SW8120404_APPROVED PLANS_20120802

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2olm
YYYYMMDD

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PID#: R01100-015-006-000
ZONE: RA
USE. UNUSED LAND
N 09' 10'00" E 642.43'
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06100"E 12.06:
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SOUTH BELT PROPERTIES, LLC
PID#: R01 100-015-001-000
ZONE: B2
USE: CONVENIENCE GROCERY
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ANDREW SWART
PID#: R01100-014-006-000
ZONE: RA
USE: FAMILY RESIDENTIAL
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PID#: R01100-014-001-000 I
ZONE: B-2
USE: FAMILY RESIDENTIAL
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OWNER:
CASTLE PLAZA DEVELOPMENT, LLC
SITE ADDRESS:
5411 CASTLE HAYNE ROAD
NHCo. PARCEL No.
R01100--014-005-000
TOTAL PROPERTY AREA
S.14 ACRES
PROJECT AREA
2.24 ACRES
DISTURBED AREA
2.50 ACRES
NORTHING/EASTING
34'21'00"N / 77'54'05"W
ZONING
B-2 HIGHWAY BUSINESS DISTRICT
USE
COMMERCIAL
No. OF PROPOSED BUILDINGS 2 BUILDINGS
No. OF STORIES
1
BUILDING USE
COMMERCIAL
BUILDING HEIGHT
t 18,
PROPOSED BUILDING
9,600 SF
BUILDING LOT COVERAGE
(9,600/354,552) 2.7%
%ZL'Y%`�
PPROVED
NORTH, CAR(XINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
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DATE PRINTED
BAR SCALE 1 "=50'
MAR 2 8 2012
APPROXIMATE LOCATION EXISTING 12" SS FM
--— — — — — — — — — — — — — — — — — --------- 50' 25' 01 50, 100'
REVISIONS
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DATE 03-27-12
DESIGN PGT
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150' SHEET 1 OF 3
10013
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N 09" 10, 00" E 642.43'
TRACT 2 4.00 AC+/ -
DEED BOOK 1521 PAGE 0397 GRAVEL BASE TO EXTEND
6 BEYOND EDGE OF
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BAY FOODS, INC.
D.B. 1468 PG. 588
N 09° 10' 00" E 288.01 '
PRO N20006'00"W 12.0
TRACT 3 4.24 AC+/ -
DEED BOOK 1521 PAGE 0397
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RIM 20.5
INV 16.6
INFILTRATION TRENCH
AREA = 16,335 SF
(95% VOID RATIO)
ADJUSTED AREA = 15,518 SF
TOP OF BOX: 19.1
BOTTOM OF BOX: 16.2
(ECO RAINTANK INFILTRATION SYSTEM
SEE DETAIL)
(5,418 DOUBLE RAIN TANK UNITS)
DI No.13
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PROPOSED PLANT LIST
O.C. - "ON CENTER" CAL. - "CALIPER AT 6" ABOVE GRADE" GAL. - "GALLON CONTAINER"
KEY NO. TYPE COMMON NAME SCIENTIFIC NAME MIN. PLANTING
SIZE REMARKS
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TREE
CRAPE MYRTLE
LAGERSTROEMIA INDICA
3" CAL.
AS SHOWN
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76
GROUND COVER
MONDO GRASS
OPHIOPOGONJAPONICUS
1 GAL.
AS SHOWN
BM
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SMALL SHRUB
BOXWOOD
BUXUS
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AS SHOWN
EXIST. DRIVEWAY
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" SEWER WITH BLIND TAP N EXIST. DR
NE4YAY e 1 0 t » I
I IE: 8.3f 10" SEWER EASEMENT
APPROXIMATE LOCATION _
j " � EXISTING 8" PUBLIC SS MAIN TiF`EXISMG -WELL PIOUSE EX.15" RCP - - eXIS-T
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OWNER:
CASTLE PLAZA DEVELOPMENT, LLC
SITE ADDRESS:
5411 CASTLE HAYNE ROAD
NHCo. PARCEL No.
R01100-014-005-000
TOTAL PROPERTY AREA
8.14 ACRES
PROJECT AREA
2.24 ACRES
DISTURBED AREA
2.50 ACRES
NORTHING/EASTING
34.21'00"N / 7T54'05"W
ZONING
B-2 HIGHWAY BUSINESS DISTRICT
USE
COMMERCIAL
No. OF PROPOSED BUILDINGS
2 BUILDINGS
No. OF STORIES
1
BUILDING USE
COMMERCIAL
BUILDING HEIGHT
f 18,
PROPOSED BUILDING 9,600 SF
BUILDING LOT COVERAGE (9 600/354 552) 2.7%
IMPERVIOUS SURFACES (,PROPOSED)
PROPOSED BUILDING
9,600 SF
FUTURE BUILDING
9,600 SF
PROPOSED PARKING/ASPHALT
54,039 SF 1
PROPOSED CONCRETE
2,400 SF
TOTAL
75,639 SF (21.3%
PARKING REQUIRED (RETAIL)
1 PER 400 SF
19,200/400=48
48 SPACES
PARKING PROPOSED:
112 SPACES
REQUIRED FOUNDATION PLANTINGS
�60* 18* 12%k 344 SF
ROPOSED F UNDATION PLANTINGS 444 SF
LANDSCAPE ISLANDS
REQUIRED (54,039*8%): 4,323 SF
PROPOSED: 5,319 SF
PROPOSED SEWER
(STORES AND SHOPPING CENTER WITHOUT FOOD SERVICES)
REQ: 100 GAL/1,000 SF
19,200 SF/1,000 SF ® 100 GAL. 1,920 GAL
NOTE:
1) NO WETLANDS LOCATED ON -SITE
2) DOMESTIC WATER TO BE SERVED BY PRIVATE WELL.
Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title: Phillip G. Tri1211, P.E.
Date:
Registration Number: 17374 SEAL
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of
New Hanover County."
Signature:
Printed Name and Title:
Date:
LEGEND
-32-•- - - EXISTING CONTOURS
LIMITS OF DISTURBANCE
X TSF TEMPORARY SILT FENCE
(175) LANDSCAPING w/AREA
PROPOSED SPOT ELEVATION
RUN OFF DIRECTION
PROPOSED DEMOLITION
DROP INLET W/NLET PROTECTION
FOUNDATION PLANTINGS
DATE PRINTED
JUN 1 9 2012
BAR SCALE 9 `J0 `
JO' 15' 0' 30' 60' 90'
REVISIONS
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DATE 06-19-12
DESIGN PGT
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SHEET 2 OF 3
10013

SITE WORK NOTES
1, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING REVISIONS
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
_... -._. - _ VEGETATION WITHIN LIMITS Noj _ -, _ _ _.. _ . .... _- ... _.._ ..... � . .. _ ...._. _ __ - _ _. __- _ ----__ ____-_ ___-___ _ CLEARING: CONTRACTOR ACTOR SHALL REMOVE
I j I I OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. Date Cfl�tl0 B)/
- -- .-.....----------,-,_._-_ _.. _ _..-.--_.-_ - _._. ._____-_-- -- �_ --- _-------------- ___ -- - ---------_---__-.___.________-_---------------- - _...._.... ..__._.. _....._ ----------...._ -_-- _ _...._... _ ._._-...---.-.--_--__ ___-.______._.__.__..__--_..�__-�_______.___ ---,_______._._.-..--- ___- - -- r________.__......_. R TRPPIN • CONTRACTOR SHALL RAKE AND REMOVE ROOTS STUMPS ----- _ _ . _ - _ _ ___.,__. __ _ ..__.. _ _.,__..__._-------.-..._.__ --_- I _...__ _ __ ._..._.__.__.__.-__-.-__---- ________________ 3. GRUBBING S G UBB AND
I I � VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
{ i I MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION,
I I 1 Y 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
FINISH GRADE COMPACTED BACKFILL 1 2" I ' I G" TO 1 2" WIDE 51DE BACKFILL UNDISTURBED i I REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
' 1 i I 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
CLEAN SAND OR GRAVEL FKEE I CLEAN SAND OR GRAVEL. NO SHARP L I _ EARTH
12"-24" SUITABLE FILL 1 Ii i=yM III I_ i I j � 6. FILL AND COMPACTIONASHOUND ILDOCOMPLLY WITH GEOTECHNICALRREPORT, FACIUTY.
FROM LUMPS DEBRIS � i /� / I1 EDGES OR OBJECTS AND NO DEBRIS
7, THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
Y ~' t I i 1 2" PIPE / PORTAL i I EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
SIDE BACKEILL: 1 2" CL I �',; ! I ! 1 FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
I I TANK LENGTH DIRECTION RUNS WITH L 8, THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
SAND OR GRAVEL, '...r•••: '• .'.• .' " NON -WOVEN POLYPROPYLENE 1 1 � - ! ! PROPERLY PERMITTED FACILITY AS REQUIRED.
:...-,,•. .:;:'''., r_.,.;�, �.; . :::•":,•y.•. .•`„•.... I j BASIN LENGTH. ORIENT TANKS ■ j „- i K 301 i DKAINAG� CELL 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
COMPACTED IN 8 LIFTS `. "...•:. `.' _ GEOTEXTILE (5 oz MIN.) I I i PERT ENDICULAR AT EACH END i j EXISTING UTILITIES DURING CONSTRUCTION, BEFORE COMMENCING ANY EXCAVATIONS
;.,: :, . " -
_ _ .:`' : : '" `.. 1 L 2. 2 5' € I..' i TM EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
( 1) - I �? i I ER-501 ECORAIN TANK THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
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I- I=I SEE DETAIL FOR ECORAI N I I I . =1 11=1 I I I[ 11=1 11=1 11=1 11=114-111=1 ! 1=111=1 I I=1 11=1 11=1 I I-1 I=1 I I=III-1 I I=1 I I=1 I I-111-111-11 -11 I -I - i ! i 14, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
'I 1- - - - - - - - - - - RECONNECTION AND, THE RELOCATION OF ALL EXISTING UTILITIES WITH
m TOP OF BOX 19. I- I IIII I ( III TANK MODEL f R-500-505 j I - I_ " �_ i ! I I APPROPRIATE PERSONNEL.
(DOUBLE MODULE TANK) i I j 1 1111 7�f J�2.25 I I #{ 11. EXISTING SURVEYING PERFORMED BY MCKIM & CREED AND SUPPLED BY THE OWNER.
III=I } o _ I I 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
ft�
_ I i i - I - • i I THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
-I I I=I ° o ! I I I I PRIOR TO INSTALLATION,
- I=I I I i i I 1 II I II� I i I 13, THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
_ MODULE ORIENTATION I I I 1 HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER,
-I I E9 I ■ I I i :111 II1II I I I 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
-1I I I DETAIL: NTS I. I I I AT FINAL GRADE.
BOTTOM OF BOX I •2 III -III o I I I ! :1 1 I � I- I 15. ALL SERVICE CONNECTIONS SHALL BE INSTALL ED TO MEET ALL LOCAL AND STATE CODES.
=III=I I GEOGRID BX- 1200 I -I . I 1 1 I I METERS, TAPS. MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
j I I I - I _ I 1 OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
BOTTOM OF STONE BED III=III _ _ = == _ (OR EQUAL) I i Iv, I
-d 1 : E I i 16, ALL PAVEMENT, BASE AND 5UBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
III -III -III -III -III -III -III -III -III- III=I I 1 1 - A-P 1 I 1 WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
15.53 I I _I i . 1 I OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
III -I I I -I I I -I I I -I 15 III -III -I I I -III I I -I I I i 1 ! I II- I E E I j TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
=I I I=III--III=III=III=III=I I I=I I I -III I I I=I I I Ii 1 - -� [ , 1 17. ALL AREAS SHALL BE GRADED FOR POSITNE DRAINAGE. THE CONTRACTOR SHALL REPORT
8" WASHED STONE BASE 1 , I.III - ! I ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION, ALL AREAS SHALL BE
I 5i oPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
i . _- i 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
CONSTRUCTION NOTES: ' 1 1 - AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
i I I :1 i III-- 1 - 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
A. Install Tank after other 51te. corstruction use of heavy ecfulpmert that must cro55 the bed area. I 1 - grA_ _ _ _ _ _ _ _ _ _ - _ = i CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
B. Mark edges of the Tank bed during and after construction to prevert heavy equipment from PREPARED SOIL SUBGKADE BASE I i 11 II 1=1II=III-lIII-III�IiI-III=111-III= I-1TI-ITIm lT-iif------ i =1I1=-1i1=1iI-1i-III-I11 i ; 1 NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR U
i 1 -III-III II III NIGHT REFLECTING.
crossing the Tank bed area. OF >=7CCAVAT#ON GRADED LEVEL, I I PROJECT NOTES: I 1I 20. DUCTILE IRON SHALL BE CLASS 50, h
i C. Stabilize area surrounding the Tank bed to prevent washing of 51it5/sediment Into the bed. FREE FROM LUMPS DEBRIS, 1 1,341 I I 21, CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
I D. Remove FAts/sediment from ero5lor that washes Into the bed during construction. i I --- I I I STRENGTH OF 300o PSI 28 DAYS -AIR ENTRAINED,
COMPACTED TO 35 p5! I I I ! € 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
L. 5ubgrade base must be compacted to 95%a modified proctor, leveled after final grading• I ECORAI N TANK i 1 BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE �J
F. F=II materials shall. be per the engineer's specificatson, clean washed 5and/aggregate, free of i II
1 ! i I PAID FOR BY THE CONTRACTOR. 1I
um s, debris or other char materials and excess silt. I DETAIL: NT5 1 I 23. SEE GEOTECHNiCAL REPORT NO. ___ DATED �__, BY _____
p p I 1 I I i I ! I __•- FOR ADDITIONAL REQUIREMENTS,
G. Do not cut holes Into the Tank Larger than G" on side or 1 2" on top for pipe in5ertson. See detail. i 1 1 CONSTRUCTION $EOUENCE
H. Read manufacturer's submittal and use the attached checklist to ensure proper m5tahation. I i I ! I I ( 1, NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
I I EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). 4n
j 1 i I I 2, NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
Ecol\Ain TankTM Cross Section A --A I Ecoi�alin Tank Plan View i ! I 1 2" Vertical Inspection Portal i INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION, r%�
'` , I ! 1 j ! 3, INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING � 1
E
1
I BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE SILT FENCE CHECK AM
__-__-_._._.____.W ___.__ -..._ --_._.__--__-_.____.--. -------..--------.----------._-.---.------------ _.________-_-_.W_._-- -_._ .._-.-_ .- I-------____ ___---- - --- .._-------------------.__.-_ __ _ - --__------------------------_-_-__ -- -----____._- _ - _
_______ � .� DAMS, Erc.
__._-_.___.__-__.__�._____�_-- _ T _T_� _.._..._--..__._--___-_____r__-_._._�____,_._.._..__._ _.._-._.__.�._._._____._._.___. _ "� ��'--� � INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
TM Drawing No.: ER-12 • TM Drawing No.: ER-1212 1 1 TM Drawing No.: ER-1214 i rT,
Ec o Ra i n Tank Systems Inc. i I EcoRaln Tank Systems Inc.i EcoRain Tank Systems CDNSTRUCTIDN, IW1
NOT TO SCALE NOT TO SCALE ; NOT TO SCALE
1.I 12l3af1a I 1213amo I, OVOW11 1 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN,
1 EaoRane Produeraas sfemserexwddxidu eW s I I www.EcoRain.com EmRewe® Pro&-k*&Syst"msarewodcfvidepateWPHRIW&ds gnreer�d I SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
EcvRetne Producta6Safemsare�mrrdxade eaf a ■red j1 1 1 ���■�■�•��•���•�•�•��■��■��■ ■■�■��� -- - i ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
I ___-__- ._____- --- __ _, I-------------- i CLEANED OUT AS STATED OR WHEN HALF FULL.
------ ______-__--__------------.,_-T_-__.-._ __._._- --------.------- - - _. m_.....__ _ - ---- __--- _ _-- .__-,. -_.__. .._..,.. _-_..._...-._.------.-.-- - _ _-- --- _-_______ ------ __ _-----____..._.,__-__---_.---___----.,-_--.._------- -- -.._..____._.._.---------__-- X
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION, REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING, RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6, IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS _S-
7 _� END VIEW OF PIPE/FABRIC CONNECTION. STANDARD MANHOLE COVER. DURING CONSTRUCTION, REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM �:) SEE DETAIL LATE WINTER do EARLY SPRING ENTERING STORM DRAIN PIPING,
CUT AN "Xo IN THE FABRIC SLIGHTLY 7, A 4• LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. r '
GEOTEXTILE FABRIC LARGER THAN PIPE, PULL THE FABRIC NON -CORROSIVE HOSE CLAMP TEMPORARY GRASSING DETAIL 8. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. `^_ 0
OVER D-RAINTANK- AROUND THE PIPE TO CREATE THE "BOOT" OR TAPE USED TO FASTEN LINER CONCRETE COLLAR SEEDING MIXTURE 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PIPE AND THEN SECURE WITH A HOSE -CLAMP. TO PIPES TO PREVENT BACKFILL �' PLAN PROVE TO BE LESS EFFECTIVE.
FROM ENTERING STRUCTURE g• i RATE �oCW 10, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
Rye (grain) 120 ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION,
Y NOTE: CUT FABRIC AND WRAP Annual Iespedeza (Kobe in T 1
•e. +' Piedmont and Coastal Plain, r �"� �••/
AROUND PIPE 50 THAT PIPE BUTS PRE- AST CONE. Korean in Mountains) 50 MAINTENANCE PLAN W
DIRECTLY AGAINST RAINTANK Omit annual lespedeza when duration of temporary cover is not to extend
PIPE EFFLUENT SHALL NOT GEOTEXTILE FABRIC EL 18.9 beyond June. Po n 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
PASS THROUGH FABRIC I OVER RAINTANK- OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
�" WEI ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL,
4 SECTION) >3 SEEDING DATES: E" 4
SECTION I 18" RCP 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY ��//�� /Ny
CONNECTION PIPE , - , Mountains - Above 2500 It: Feb. 15-Mrry 15 TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF 4 STONE TO MAINTAIN PROPER DEPTH, V 1 X
TO RM SYSTEM
e' RCP Below 25M ft: Feb. 1-May 1 THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING W O
OUTFALL Pladmorlt -Jan' 1-May 1 THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
Coastal Plain - Dec. ,-Apr. 15 E-4 Z
5.0' B 8" PIPE ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. C�
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCKX .-
�IIC �T%\� 7 -• SAIL AMENDMENT AND GRAVEL INLET, ROCK DOUGHNUT INLEC PROTECTION AND ROCK PIPE [HEFT PROTECTION
7 ' / \ / \ /� I 3000 PSI CONE. LO WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT, ROCK WILL
�\I/i \/ \/\Vi \/ 1 \/ �\Vi \ 1 uo 0 0 0 0 0 0 0 0 0 0 o n a o 0 o a a o 0 0 o Follow rocommendotions of sal tests or apply 2,000 lb/acre ground ogricul- BE CLEANED 4R REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED, r ,
'Y o Ooaoaoaaaanaa0aaaaaoaoaDaoaanOaOaananOaaaoaa turol Rmeetons and 750 Ib/acro 10-10-10 fertilizer. W
G' 8" STONE oo-0 0 0 o a o 0 0 0 0 o a Goo 0 0 0 0 0 0 0 o DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
0 0 0 0 0 0 ono 0 0 0 0 0 0 0 o a o 0 0 0 0
II \ /\� /\ /\ 11\� /\ I /\ 1N, o o a o 0 0 0 0 0 ono 0 ova o o 0 0 ono 0 0 o DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
� \ MULCH SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS a) `
�2'-O" "X" CUT IN THE INLET/OUTLET PIPE I ���V--Y--FI V �� SECTION VIEW ONCE A WEEK AND AFTER EVERY RAIN EVENT. ,■■I
FABRIC TO ALLOW APPLY 4,Do0 LB/ACRE SMW. ANCHOR STRAW BY TACKING wrrH ASPHALT, NEmNG. 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS >_1
PIPE/TANK OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE FROM THE FLOW AREA, THE DIVERSION RIDGES WILL ALSO BE REPAIRED, SWALES MUST BE
INTERFACE GEOTEXTILE FABRIC I USED AS A MULCH ANCHORING TOOL TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE, �4 W
a O b IPDE M141NTENANCE 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. T/�
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST V) r ,
• 12 OZ/SY NONWOVEN GEOTEXTILE I .`. Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im- BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH F".� Fad
77mediatory following erosion or other damage. FABRIC, WITHOUT WIRE BACKING, STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD 1- 4
FABRIC COLLAR TO FIT OUTSIDE DIAMETER GEOTEXMLE FABRIC OVER 4' STANDARD
STEEL. STAKE SPACING WALL WI 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
. BESTANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED, IF ROCK FILTERS ARE
OF INLET/OUTLET PIPE STAINLESS STEEL D-RAINTANKTM DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED �n
BANDS _ TEMPORARY SUMMER GRASSING DETAIL OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED U)
wo SEEDING MIXTURE OR IS DAMAGED. ,s• P � 18" RCP
CO
ON IE: 1H.9 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS r"1 T 1
NON -CORROSIVE HOSE CLAMP OR RI�Nf K C pFE/4LL .z �yEh fay] BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN I-�i V
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED, BAFFLES
TAPE USED TO FASTEN LINER TO GERMAN MILLET 40 WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
PIPES TO PREVENT BACKFILL FROM INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY, SEDIMENT WILL BE REMOVED WHEN
SIDE VIEW FRONT VIEW ENTERING STRUCTURE IN THE PIEDMONT MID MOUNTAINS, A SMAIl-STEMMED SUNOMNGRM MAY BE DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE, FLOATING SKIMMERS WILL BE •
SUBSTITUTED AT A RATE OF 50 LB/ACRE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. :
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS V
FABRIC PIPE BOOT FOR RAINTANK SEEDING NOTES BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED, BAFFLES WILL BE REPAIRED OR •
��! MOUNTAINS - MAY 15-AUG, 15 REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE, THEY WILL BE REPLACED
PIPE INLET/OUTLET DETAIL PLAN VIEW PIEDMONT - MAY 1-AUG. 15 PROMPTLY, SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF a �
COASTAL PLAN -APR. 15-AUG. 15 THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND O
OVERFLOW I N FI LTRATI 0 N BOX WILL BE KEPT CLEAN.
SOIL AMENDMENTS 8. ALL SEEPED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE ^ CIO
�, rwc FOLLOW RECOMMENDATgNS OF SOIL TESTS OR APPLY 2-ODD LB/ACRE CROUNO ACRKXA- VEGETATIVE COVER, ALL SLOPES WILL BE STABILIZED WITWN 21 CALENDER DAYS. ALL T ("�
19-GAUGE HARDWARE CLOTH WHERE RUNOFF IS DIRECTED NITS TURAL LIMESTONE AND 750 LS/ACRE 10-10-ID FWnUZER. OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS, v
_ _ _ _ - - _ - (1/4 MESH OPENINGS) AWAY FROM CURB GUTTER - 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS, TANKS, HOSES AND
SHALL SLOPE AWAY AS SHOW '-," " MULCH INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. Cd
NCDOT �s DR 57 STEEL POSTS - - - CLASS A CONC. 2" TYPE SF 9.5A {NCDOT)
- + � � � APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW B�' TACKING wlTl•[ A5PFIALT. NERING, i�-•II
WASHED STONE L " . .1 8" ABC STONE (NCDOT) OR A MVLCH NO TOOL A DISK WITH BLADES SET NEARLY STRAIGHT GAN BE 51JE POLLUTANTS NOTES �j •r-1
ASPHALT S�_LOPE ` 3 3-k ° A A USED AS A MULCH ANCHORING TOOL 1, LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, w -'-1
- I CONSTRUCTION AND DOMESTIC WASTE, AND HAZARDOUS OR TOXIC WASTE, THIS LOCATION SHALL BE AT 0
NCDOT #5 OR # 57 -1 ■ a . Z LEAST 50' AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWN THAT 1rT,1 ;_q
WASHED STONE f 1 /8"TZ n MAINTENANCE ■�
IIIIIIIIII _ a` n NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE,
w O 2. DUMPING OF PAINT OR OTHER LIQUID BUILDING MATERIAL WASTES IN STORM DRAINS IS PROHIBITED.
REFErinL2E IF GROWTH 15 NOT FULLY ADEQUATE RESEED, REFERTIL[ZE AND MULCH MI-
g- DRAINAGE AWAY FROM CURB LU - MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE, 3, LITTER AND SANITARY WASTE -THE PERMITTEE SHALL CONTROL THE MANAGEMENT AND DISPOSAL OF
c I ft (/1 LITTER AND SANITARY WASTE FROM THE SITE.
€ Ii III I �1 4. LOCATE EARTHEN -MATERIAL STOCK PILE AREAS AT LEAST 50' AWAY FROM STORM DRAIN INLETS AND Z Q) r-� (5 co
NOTE: PAVEMENT SECTION MAY VARY SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY �� ,Li -I-) � Q0
K _ DEPENDING UPON FIELD CONDITIONS. AVAILABLE. _+__y +�
_ CONTRACTOR SHALL COORDINATE TEMPORARY FALL GRASSING DETAIL 5• CONCRETE MATERIALS ONSITE, }NCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND MANAGED �•I LO Lo U
CON5TRUCT1oN SPECIFTCATIDNS: w/OWNER & GEOTECHNICAL TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS OR BUFFERS, NO CONCRETE OR CEMENT O 1 1 4
CLASS A CONC. ENGINEER TO DETERMINE SEEDING MIXTURE SLURRY SHALL BE DISCHARGED FROM THE SITE.
1, UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING �0' ,� co co ,
THE INLET. ASPHALT �. 2•R SEE PLAN yjN ACTUAL PAVEMENT SECTION. SPMES �� flb/acrs) 6. ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED ON SfTE, IN ACCORDANCE +3 Z
FILTERED SLOPE 3" WITH LOCAL AND STATE SOLID WASTE REGULATIONS.
2, DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND a"R r PAVEMENT SECTION Rye (grain) 124 7. SOIL STABILIZATION SHALL BE AGHEIVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING W z
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND WATE r 1 ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. ll..81•'.. •r ,, g �, SEEDING NOTES i. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 }1Iz" i �
3. SURROUND THE POSTS WITH WERE MESH HARDWARE CLOTH. . ,'
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, SEE PLAN 2• _ 3- a'tA- NTS HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH U) 0 C w
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE MAINTENANCE, COARSE AGGREGATE ti MOUNTAINS - AUG. 15-DEC. 15 GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE � +� .--I
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. N COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 a IZ
4. PLACE CLEAN GRAVEL (NCDOT +5 OR /57 STONE) ON A 2:1 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNlnag-[T (} INCH DRAINAGE TOWARD CURB FIL F I LAST LAND DISTURBING ACTIVITY. r-1 M
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS E4fiDNA - A ((MM�jq4 JIl�l Q ii. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH ,S a X
SMOOTH TO AN EVEN GRADE OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. APF K VED UAL) TEMPORARY GRAVELLED SOIL AMENDMENT cRDUND COVER As SOON qS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE � U �
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING p �+� ��p��� NOTES: LAST LAND -DISTURBING ACTIVITY, �� •5 ,rI 0
REMOVE ACCUMULATED SEDIMENT. AND ESTABLISH FINAL GRADING ELEVATIONS. SEDIMENT REMOVAL. REPLACE STONE AS NEEDED, CONSTRUCTION EIS R NCE FOLLOW SOIL TESTS OR APPLY 2,o0D LB/ACRE GROUND AGRICULTURAL 8, CONDITIONS -IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDIT#ONS OR /� �-� F_.i
CURB - S ECTI 0 N ENERGY D I SS I PATO R NTS 1. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE. LIMESTONE AND 1,000 LB/ACRE 10-to-lo FERnuzER. EXEMPTEONS SHALL APPLY: E C 0 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. (��1 0
NTS NTS 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. i. EXTENSIONS OF TIME MAY BE APPROVi=D 8Y THE PERMITTING AUTHORITY BASED ON WEATHER OR ,--I �
3, THICKEN SIDEWALK TO 6" AT DRIVEWAYS. OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE. ,- I Ft a @
HARDWARE CLOTH AND GRAVEL INLET PROTECTION MULCH V Fy
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT ii. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY TO GROUND COVER WITHIN 7 DAYS EXCEPT
CUT WITH NO CURB. APPLY 4,00o LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETITNG, WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUND COVER
NIs JOINT T�10) 5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1, THE 7-DAY REQUIREMENT APPLIES.
USED AS A MULCH ANCHORING TOOL
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON 5fEE PLAN. Ili. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT DATE PRINTED REQUIREMENT,
VARIES 6'-B' MIN. PARALLING CURB OR STRUCTURE. MAINTENANCE iv. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER
AS DIR. BY ENG. 7. REINFORCE w/6x6-10/10 W.W.M. REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1
JUN 1 9 2a12 Repair and refertilize damaged areas immediately. Topdress with 5o Ib/acre v. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS N
of nitrogen In March. ff it a necessary to extend temporary caner nd CHEMICAL STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASIS,
o CURB 30' MAX. SPACING cr Koreas (Mountains)rsee ith 50 lb/acre
lobe (Fi�ory Gran Coastal Plain vi. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED "HIGH QUALITY'
STEEL POSTWATER ZONE" (15A NCAC 04A, 0105), STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS T
SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS
61 WIRE FABRICE�. . I _4 f
FROM THE LAST LAND -DISTURBING A T
1'-s" x 1'-d' x .aBD STD, ALUM, SPRING -SUMMER
'X HANDICAPPED PARKING SIGN
L r - FILTER FABRIC Q �'
MIN. 12-1�2 GA. o Q TO READ "RESERVED PARKING" 4 PERMANENT GRASSING DETAIL 111 i i ! I J
INTERMEDIATE WIRES L WITH IDENTIFICATION SYMBOL. I ` ��y ��
._ i , - r) RESERVED Y SEEDING MIXTURE ��` CARS �/,
a tr ^ BOLT TO WD, POST W/ 3/8 CANDIUM FOR PIPE 1 " 1, /i
4 w PARKING PLATED NUTS, BOLTS & WASHERS. ❑ _I A �1.i
x I E11
K _ FALL -WINTER RAC �/dCl^R] , 1 ��ssr.
!- - L� 9" x 1'-0" x .DSO STD ALUM. SIGN 2' IuIIN.DETECTABLE r SERtcEA LESPEUEZA 3o Q
�� TO READ "VAN ACCESSIBLE". o WARNING SURFACE a o a a a a a PERMANENT GRASSING DETAIL COMMON BERMUOAGRASS 10 S E A L
BOLT TO WD, POST WITH 3/8" CANDIUM o i �$� TALL FESCUE
MILCUEEr 10 =
ANCHOR FABRIC SKIRT PLATED NUTS, BOLTS & WASHERS ( � NH7E:NU4E �g�{os SEEDING MIXTURE TALL `"E � 17374 ..Q`
s I AS DIRECTED BY ENGINEER TD PEDESTRIAN FLOW DIRECTION INLETS ��v"" 1AI.L FUGUE BLEND of Two oR ' F ��
o ,�„�"D - RATE I(jafacre] SEEDING NOTES �
BROOM FINISH PERPENDICULAR IN H- 47 -
9" x 1'-D x .080 STD ALUM, SIGN CONE i 1 WHERE A NEAT APPEAwu1cE t5 DESIRED OMIT SERIOFA % <� AGIN�
I
1 12.. ` 1 TO READ "MAXIMUM PENALTY $250, PLAN ) 2. USE COMMON BERUDAGRAS$ ONLY ON ISOLATED SITES WHERE IT CANNOT �- �/ / �
GS 20-37.6". BOLT TO WD. POST � L - - _ J THREE N vARE1tEs 20D i
r- M 55 WITH 3/8" CANDIUM PLATED a \\
BLDG.-STRUCTURE � (GUN) � COME A PEST. BERMl10AGRA55 MAY BE REPLACED WITH 5 lb/acre //// GREGO� �\\`
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS, 70. W PLAN " SEEDING DATES �"/,, I l l i 11 wo
WHITE SYMBOL CN BLUE BACKGROUND FINISHED � 1/4 z1" DEEP w AN CONIC. C moo' '�1� - APRIL SEEDING DATES
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST. GRADE JOINT TOOLED 1/8"R TOOLED JOINT I ASPHALT PAVEMENT Aucusr - DECEMeER APRIL 1 - JULY 15
ELEV. vAmEs DATE 0 6 -19 -12
SOIL AMENDMENTS DESIGN PGT
NOTES: - � ".
1. FENCE FABRIC SHALL BE A MIN, OF 32" IN WIDTH AND -- I--
'11
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY 1-1/2"R( ) 1-E/2"R(TYP) 2' APPLY LIRE AND FEKnUZER ACCORORHG TO SOIL TESTS, OR APPLY 3.000-5,obo/sore $OIL AMENDMENTS
' fpllNO FGRICULTURAL UMJTONE (USE T1 LOWER RATE ON SANDY SOILS) AND
z 4• SIDEWALK • BRICK MASONRY fn ,,D00 Ib/acro 111-10-iD #'t UZER. APPLY LIME AND FERTILIZER A(xQRpING TO p�t 000 ID/acro DRAWN E�1W
SPACING. MAXIMUM ,��� 111 1 _L 111 U LI1 3011M Psi '.r. _ GROUND AGRICULTURE LIMESTONE Nib 500 P', 4 1a-MUZER.
I- 11 I WF-.-,.-., ITI-I I !_ I_I I I_I n_ 1 I -I 1111= CONCRETE Flaw ,
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF PENALTY 8 TYPE ACCESSIBLE 3 & TYP - - = _ �±" MULCH
$250 / "c / "c ) -III=1 I I� �=1= o „
36" IN WIDTH. FABRIC SHALL BE FASTENED -I - I _ Oxe-10/10 W.W,M. APPLY 4,WWacm awN STRAW OR EQUIVALENT Daunt OF ANOTHER SUITABLE .__.-- .- -
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE I, _; 1 I I I� I-I� 1--1 I I -I I I I NNAOE 1/2" EXPANSION 3000 PSI COHC, MULCH. ,u,c sIR,W„ By TACKING WITH ASPHALT, ROnNG, OR NETTING OR Br CRIMP_ MULCH
ENGINEER. - -1 III -I I I- -I I I -I I I- SECTION JOINT MATERIAL BEINC USED
A M MU CH ANCHORING
NG T A DISK WITH BLADES SET NEARLY STRAIGHT CAN AMY 4.000 lb/acre GRAIN WRAWDR WMA1ENT COVER OF ANOTHER SUITABLE
„ LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN BE OSED AS A MULCH ANCHORING Tool
�,I- - WHEEL CHAIR RAMP MULCH. ANCHOR BY TACKING wrlH ASPHALT, Ro1AANc, OR NETTING OR BY CRIMPING
3. STEEL POST SHALL BE 5 -0 IN HEIGHT AND BE OF THE BACKGROUND -WHITE BACKGROUND - WHITE =1 I I -III I-1 I I EXPANSION JOINT (E.J.) CONTRACTION JOINT I;C.J.) WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE C2 -
SELF --FASTENER STEEL ANGLE TYPE. =I I I I I E I I TYPICAL SIDEWALK AND MAINTENANCE USED 'S " I " NORI"G TOOL
TYPICAL HANDICAPPED SIGN DETAIL WHEEL CHAIR RAMP DETAIL SIDEWALK JOINT DETAILS DROP INLET DETAIL FE E ACCORDING TD SM TES OR APPLY 40 b/acre NITROGEN IN JANUARY
OR R MUARY, 40 b IN SEPTEMBER AND 40 lb IN NWEMBER, FROM A 12-4-8, MAINTENANCE SHEET 3 0 F 3
1e-4-6. OR SIMILNt TURF FETiTIuzix Am FERTILIZER APPUGQIws wRwG RISERTILRE THE FOLLOWING APRIL wI1Fi 50 ID/acre NITRO[ k. REPEAT AS GROWTH
TEMPORARY SILT N WAN WEATHER, AS THIS INCREASES STAND LOSSES TG DISEASE. RESEED, FERTILIZE
NTS NTSREQUIRES. MAY BE MO'MFD ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
NOTE: AND MULCH DAMAG@ AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES
DECTECTABLE WARNING SURFACE IS �D• DESRED' OMIT SERICEA AND WOW A5 OFTEN A5 NEEDED. 10013
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