - - - - - - .. 10 02' - - - - - - - EIP - - -- -- -- -- N 5705'56"E 20 7.2 }
/SS �lo N: 214432.89 ,
WIRE FENCE 60 Ii E: 2377252.72 . Z =
FIBER
OPTIC - -
VAULT -
UGFO UGFO UGFO_ UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGF • Q
UGFO UGFO uGFO UGFO UGFO UGFO W z J
i18LY 2 PAROLEE 30'R 30'R . , w O a
1o'x7o' SIGHT . Io x70 SIGHT SIGHT TRIANGLE NOTE: � 0 - {-
STORM DRAIN DROP INLET R OUND LINES TRIANGLE (TYP) _ STRUCTURES, FENCES, AND PLANT MATERIALS THAT EXTEND
TRIANGLE (TYP) ' LL V F-- Z
- GRATE ELEVATION: 39.73 EXISTING -
15" RCP INVERT: 37.28 (SEE NOTE) (SEE NOTE} f EDGE OF INTO THE SIGHT TRIANGLE BETWEEN TWO AND A HALF FEET 2 Q WWC
PAVEMENT= - STREET OR DRIVE. SHALL NOT BE ALLOWED. Z G
AND EIGHT FEET, AS MEASURED FROM THE GRADE OF THE s
- O
QzJL
> LLI
J
I EDGE OF PAVENENT WRONG WAY - 0Y'--- �c Z
DO NOT .; - - - :. SIGN - ` ` - W
ENTER U.S. HIGHWAY 17 ` t� L- �!
SIGN "
R/w vAii s W w at5 W
yo 5 RCP (PUBLIC DIVIDED HIGHWAY) z
z
North Carolina a W
T z �
O EDGE OF PAVEMENT - - W LL1
One Call Center CL
LLI
\0 n
- - - GRAVEL MEDIAN Call Before You Dig
CROSSOVER "lt's The Law"
INS
STORM DRAIN DROP INLET - 30'R ' 1-800-632-4949 _ : -24723.0000
GRATE ELEVATION: 41.24 - DATE: 12/30/2013
DRAWN: KWL
DESIGNED: KWL
0 � GRAPHIC SCALE REVIEWED: JHR
-
- EDGE GF PAVEMENT APPROVED: JHR
_ - - 20 0 10 20 40 80 SCALE: 1' - 20'
IN
EDGE OF PAVEMENT 1 inch -- �20 rL - - C1 * 2
„ . .
Y

I
/ — — — — — / �tnnnnnrpr
N04
50+9 50+ 7 50 6 50+4 50+5ZI+4 50+3 50+2 50+50+6 ; P :.. b �•,I
+ 50+6 ?'40
ECol
5L?+8 49 - �� ' �_ i-' ' \ S / �Q. �FWOO :aC
ATV, f NO. EC.2` � ".— \ _ .C� / 2Sn a •4�
J . r- 11 /�aO• {{�
,59 a >• � � � � � � �� � * nllu � o ® e� +r 1 r aa, C� ��r`°,
// r- - -. - - ' ssss�• T 49+2 ® ®:sue 7` c4 ` f ''lrnrnnmmnN`
W // // /g°�/ �000�M49+3 - - - - -- -- - - - - - - - - 1 49, 4 ® 49+5 7j
C 0 st' -, -2 ` ` ` 49+3 ® a,
/ ry:S
ct. • - - - - - ® N 57'0720 E 2?5. 75' - 49+ � V � w � .+iaV tZ�
s _ CL48+2
--�— - - - - - - ` d
48+ 7 48+21, , \ 48+2 % ® r►iur
/ —
i/ / 46 8 - --- --_-_----------- +2--- ' / - 4a+ W
„ /---------� _sG ` —It— -------- --_-- — -�cr—/ ---`4+Jri_- --T/ 46a /
C I
/ 6 `� 47-9 •
4oT 9 i 46+. - / _ / : \ PROPERTY I j m
14 / 1 \ / BOUNDARY,
47* 7 �� 47+
PROPOSED \_ __
47+4 !
/ `,'l /j SEPTIC AREA � /
' 2 ' \\� (BY OTHERS) \ / / \ 44-A
44A
46 46
45
z
46+6 / a.d ( I — / — / / \ 42+ CLEARING LIMITS/ o
7� T
o / 4✓- 9� i 3+5 r \\ LIMITS OF DISTURBANCE W
5 TEMPORARY GRAVEL 20' SNIDE TEMPORARY / / �t , ? � //I / / / � (TYP) � j � c
CONSTRUCTION EXIT/ CONSTRUCTION ACCESS a' 45 4
\\ ENTRANCE ROAD i
r CL CL CL CL CL CL — CL — CL — CL — CL — CL — CL /� CL CL —/CL ' �'s 4+.D
■ ` 1 I I
o // 45+3 77 ' ! ' 44+ 6
S� 46+ I 1 / 41+0
j 44 5 I // / ' ` MARY BETH MORGAN CARLSON
I � I
- .- - - - - - - ' � -/ D.B. 3920, PG. 517
: RAY �P�. C / I / /+,; \ O M.B. 20, PG. 7
FIRST . _ LL ! 44+8
D B. 3794, PG. 348 / 1 4 8
So (\4 i // 43+5
I a 44- 7 N / +
/ ' /I PENDER EMS d FIRE 4 40+8 $ Z cm
y 4440 � a � � � MmMm STATION 18, HWY. 17 ® � � � : ® � •
F.F.E.• 46.0 _
280 LF TEMPORARY LU m c? H
�— CL CL CL CL CL CL CL CL CL CL -- CL CL . CL CL
4r 9 , / e SILT FENCE r CV
v / - - �(3 M
430 LF TEMPORARY 44+3 { 2+ 7 / \ 2 c o O t o
/ 40+3\
�T FENCE / 4L.,..2 \
45+2/// /// / ` a� \\\ �i 1Ja N ± a0
• / \ •\ Q c�c OL
O Aa 43+5 / .. ' ' o o h � z O fm
c a
' 43+ i� / 4 +3 // "® WET DETENTION / w p � o m `n � - �
— m BASIN
�• / N =L0)
43+3 a./ / i 4 �•'�. "y , - / ?i: > rW N m`
42+✓ 40+/
4 \
INX
42+2 / ►, \
S 57"2532"W yo �?srj - - -I 1- - -- . - ---- -- - - ----------- - - —
/ \ \ N
UGFC- UGFO - ' c r rr ( � h6 zn. q U
_ \ 0 UGFO UGFO �-- UGFO UGFO UGFO v. 0 F UGFO FO UGFO - r U Z
I o ! // / 41+ 7 Gr J t0 = U�FO � t CFI . ' u 0 UvFO�a* G 39 7 Z
NC D 0 T ; - 1- ,/ 57"07'20"V✓ / 208.84 ' 4 F 41+5 GO
—
/, 41- 7 F1 4 — — — — �— uGFo -- - Z
7+ 6 4v+8 a}3 9 4 39 6 UGF Q
,Rlt - -- - - -- -- -- - -- - - -
\ 42+ 7 42+ 42+4 �_ - _ 42+0 4 ,+ 6 4 4 // -4'0+9 /SS4 �>+� - - 9 - 4 8 // \3 5 3 + 6 ElP a
DISK \ / / \ - - _ - -- s - ' < 7i `3� 7 39+5 39+6 �/ 39+5 39+8 �
a \ 4 +4 FIBER _ -- _ J 41 4 / - \\ n; z 40+3 40+ 40 - - - - - - - - - - - - - - - - - - - - - - O
41+ 7 / 4- 8 ✓ - `L - - - - - - - - z- - - - - - I- p ` y - - - '/ \\- - - - - - - - - C -�4 - u ~f J
\\ /�OL �, � �./ \� _ �— - - - - - -- - - - " '�ilut''y+'P r., ,h - - - - - (�. - - - - - - - - - - - - - -
UGFC ' ' .a — — — — GFC UGFO UGFO UGFC UGFO UGFO ~ I-
\ — UGFO�- - ^— - -�--�UGrC — —� , — CL — - - Z
\\ 2*Q_ - — ax5 _-� - a0 - 41+3 JG O - � UGE2 - 42 $ 2+4 Fet+E3 - � � ss +5- - ¢�+�- - - - - �I2 1- -�Lv -42�- - -- - -4 � - -Sz- - - 4� 7- - - - Q Z Z
—==� - - - - - - - - - - - - - '-. --- - - - - -.\_C� -PGTSISL72 PAR EL — — — — — —
- -_ _ ,— _ - � _ - - - - - as- — — - - - >' Li
5fl5RM1I Oft IN DROP !NLEy --43 \ — ' — _ _.
S 34°3557'E 1 \�-- � � � - - -- 43+3 -- - - GR-AT�E_EvAT ON. 3973 — DNDERGR_DUND LI S /4 — - - - — - - - — - - - - ~
I 43+ is° RCP INVERT: 3�� -9.d+-0- - �4+4�<4. - 44+T -441 04 44+4 44+ 44 �¢y 44+3 - - 44� t 4a93�°� o V
44+5 44+5 44+6 — 44+ 1\ " 44_7 - - - -44+R- - - - .— 4�+3 — —4s- ��F1 - - - - - - a�+9- - - - - -�f� `'C� - - - -' '�`_� .� s, -.:7�}}z�„,r -�,, .1` +'F r,^« �+ .'`. ;,5 - - - -4 - -- - .` ' - - - - - - a4f - - - - -44+8- - -as- - -`�`-1+8 -- W W O
.t ....X m 'hwn9vlist; .n5`
\ EDGE OF PAVEMENT - �.—_ WRCNG '"JAY ® N011h Carolina Q D_ G 0:
A✓fAG NAIL 1 DO NOT \ \ s:GN
\ ENT R \ i U.S. HIGHIPAY 17 Z w W
i \ (PUBLIC DIVIDED HIGHWAY) 'y r
o s RcP
One Call Center L1
BY:
\ L - - - - _ - Call Bs The Law efore You Dig
S \ EDGE OF PAVEMENT _ 4,i+' n n
\ ✓ � - - C� - - - - - - 44+ 7 .��
JOB
.0000
+2 _` - - -/ L — ^ — + /— \— - - - -- - - - -a�- - - - - - - + / - - - Gd+J - - �- - 44+4 Sv 1 — �5 �— _44+- - - -44+d - - -- - - -- 1 800b324949 DRAWN:
12/30/ 013
— — — — — — .— _ — _ V 44+2 _ _ — DATE: 12/30/2013
44 \/ / -! aa: 4 _ 44+ 44+ 6 44 7 a 4 43+4 DESIGNED: KWL
01d4-4 44 \- ��2 7 \42 4 ' - - - L3+3 f3+4 �3+ LL3 5- - - - _ _ - GRAPHIC SCALE _ - - REVIEWED: JHR
\ ` - ^+ �}g+�____= at2� ____� #3*0 43+2 43+ p 43+3 _ — APPROVED: JHR
43+J?- — _ n. _ — — — — .— — + — — — — — — — — 4 eo 44+2 a io zo 4+2 — an — --4-4+-0' eo - SCALE: I" = 20'
\ \ . - -_— rSTORPt CRA.N CROP INLET 5 - - 43+ 6 . - - - -4�*Z - - - - -4-1+�--_ -<a- -4d�+-8- - - - - 44r0- - -- - -d 4+c6- -- - - -44+ 1-- , 44+3 - - -- - 4_- 3 -
iiiiiiiiiiiiii
44+
y 4 +2 Y�rc d
?o 1 inch 20 ) &
EGGE OF PAVEMENT
— P
N

r _
A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF PERSONNEL NNgIgIIUI �i
I. GENERAL NOTES 4. MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS RELATING TO THE ``a���� .�, "I"ii
NOTES: 1 •.. 1 y
I. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED LVERY SEVEN (7) DAYS OR AFTER IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN. AND ACTIONS TAKEN IN �� �'; •"'•,,�yo $
EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. DAMAGED OR INEFFECTIVE DEVICES ACCORDANCE RT
OF THE STORM WITH
WATER POLLUTION PREVENTION PLAN FOR RATT LEAST L THREE BE DYEARS O FROM ITIHE DATE ED AS ATHE 1. ALL SLOPES EXCEEDING 6:1 OR GREATER SHALL BE STABILIZED WITH EXCELSIOR '• "'O¢ m 5'-
o SHALL BE REPAIRED OR REPLACED, AS NECESSARY. SITE IS FINALLY STABILIZED. SUCH REPORTS SHALL IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE WHERE MATTING OR APPROVED EQUIVALENT. CONTRACTOR RESPONSIBLE FOR
2. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. WHERE A REPORT DOES NOT MAINTENANCE. REPAIR AND/OR REPLACEMENT OF ALL EROSION CONTROL
$Zi r c
_ EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED. GRADED AND IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE, THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE S �. •, W Z ,��`
FACILITY IS IN COMPLIANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN AND THE NPDES MEASURES AS REQUIRED THROUGHOUT CONSTRUCTION.
`s STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. p•'••.,,•
PERMIT REFERENCED ABOVE. THE REPORT SHALL BE SIGNED IN ACCORDANCE WITH PART VI.G. OF THE - 4� 1r " �J
NPDES PERMIT-
fr 3. All EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION 2. BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED BY PARAMOUNTE hhhNNmnUNp
UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN ENGINEERING, INC., THERE ARE NO JURISDICTIONAL 404 WETLANDS LOCATED ON
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO V. LONG TERM MAINTENANCE OF DRAINAGE AND STORMWATER THE PROPERTY.
g CONTROL EROSION AND/OR OFFSITE SEDIMENTION. ALL TEMPORARY CONTROL DEVICES SHALL BE MANAGEMENT SYSTEM
'e. REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. Upuom4p�/h
3. SITE SOILS CONSIST OF ALPIN (A).
a THE DRAINAGE SYSTEM WILL BE OWNED AND MAINTAINED BY PENDER EMS AND FIRE, INC. AFTER J`�, •••a ����i
4- THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED .�` P .• •.,sO��i�
CONSTRUCTION IS COMPLETE. -
ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM �:% '•.(S�
u
- PAVEMENT AS MAY 8E REQUIRED. =�•o � �.:U I
5. THE FOLLOWING NOTES ARE SPECIFIED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND It
J SV:W cs:
NATURAL RESOURCES (DENR) AND ARE TO BE EXECUTED BY THE CONTRACTOR. / Z.u0 42-_
2
A.) ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN
CALE
AR DAYS AND AFTER ANY
- DURING ZNT 2 HASAR PEERIIO AALL SEDIMENT CONTRO EVENT OF L FEATURES SHALL
ATER THAN 0.5 BE MAINTAINED HES OF UNTIL FINAL / '''O iINED. j"! 711"I",
W �
B.) STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE 1
o SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. BUT IN NO i
CASE MORE THAN THE TIMES LISTED BELOW: EROSION CONTROL
- DENUDED AREAS: WITHIN 15 WORKING DAYS OF CEASE OF ANY PHASE OF ACTIVITY
I
- SLOPES: WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY (INCLUDING LEGEND
.�.' SLOPES, SWALES. STOCKPILES, ETC.)
6- ADDITIONAL MEASURES 70 CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE COUNTY, PROJECT
ENGINEER AND/OR NCDENR. - DESCRIPTION PLAN SYMBOL i
7. ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED PLANS IS A VIOLATION OF
SEDIMENT FENCE
THE STATE'S EROSION CONTROL AND GRADING REQUIREMENTS MAY BE SUBJECT TO A FINE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF ALL FINES DUE TO VIOLATIONS. �• C CLEARING LIMITS / LIMITS OF
i L i DISTURBANCE - CL CL
8. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF ``� CL \, !, _ I ;
SEDIMENT POLLUTION CONTROL ACT AND MAY BE SUBJECT TO A FINE. '�� ! I
i 290 LF DOUBLE / I I I '
'\ ROLLED EROSION CONTROL RECP I I I 1
9. ALL OFF SITE BORROW MUST COME FROM A STATE APPROVED SOURCE. CONTRACTOR TO SUBMIT WRITTEN �, CE, TEMPORARY i PRODUCTS i -
DOCUMENTATION IDENTIFYING SOURCE. / SILT FENCE z
4s TEMPORARY GRAVEL CONSTRUCTION i E g
10. ALL SURPLUS MATERIAL AND DEMOLITION DEBRIS SHALL BE HAULED OFF SITE TO AN APPROVED WASTE FY / ENTRANCE/EXIT
SITE. CONTRACTOR TO SUBMIT WRITTEN DOCUMENTATION IDENTIFYING APPROVED WASTE SITE.
II. CONSTRUCTION SEQUENCE
2 - - / TEMPORARY SEEDING
1. INSTALL CONSTRUCTION ENTRANCE
i
2. INSTALL SILT FENCE
PERMANENT SEEDING P$ I
3. CLEARING AND GRUBBING \ . .•j -_ _ _- -- -�c4 , - __ __ 1 w \C� / ,/ \ i / '
4. INSTALL SEDIMENT BASIN
5. INSTALL DRAINAGE CONVEYANCES `
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6. INSTALL INLET PROTECTION - -- � SODDING
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7. INSTALL SKIMMER AND POROUS BAFFLE AND OTHER EROSION CONTROL MEASURES � ��
8. INSTALL WATER AND SEWER SERVICES / / •'.� '' ' " / ! _
9. SITE ROUGH GRADING
10. BUILDING CONSTRUCTION / , / \ _ \ t.r ,/ • /' OUTLET STABILIZATION STRUCTURE z
II. PARKING LOTS AND FINAL GRADING i
12. FINAL GRASSING AND STABILIZATION _-
13. CONVERT SEDIMENT BASIN TO WET DETENTION BASIN PER DESIGN SPECIFICATIONS AND DETAILS ONCE THEE HARDWARE CLOTH @GRAVEL Z O
SITE IS PERMANENTLY STABILIZED. \ \ ! - / - - - - \ i I INLET PROTECTION * �
® C O
NI. MAINTENANCE PLAN r �' 10
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\\ �, TEMPORARY SEDIMENT TRAP r U m U
I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION _ _ _ / - % ` Cy E
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL. BUT IN NO CASE, LESS THAN ONCE EVERY WEEK. ANY --- -- 1 - - ---.. _ i - ..-. _. ._. _ •p �� m Q
r
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. \ -- y/ U a
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL TWO (2) \\� ^ * NOTE: Z P p r o
INCHES OF 14 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STRIrET \\ \ , -- - \ j SILT SACK TO BE USED FOR INLETS IN PAVED AREAS ONCE 4) j V
�,, i -PAVING IS COMPLETED AND UNTIL CONTRIBUTING AREA IS r � ❑
WILL BE IMMEDIATELY REMOVED. A V A og / V � / PERMANENTLY STABILIZED. SEE SHEET EC.3 FOR DETAIL. �J H o
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN STORAGE CAPACITY HAS BEEN \ \ __ _ n > 0 C: -
APPROXIMATELY SOX FILLED. SKIMMER WILL BE CLEANED AND MAINTAINED TO ENSURE PROPER \ \ �- __ �- - - --, _.. / VX
Q co h
OPERATION PER MANUFACTURER'S RECOMMENDATIONS. \\ \ / i -'/ \ `. /� i (D U U
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT \ �' --- / __ �. Z ¢ m
THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT\FENCE �t ❑: "'-
STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. \ `�.� p p Y r
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY. AND MULCHED ACCORDING TO \ \ - -.... „\ i c h
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE COVER. \ � --" i """ - i?' N
6. SEDIMENT. STRAW, LIMBS OR OTHER DEBRIS WILL BE REMOVED FROM THE CHECK DAMS TO PRE\WENT •.� ' , `, �?
CLOGGING. STONES WILL BE ADDED AS NECESSARY TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
NPDES STABILIZATION REQUIREMENTS
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN THE TIMEFRAME SPECIFIED BELOW:
- PERIMETER DIKES, SWALES• DITCHES d SLOPES - 7 DAYS OF LAST LAND DISTURBING ACTIVITY ''
- SLOPES STEEPER THAN 3:1 - WITHIN 7 DAYS OF LAST LAND DISTURBING ACTIVITY
- ALL OTHER AREAS - WITHIN 14 DAYS OF LAST LAND DISTURBING ACTIVITY
IV. INSPECTIONS Z
G
I. QUALIFIED PERSONNEL (PROVIDED BY THE DISCHARGER) WILL INSPECT DISTURBED AREAS OF THE Ci �� I \ Q
CONSTRUCTION SITE, AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION ,. Ci : \ ?
THAT HAVE NOT BEEIi FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE O
VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS \ `• 1\
OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. WHERE SITES HAVE BEEN FINALLY \ \ C< s ( `; _ ® � ® ® ® ® � U J
STABILIZED SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. \\ -- Z = Q O
! / 0 ® Ofl 1'_ mmmmmm ® ei mmmmmmmmmmmmmmmm ® �'
2. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION \ L..., ® � F'
SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE o 1.d_;_' r�...r t_., O (/}
SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO r Z
ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE �f AN (( 2014 >- W
ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES RE > ? �
EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. LOCATIONS WHERE VEHICLES `\ `�' _ C2
ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. m ® .. BY• O Iy Z
3. BASED ON THE RESULTS OF THE INSPECTION. THE SITE DESCRIPTION IDENTIFIED IN THE PLAN IN r p W Q
ACCORDANCE WITH PARAGRAPH IV.D.L OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,AND 48 - '` /y W
NATURAL RESOURCES NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION I ®\ ` ,, \', {i z
ACTIVITIES THAT ARE CLASSIFIED AS "ASSOCIATED WITH INDUSTRIAL ACTIVITY' BY EPA REGULATION, c
HEREINAFTER REFERRED TO AS THE NPDES PERMIT. POLLUTION PREVENTION MEASURES IDENTIFIED IN THE \ c s� i North Carolina ® 0. U
PLAN IN ACCORDANCE WITH PARAGRAPH IV.D.2 OF THE NPDES PERMIT SHALL BE REVISED AS " $0 Lij'�
APPROPRIATE, BUT IN NO CASE LATER THAN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. SUCH Z W
MODIFICATIONS SHALL PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHARGES TO THE PLAN WITHIN 7
CALENDAR DAYS FOLLOWING THE INSPECTION. - ' ,\ \ I)Q
y One Call Center W
Call Before You Dig !Z
n
"It's The Law" I ;
1-800-632-4949 JOB NO: J-24723.0000
iI DATE: 12/320I3
- J � 'r ;
` 6;�'y;. G -.i ,U+a ✓P 1 K ,. DRAWN: _ KWLO/
SIGNED: KWL
RA HIC SCALE REVIEWED: JHR
0 APPROVED: JHR
- _.... .,__ . . ..... .... y 10 20 40 90 SCALE: I" - 20' ".
- - IU LINE_ - - - . . >� e � � _
5 mm mm mmIN FEET
/ / •'• A+ III
w ✓• s o m - . i ® 1@ 1- % 4 CC' 1 1 inch 20 f(_

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1
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S EDGE OF RIGHT OF WAY
-� METAL FERTILIZER REQUIREMENTS N ,o��g%%#%% +++"""°141"I",�
3 x PIPE DIA OR 5' MIN TYPE OF ANALYSIS OR `%a'' '• o �'
WIRE MESH REINFORCEMENT (AS REO'D) wo- -YEAR RATE TOP DRESSING =
SPECIES EQUIVALENT 'a' E�Wco e
N-P-K RATE -v o==QL� ib
FILTER FABRIC =_- �
1.5' EQUAL 1.5' IDo. arm �m . COOL SEASON FIRST 6-122-12 I5001bs./qc. 50-100 lbs./ac. # 1 8i 2 �- ~mco
MIN. MIN. I-O° \ o o GRASSES SECOND 6-12-12 IOOOIbsMAINTENANCE 10-10-io 400 ./ac. - .��do•. w w �.
FABRIC ANCHORAGE \ ��4
BACK FILL IN 6"x 6' \\\�\ 2. COL SEASON FIRST 6-12-12 1500lbs./cc. 50-100 lbs./ac. # I �ry��NhIIIIDRN+++�+���,``
TOP OF SLOPE �N 0 GRASSEE AND SECOND 0-10-f0 IOOOIbs./ac. -
TRENCH W/ TAMPED PROPERTY to LEGUME =
\ FILL o 0 0 o c MAINTENANCE 0-10-10 400Ibs./ac.
NATURAL SOIL LINE SO c,• 3. GROUND COVERS FIRST 10-10-10 1300lbs./ac. * 3
OF \\�\\\\\ ; SECOND 10-10-10 1300lbs./ac. * 3 - µwNNtgp
n Ct1pN MAINTENANCE 10-10-10 1100lbs. oc. ++
DRAINAGE PIPE O+RJ OFF F�ow�\�\� in\i\i,. x/� ,�\ 3��� 0 0 0 0 0 0 4. PINE SEEDLINGS FIRST 20-10-5 PELLEITGPER .�� P:•• ..., .5+�..
s' w N SEEDLING N THE CLOSINGACED a O?• d6 J
U o 0 0 02` d`s y►
HOLE :4-
EXISTING
j GROUND =QED ¢ Zj-
ON 5. SHRUB FIRST 0-10-10 7001bs./ac. - :L�:N �-
LESPEDEZA MAINTENANCE 0-10-10 7001bs./cc. * $Z iti Z Z-
CROSS SECTION
RIP RAP o 0 0 0 0 0 0 o p 6. CTpEM�P(ORCAR Y FIRST 10-10-10 500lbs./ac. 30 Ibs./ac. * 5 .�rd0 da :• �`�
s SEEDED ALONE y•.,• ,O`��
c FINISHED GRADE r� e' MAX ( O o 0 o O o 0 0 7 GRASSES SECOND
SECOND 6-12-12 6-12-12 800lbs//ac 50-100 Ibs.%ac. * 2 & 6
6' MAX. W/O WIRE BACKING
" ?i MAINTENANCE 10-10-10 400 lbs./ac. 30 Ibs./ac. * 2
w 12 TOP STRAND/la GAGE 'L
'g 8. WARM SEASON FIRST 6-I2-12 15001bs./ac. 50-I00 Ibs./ac. * 6 ; i I I I
a G�ASSS AND SECOND 0-10-10 IOOOIbs./ac. w
0 o p o L GUM MAINTENANCE 0-10-10 400 lbs./too.
END VIEW Lwc yea WOVEN WIRE '
IRE j o
D �' z s°sE W/ FILTER FABRIC 7 APPLYIN SPR/NG FOLLOWING SEEDING.
o 0 0 0 "`2 APPLYLN SPLITAPPLICATIONS WHEN HIGH RATESARE USED. j r
12 (TYP) I m
BOTTOM
ro cnce'sA"s 'NOTES *3APPLYIN 3 SPLITAPPLICA TIONS. --I
I. STONE SIZE ASTM D446 SIZE NO. 4. 0.75" - 15' DIA.
Z. PAD THICKNESS 6"MIN 4APPLYWHENPLANTSAREPRU'NED. I ;
FINISHED GRADE I I ' 3. MIN SIZE 12'x50'
\^ Ll EXISTING GROUND U 4. IF NECESSARY, INCLUDE WASHING- *SAPPLY TO GRASS SPECIES ONLY. I I
5. MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE.
\ S. MAINTAIN IN A CONDITION WHICH WILL PREVENT TRACKING `k 6APPLYWHEN PLANTS GROW TO.A HEIGHT OF 2 TO INCHES,
RIP RAP TO TOP ELEVATION OR FLOW OF MUD ONTO ROADS. i I
OF SLOPE
NOTE:SPREAD AGRICULTURAL LIMESTONE E'ENL Y OVER ALL SEEDED AREAS ATA RATE OF !
TUCK UNDER SOIL NOTES: OF 1.5 TONSM CRE.
FILTER CLOTH FOR SILT FENCE SHALL BE A TREVIRA TYPE N PRODUCT, y TEMPORARY CULVERT IF
12' MIN. TYPICAL DRAINAGE PIPE CATALOG NO. 1120 AS MANUFACTURED BY THE HOECHST CELANESE REQUIRED FOR DRAINAGE
-1 CORP. SEEDING RATES FOR TEMPORARY & PERMANENT COVER y
WOVEN WIRE FENCE SHALL BE REQUIRED AS A BACKING FOR FILTER '>
RATE PER ACRE RATE PER ACRE
FABRIC WITH AN ELONGATION AS DETERMINED BY ASTM D 1682. OF MONTH TEMPORARY PERMANENT Ir
50% OR GREATER. THE WIRE FENCE SHALL BE A MINIMUM Of 32 TEMPORARY CONSTRUCTION EXIT T C E COVER btLULU ADDED ALONE M X COVER SEEDED ALONE ADDED
TEMPORARY
INCHES IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES I
WITH 12 INCH STAY SPACING. (WIRE BACKING MAY BE OMITTED - JANUARY xLES��' ANNUAL �• IDI $BAHV4 PENSACOLA 80 tbs. 30 tbs.
NOT TO SCALE RYE 3 bu. 5 bu BERMUDA UNHULLED 10 IDa. 6 tbs.
IF STAKES ARE MAXIMUM OF 6' APART.) "RYE GRASS, ANNUAL 40 tbs. - CENTIPEDE, SOD _
°WHEAT 3 bu. .5 bu LESPEDEZA, SERICEA I 75 tbs. -
.`/�� \.\\.\\ `� ONLY STEEL POST MAY BE USED. STEEL POST SHALL BE A MINIMUM LESPEDEZA, ANNUAL 40 tbs. 10 Ib «BAHL44 PENSACOLA 60 ft. 30 lbs.
ONE LAYER OF FILTER FABRIC OF 5 FEET LONG, WEIGH A MINIMUM OF 1.3 POUNQS/FOOT. AND HAVE +RYE 3 bu. ,5 bu CENTIPEDE, SOD ? -
SHALL BE PLACED PRIOR TO FEBRUARY «RYE GRASS ANNUAL 40 Ibs, - LESPEDEZA, SEDICEA 75 tbs. _
PROJECTIONS FOR FASTENING THE WIRE OR THE FABRIC TO THE POST. >LESPEDEZA SEDICEA 2 75 ft.
PLACEMENT OF RIPRAP, MIRIFI STEEL POST SHALL ALSO HAVE A METAL PLATE SECURELY ATTACHED .I
140N SUCH THAT WHEN THE POST IS DRIVEN TO THE PROPER DEPTH, THE -LESPEDEZA, ANNUAL 40 tbs. 10 Ib BAHIA, PENSACOLA 60 lbs. 30 lbs. 1 I
APRON LENGTH (La) _ BERMUOA, UNHULLED 10 lbs. 6 Ibs. I
PLATE WILL BE BELOW GROUND LEVEL FOR ADDITIONAL STABILITY. MARCH ,RYE Gam' ANNUAL lbs, CENTIPEDE, SOD
SECTION POSTS SHALL BE INSTALLED TO A DEPTH DIRECTED BY THE ENGINEER, SUDAN GRASS 60 Ibs. LESPEDEZA, SEDICEA ! 75 Ibs. _ s
DESIGN CRITERIA: LESPEDEZA, SEDICEA - 75 Ibs.
WITH I TO 2 INCHES OF THE POST PROTRUDING ABOVE THE TOP OF THE
WIRE FENCE OR FABRIC BEING IDEAL, BUT IN ANY CASE, NO MORE THAN BAHIA. PENSACOLA 60 lbs- 30 tbs. I
RIP RAP RIP RAP RW RAP UPSTREAM DOWNSTREAM APRON MILLET, BROWN TOP 40 tbs. 10 lb-, BERMUDA. UNHULLED 10 lbs. 6 tbs.
NUMBER TYPE MIN SIZE {IN) DEPTH (IN) APRON WIDTH (FT)APRON WIDTH (FT) ENGTH La (FT) 3 FEET OF THE POST SHALL PROTRUDE ABOVE THE GROUND. APPoL °MILLET, PEARL 50 tbs. - CENTIPEDE, SOD -LESPEDEZA, SEDICEA 1 75 lba. w
LO
I A 3 12 12 12 8 SUDAN GRASS 60 lbs, - " LESPEDEZA, SEDICEA ? 75 Ibs. Z
TEMPORARY SILT FENCE DETAIL BAH PENSACOLA 60 tbs. 30Ibs. ®= O L
MILLET, BROWN TOP 40 Ibs. 10 IN BERMUDA, UNHULLED 10 tbs. 6 lbs. O O �
MILLET, PEARL 50 Ibs. LESPEDEZA, SEDICEA / 75 tbs.RIP RAP OUTLET MAY _ CENTIPEDE' SOD _ t-U O M U
STABILIZATION STRUCTURE NOT ro SCALE SUDAN GRASS 60 lbs. - LESPEDEZA SEDICEA > 75 lbs- - E c
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BAHLA, PENSACOLA 60 lbs.
NOT TO SCALE DUNE _ "BERMLESPEDEZA., UNHUICFA I 75 ts. 30 Ibs Q pD U -U
MILLET, BROWN TOP 40 lbs. 10 I w DERMUDA, UNHULLED 70 Ibs. 6 Ibs. u a Z
57 WASHED MILLET, PEARL 50 tbs. c O
STONE SUDAN GRASS Ibs. - "LESPEDEZA, SEDICEA 2 75 Ns. - .9 C- U o
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>MILLET. BROWN TOP 40 tbs. 10 1 -BAHIA, PENSACOLA I 50 ft. 30 lbs. ! x� • 0 - U
JULY MILLET. PEARL 50 tbs. - .LESPEDEZA, SEDICEA 75 tbs. {r(,j L Op
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DROP INLET i i SUDAN GRASS 60 tbs. - U 9 3
WITH GRATE
MILLET, PEARL 50 tbs. - *BAHLA, PENSACOLA 60 Ibs. 30 Ibs. c n `� E -
j AUGUST 'RYE GRASS. ANNUAL 40 tbs. - +LESPEDEZA, SEDICEA f 75 Ibs. _ N N 2 ¢
i + BARLEY 3 bu. .5 bu. a
� N E ur
SEPTEMBER BAHIA, PENSACOLA 60 tbs. 30 tbs. H C- - a
w OATS 4 bu. 1 bu. LESPEDEZA, SEDICEA / 75 tbs. _ 3 0 o RYE 3 bu. .5 bu
STEEL RYE GRASS. ANNUAL 40 tbs. - c o
I rn
i i i I POST (TYP) 'WHEAT 3 bu. .5 bu m O 3
uu T
OCTOBER BARLEY 3 bu. .5 bu. BANIA, PENSACOLA 60 tbs. 30 tbs. 1 c LL N
OATS 4 bu. 1 bu. LESPEDEZA• SEDICEA 1 75 [be. _ L�c ca o .
HARDWARE CLOTH - RYE 3 bu. .5 bu 1- LO 41
if ii WHEAT ASS, ANNUAL 40blbs, 5 bu. �� i
TAMP SOIL OVER MA7 LANK NOVEABER BARLEY 3 bu. .5 bu. " BAHIA. PENSACOLA 60 Ibs. 30 Ibs.
-� OATS ! 4 bu. 1 bu. BERMUDA, UNHULLED 10 tbs. 6 tbs.
- . ... ' / RYE 1 3 bu. .5 bu CLEESPEDEZA, SEDICEA f
.:_ PEDE, SOD
��r . .-- UAL t lbs. _ 5 tbs.
_
--J,�, RYE GRASS ANTI 40 S 7
WHEAT 3 bu. .5 bu -
/ / •� DECEMBER BAHlk PENSACOLA 60 lbs. 30 tbs.
(�
'� �.G :• �� BARLEY 3 bu. .5 bu. x
' , - PLAN oATs 14 bu. I bu. BERMUDA. UNHULLED 10 Ibs. 6 tbs.
Q i \\ STEEL RYE 3 bu.tb .5 bu LESPEDEZA, SEEDICEA f 75 Ibs.is O / // //\/ // POST RYE GRASS. ANNUAL 40 u. - -
0 ; ,, 4' MAX WHEAT III 3 bu. .5 bu
ry 'A //\//\//\//\//\/ 19 GAUGE HARDWARE NOTES
,A A A //\\//\\//\\//\\//\\ CLOTH tOPENNGS) MATTING4* MESH ALL TO OENSURE PROPER ST BILIZ✓7 TIOti (SLOPENENTGRASS PLANTINGS SHALL S OR GREA TER MUST BE PROTECTED RITTH EROSIO.AMD CRIMPED IN PLACEOR PROTECTED R IO.N '
A A \/� / :-VVATTING)
j� ///�//�/ N RUNWIT SF WATT SDOO ASHEOR LIUNSCANF/ED ICATES MARGINAL(BUT PERMISSIBLE)PLANTING DATE Q CO Q
y A /\\j\ STONE 2SCARIFIED Z
' A (% ` / // r( 2 3' 3.CENT/PEDE SOD CAN BE USED AS PERMANENT CO DER ANTTf,NE EXCEPT ILLNE THRU OCTOBER Ix 0 O W
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//� NOTE: JAN 1 4 2014 W 0
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY t
FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT, LESS THAN I ACRE) WHERE SHEET OR o O
AF '�.� ,% R/ //�. OVERLAND FLOWS (NOT EXCEEDING 0-5 CFS) ARE TYPICAL 1., Z W
+` �. \\\ INLETS IN PAVED AREAS - ONCE PAVED, PROTECT INLET USING A SILT SACK UNTIL THE CONTRIBUTING �'( ---�- W
,� •% /�//\ DRAINAGE AREA IS PERMANENTLY STABILIZED. SEE DETAIL ON SHEET C6.1. W LLJ
ISOMETRIC VIEW //// //\\//\ CONSTRUCTION SPECIFICATIONS Q
NOTES: /
1. SLOPE SURFACE SHALL BE FREE OF ROCKS DROP INLET SEDIMENT FILTER Z
CLODS,STICKS AND GRASS. MATS I BLANKETS 4'- 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. La-
SHALL HAVE GOOD SOIL CONTACT.
2. APPLY PERMANENT SEEDING BEFORE PLACING 2- DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE
BLANKETS. " POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4' APART.
3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE '- �� 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE North Carolina
TO MAINTAIN DO NOT STRETCH.ECT CONTACT WITH THE SOIL %\\j�\%\\ \j\\ ''-'•-:.?:: •12' STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF WIRE MESH JOB NO: J-24723.0000
//\/�\/�\// // / .F �/ UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. BLANKETS SHALL BE BIODEGRADABLE EROSION CONTROL \\ GATE: 12/30/2013
S.AALLNSLO ES6:1ORGREATERANDALLSWALESSHALLBE ///�\//\//\//\//\// 4 PLACE LEAN AROUND THE WRE.EL INCDOT AND SMOOTH TO 5 OR AN EVEN GRADE57 STONE) ON. DESIGNED:
2:1 SLOPE WITH A HEIGHT OF 16" DRAWN: KWL
\ \ \\ \\ \\ \\ \\ \\ \\ DESIGNED: KWL
STABILIZED WITH MATTING/BLANKET. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE ACCUMULATED REVIEWED: JHR
6. CONTRACTOR RESPONSIBLE FOR MAINTENANCE,REPAIR SEDIMENT AND ESTABLISH FINAL GRADING ELEVATIONS. APPROVED: JHR
AND/OR REPLACEMENT AS REQUIRED THROUGHOUT 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. One Call Center SCALE: I" = 1'
CONSTRUCTION.
EROSION CONTROL MATTING HARDWARE CLOTH AND GRAVEL INLET PROTECTION CaU Before You Dig
NOT TO SCALE "It's The Law" EC * 3
NOT TO SCALE
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SODDING - LAY S00 IN A STAGGERED PATTERN. BUTT THE ROLL $00 IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH THE SOIL.
STRIPS TIGHTLY AGAINST EACH OTHER. DO NOT LEAVE SPACES AND WATER TO A DEPTH OF 4" AS NEEDED. WATER WELL AS SOON AS THE SOD IS LAID.
DO NOT OVERLAP. A SHARPENED MASON'S TROWEL IS A HANDY i
TOOL FOR TUCKING DOWN THE ENDS AND TRIMMING PIECES. I w
g MOW WHEN THE SOD IS ESTABLISHED - IN 2 - 3 WEEKS SET THE MOWER HIGH (2" 3"). F
ARM ASSEMBLY
I O
PEG OR STAPLE SHOOTS OR GRASS BLADES
(TYPICAL) BUTTING - ANGLED ENDS
GRASS SHOULD BE GREEN I �!
CORRECT CAUSED BY THE AUTOMATIC SOD !
AND HEALTHY
CUTTER MUST BE MATCHED 1 .L__. _ m
CORRECTLY +— I�
�._ __
THATCH - GRASS CLIPPINGS
AND DEAD LEAVES, UP TO I/2` THICKaim
PERSPECTIVE VIEW !
> ROOT ZONE - SOIL AND ROOTS ! )
INCORRECT SHOULD BE I/2' ?0 3/4" THICK, WITH !
DENSE ROOT MAT FOR STRENGTH PVC ELBOW PVC PENT PIPE { !
WATER SURFACE j
IMF--- PVC
PVC END CAP
SPECIFICATIONS
PVC TEE PVC PIPE SCHEDULE 40 ORAFICE ! !
/ \ / FLOW SOD INSTALLATION 1/2" HOLES IN PVCPIPE
PLATE o
LAY SOD ACROSS UNDERSIDE PVC TEE m
IF FEASIBLE. SOD SHOULD NOT BE LAID IN EXCESSIVELY WET 5. AS SODDING IS COMPLETED, SOD SHOULD DE ROLLED OR TAMPED
DIRECTION OF FLOW OR DRY WEATHER. TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL. FLEXIBLE HOSE i w
2- DURING PERIODS OF HIGH TEMPERATURE, OR IF THE SOIL IS DRY, 6. AFTER ROLLING. SOD SHOULD BE IRRIGATED TO A DEPTH CONNECTED TO PVC
THE SOIL SHOULD BE LIGHTLY IRRIGATED IMMEDIATELY PRIOR SUFFICIENT THAT THE UNDERSIDE OF THE SOD PAD AND THE ORFICE OOF OUTLET !
TO LAYING THE SOD. SOIL 4" BELOW THE SOD IS THOROUGHLY WET. STRUTURE ( p
/ \ BOTTOM SURFACE
/ \ 3. THE FIRST ROW OF SOD SHOULD BE LAID IN A STRAIGHT LINE ESTABLISHMENT AND MAINTENANCE OF SOD
WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING END VIEW FRONT VIEW
I TIGHTLY AGAINST EACH OTHER. JOINTS SHOULD BE STAGGERED 1. DURING THE FIRST 3 - 4 WEEKS WATERING SHOULD BE PERFORMED
TO PROMOTE MORE UNIFORM GROWTH AND STRENGTH AND TO AS OFTEN AS NECESSARY TO MAINTAIN MOIST SOIL TO A DEPTH OF NOTES:
REDUCE THE CHANCE OF WASHOUTS UNDERNEATH THE SOD. AT LEAST 4 INCHES. I. CONTRACTOR TO REMOVE SKIMMER UPON STABILIZATION OF THE CONTRIBUTING DRAINAGE
CARE SHOULD BE EXERCISED TO INSURE THAT SOD IS NOT AREA AND INSTALL PERMANENT PVC ORFICE PER OUTLET STRUCTURE DETAILS.
STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE 2. THE FIRST MOWING SHOULD NOT BE ATTEMPTED UNTIL THE S00 IS
BUTTED TIGHT IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE FIRMLY ROOTED, USUALLY 2 - 3 WEEK. THE MOWER SHOULD BE SET DESIGN CRITERIA: j
DRYING OF THE ROOTS. SMALL GAPS OR VOIDS REMAINING AFTER HIGH (2 -3 INCHES) FOR THE FIRST MOWING. NO MORE THAN 1/3 ~!
USE PEGS OR STAPLES TO FASTEN SOD THE SOD IS LAID SHOULD BE FILLED
FIRMLY AT THE ENDS OF STRIPS AND IN 'D WITH TOPSOIL, OF THE SHOOT (GRASS LEAF} SHOULD BE REMOVED IN ANY POND SKIMMER ORFICE ORFICE VOLUME I o
THE CENTER, OR EVERY 3 TO 4 FEET 4. PLACEMENT SHOULD BEGIN AT THE LOWER ENO OF SLOPES MOWING. NUMBER _ SIZE (IN) RADIUS (IN) DIA. (IN) (CF) i z
IF THE STRIPS ARE LONG. WHEN READY AND CHANNELS. ON SLOPES 3:1 OR GREATER, OR WHEREVER 3. FERTILIZER SHOULD BE APPLIED. AS NECESSARY, TO OBTAIN AND I 1.5 0.6 1.3 3,736
TO MOW. DRIVE PEGS OR STAPLES FLUSH EROSION MAY BE A PROBLEM. SOD SHOULD BE SECURED BY
WITH THE GROUND. IN CRITICAL AREAS, SECURE SOD PEGGING OR OTHER APPROVED METHODS. SOD SHOULD BE MAINTAIN THE DESIRED GROWTH AND DENSITY. LIME SHOULD BE * 7 m to
INSTALLED WITH THE LENGTH PERPENDICULAR TO THE SLOPE ADDED. AS NEEDED, TO MAINTAIN PROPER PH. SOIL SHOULD BE SKIMMER SIZE IS BASED ON THE VOLUME PROVIDED AT TEMPORARY POOL `.9
WITH CHICKEN WIRE OR NETTING. TESTED EVERY 1 - 2 YEARS TO DETERMINE FERTILIZER AND LIME WHICH IS GREATER THAN THE REQUIRED SEDIMENT BASIN VOLUME. N
USE STAPLES. (ON THE CONTOUR). REQUIREMENTS. L c O c.
SODDED INSTALLATION SODDING DETAIL SKIMMER DETAIL (BY J.W. FAIRCLOTH 13 SON, INC.) 00 00 E
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INSTALLED ON ALL PAVED CATCH BASINS OR
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TO "STREAMGUARD" AS MANUFACTURED BY
STORMWATER SERVICES CORPORATION
(206-767-0441) OR "SILTSACK" AS
MANUFACTURED(( BY ATLANTIC CONSTRUCTION s
CLEAN FI INC LTER (80AS N-448-3 36) North Carok»a
(D JOB NO: J-24723.0000
DATE: 12/30/2013
DRAWN: KWL
DESIGNED: KWL
SILT SACK DETAIL REVIEWED: JHR
NO SCALE APPROVED: JHR
D-SESC- silt sack.pdf --
One Call Center SCALE: I" = r
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� iYJ•S. �• F62 2 :•h-- - - - ---- - ---- --
- 1. CONTRACTOR TO VERIFY"•'sm_ -DEPTH,-:MATERIAL° AND LOCATION FOR ALL UNDERGROUND I - --� �\ - - ,\ PROPERTY
UTILITIES PRIOR TO TfE START OF.CONSTRUCTION. I \ BOUNDARY
8 Z. THE UNDERGROUND UTILITIEB ININCATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION
MADE AVAILABLE FROMTHE�VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF i PROPOSED \ 0
pN1gUlUHg14ry�
ALL EXISTING UNDERGROUND UTILITIES AND CABLES.THE CONTRACTOR IS ADVISED THAT I SEPTIC AREA \ a``�
ADDITIONAL UNDERGROUND utiarES AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE I I FUTURE ACCESS \ ���`Q••.•.........
s PLANS.,PLEASE BE'ADV;HSED THAT THE UNDERGROUND UTILITIES AND CABLES COULD CONFLICT I iBY OTHERS) \ DRIVEWAY \ \ ��
WITH THE WATER MAIN CONSTRUCTION SHOWN. THE OWNER WILL WORK WITH THE
CONTRACTOR TO.REALIGN THE WATER MANS:AND APPURTENANCES TO MINIMIZE CONFLICTS.
s
: I
THE OWNER WILL-NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DINE TO THE I \ \ ` U N a z:
sPRESENCE OF CONFLICTMi6 UTILITIES AND'CABLES THAT ARE NOT SHOWN ON THE PLANS.
j 3. ALL WATER MAIN TU$E"o C9OO DRNH WITH wrERNAL JOINT RESTRAINT (SIMILAR TO EAGLE
z ORING' TYPE INT9 AND
'6R� ALL
FITTN6S TO BE RESTRAINED.:ALL NJ RESTRANT$ SHALL BE THE ' i ' / \ , \\ �` 4i
4, CLEARING LIMITS HAVE NO,TG Bg SHOWN ON THE PLANS.:CONTRACTOR SHALL VISIT SITE PRIOR I \
TO SINIMITTIU6 BID AID SHILL.IIfc0m THE COST OF ALL CLEARING AS REQUIRED FOR ! SEWER SERVICE.: v \
INSTALLATIDN411 THE COST OF THE WORK I (BY OTHERS)
' I INV.: 42.14F-
S _ - 5. CONTRACTOR'SHALL.-BRACE/_"PPORT ALL POKIER POLES AS REQUIRED FOR CONSTRUCTION.
G. ON BORE AND'JACK CONSTRUCTION.:IF A HARD OBJECT IS ENCOUNTERED CUT OFF CASING AND ' 9 LF 6' PVC - SDR 35
START AGAIN WITH ANEW CASING. 11 P-00x r m
u:
T. ITEMS DAMAGED SHALL BE RESTORED OR REPLACED TO A CONDITION EQUAL TO OR BETTER e F \
• _ MARY BETH MCRGA,N CARLSON
THAN THE ORIGINAL CONDITION AT THE EXPENSE OF THE CONTRACTOR. x: G C6 /36 .�
FR. 45.65 INY: 43A0 \ D.B. 3920, PG_ 5i7
S. ALL WATER SHALL BE IN:STRICT ACCORDANCE WITH THE SPECIFICATIONS OF PENDER COUNTY O INV. IN: 42.32 (SE) \ G M.B. 20, PG. 7
UTILITIES AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. a NV. IN: 42.94 (NE) 3 LF 6• PVC - SDR 35 -A
NON-CONFORMING MATERIAL SHALL NOT BE ACCEPTED FOR FINAL CERTIFICATION. N ) INV. OUT: 42.32 (NW) "' • 2.003 \\ %
9. ALL SEWER SHALL BE IN STRICT ACCORDANCE WITH THE SPECIFICATIONS OF PENDER COUNTY
UTILITIES AND THE NORTH CAROLNA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. 31 LF 6• PVC - SDR 35 I PENDER EMS Bs FIRE
NON-CONFORMNG MATERIAL'SiALL NOT-SE ACCEPTED FOR FINAL CERTIFICATION. t
• 2 OOx STATION 18• HWY. 17 ! \ o
10. WATER SERVICE SHALL BE PVC OR BRASS AS REQUIRED BY PEHDER COUNTY UTILITIES. O I f -I N
I >. F.F.E: 46.0 > o
II. SEWER SERVICE PP SHALL-BE PVC SCH. 40. ALL MAIN PIPING SHALL BE MARKED WITH I 6• CO 037
FR
DETECTION TAPE AS PROVIDED Ii TW SPECIFICATIONS L INV.: 4&00 i
IL THE CONTRACTOR MUST SCNWULE APRE-CONSTRUCTION MEETING WITH PENDER COUNTY I INV. IN: 42.94 {NE) 3 LF 6• PVC - SDR 35 ' I I W
UTILITIES PRIOR TO BEGINNING•WORK - Z I •INV. OUT: 42.94 (NW)a ,w l B 2.00X \\ - i ! I z
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ENGINEER RECORD DRAWINGS OF I I _ I I IIII a
THE WATER AND SEWER SERVICES AND MAINS AND ANY DEVIATIONS FROM THE PLANS. THE I \ I I I w
RECORD DRAWINGS SHALL INDICATE-AT LEAST 2 DIMENSIONS TO PER LOCATION TO PERMANENT
FIXTURES IN CLOSE PROXIMATY FROM.POINTS ALONG THE MAIN AND ANY BENDS OR I I �':� H
UNDERGROUND flTTIiG3
14. CONTRACTOR RESP £F-*PROVIDING ALL FlTTINGS NECESSARY TO MAKE SERVICE I \\ I
y CONNECTIONS TO N!� ® r
W
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�. QE. FOR'THEACCEPT r,*NMr r COWMCTOR,WIALL PRESSURE TEST. COLLECT zAND TESTSAGTEDOLOGICAL' LES, AND SUBMIT TEST RESULTS TO ENDER AND PENDERCOUNTY LTiL c 8T1c WET DETEN� „v DOME �ER SERVICE . " \\ - Z c
IS.;, A ONE YEAR N[ IHAN ApPLERTQ'Al UTILITIES CONSTRUCTION. THIS WARRANTY
PERIOD DICES.NOTE NNNR FINAL APPROVAL OF THE SYSTEM HAS BEENN RECEIVED.
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A WRITTEN COPY OF THE`WARRANTY WILL BE REQUIRED-PRIOR TO FINAL ACCEPTANCE 1 x u= v
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UGFO UGFO ;3 . I' RP2 (RP ASSEMBLY) T V I s � E ��
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UGFO F UGFO UGFO UGFO —6' GV UGFO
' POSSIBLY 2 PARALLEL -
•STORM DRAIN DROP INLET . . c 'I `
-" - - - .GRATE ELEVATION: 39.73 10' MAX.BORE PIT UNDERGROUND LINES
15"'RCP -INVERT: 37.29 10' M DEPTH
' - E E OF PAVEMENT `- WRONG WAY
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"IPs The Law"
1-800-632-4949 JO 0: J-24723.0000
DATE: 12/50/2013 _
- - DRAWN- KWL
CONNECT TO EXISTING
DESIGNED: KWL
84ro' RECEIVING I2' PVC WATER MAN GRAPHIC SCALE REVIEWED: JHR
PIT (5' DEPTH) r/ 12'x6' TAPPING SLEEVE APPROVED: JHR
AND 6 GATE VALVE
(COORDINATE WITH PENDER za o a zo w ao • -
COUNTY UTILITIES PRIOR TO EXISTING 12" PVC SCALE: I 20'
CONSTRUCTION) WATER MAIN -
-12"W 12"W 12"W 12"wl i2"W i2"W 12"W 12"5V 12"w - --- :2"w I?` w ( IN FEET ) 12"w
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..
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MANUFACTURED CASING SPACERS BACKFILL ", : - S�ERA%A5TTC:LID
_
- 0UDmSIPPOBT A DRAINAGE GROVEL ���JJJ �— TAMPS ! WITH TDCX:H READ:fIDtEs q/y••'••••• • • O��
- -TO REQUIRED HEIGHT 10 CUBIC FEET OF STONE MIN. - BAIXFILL - i
: i ETER NIT 1pl$N 1111\N>'t
PSERMBC£LINE .:
r, .. CIASSIDOCTS ELEVATION `.. GATE VALVE - IS'KIN ANI"aLEBALL -
.. �` POLYETHYLENE t VALVE - VALVE'
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E 1IST8TEAIE - M:OQCSUPPORT m o
2-INCH CTS SSINSERT FOE TO F CHI'
•^« ,, -. STEEL ENCASEMENT PIPE PER PLANS, TAMP®
e 2-DICH OOUPUw: MINIMUM WALL THICKNESS PER NCDOT POLICY. 64GffLLL —_`` _ BLOCKING ' „M57.STFX+IE - J m
3
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:AND SYPA' - GI54N1PR✓$Tf)N j
SCHEDULE SD i� � PVt CAP
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COPPER'FLEE� STUBSECTIJI: FITTING
24NCHMETER DETAIL 24IPE(Yo R I )
- PYC PAGE�"OR 1�: '..
MANUFACTURED SPACERS J S - DUAL PURPOSE
COIRP.STOP -
VALVEBOX SECTION A-A "MV"CAST IN CONONE[E i
AND - AND PAINTED BLACK ETCQNG tMCDONALD 4782-22} WATEI r
Wf{}{ MXtFgE CONCRETE '`"- METER YOKE COMPLETE -
NOSE - - COLLAR TWITH FITTINGS(SEE NOTE.4) TAPPINGSADDLE f-
1. CO TTPAOTOR SHALL PLACE N*TER BOX IN - 2-ENCH 75.
NOTE: - - - ( C SD�S}- � rn
NON-THAFFICAREACINLY. 2` tilE - BRASS NIPPLE NOTE: PRE-CAST CONCRETE 1. PRECAST CONCRETE COLLARS MAY BE USED IN - I Nam-
: CNA'S6:4B6CLS 1. EITHER STAINLESS STEEL OR HOPE CASING;SPACERS ARE VALVE MARKER - _ I m
2,. S:ONTR7TOR SFU(I.L CENTERMEIER YOKEIN ... . - FINISHED GRADE LIEU OF CONCRETE ENCASEMENT(ONLY IN - j �
A. E1'kYF$IE - ACCEPTABLE;BUT IN EITHER CASE,THE SPACERS MUST BE WffH I I 2 00 NOT ALLOW VALVE BOX TO REST ON THE NIYTE 1 w
METER80XAS1QUIRED 7CNPROPERLYFR - NON-PAVEDAREa6'). O W
METER. MANUFACTURED. BEVELED CORNERS
i
1 3. SOX TO BE AD.R)STED VERTICALLY TOACCEPI � = - PAINTED BLUE I I- VALVE OR WATER MAIN. 11 EONTWACTORSHALL PLACE METER SOX IN NON-TRAPFICAREA ONLY. I a
0DUNPCS STANDARD SERVIMMETERAND 2. DUCTILE IRON AND PVC PIPE ARE BOTH ACCEPTABLE FOR 3. A VALVE MARKER SHALL:BE PLACED ON THE "22' ALLTAPS TO BE MADE ON THE TOP QUARTER OF THE WATER MAIN. o
STRNNER.JIVEFTUNE7 TRU-FLOCOMPOUIND -- - 2-*M _ WATER F1AUM ENCASED CARRIER PIPE. 3 ' f 5• 3.• FAR SWILL CENTER METER YOKE W NIE'TER BOX. I I z
METE,;P AOVPIT AOAPTERj 1 4-#3(1 PER Cam). RIGHT OF AT EACH ISOLATION VALVE. 4. MG[k7NAL0 26702WX2D 33(�•) w
4, .LDS ON WATERMAOOLARC,ER"THAN If!SHALL RIRM,X7 HIRE AD RISL0ITVIED0 3. ENCASEMENT PIPE TO BE STEEL WITH MINIMUM WALL � �I t � RKDDNALD 26d10WX2D 44(10)
SEMAOEV4tFH OUALV61OE SAND,STAINLESS SQUARE NUT 13RTE'VAC4E. I THICKNESS IN ACCORDANCE WITH NCDOT MINIMUM IiL_I' -
K
5. SCEOTO W
( - ADJUSTED VERTICALLY TO ACCEPT CCNJt+77'VSSTANOARD SERVICE I i i n
WMLTATJPW.4kAODLES(RGJ1(RE 202S`} r REQUIREMENTS OR BETTER : _ MkTER,;(NEPTUPET-10,PRO READ REGISTER,R000ROU)
5 TAIP L TMAN,?•p Sk1A11 - _ :. 1 S. M_RTI38ESET BY COUNTY UPON RECEOP7 OF WATER SERVFCE FEES,Ate O
gAppRd 't` ,. - 4. TOP OF ENCASEMENT PIPE SHALL BE INSTALLED MINIMUM OF VALVE MARKER 5AT'I. 7TORY INSPECTION OF WAX E}'4SERVICE T{tNOUSE. _
S.TpF��ft>FI.21@BSB RARCuvrAiwsltc 2- IXI,7:6 TTiREEFEETBELOWEXISTINGANDIORPROPOSEOPAVEMENT SECTION T." TI�ONWATER MAINS LARGER THAN IS`SHALLSEMADEWITH:DUAL WID@AND w
{1eiAiaEGtis,, r n, t _ 'jp ,j,�jjj(E SUB-GRADE. STA SSTEII TAPPING SADDLES.(ROMAC 2=2 K
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tJtT'!UI7 : BORE ENCASEMENT 1 FENDER COUNTY UTILITIES VALVE INSTALLATION FENDER COUNTY UTILITIES �—U m M
T 21NtIt ly}y7ER 58IVICE 605 EAST FREMONT STREET STANDARD DETAIL 't 60S EAST FREMONT STREET STANDARD DETAIL 605 EAST FREMONT STREET W STANDARD DETAIL 1� �- `- N E c
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STANDARD DETAIL BURGAW, INC 29525 ti
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MX'Xtl7 'IETHRt15T BLOfICING" - _ _ ' _ _ TI/B74i yE 10IC .SIZE CLASS I, ASSE 1060 HEATED
_ W411105L SEE PLANS it .VARIES (SEE a INSULATED-ENCLOSURE ANCHORED TO OF
MANUFACTURER)
1
TAPPING SLEEVE WITHMfl. OF 4 OIL IFT. STONE .CONCRETE OR APPROVED
.. THRUST MB FIBERGLASS MOUNTING PAD
ANHfALII E'OfB4SaSTINGWAIMOST max APPROVED EQUAL) x ECTi0N5ECTi0N5 ' �' - tC- tlt BEO[]C _ (HOT BOX #HB6E R = (I�
., AND it NOES �H MAINDHDSIt/iLpp00OO11EEAItMiM� CQ
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PAY mENSURE GRADE SLOPES AWAY = oz z Q �—
C.I. CLEANOUT.BOX AND COVER W/ 'S" a
CAST ON U8"FOUNDARY MODEL FR04 COVERS AND BOXES = � � U
FIRE NTIORANT ASSUAMLY 900AM 4 CONCRETE COLLAR USF 7621 OR EQUAL Q W
ALL MW EN"I-MAIN TUNE 11EE 0
• : CLEANOUT PLUG - - '� •- Z � ~ 3
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6. SPECIFICATIONS OR PROPERLY tTYPI 0 (�, Z
- - (TYP) AN FIBERGLASS MOUNTING PAD Q
W DC w d5
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FLOW W a W
�4 xxm WE s u - SHORT LENGTH OF C.I. PIPE Q
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WA000vla�r'x. - - - NOTES,
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WATTS 900 SERIES OR APPROVED EQUAL. JAN 1 4L 2014 L
- _ 1. BACKFLOW ASSEMBLY SHALL COMPLY WITH ASSE 1013 B AWWA C511 v"ImI; z
94ILLwygALO LIAACF CF 6's PVC PIPE AND FITTINGS. _ 2 ASSEMBLY SHALL BE INSTALLED WITHIN 5 OF THE DOMESTIC METER W
=eMA C WITH NO PRIOR CONNECTIONS ON THE LINE. flit 0-
3. ASSEMBLY SHALL BE CENTERED ON CONCRETE MOUNTING PAD AND TAPPINGs�I-EEVE/k II33fAI-YEA`SSE IIBLYDETAR mPOO= m" "" OA CENTERED WITHIN ENCLOSURE.
4. MINIMUM CLASS i, ASSE f060 HEATED & INSULATED WEATHERPROOF JOB NO: J-24T23.0000
NGTTIt3SCALE M @,' ENCLOSURE REQUIRED. DATE: 12/50/2015
P=CY POIjiT(TOPMAILWAnR DWRXT 1 5. PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER).
DRAWN: KWL
FENDER COUNTY UTllITIES '" - - 6 INSTALLATION SHALL BE IN COMPLIANCE WITH N.C. PLUMBING CODE. DESIGNED: KWL
TAPPING SL EEVEANR VALVE ASSEMBLY
605EJRGAW,MO.28525 ET S1.ANDARDdETATt 7 PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND REVIEWED: JHR
_ �;gyyt_ ,285�r, - ! CONDITIONS
�J �\ - OPERATION OF BACKFLOW'ASSEMBLY AND COMMPLIANCE WITH.
• nil PIPE LAYING hIOIY L/I T� O S REPORTING AND TESTING REQUIREMENTS. APPROVED: JHR
SCALE, I" = I'
CLEANOUT DETAIL IR RPZ (RP ASSEMBLY) DETAIL
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C' TP 45.4I TP 45.38 =ii-Y.._..__._.:_- - -\ .44. 9 _.._
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JOB NO: J-24723.0000
DATE: 12/30/2015
DRAWN: KWL _
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GROUT WITFLUSHUSH ��I"r� l, - _ ISOMETRIC CONTRACTION JOINT
PLAN
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NOT TO SCALE NOTES: c
"-if-I'i7=tl I. CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE ( j 3 r
- - - - a FEDERAL, STATE AND LOCAL CODES AND ORDINANCES,. m
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SEE PLAN FOR WIDTH a NO. 5 BAR 2. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS; OR STREETS SHALL BE FLUSH AND FREE OF
FINISH GRADE .TOOLED EDGES {I/8' RAN.) iTYP.) DRIVE ISLE 1'-6• LONG - ABRUPT CHANGES, MAXIMUM SLOPES OF .ADJOINING GUTTERS, ROAD SURFACE:IMMEDIATELY
2 NO. 4 BARS ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%)
50:1 MAX 5'-8' LONG - - -
,E,�._ - SECTION 3. CURB RAMP SHALL HAVE.A DETECTABLE iWARNING THAT EXTENDS THE FULL. -WIDTH OF CURB
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�I (_I - t -III- I 4. LONGITUDINAL SLOPE OF SIDEWALK TO. BE NO GREATER THAN 1:20 (5%). Z
NOTES: II "- I ' HEAVY DUTY
I. ALL SIDEWALK GRADES �t_))(-111-I f�Il-'ll�) II--I 3000pai CONCRETE WHEEL STOP DETAIL
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2. PROVIDE 4 THICK ' , ABUTS PAVED AREAS CURS --RAMP - I}- g
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ABUTS STRUCTURES OR - -
NOT TO SCALE I Z W
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.' •. ' . NOTES: -
O COMPACTED SUBGRADE >
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2. PROVIDE CONTROL JOINTS EVERY TEN FEET (10'). USE 5/8"a SMOOTH DOWEL 12"LONG
NOTES: 3, PROVIDE EXPANSION JOINTS EVERY FIFTY FEET (50). - AT 12" O.C. LUBRICATED AT ONE END
4. PROVIDE EXPANSION JOINT WHERE CURB ABUTS NOTE. IN LIEU OF A THICKENED EDGE AT EXPANSION
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INDICATED ON PLANS - 5. PROVIDE LIGHT BROOM FINISH. JOINT SEALANT 1/8' RADIUS co
CtlRB AND =CUTTER TAPER DETAIL 240 STANDARD CURB a GUTTER PERMEABLE PAVEMENT DETAIL - Q
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'v COMPACTED SUBGRADE COMPACTED SUBGRADE JAN 1 4 2014
(SEE SPECIFICATIONS AND SOB_ REPORT) (SEE SPECIFICATIONS AND SOIL REPORT) LLI
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-_ NOTES: NOTES:s ,o 6. 5.000.PSI CONCRETE '-- IL Q z
e 1. PAVEMENT AND AGGREGATE BASE COURSES SHALL BE CONSTRUCTED L PAVEMENT AND AGGREGATE BASE COURSES SHALL BE CONSTRUCTED m
I�1 ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF W Q
TRANSPORTATION STANDARD STANDARD SPECIFICATIONS FOR TRANSPORTATION STANDARD STANDARD SPECIFICATIONS FOR 6" GRADED AGGREGATE BASE COURSE (ABC)
-G• B`: - ROADS AND STRUCTURES, CURRENT EDITION. ROADS AND STRUCTURES, CURRENT EDITION. - iD COMPACTED TO 100% OF ITS MAX. LABORATORY
- 2. THE SUBGRADE SHALL BE COMPACTED TO BOX STANDARD PROCTOR 2. THE SUBGRADE SHALL BE COMPACTED TO BOX STANDARD,PROCTOR - - DRY DENSITY(ASTM D-1557) d
SECTION A-A (ASTM D-698) AND SHALL BE PREPARED ACCORDING TO THE NCDOT (ASTM D-698) AND SHALL BE PREPARED ACCORDING TO THE NCDOT - Yr
NOTES.. STANDARD SPECIFICATIONS. SUBGRADE SHALL BE FREE OF ROCKS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE FREE OF ROCKS AND North Ca+oGna
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L ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICASLE FEDERAL.STATE AM LOCAL COOLS AND SPECN'ICATIONS, DEBRIS LARGER THAN 1" IN DIAMETER. COMPACTION TESTS MUST BE DEBRIS LARGER THAN i' IN DIAMETER. COMPACTION TESTS MUST BE - ! J N 12/30/J-2472 015
AND TO THE TECHNICAL SPEC�AT7p1S]INCLUDING.BUT NOT LIMITED TO.SECTION O2EOO-PAIRHWORK SUBMITTED TO THE ENGINEER PRIOR TO APPLICATION OF ANY BASE SUBMITTED TO THE ENGINEER PRIOR TO APPLICATION OF ANY BASE
Atli sECTi0N.o33oo-cAST-N-PUKE CONCRETE, MATERIAL. MATERIAL. �. DATE: 12/30/20I3
L CURB RAMPS SHALL BE INSTALLED AT EACH NTERSECTION OR DESIGNATED CROSSWALK 3. CORE, DENSITY AND GRADATIONS ARE REQUIRED AND SHALL MEET 3. CORE, DENSITY AND GRADATIONS ARE REQUIRED AND SHALL MEET DRAWN: KWL
LocanoN AND Musr MEET THE MOST CURRENT ADA LTAtm4ROe AND SPEeWICATKNi3 AT 7It THE OF coNaTRucrrox. NCDOT SPECIFICATIONS NCDOT SPECIFICATIONS COMPACTED SUBGRADE DESIGNED: KWL
4. SUBGRADE AID THE CURBLIiE MUST PASS PROOF ROLL BEFORE THE 4. SUBGRADE AND THE CURBLINE MUST PASS PROOF ROLL BEFORE THE (SEE SPECIFICATIONS AND SOIL REPORTS REVIEWED: JHR
3.ON ACCESSIBLE ROUTES WHERE SIDEWALK IS LESS THAN S'WIDE.PASSING SPACES AT LEAJT 5'X5'SHALL BE LOCATED CURB IS INSTALLED OF ANY CURB IS SHOWN). CURB IS INSTALLED (IF ANY CURB IS SHOWN). - SECTION A-A - APPROVED: JHR
AT REASONABLE INTERVALS NOT TO EXCEED 200'. -
RAISED SIDEWALK WITH ASPHALT PAVING SECTION ASPHALT PAVING SECTION
t),eeCauCeeNtrer SCALE: " " r
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WITH FLEXIBLE RUBBER GASKETS z
CLASS 2 OR 3 BACKFILL Bc • o e
TO BE PLACED IN LAYERS \ s •.• ZZ
`'s•. 8" MAX. COMPACTED DEPTH III 8d SHALL NOT BE GREATER O��dO '••..••W •Gp���A
4'PAINTED WHITE COMPACTED TO A DENSITY I / \
THAN Bc PLUS 2' FOR
SLOPE MAX � STRIPE(TYP.) REQUIRED BY SPECIFICATIONS I I I-�
- PIPES UP TO AND INCLUDING
30" AND 3' FOR PIPES
4'PAINTED WHITE I I= GREATER THAN 30' 70 CONC. PIPE CONC. PIPE
STRIPE ITYP.) PIPE ZONE - �; PERMIT SATISFACTORY
18'-0" I 4 7/8" 5' - JOINTING AND TAMPING
6 _ _:
45" m - I I I=1 OF BEDDING MATERIAL ���\ \\
INTERNATIONAL � M -I I _ UNDER 8 AROUND PIPES. ��� P •'sC,-
SYMBOL (WHITE) Iq
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= I I I I PARENT MATERIAL COMPACTED wo, I'" 24' -�-� 24 % _�:02� '`^�_;��\-\j
LEGEND AND BORDER - iv _ TO 95% MAX. DRY DENSITY USING NOTES:
REFLECTORIZED GREEN I( I STANDARD PROCTOR COMPACTION 1. INSTALLATION OF FILTER FABRIC AT JOINT- AFTER %S,'.•�u. f°N 2:2�
s \\ n I ESE E N III Ii (( TEST. EACH SECTION IS JOINED UP, THE CONTRACTOR SHALL FILTER FABRIC WRAPPED r % �; 2
S I ( JOINT, A MINIMUM OF FOUR FEET WIDE, CENTERED ON THE AROUND PIPE JOINTS 101,
/�1 2 OF FILTER FABRIC AROUND THE
AR IN I I I I I I I, ( I I-I I-I I I I(_ JOINT.
2. FILTER FABRIC SHALL BE A NON-WOVEN HEAT-BONDED
BACKGROUND - 4 14" - 4 14• ALL STORM PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), CONFORMING FIBER L POLYPROPYLENE AND NYLON FILAMENTS
_.L REFLECTORIZED WHITE / / TO ASTM C-76 CLASS III, UNLESS OTHERWISE NOTED. EQUIVALENT TO MRAF1140 N.
_
60'MIN.FOR STANDARD STORM LINE BEDDING DETAIL CONCRETE PIPE JOINT DETAIL i
ACCESSIBLE SPACE
96"MIN FOR 3. 3. NOT TO SCALE NOT TO SCALE ' I }
VAN ACCESSIBLE SPACE i m
(SEE PLAN FOR LOCATION)
NOTES:
1. STRIPING AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE . NEW PAVEMENT j
FEDERAL, STATE AND LOCAL CODES AND SPECIFICATIONS. STORMWATER WETLAND PLANT
2. 2% MAXIMUM SLOPE IN All DIRECTIONS WITHIN ACCESSIBLE PARKING SYMBOL -
SPACE AND ACCESS AISLE. REFLECTORIZED
3. ONE IN EVERY 8 ACCESSIBLE SPACES SHALL BE SERVED BY AN BLUE AND WHITE I I I I
8' WIDE ACCESS AISLE AND SHALL BE DESIGNATED "VAN ACCESSIBLE". 12 RECOMMENDATIONS:
ACCESSIBLE PARKING SPACE STRIPING DETAIL SHALLOW WATER ! j
NOT TO SCALE PER NC STATE BUILDING Botanical Name Common Name I Z
CODE DETAIL R7-8D MAXIMUM SELECT FILL COMPACTED Herbaceous Plants I I m
FACE OF CURB TO 95% MAX DENSITY USING a
w ` BC THE STANDARD PROCTOR Acorus subcordatum Sweetflog
`a) 11 1-1 COMPACTION TEST.
PENALTY -I I I -I I Alisma subcordatum Water plantain
BC
$250 -I I III Hydrolea quadrivolvis Waterpod
� I
_ Iris virginico Blue flag iris
Bd SHALL NOT BE GREATER
I-� THAN Bc PLUS 2' FOR
fI I III- ✓uncus effusus vor. pyloei or solutus Soft rush
12.. MIN PIPES UP TO AND INCLUDING
�= WHERE 30" AND 3' FOR PIPES Ludwigia spp. Primrose willow
I" (TYP.) .9. PIPE ZONE - III_ APPLICABLE GREATER THAN 30" TO
\I PERMIT SATISFACTORY Peltandro Virginica Arrow arum
LEGEND AND BORDER - I I I=I JOINTING AND TAMPING J ! Z
REFLECTORIZEO GREEN OF BEDDING MATERIAL Pontederio cordate Pickerelweed
4" WIDE WHITE UNDER 8 AROUND PIPES.
I I- Sagiflaria lotifalia Duck potato a
TRAFFIC STRIPING VAN ACC I I I Zr
of ! ' PARENT MATERIAL COMPACTED - Sogifforia lancifolia Bulltongue 5 LO
m BACKGROUND - N I I (-
REFLECTORIZED WHITE TO 95% M,AX. DRY DENSITY USING 00
-I I III STANDARD PROCTOR COMPACTION Saararas CBrnUUS Lizard's tall I-U O � U
I-_ TEST. LL 00 00 E r
WHERE APPLICABLE -I I I I SChaenOp/eC/us tobernoemontoni Soft stem bulrush ry X M O a
ONLY 1=LIEU
I '- Schoeno le m Do t? m U
-I -,III,;III III-III-III- p c/us omericonus Three-square bulrush O • o oZ
NOTE: Schoenoplectus pungens Yor. pungens a- U o
ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC O w. -5
HANDICAPPED PARKING SIGN STORM LINE BEDDING DETAIL FOR PAVED AREAS Sairpas cypernas wDDlgrass �IL • o -C N'E
Zizaniopsis miliocea Giant cutgross �/� rn 00
a cp
NOT TO SCALE NOT TO SCALE V/% F E <
Z 6 50
N U s
s'-o• TYPICAL SHALLOW LAND Q U o o
Botanical Name Common Name = t o
Herbaceous Plants = c
c
TYPICAL PARKING SPACE Asc%pins incarnate Swamp Milkweed Hw
Corex tenero Quill sedge T
NOT TO SCALEINX
Chelone g/obro White Turtleheod �
Eupotoriodelphus dubius Dwarf Joe Pye Weed
Eupotoriade/phus fistulosis Joe Pye Weed N
Eupotoriodelphus mocalotas Spotted trumpetweed J
ROUND CAP W/ CONCRETE TOP OF BANK Q
ELEVATION: 43.50 FOREBAY CONTROL STRUCTURE TOP OF BANK Hibiscus coccineus Scarlet rose mallow
WALL FREEBOARD LEVEL (SEE DETAIL) ELEVATION: 43.50 ' ± ?�
'r. ELEVATION: 43.00 Hibiscus loe VlS Halberdleaf rose V = W
mallow Z Q
Kosteletzkya virginico Seashore Mallow
-- 10' WIDE WEIR MAX STAGE TOP VEGETATIVE SHELF �_ W
ELEVATION: 42.00 ELEVATION: 40.50 -y\
%. ELEVATION: 42.00 Lobe/%O Cardin0/i5 Cardinal flower W a
SEE PLAN FOR LOCATION Z Z
,gr 10' VEGETATIVE SHELF _ Lobelia a/on ale LOO I -/ Q
6" DIAMETER STEEL PIPE - 7' LONG _ _,,, (SEE NOTES) TEMPORARY POOL (SEE NOTE i4) 9 g eaf lobelia C) O Z
ELEVATION: 41.00 -
f7LL WITH CONCRETE Lobelia siphilifico Great blue Lobelia (L a I-
4' II PERMANENT POOL �'"L'►_-.- Rhynchospora colorato Starrush whitetop Q = a
_I- ' -n. ELEVATION: 40.00 lol _ Socchorum bo/drinii Narrow plumegrass Z ~ ~
PAINT PIPE, COLOR I BOTTOM VEGETATIVE SHELF _ ' ' i,l Shrubs Q 0 CIO
ELEVATION: 39.50 - IZ II_I! ,1 W TO BE APPROVED II I I _ Aronio arbulifalia Red Chokeberry
BY OWNER NOTES: - , CONTRACTOR TO EXCAVATE II ' Z
1. WET POND TO BE USED AS SKIMMER SEDIMENT BASIN it I II' VEGETATED SHELF AS NECESSARY TO I "-- Cepho/anlhus occidentali8 Common Buttonbush O
LL
DURING CONSTRUCTION AND STABILIZED WITH " III^�II PROVIDE 12"-I8" CLEARANCE AROUND II IIII�I;- U
PAVEMENT TEMPORARY SEEDING. ALL ALL SIDES OF ORIFICE OPENING _ -� Clethra olnifo/io Sweet pepperbush Z
2. UPON STABILIZATION OF THE CONTRIBUTING DRAINAGE I_I -
W
AREA, CONTRACTOR SHALL CONVERT TEMPORARY , .' Cornus omomum Silky dogwood Z Q
SEDIMENT BASIN TO WET DETENTION POND. ALL - I:Zf `'� ! C
SEDIMENT SHALL BE REMOVED AND POND SHALL BE 111 :_ Cyrillo racemifloro TiTi Q a_ G
) o o - o REGRADED AS NECESSARY TO ACHIEVE ORIGINAL _ ti III 1 .- �., a LL.I
)0000000000 00000 00 DESIGN ELEVATION AND PERMANENTLY VEGETATED AS _. C_ - li Gardenia IDSianlhUs LObIOIIy Bay °
)0000000000< I I 000000 00 INDICATED BELOW. II - u _ Z
3. SEE GRADING PLAN FOR ELEVATIONS. '! - ' = z-3
�I = Hypericum densiflorum Bushy St. Johnswort W
4. POND SLOPE SHALL BE SODDED OR SEEDED WITH I .I ., .lAy t 4 2Ct4 i w W
. I a CENTIPEDE GRASS MIN AND COVERED WITH EXCELSIOR !I li BOTTOM ' Ilex deCidU05 Possumhaw � ii
MATTING. Pond Elevations :� Q Z
5. A TEMPORARY PUMP SHALL BE USED TO DRAIN PONDS - ! ELEVATION 35.00 ; BY:-
SET IN ONE CU. YD. d I I FOR MAINTENANCE OR IN CASE OF EMERGENCY. Ii I - �'' Temporary Pool Elevation 41.00 Ilex glabro Inkberry Z
6, FOREBAY WALL DESIGN IS THE RESPONSIBILITY OF THE Ll.l Q
OF CONCRETE (3'x3'x3) I I . I 1 3' CONTRACTOR. CONTRACTOR SHALL PROVIDE cll I- SEDIMENT CLEANOUT 'Permanent Pool Elevation 40.00 /tea Virginica Virginia Sweetspire
d ' PROPOSED WALL DESIGN DRAWINGS SEALED BY AA. 'II, !Ii ELEVATION: 34.00 TO of Vegetative Shelf 40.50 a•
NORTH CAROLINA REGISTERED PROFESSIONAL I . 'I I=I I 'I I! - p g Rosa poluslris Swamp Rose
I. ( ENGINEER. I I I I I I I I _ Bottom of Vegetative Shelf 39.50 North Carolina
I 7. WET DETENTION BASINS SHALL INCORPORATE MINIMUM I-,II- -I I;-I Ii_ Vaccinium crossifo/ium Creeping Blueberry JOB NO:_J-24723.0000
OF THREE (3) DIVERSE SPECIES OF SHALLOW WATER I'= Bottom of Pond 35.00 GATE: 12/50/2013
I EMERGENT AND SHALLOW LAND HERBACEOUS Viburnum nudum var. nudum Possumhaw ---
c� q VEGETATION (EACH) ON THE VEGETATED SHELF. A Sediment Cleanout Elevation 34.00 DRAWN: KWL
I S MINIMUM OF 50 PLANTS PER 200 SF OF SHELF AREA SHWT Elevation 40.00 DESIGNED: KWL - -
L -J ' I SHALL BE PLANTED. PLANTS SHALL BE SELECTED REVIEWED: JHR
FROM CHAPTER 9 OF THE NCDENR BMP MANUAL. ON (3)
THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES APPROVED: JHR_-
_G.J OF CONTAINMENT BERMS, MAINTAIN TURF GRASS IN One Call Center SCALE: I" = I'
ACCESS AREAS. PERMANENT WET Call Before You Dig
BOLLARD DETAIL DETENTION DETAIL '4PsT'heLaw"
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4 INLET {SEE PLAN FOR
a CONFORMING TO ASTM � va . ,
C913. OR 8' BRICK W/ SIZE el LENGTH)
V2' 1:2 MORTAR ON = INVERT SHALL BE AT = _ SIM
OUTSIDE AND INSIDE. °a' ` f 4 BOTTOM OF SUB-BASE -OR AT TOP OF WATER
TABLE, WHICHEVER
j
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SECTION
2'MIN-
— ————4'-0" (MIN.)
i
TOPOF BANK
I
SEE PLANS FOR ( --- I I lLI7r:R I :\ G
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STANDARD INLET - SINGLE GRATE TYPE D Z �
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NOTE:
THE PRECAST MANUFACTURER IS TO PREPARE AND p 7 O o
SUBMIT TO THE ENGINEER DESIGN DETAILS AND �— co 00 U E U
CALCULATIONS FOR THE STRUCTURES SHOWN BASED ON = OI O `o Z
i THE DESIGN CRITERIA SPECIFIED. THE DESIGN SHALL BE 9 a U O z 0
PERFORMED UNDER THE DIRECT SUPERVISION AND c CD
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN a ' p N N W
2 C THE STATE OF NORTH OR SOUTH GARDENIA EXPERIENCED v— A o
18" WIDE x 5" THK. CONC. APRON ; IN THE DESIGN OF PRECAST CONCRETE. THE DESIGN ED O Cu O 3
(APRON IS TO BE IB" WIDE OR TO EDGE j SHALL INCLUDE PROVISIONS FOR HANDLING STRESSES 11M 3 � 0 E
OF BOX WHICH EVER IS GREATER) I AND CONSTRUCTION LOADS. REPRODUCED COPIES OF m Y a 0 do
ASTM C789 'STANDARD SPECIFICATIONS FOR PRECAST Q N U t
" EXPANSION JOINT REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, T" a U O a
A • , 12" (IF SURROUNDING PAVING IS CONC.) I STORM DRAINS, AND SEWERS' WILL NOT BE ACCEPTED AS ` w 3 `n
A SUBSTITUTE FOR DESIGN. O� u o
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OuUet Structure Dimensions = a p )
L 4
THICKENED EDGE
Permanent Pool Elev. 40.00 w Lo CO a)
2'STEEL ORATORS H.D.G. i ADJACENT PAVEMENT TO BE THICKENED I Temporary Pool Elevation 41.00
TO 12" STARTING 5' EACH SIDE OF BOX I I Orificelnvert/Size 40.00/ 1.0" ��
(TYP. ONLY IN CONC. PAVEMENT AREAS) - - -
Grate Top 43.00
Pipe Invert 1 Size 40.00/ 15" N
_
d J
— 4 Bottom Elevation 38.00 _ a
GRATE INLET APRON DETAIL NOTE: PROVIDE GRATING
FRAMING AND TAMPER H
NOTE: CONTRACTOR SHALL PROVIDE SAW JOINT PLAN TO T 0 P VIEW
ENGINEER FOR APPROVAL RESISTANT CLIPS NOTE'CONTRACTOR TO INSTALL FLOATN WG V =
SKIMMER FOR F�AATTERNG DURING CONSTRUCTION Z C
TYPICAL SECTION �oNTRAttoR ro REMOVE SKIMMER IRON STABILIZATION OF
I. ALL CATCH BASINS SHALL BE SEPARATED FROM THE PAVEMENT AND CURB FOUR PO SAS,F ttCWORACTOR RESPONSIBLE
Q
BOXING OUT AROUND BASIN AS SHOWN ABOVE. EXPANSION JOINT MATERIAL SHALL THE CONTRISVnMG DRAINAGE AREA AND INSTALL PERMANENT CID W
L RUNVe
COMPLETELY THROUGH CURB AND SLAB, MANHOLE CASTINGS WITHIN THE PAVEMENT Z Q
SHALL BE BOXED IN LIKE MANNER EXCEPT WHEN TELESCOPING TYPE CASTINGS ARE USED. 2 yENG ALE _ 2'STEEL GRATING H.D.S. _J z
20X2'ANGLE O O Z
2. WHEN A JOINT FALLS WITHIN 5' OF OR CONTACTS BASINS, MANHOLES. OR OTHER - FRAME H06 Q �.
STRUCTURES, SHORTEN ONE OR MORE PANELS EITHER SIDE OF OPENING TO PERMIT JOINT EMERGENCY OVERFLOW U Q
FLUSH WITH SURFACE FILL WITH JOINT SEALER TO FALL ON ROUND STRUCTURES AND AT OR BETWEEN CORNERS OF RECTANGULAR STRUCTURES. 4'PVC CLEANDUT Q x
I�
. I/2" 3. ALL TRANSVERSE JOINTS MUST EXTEND THROUGH CURBS AND MUST BE CONTINUOUS I I Q Z Q
ACROSS PAVEMENT, EXCEPT TIED TRANSVERSE CONSTRUCTION JOINTS. EXPANSION JOINTS 4'PVC STUBBED INTO BOX TEMPORARY POOL
Uj
A WILL NOT BE REQUIRED EXCEPT AT STRUCTURES OR AS SHOWN ON THE PLANS. (� �` a ,�. H Z
4. ALL SOFT AND YIELDING MATERIAL AND OTHER PORTIONS OF THE SUBGRADE WHICH WILL J _ Y! j Q
NOT COMPACT READILY WHEN ROLLED OR TAMPED SHALL BE REMOVED AS DIRECTED AND TO BE DETERMINED \ / PERMANENT POOL I _ I17 ` O
REPLACED WITH SUITABLE MATERIAL PLACED AND COMPACTED. Vt
THE SUBGRADE SHALL BE THOROUGHLY COMPACTED WITH SUITABLE EQUIPMENT TO BY PRECAST 2'STEEL GRATING KD.G. I 4'PVC TEE
PLATE BASKET HAVE UNIFORM DENSITY AT MOISTURE CONTENTS OF NOT LESS THAN STANDARD OPTIMUM(AASHTO 98). MANUFACTURER LLI
Of z
(2 I/2' X 3/8" X 12' ® t9 O.C.) ALL SEWER TRENCHES AND STRUCTURE EXCAVATIONS SHALL BE BACKFILLED TO NATURAL 48 a ae' aI 2 Q
TYPE A OR FINISHED GRADE AS SOON AS CONDITIONS PERMIT. ALL BACKFILL SHALL BE COMPACTED 1— �' " S. W U) Q
WITH MECHANICAL TAMPERS IN LAYERS OF NOT OVER 5" LOOSE MATERIAL. IN ORDER TO _ , Y i�Y O-
SAWED PREVENT DIFFERENTIAL HEAVE THE BACKFILL MATERIAL SHALL BE THE SAME MATERIAL AS
THE SUBGRADE ADJACENT TO THE TRENCH.
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I 1 4'PVC CAP JAN1420
5. THE MINIMUM CEMENT CONTENT SHALL NOT BE LESS THAN 6.0 SACKS (94 ID. PER SACK) /J j (SEE CHART FORRSIZE)
PER cu. yd. OF CONCRETE. THE MAXIMUM SIZE AGGREGATE SHALL NOT EXCEED 1/4 OF THE ,Qi/ BY:_-- —' LLI
1/8" RADIUS FILL WITH JOINT SEALER SLAB THICKNESS. THE MAXIMUM SLUMP SHALL NOT EXCEED 3". ALL CONCRETE SHALL BE AIR i PIPE IE — — — — _ CL Q Z
ENTRAINED IN ACCORDANCE WITH THE FOLLOWING TABLE: 1
6" MIN. I 6" MIN. z
5
" " ^ MAX. SIZE OF COARSE AIR CONTENT, n OUTLET PIPE a
a v
AGGREGATE, INCHES PER CENT BY VOLUME BOTTOM ELEVATION North Carolina
BO
3/4" I-I/2 , 2 5 ± I a JOB NO: J-24723.0000,
3/4 , 1 6 ± I DATE 12/30/2015
DIAMOND PLATE DOWELSJ 3/8 J/2 7-1/2 ± 1 w DRAWN: KWL
(4 1/2' X 4 1/2" X 3/8" a 18 O.C.) ------------
'-' DESIGNED: KWL
TYPE B REVIEWED: JHR
---------------
CONCRETE PAVEMENT DETAILS OUTLET STRUCTURE DETAIL One Call Center APPROVED: JHR
LONGITUDINAL CONSTRUCTION JOINT SCALE: -i"=1.' -'" --NOT TO SCALE -
Call Before You Dig
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a TDIR TE AND HOOD GENERAL NOTES: Z v - Z ��` a00
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d v-y BACK OF CURB TD.N0. 840.03 USE CLASS "8" CONCRETE THROUGHOUT. 00 O v m - - 0 U :Oj y Z Ix ro
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eO " ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q Q 1-4 Z - -- rr - Q Q II U O X z U LL : 4 N
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OPTIgiAI CONSIRIICTION - MONOLITHIC POIAR, 2" KEYWAY, Wi N4 BAR BLS AT x U .D py O " „ py Ur
m0��-i q,:ro, v- ;°•:,•v :;p p 12" CENTERS AS DIRECTED BY THE ENGINEER. LLJOM rG��O " 6 8 LLJOM rod
Z x Y : Y yy a Z m b4 BARS Y STD. 840.03 FRAME a Zo'
- L - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O 55 x py Z x D O O x ....... @a
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°s = a y m m ---� IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Q tL= =O D c�m " 1lt" j I 1 2" W Q Z LL= /N/IIIINt111N�aa
« .. Z' -: i" o:. '.^ AS SFpIMy ON STD. N0. 840.00. �O x O Cr - -ri Z D 3 ( ' H U O Crf
r Z H Or .� : _ __ 6" '.o B 6" x USE TYPE "En, "F" AHD "G" GRATES UNLESS OTHERWISE INDICATED. �.._ Z W Z p=y'•O Or - `� / h=(•-Mill
FOR 8'-O" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER fn W O J O pry ./ O W O J agttllllilllp///
Ox Z _. ,.....o_-.- .:...e,.. o.? D S'-O" TO 16'-On IN HEIGHT USE S" WALLS AND BOTTOM SLAB. ADJUST O Q O�'�- g t7 to r" 0O Q `a\aaa
D D -•.• i 'v QUANTITIES ACCORDINGLY. Z M OC gg D D R = R Q �_6.-Ou Z Q aP
m ' CONSTRUCT WITH PIPE CROWNS MATCHING. •D D - < w - PLAN >
co PLAN PLAN « SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". W Q IAO r 4 J LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES a Q
Z X r ma , W
s SECTION X-X DRAWING NOT TO SCALE. C Z rx
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USE ON FLAT ELEV. EXPANSION JOINT •"p N kr2• ��
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e SE D YA B STEPS pN - N0 Ba0. .66 S EXPANSION JOINT co
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x ]� v
N I " •.o .e x 6.. �� O o: 6" x 3 m a N M x �� EXPANSION JOINt NORMAL GUTTER LINE N m Wa I ! m
m co SECTION Y-Y 6 c s~ _I, Q a - m N s -E as "W" BARS as BAR « ra, Q a
= m D B :c v_- ¢ _ _ -I '� "� « « I ELEV. cr _
Z 9 Y' D O v = m Z O A a USE ON GRADES VE 29c Q _ I I
O RISEA HT. - - ?' d• d• i {
C D VARIES - '`D D Q C r,'� D m - - DEPRESSED GUTTER LINE cc
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O 30 6" TF SECTION J-J n; f'r•: a. " Q W x z !� 0 1Y;" Q
= D -.:O• •• -'b WHERE 30" TO 38" PIPE IS USED . -•:.. ~ ~ ~ -o = 7D DOWEL ELEVATION 1- 1- F- I
sEE NDTE SECTION ■-M W - H SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES O W =
m > Z WHERE 30" TO 36" PIPE IS USED WHERE 42" TO 54" PIPE IS USED � ( N m W Z =ca 0 T z
N O RISER HT. 1-4 = N O MINIMUM QIEMSIONS AND QUANTITIES FOR CONCRETE CATCH RASIN SAS® ON MIN. HEIMNT N WITH No RISER * 1-1 Z � I � N
H VARIES ':' '_e• • ' "' :•:• '. J O �..) OIRffNSIONS OF BOX AND PIPE COVER W.YDS. CONC. IN BOX DEDUCTIONS _J ( m
Z p J p.:9r = ` : z Z 0 PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL TOP SOTTOMI OT• OM' ONE PIPE CO
°�. .. D A B C G H E F NO. LENGTH N0. LENGTH N0. - EWGTFI LBS. SLAB SLAB q C.M. R.C. ZLij i I
'd B ° ' ° ' ° , ' 12" 9'-0" 2'-2" - 2'-9" -- -- -- - LLI
0.235 0.772 0.015 0.026
A ID •y '! A 15" 3'-0" 2`-Z" 3'-0 0.285 0.829 0_023 0.096 j I
18" 3'-0" 2'-2" 3'-3" 0.235 0.687 0.033 0.049 i
24" 3'-0" 2' 2" 3'-8 0.235 1.001 0.059
• 30" 3'-0^ 2'-2" 9'-4" 4'-3" 1'-2" 4'-0" 4 1'-5" 2 3'-9" 3 3'•9" 38 0.123 0.321 1.933 0.�2 0.127 I i
i c
36" W-0" 2'-2" 3'-10" 4'-9" i'-S" 4'-0" 4 -V-11" 3 9'-9" 3 9'-9" 43 0.161 0.958 1.7/4 0.732 0.178
WHERE 42" TO 54" PIPE IS USED �.�_• _ = ?'1 , 6• . .i, . , « n n , « « " r «
D' ' `:' '•�.•, :` ;;'o• ;-•.v ;;o_:•.'a;;:'_o'.;,.o-';}b ' 42" 3-0 2`-2 4'-5 5 .3 1 -5" T-2 4 1'-8 2 2'•11 3 2 •N 32 0.11E 0.318 /.738 0.180 0.243 i
DETAIL SIN?WING METHOD 48" 3'-0" 2'-2" 5'-0" b'-9 2'•0" 3'•2" 4 3 2'-11" 3 2'•11" 35 0.145 0.352 2.052 0.235 0.317 ( i
MEET 1 OF 2 OF RISER CONSTRUCTION - 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-z" 4 2'-10" 5 2'-N" 9 2'-11" 41 0.180 0.386 2.357 D.287 O.d01
SHEET 1 OF 2 MEET 2 OF 2 SHEET 2 OF 2
84O .OZ PLAN PLAN S40. 02 O A O "oA • RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT Q w O. oaW ci
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JAid 1 4 2094 Noah Carolina
JOB NO: J-24723.0000 _
DATE: 12/50/2013
DRAWN: KWL
DESIGNED: KWL
REVIEWED: JHR
One Call Center APPROVED: JHR
SCALE: I" = f
Call Before You Dig
"IPs The Law"
1-800-632-4949 C494

mom'\ /aP/ PLANTING LEGEND
TREES
e uired &uffer \
50+9 50+7 5 ✓ 50+ ? 50-5 \,
50+6 180 linear feet=. 2 Canopy trees and
50+$ 50+s .coat' ens 6' hgt.; s ` + Red Me*
_ �\ Awr tutxttm Autumn Blaze'
2:5"min caLQty 16
49+9
rovided Buffer
180 linear feet= 2 Canopy, 17 shrubs for coftAuos 49+ 7 49+5 \.• Nellie Stevens Hollly
49+3 -- 49+ 4 \ Required Buffer /lex;,��Stevens
evergreen , note 6 Nellie Stevens un a �` 4 3 6'min.ht0� 7
49+5 4 2 id ,� \ 180 linear feet= 2 Canopy trees, 4
k9� _ —._ �� < understory trees, lawn
screeni nd - 49 -
-----
Redbud s
// 1 - --- --- N 7` 0„E 115.
48+5 48+6 \ cetas candensis o Q
- - --- r6'mar.ht Qt�? 8 a
- 1, „ +1` " " 1' . ` r t .a " ;� - Provided Buffer
ass } „ It 1 ,1, 1 I 180 linear feet= 4 Canopy , y
+ + ,:.i , , ,� +1` , - �t /M 1 ,,, , , F min.ht Oty:2
48 4$ ( v l 1 Ir „ }, „ trees, 4 under story trees,
47+ lawn- la SHRUBS
v__ - - _ .. +.v - t , 4 W i i Carissa Hdly a
t�
u� ,} flexcomuts'Carisse'
PROPERlYBOUNDARY
3 gal 15"Ht x 15"Sp. Oty 44
— Azalea •
6+9 ilk I 47 7 S ,,1, rhododendron ke8mpied
47+7 ry L 1, ,}, I i nsKray. ��. 1 = `� .4PG�G 3 gel 18"Ht.x tB"�. Qly:s m
�/ 10 M (� Wax Myrtle r`n
46+2 ' ,r `� - __ _ \ L��/ ¢d+¢:`` 7 �V��NG Myrka ge*ra • y
11' l' 10• i� - n . 45+5 : }l, 1 g� a W 4'hgt3'spd. Oty 17 8 m
4 % 1 1' ` p GROUNDCOVERS AND MULCHES
y — ' — - - ,v Spreading LftLirkpe pe
4"Pots 12'O.C. Qty:52 I i
46+6 45+4 1( + . I �(: ip a 1, 1 r ' y _. 4 0 6� 1 � 11
` tt I
Re uired ffer r , 1_ , +h , r�5 ' I�i` 1, hardwood Mulch 1
�, a' };
c t}r ; 3"deep SF=13.111
214 liner feet= 2 Canopy ; r ,� 4 1 r4Ar� Z
trees, underscore , 1' 'r '+' , , Q. +1' 1 4a} ' : . , ;,�- x ;X,`'ll i�t ,1, F-1 Seasonal Floors sf.
lave I x' �'
Y. It ill' }I'I' O� CO 10
Provided Buffer 44+$ o I r '+`I ' x - Bermuda Gran
L
_
i , ' Seed Oty:t15,313 sf _l`H C M p _`o
i
2141inear feet= C �, al: 43+5 l }, POOND- - • 0
g.� �/„ 1 I f ,�/ I Q �C BMP MANUAL RECOMMENDS 50 PLANTS = O a
tre ','5 urlderst ry trees, I CM2f X " �rk4Q+ EVERY 200 SF. PLANTING SHELF IS 1705 SF-426 O a U
a t-.- PLANTS _p C • v o
I • x " ' X LAND HERBACEOUS PLANTS TO BE C�a H o
lawn / - sT�YM 18, HWY. - -
}' x x 1, F
PLANTED ABOVE POND LINE ON > O I —"" 17
44+4 ' rlr. 'µ11 9 i`' x VEGETATED SHELF(0 +6')=1050 sf ,n Q E v
x ` , 130 saunuua camas - L'¢artls tail VQ'm t N O 'o r
130 Sdrpus VaI1duS SOR Stem bullNSh `v� Z O U u.
m
42+2 SHALLOW WATER EMERGENTS=655 sf 0 p x t
TO BE PLANTED BELOW POND LINE ON m v)
VEGETATED SHELF{O to to 6J c
86 Juncus elfusus Soft.Rush 1 ° '
ilk1,,'v \\ 80 pontedatle=data Pickereiweed
" t 1 'I uy' ` 4600 SF.
SLOPES
CENTIPEDE
43*5
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43+
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42+5
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41+7 4F+6 111 } } r1, , , ' �*�, 3 . �m e - 1' - co Z N
39+6 Q
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n 4723.0000
I�e�te: n6py i e rere> tided to the SW and SE corner buffers ny onmic DWO DATE, 12l13l2013
HOMY) GRAPHIC SCALE SageDesign PLLC DESIDRAGNED, I cKw�
Rearast 5) k,3 rV REVIEWED,JHR
23 Shrubs were 20 30 zo Sara Burroughs,Rl S APPRDVEmJIiR
northern buffer to aid in k ning between uses; ✓+2 +4 y 228 North Front Street SCALE+
45m B-- 44+ 7
I Suite 202D '
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WAMT�
YPICAL PLANT MATERIAL NOTES
m STAGGERED j
° ROWS 1, ALL PLAT MATERIAL SHALL CONFORM TO THE MOST CURRENT STANDARDS ESTABLISHED BY THE j
AMERICAN ASSOCIATION OF NURSERYMAN".
°
0 2. CONTAINERIZED PLANTS SHALL HAVE A ROOT SYSTEM SUFFICIENT ENOUGH IN DEVELOPMENT TO
DGE OF PLANTwG BED HOLD THE SOIL INTACT WHEN REMOVED FROM THE CONTAINER. THE ROOT SYSTEM SHALL NOT BE
EQUAL SPACING BETW
NOTED AS ON-CENTER(O.C.)PLANTING ROOT BOUND,A CONDITION WHERE THE ROOT SYSTEM IS DENSE IN MASS, EXCESSIVELY
DIMENSION IN THE PLANT SCHEDULE INTERTWINED,AND HAS ESTABLISHED A CIRCULAR GROWTH PATTERN.
6"SLIP KNOT WITH STOP KNOT, TOP OF ROOTBALL TO BE 2" TYPICAL PLANTING BED LAYOUT 3. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY,VIGOROUS,WELL-ROOTED PLANTS AND
6"LARGER THAN TRUNK DIAMETER ABOVE FINISH GRADE ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH
3/4"NYLON STRAP ARE GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION.
ROOT CROWN TO BE LEVEL WITH BUTTRESS ROOTS 4. PLATS SHALL NOT BE PRUNED PRIOR TO DELIVERY UNLESS APPROVED BY THE LANDSCAPE
FINISH GRADE, ± 1" KEEP MULCH V-2"AWAY FROM TRUNK ARCHITECT PRIOR TO SHIPMENT.
""MULCH;3 MIN.,4 MAX. DEPTH.
REMOVE TYPICAL EXCESS SOIL FROM KEEP MULCH 1"-2"AWAY FROM TRUNK
GROWER OVER ROOT SYSTEM, UPTO 1" MULCH; 3"MIN.,4"MAX. DEPTH. 5. ALL TREE PITS, SHRUB BEDS AND PREPARED PLANTING BEDS ARE TO BE COMPLETELY EXCAVATED
—T
IN ACCORDANCE WITH THE PLANTING DETAILS.
DEPTH. REJECT PLANTS WITH MORE CUT ROOTS AS NECESSARY IN ! I r
THAN 3" EXCESS SOIL WATER BERM;4"MAX HEIGHT. INSTALL CONTAINERIZED PLANTS THAT AREVIDED BY I I
OUTSIDE OF PLANT MIX BACKFILL 2 POT BOUND. REJECT PLANTS THAT MUST LOAD, AU
Vx 2"x18"WOOD STAKE,WITH = �. RE ROOT BOUND INSTALLATION. TRACTOR M
3/8"HOLE CENTERED. DRIVE - I MIX AN SPREAD ALL TO SOIRL AND OTHERdADD T ADDITIVES AS REQUIRED ON SITE.U C I I r
TOR AND
FIN. D
STAKE IN LINE WITH STRAP GRADE 4"
A AD HAUL,
FINISH GRADE ` ' 7. CONTRACTOR SHALL VERIFY AND/OR AMEND ALL PLANTING SOILS TO ENSURE PROPER SUITABILITY {
• V TRENCH AROUND ENTIRE PLANT BED INCLUDING STATE RECOMMENDED QUANTITIES OF NITROGEN, PHOSPHORUS,AND POTASH
10" " * NUTRIENTS AND SOIL AMENDMENTS TO BE ADDED TO PRODUCE QUALITY PLANTING SOIL FOR ALL
REMOVE TOP 1!: BURLAP AND ANY " z _ ° a PLANTING MIX(SEE SPECS.). INSTALL IN
NAILS, PINS, ETC. ' PLANTING MIX(SEE SPECS.). INSTALL IN 8"LIFTS,WATER BETWEEN LIFTS. PLANT MATERIAL TO SURVIVE.
8"LIFTS,WATER BETWEEN LIFTS. ' ! _ UNDISTURBED SOIL 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PLATING PITS PERCOLATE i
iI i
REMOVE T P21 F R O 30 WIRE BA
SKET ET
t
UNDISTURBED SOIL € I PROPERLY PRIOR TO PLANTING INSTALLATION,
RAISE PIT BOTTOM AS NEEDED TO ENSURE TAMP SOIL MIX UNDER PLANT BALL TO
9. SHRUBS,BULBS,AND GROUNDCOVERS SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON
BUTTRESS ROOTS ARE AT CORRECT HEIGHT. 14" ROOTBALL 14" 6"MIN. MINIMIZE SETTLEMENT PLANTING PLANS AND/OR IN THE PLANT SCHEDULE.
MIN. DIAMETER MIN.
FIRM SOIL UNDER ROOTBALL. I!
10. THE CONTRACTOR SHALL THE VERIFY EXTENT OF SEEDING OR SOD AREA WITH OWNER
SINGLE STEM TREE INSTALLATION DETAIL SHRUB INSTALLATION DETAIL REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION,
B TREE INSTALLATION NOTES
I SCALE: NTS SCALE: NTS
1. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK(ANSI, 1990,PART 1,"SHADE
AND FLOWERING TREES'). I
2. TREES SUPPLIED MUST HAVE BEEN PROPERLY PLANTED AND GROWN IN THE NURSERY. THE ROOT
—!
CROWN(ALSO CALLED THE TRUNK FLARE)SHALL BE EVIDENT NEAR THE TOP OF THE GROUND. ANY
EXCESS SOIL,UP TO 3 INCHES COVERING THE CROWN WILL HAVE TO BE REMOVED CAREFULLY BY z
HAND,IN ORDER TO PREVENT ROOT SCRAPES. THE TREE IS THEN TO BE PLATED WITH THE ROOT
CROWN IN PROPER RELATION TO THE SURROUNDING GRADE, ANY TREES WITH MORE THAN 3
INCHES OF SOIL ON TOP OF THE ROOT CROWN WILL BE REJECTED. THE NURSERY OWNERS MAY DIG Z a
5
OVERSIZE BALLS AND REMOVE THE SOIL IN ORDER FOR THE ROOT SYSTEM DIAMETER(WHICH IS THE O o 0
REQUIRED ROOT BALL DIAMETER)TO MEET THE SPECIFICATION FOR THE TRUNK CALIPER REQUIRED. F- m co
co
3. BALL AND BURLAPPED(B&B)PLANTS MUST HAVE FIRM,NATURAL BALLS OF EARTH, OF DIAMETER =0 D cli L) °U a
NOT LESS THAN RECOMMENDED IN THE"TREE AND SHRUB TRANSPLANTING MANUAL",AND BE OF o
SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS, PLANTS MOVED WITH A BALL = m a) a u g
WILL NOT BE ACCEPTED IF THE BALL IS DRY,CRACKED OR BROKEN BEFORE OR DURING PLANTING —
OPERATIONS. a c) H o
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4. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP,STRAPPING,WIRE OR NYLON TWINE FROM V I s L CO
ROOT BALL, AFTER SETTING IN HOLE, CUT AWAY 213 OF WIRE BASKET, IF ANY,AND TOP 1/3 OF Y U E U o
BURLAP. H Z O Q m
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5. SOAK ROOT BALL AND PIT IMMEDIATELY AFTER INSTALLATION, O 0 0 3
6. CONSTRUCT 4"HIGH SAUCER(WATER BERM)OUTSIDE OF PLANT MIX BACK FILL. w c�
7. WHERE TREES ARE PLANTED IN ROWS,THEY SHALL BE UNIFORM IN SIZE AND SHAPE. lux
3
8, NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER
REPRESENTATIVE EXCEPT WHERE NOTED ON PLANS, NO GRUBBING SHALL OCCUR WITHIN EXISTING
TREE AREAS,
9. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED TREES AND OBTAIN APPROVAL
FROM THE LANDSCAPE ARCHITECT AND OWNER REPRESENTATIVE PRIOR TO INSTALLATION. rl
10. ALL TREES SHALL BE STAKED AT TIME OF INSTALLATION IN ACCORDANCE WITH PLANTING DETAILS. }
11. THE CONTRACTOR SHALL ENSURE THAT TREES REMAIN VERTICAL AND UPRIGHT FOR THE DURATION Z =
OF THE GUARANTEE PERIOD. a
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12. STAKES FOR TREE SUPPORT SHALL BE CONSTRUCTED OF 2"x2"x18'UNTREATED PINE. GUYING o z Z
FABRIC SHALL BE'ARBOR TAPE,AS MANUFACTURED BY NEPTCO,PAWTUCKET, RI. [phone](OR LL < O J
APPROVED EQUAL). COLOR SHALL BE OWE DRAB.
a
SHRUB INSTALLATION NOTES Z Uj
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1. CUT ROOTS AS NECESSARY IN CONTAINERIZED PLANTS THAT ARE POT BOUND, REJECT PLANTS Q Z N Q
THAT HAVE GIRDLED ROOT OR ARE BOUND. C� UJI V
2. INSTALL TOP OF PLANT BALL 2" ABOVE ADJACENT GRADE. r 1 G o LL 0
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3. TAMP PLANT SOIL MIX FIRMLY IN 8" LIFTS AROUND PLANT BALL. JqN ti y 2014 w 66 J
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4. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. BY: Z Q w
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5. PURSUANT TO LDC 18-483 A S BUFFER SHALL BE PROVIDED IN FRONT OF SPACES 35 AND 36; IF Z
PROPOSED EVERGREEN SCREEN DOES NOT SURVIVE,OWNER SHALL PROVIDE A 3'HGT.'GREEN W w
SCREEN WITH SCREEN AND EVERGREEN PLANT MATERIAL TO SATISFY THIS CODE REQUIREMENT. G. Q
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Sagepesae g
JOB NO, J-24723.0000
DATE, 12/13/2013
SageDesign PLLC DRAWN. KWL
DESIGNED, KWL
Sara Burroughs, A RI REVIEWED JHR
APPRDVED,JHR
228 North Front Street SCALE
Suite 202D
ktUminj on,NC 28401
Ph. [phone] Ll
`
Sara®sagedesign.us