SW8060702_APPROVED PLANS_20080211

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8l_q 01 0 2
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
lop % 0211
YYYYMMDD

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SITE DEVELOPMENT PLANS FOR
LO
SHEET INDEX:
6
NEW HANOVER COUNTY
COVER SHEET
C-1.1 GENERAL NOTES
C-3.1 GRADING, DRAINAGE AND EROSION CONTROL PLAN
C-3.3 DRAINAGE AREA PLAN (EC)
C-6.1 EROSION CONTROL DETAILS
NORTH CAROLINA
JULY 2007
PREPARED FOR:
BIRDSEY-NAPIER, LLC
371 N. FRONT STREET
W' 'ngton, NC 28401
N
NIXON LN R0
SHELTER
HOLLY SITE
VICINITY MAP
NOT TO SCALE
PREPARED BY:
Ax%-AMOUNT I I
E N O 1 N E E R 1 N 13 , 1 N Q
5911 Oleander Drive, Suite 201
Wilmington, North Carolina 28403
[phone] (0) [phone] (F)
PEI JOBh: 07140.PE
NOTICE REOUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY iLINES IN THE AREA
OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS
PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL' AT
1-800-6324949
CONTACT THESE UTILITIES
NEW HANOVER COUNTY (WATER) NEW HANOVER COUNTY! (SEWER)
ATTN: JAMES S. CRAIG ATTN: JAMES S. CRAIG, PE
PH: 910-798-7139 PH: 910-798-7139
CAROLINA POWER AND LIGHT BELLSOUTH
PH: 800-632-4949 PH: 910-392-8712
N.C. NATURAL GAS CO. TIME WARNER CABLE
PH: 910-763-1636 PH: 910-763-4638
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
RECEIVED
JUL 0 2 2007
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GENERAL NOTES
1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A SURVEY PROVIDED BY
LICENSED PROFESSIONAL LAND SURVEYOR
2. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
AND LOCAL CODES.
3. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
4. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
5. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
6. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
7. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND / OR MATERIAL
DUE TO CONSTRUCTION OPERATIONS.
8. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
9. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
10. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE
UNLESS NOTED DIFFERENT ON PLAN.
11. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE.
12. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH
THE SPECIFICATIONS.
13. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO FOLLOW NCDOT SPECIFICATION SECTION 1087
FOR PAINT COMPOSITION PAVEMENT MARKINGS. SITE CONTRACTOR TO APPLY TWO COATS.
14. CONTRACTOR SHALL MAINTAIN AN 'AS -BUILT' SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
15. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMEN" S'1iALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION
POLLUTION CONTROL ACT OF 1973
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NHC
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. LIMITS OF DISTURBANCE ;104,093 SF 2.38 ACRES).
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
OF THE NHC EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE
5. ALL DENUDED AREAS MUST BE STABILIZED WITHIN FIFTEEN (15) DAYS OR NINETY (90) CALENDAR
DAYS, WHICHEVER IS SHORTER, OF COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITY.
ALL SLOPES WALL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE
OF GRADING.
6. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF
PERMANENT AND UNIFORM GROUND COVER.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTYS EROSION CONTROL STAFF.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
9. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR. ENGNEER,
AND OWNER.
10. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN APPROVAL IS GRANTED BY THE
EROSION CONTROL OFFICER.
11. WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR,
AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
12. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR
REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO
DISTURBANCE.
EROSION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION WITHIN 24 HOURS OF ANY RAIN EVENT, BUT IN NO CASE LESS THAN ONCE EVERY
WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5
FEET DEEP AT THE FENCE THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY
TO MAINTAIN A BARRIER.
3. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS. DENSE VEGETATIVE COVER.
4. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE
OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED
WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
16. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
17. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
18. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
19. ALL PARKING LOT DIMENSIONS ARE FROM EDGE OF ASPHALT.
20. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
21. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS
NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND
AT ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.
22. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS do STANDARD PRACTICES.
23. ALL CONSTRUCTION TO BE IN ACCORDANCE PITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
24. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
25. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
26. SEE LANDSCAPING PLAN FOR PLANTING SCHEUDULE, LAYOUT AND DETAILS.
27. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
SEEDING SCHEDULE
1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERLY ERODED AREAS SHALL BE
STABILIZED WITH A PERMANENT GRASS COVER. THE SEED SPECIES MALL BE SELECTED BASED
ON THE TYPE OF SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN
ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER,
IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED MATH ATTENTION GIVEN TO SITE
SPECIFIC CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5'.
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
DRY SOILS (APRIL - SEPTEMBER)
Km RATE PER ACRE
BERMUDA GRASS 30 LBS. BERMUDA GRASS 25 LOS.
KOBE LESPEDEZA 20 LBS. CARPET GRASS 25 LBS
GERMAN MILLET 25 LBS. GERMAN MILLET 25 LBS.
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE.
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY
SHORT PERIOD OF TIME, DUE TO SEASONAL CONSIDERARATIONS, A TEMPORARY COVER SHALL
BE ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE:
WINTER (SEPTEMBER - APRIL)
ANNUAL RYEGRASS 50 LBS.
TALL FESCUE 50 LBS.
TEMPORARY COVER WILL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER.
WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY
EROSION RESISTANT COVER, MULCH MAY BE APPLIED: HOWEVER, MULCH USED ALONE WILL NOT
BE ALLOWED. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS
SOON AS CONDITIONS ARE FAVORABLE
3. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH.
WETLANDS:
1. NO WETLANDS EXIST ON THIS SITE
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SITE DATE TABL
LUNIN6:
B-2 (HIGHWAY BUSINESS DISTRICT)
SHOD (SPECIAL HIGHWAY OVERLAY DISTRICT)
SITE REOUIREMENTS:
TOTAL BUILDING AREA 22,000 SF
BUILDING HEIGHT 40 FT. MAX
BUILDING SETBACKS: 35' FRONTYARD, 25' (MIN.) ALL PROPERTY UNES
REQUIRED PARKING (WAREHOUSE USE)
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8 MANAGERS x 1 SPACE/MGR. = 8 SPACES
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1 VISITOR SPACE/10 MGRS. = 1 SPACE
6 BUS. VEHICLES x 1 SPACE/VEH. = 6 SPACES
44 EMPLOYEES x 1.5 SPACES/2 EMP. = 33 SPACES
TOTAL REQUIRED PARKING = 48 SPACES
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TOTAL PARKING PROVIDED = 48 SPACES
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HANDICAPED SPACES: 2 PROVIDED, 2 REQUIRED
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MDSCAPE REQUIREMENTS,
INTERIOR LANDSCAPING: 0.08 x 22,120 SF = 070 SF (1,775 SF PROVIDED)
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BUILDING 2: 120 FT x 26 FT x 0.12 = 374
SF REQUIRED (375 PROVIDED)")
• BUILDING 3: (100 FT + 100 FT) x 26 FT x
0.12 - 624 SF REQUIRED
(695 SF PROVIDED)
STREETYARD AREA: 442 LF x 25 = 11,050 SF REQUIRED (11,051 SF PROVIDED)
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PARCEL INFORMATION:
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MAP BOOK 41, PAGE 390
DEED BOOK 4906, PAGE 2467
n�+O�+4
PARCEL ID# RO 1100-008-0026-000
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STORMWATER INFORMATION
DISTURBED AREA = 214,852 SF
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PROPOSED IMPERVIOUS AREA = 142,441 SF (PERMITTED) -
116,623 SF (ACTUAL)
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SOIL TYPE - LEON SOIL
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SF
ACRES
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22,000 SF
0.51 AC
TOTAL ASPHALT AREA
21,927 SF
0.50 AC
TOTAL SIDEWALK AREA
1,159 SF
0.03 AC
TOTAL IMPERVIOUS AREA
45,086 SF
1.04 AC
25' UTILITY EASEMENT (PER MAP BOOK 36 PAGE 387)
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F� , ` \ SS MANHOLE #5 ` p SEEDETAIL)
CONSTRUCTION ENTRANCE
---2a-- = EXISTING CONTOUR WL WL WL WL WLWL WL WL WL
�,-
-
= CURB INLET W/ RIM 27.67 P ----- P ------ P ------ P------- P------ P-------P----- P------- P -
INLET PROTECTION INV, 17.21 TEL TEL TEL TEL TEL TEL TEL TEL TEL
® = PROPOSED STORM DRAIN MANHOLE EXIST.
»mt = PROPOSED STORM SEWER SS MAIM OLE #6 EXIST.
O 27.77 APPROXIMATE LOCATION SS MANHOLE #7
C.O. = PROPOSED SANITARY SEWER CLEANOUT INV. 6 83 UNDERGROUND POWER RIM 27.97
® =PROPOSED SANITARY SEWER MANHOLE FIELD VERIFY
INV. 15.83
■-_-- = PROPOSED SILT FENCE GRAPHIC SCALE
= PROPOSED LIMITS OF DISTURBANCE 30
0 1s 30 so 720
4- = PROPOSED FIRE HYDRANT
( )
Iw =PROPOSED GATE VALVE IN FEET
inch = 30 &
= CONSTRUCTION ENTRANCE
U
WE HEREBY CERTIFY THAT WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON
RECEIPT OF "AUTHORIZATION-TG-CONSTRUCT' ANY CLEARING, GRADING, CONSTRUCTION OR
DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE O
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, WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION
AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. WE WALL NOT ATTEMPT TO
TRANSFER THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY
SIGNATURE: /♦
PRINTED NAME AND TITLE: ROSALIND M. FULLER, MEMBER MANAGER j(�■��
DATE
PROPOSED INLET
PROTECTION (SEE DETAIL)
25' UTILITY EASEMENT (P ME AP BOOK 36 PAGE 387)
�6-_- APPROX. LOCATION OF
-2 7�-- EXISTING DRIVEWAY
7
APPROXX�'LOC OF-
EXISYING D WAY
W WL WL WL
P P P
TEL -DEL TEL TEL ;^ TE
WATER VALVE
and FIRE HYDRANT
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PEI JOB# 07140.PE

NOTES,
1. THE TRAP SHALL 13E CLEANED
OUT WHENEVER THE SEDIMENT
REACHES 1/2 THE TOTAL
DEPTH OF THE TRAP.
y 2. SEE PLAN SHEETS FOR
V y SEDIMENT TRAP LOCATIONS
3. SEDIMENT TRAP SHALL BE REMOVED
AFTER ACHIEVING A DENSE VEGETATIVE COVER
ISOMETRIC VIEW
N.C.D.O.T. CLASS B
EROSION CONTROL
STONE
FABRIC
SECTION A -A
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
NOm
TREETt ro BE SAVED WLL BE ClE11RY NARKED PRIORWNSIRUCDON AND A
PROTECTIVE BARRIER R ro BE NSTAUED AT ER
DRIP LIE - TIE AREA OF SOK. DIRECTLY BENEATH THE TREE WENDING OUT 10
THE TIPS OF THE OUTERMOST BRANCHES.
THOD OF TREE PROTECTION DURING CONSTRI
SO 15-08
NOT TO SCALE
r� VMW
Stl MIN.
�' DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
NOTE: SILT FENCES ARE UTILIZED IN AREAS WHERE ONLY
SHEET OR OVERLAND FLOWS ARE EXPECTED.
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSHORE ALONG THE LINE OF
POSTS. 12 Xt GAUGE MIN. MESH SPACING
y 8' MAX h. _ 6" MAX
STEEL POSTS-G
CONSTRUCTION 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND PROPERLY GRADE IT.,
SPECIFICATIONS: 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT
OUT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE: 1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP -DRESSING WITH 2-INCHS OF #4 STONE. AFTER
EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT IF NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE / EXIT
NOT TO SCALE
NCDOT #5 OR
WASHED S'
A
CROWN OF TREE IS NEEDED MR LEAF
\\1�Y TER
/ AND TN6 APRR RDE B TAPENOISE,
y� j NOSRISIn PRUERAEUTCIFlOIL APPEARANCE.
TMINGI
DPoPIINE /
PLAN
FEEDER ROOTS - W NEAR BASE OF TRUNK
FEEDER ROOTS ARE LOCATEb' NEEDED TO GIVE SUPPC
AT 'DRIPUNE' OF TREE ELEVATION TREE C FAIL E I AFAR DAII
AND PROVIDE TREE WITH
MOISTURE AND NENTS. PROPERTY.
U7R2 do NOTE 4
SEE NOTE 1 h NOTE 4
TREE PROTECTION DURING CONSTRUCTION
1.
C'd[OIIIISIX.9:I
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH W1RDS REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAYING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
NOT TO SCALE
19-GUAGE HARDWARE CLOTH
(} MESH OPENINGS)
NCDOT #5 OR
WASHED S'
A
4'
SECTION A - A
FOR CURB INLETS AND DROP INLETS
INLET PROTECTION
NOT TO SCALE
Lqm
1
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
u.�eii?.9W.._BBBBpB11
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
\\ 36 TMIN
5' STELL POST
(SELF -FASTENER
STEEL ANGLE TYPE)
NOTE.
1. SIRUCTURAL DESIGN OF ETA SECTION SHALL CONFORM
WITH THAT OF STANDARD REINFORCED CONCRETE
PIPE
DIAMETER
WALL
THICKNESS
SLOPE
B
C
D
E
UNIT
WEIGHT
12
2 1/4
3c1
24
49
73
24
730
15
2 1/4
&1
27
48
73
30
910
18
2 1
81
27
48
73
38
1190
21
2 s 4
N1
38
37
73
42
1370
24
3
act
42
31 1/2
h 1
48
1770
27
31 4
a1
48
251
731
54
213D
30
3 t
3:1
54
19 3/4
W 314
80
2380
33
3 3/4
3:1
s0
38
1 98
88
3870
38
4
3c1
BJ
34 3/4
1117 3/4
72
5320
42
4 1
x1
83
35
98
78
5920
48
s
a
72
28
98
84
7470
34
s 1/2
2.4.1
88
34
100
90
88f0
W
8
x1
60
39
99
98
lilac
72
7
xt
78
21
99
108
139W
DIMENSIONS IN INCHES WEIGHTS IN POUNDS
FLARED END SECTION OUTLET
SD 1-17
NOT TO SCALE
iML
FABRIC HEIGHT LESS
THAN 36" -•
5. EXTENSION OF FABRIC AND WIRE
INTO THE TRENCH.
WIRE
-.ST
FILTER FABRIC, ��, . . LINE
4"
BACKFILLED
SOIL
TEMPORARY SEDIMENT FENCE (SF)
NOT TO SCALE
NOTE:
1. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5
FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 8 FEET APART WITH A WIRE
BACKING.
GENERAL NOTES:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN
ALL PRACTICES AS DESIGNED.
2. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH OR DRAINAGE -WAY.
3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE
ANY CONSTRUCTION BEGINS.
4. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
5. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.
6. THE CONTRACTOR IS RESPONSIBLE FOR LAYDOWN do STOCKPILE AREAS (TO ARRANGE AND
INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).
NOTES:
1. FILTER CHECK DAM WALL BE CONSTRUCTED FIRST, SUMP SECONDLY.
2. FILTER CHECK DAM HEIGHT TO BOTTOM OF SPILLWAY, WILL BE NO
LESS THAN 2 FOOT.
3. SPILLWAY DEPTH SHALL BE 1 FOOT.
4. FILTER STONE FACE SHOULD BE NO LESS THAN 6 INCHES MEASURED
PERPENDICULARLYNFROM THE FACE OF THE LARGE STONE.
5. DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH STORM. SEDIMENT WILL BE
REMOVED FROM BEHIND THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET PROTECTION
DEVICE, WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. THE SEDIMENT
BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET BELOW THE
TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY.
6. REMOVAL OF FILTER CHECK DAM WILL BE DONE IN SUCH A WAY AS TO LIMIT SILTATION.
CONSTRUCTION SEQUENCE:
1. ALL EROSION CONTROL MEASURES (SILT FENCE, CHECK DAMS, ECT.) THAT WILL NOT BE
DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE INSTALLED PRIOR TO START OF
CONSTRUCTION.
2. IMMEDIATELY AFTER LAND DISTURBING OPERATIONS, EROSION CONTROL DEVICE (RIP -RAP,
FILTER INLET, ECT.) SHALL BE INSTALLED. FOR EXAMPLE, AFTER CROSSING STREAMS, SILT
FENCES AND/OR RIP -RAP (AS REQ'D) IS TO BE IMMEDIATELY INSTALLED SO THAT THERE
IS NO OFF -SITE EROSION AND SEDIMENTATION.
3. DURING ALL CONSTRUCTION ACTIVITIES, CONTRACTOR IS TO CONTROL PUMP WATER SO AS
NOT TO CAUSE EROSION AND OFF -SITE SEDIMENTATION.
4. RESTORATION WORK SHALL BE DONE AS THE PROJECT PROGRESSES AND NOT TO BE LEFT
UNTIL THE END OF THE PROJECT. ALL DISTURBED AREAS WALL BE STABILIZED WITHIN 15
DAYS OF CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES,
STOCKPILES AND ANY OTHER UNSTABILIZED AREAS.
5. ALL SEEDED AREAS WILL BE FERTILZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
6. IT IS BROUGHT TO THE CONTRACTOR'S ATTENTION THAT HIGH PRIORITY IS TO BE PLACED
ON EROSION CONTROL MEASURES AND PREVENTION OF OFF -SITE SEDIMENTATION.
EROSION CONTROL NOTES:
1. A MINIMUM AMOUNT OF REQUIRED EROSION AND SEDIMENT CONTROL DEVICES ARE SHOWN
ON THE PLANS. FURTHER CONTROL DEVICES AND MEASURES MAY BE REQUIRED PER THE
NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT AND ACTUAL FIELD
CONDITIONS. EROSION AND SEDIMENT CONTROL MEASURES ARE CONSIDERED INCIDENTAL
TO OTHER WORK, AND ALL DEVICES WHETHER SHOWN ON THE PLANS OR NOT, ARE
PART OF THE CONTRACT AND BASE BID.
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PEI JOB#: 07140.PE

SITE DEVELOPMENT PLANS FOR
LO
SHEET INDEX:
6
ISLAND
NEW HANOVER COUNTY
COVER SHEET
C-1.1
GENERAL NOTES
C-2.1
EXISTING CONDITIONS
C-3.1
SITE LAYOUT PLAN
C-4.1
GRADING, DRAINAGE AND EROSION CONTROL PLAN
C-4.2
DRAINAGE AREA PLAN (PRE)
C-4.3
DRAINAGE AREA PLAN (POS"I)
C-4.4
DRAINAGE AREA PLAN (EC
C-4.5
DRAINAGE AREA PLAN (CATCH BASINS)
C-5.1
STORMWATER DETAILS
C-6.1
EROSION CONTROL DETAILS
C-7.1
SITE DETAILS
C-8.1
NEW HANOVER COUNTY WATER DETAILS
C-9.1
NEW HANOVER COUNTY SEWER DETAILS
NORTH CAROLINA
JUNE 2006
PREPARED FOR:
BIRDSEY-NAPIER, LLC
371 N. FRONT STREET
Wilmington, NC 28401
N
NIXON LN2 RO
SHELTER
— �v� HOLLY __— SITE
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X
VICINITY MAP
NOT TO SCALE
PREPARED BY:
A MO
: T.
E N G I N E E R I N 6, 1 N C.
127 Racine Drive, Suite 202
Wilmington, North Carolina 28403
[phone] (0) [phone] (F)
PEI JOB#: 06134.PE
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA
OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS
PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
NEW HANOVER COUNTY (WATER) NEW HANOVER COUNTY (SEWER)
ATTN: JAMES S. CRAIG ATTN: JAMES S. CRAIG, PE
PH: 910-798-7139 PH: 910-798-7139
CAROLINA POWER AND LIGHT
PH: 800-632-4949
N.C. NATURAL GAS CO.
PH: 910-763-1636
EMERGENCY DIAL 911
BELLSOUTH
PH: 910-392-8712
TIME WARNER CABLE
PH: 910-763-4638
POLICE - FIRE - RESCUE
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
LIT
DIVA O , -�0 r1�
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
�v 1"
A A P P ROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
//- 2c&7
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GENERAL NOTES
1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A SURVEY PROVIDED BY
LICENSED PROFESSIONAL LAND SURVEYOR
2. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
AND LOCAL CODES.
3. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
4. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
5. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
6. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
7. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND / OR MATERIAL
DUE TO CONSTRUCTION OPERATIONS.
8. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
9. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE 'CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
10. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH PAVEMENT GRADE
UNLESS NOTED DIFFERENT ON PLAN.
11. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE.
12. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH
THE SPECIFICATIONS.
13. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO FOLLOW NCDOT SPECIFICATION SECTION 1087
FOR PAINT COMPOSITION PAVEMENT MARKINGS. SITE CONTRACTOR TO APPLY TWO COATS.
14. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT' SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
15. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION
POLLUTION CONTROL ACT OF 1973
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NHC
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. LIMITS OF DISTURBANCE=214,852 SF (4.93 ACRES).
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLA11ON
OF THE NHC EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. ALL DENUDED AREAS MUST BE STABILIZED WITHIN FIFTEEN (15) DAYS OR NINETY (90) CALENDAR
DAYS, WHICHEVER IS SHORTER, OF COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITY.
ALL SLOPES WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE
OF GRADING.
6. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF
PERMANENT AND UNIFORM GROUND COVER.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTYS EROSION CONTROL STAFF.
S. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
9. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER
AND OWNER.
10. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN APPROVAL IS GRANTED BY THE
EROSION CONTROL OFFICER.
11. WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR
AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
12. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR
REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO
DISTURBANCE.
EROSION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION WITHIN 24 HOURS OF ANY RAIN EVENT, BUT IN NO CASE LESS THAN ONCE EVERY
WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5
FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY
TO MAINTAIN A BARRIER.
3. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER,
4. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE
OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED
WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
16. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCA11ON OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
17. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
1& FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
19. ALL PARKING LOT DIMENSIONS ARE FROM EDGE OF ASPHALT.
20. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
21. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WALL BE INSTALLED AND MAINTAINED SO AS
NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND
AT ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.
22. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
23. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
24. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
25. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
26. SEE LANDSCAPING PLAN FOR PLANTING SCHEUDULE, LAYOUT AND DETAILS.
27. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
SEEDING SCHEDULE
1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERLY ERODED AREAS SHALL BE
STABILIZED WITH A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED
ON THE TYPE OF SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN
ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW. HOWEVER,
IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO SITE
SPECIFIC CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
DRY SOILS (APRIL - SEPTEMBER)
Km RATE PER ACRE
BERMUDA GRASS 30 LBS.
KOBE LESPEDEZA 20 LBS.
GERMAN MILLET 25 LBS.
BERMUDA GRASS 25 LBS.
CARPET GRASS 25 LBS
GERMAN MILLET 25 LBS.
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE.
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY
SHORT PERIOD OF TIME, DUE TO SEASONAL CONSIDERARATIONS, A TEMPORARY COVER SHALL
BE ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE:
WINTER (SEPTEMBER - APRIL)
ANNUAL RYEGRASS 50 LBS.
TALL FESCUE 50 LBS.
TEMPORARY COVER WILL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER.
WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY
EROSION RESISTANT COVER, MULCH MAY BE APPLIED: HOWEVER, MULCH USED ALONE WILL NOT
BE ALLOWED. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS
SOON AS CONDITIONS ARE FAVORABLE.
3. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH.
WETLANDS:
1. NO WETLANDS EXIST ON THIS SITE
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\ �. DB 2408 PAGE 855
EMERGEN-SeILLWAY MB 35 PAGE 294
SEE DETAIL
\ PROPOSED \
\ RIP RAP APRON #2
($EE DETAIL) .
PROPOSED
STORMWATER
&*ANAGEMENT
NOR Tom',
FUTURE z
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/ SS MANHOLE #4 \ \\a \\ s = ss EXIST, SS _-
RIM 28.24 _ _ _ s ss -`� U-CO EXIST. SS ___ ss __-_ 25' UTILITY EASEMENT (PER MAP B 0
/ INV. 17.51 \ \ _ _-� - -2cr- / \ - - - - - - _ _-_ =_-- -- ----
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/ \ �C- - — - - -- (80'PUBUCRIGHT OFWAY) -----------------------
% EXIST. `� P
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/ SS MANHOLEXIST. ��
EXIST.
27.77 APPROXIMATE LOCATION � ( ,
RIM #6 SS MANHOLE #7 i WATER VALVE ^
/ INV. and FIRE HYDRANT
6.83 UNDERGROUND POWER RIM 27.97
/ GRAPHIC SCALE FIELD VERIFY INV. 15.83 ,
ao o is 3o eo 120 i
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IN FEET
1 inch = 30 it i
30.21I
=30.00—
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PEI JOBS
06135.PE

GRADE POND TO
ELEVATIONS SHOWN
ON THE PLANS
POND 1 DETAILS-
FO
TOP RISER 26.80
NOT TO SCALE
TOP OF DAM FI. 99_nn
44' CONC. COLLARS
STORM DRAIN PIPE
= 0%
STORM DRAIN PIPE
FILTER FABRIC
SECTION -
RIP -RAP SCHEDULE
TAILWATER
FLOW y
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
18" THICK, TYPICAL
UPSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
5
24
10-1
6-
7
18
10
5
8
18
10
5
RIP -RAP APRON
NOT TO SCALE
2PAC C0MT i
11 ------ 2:1 SLOPE (MAX)
- STABILIZE DIVERSION DITCH
_ CROSS SECTION AND ROSIONACONTRODING
WITH LOCKING 30 C76 RING JOINT NETTING
INV 25.30 y
POSITIVE GRADE 1.0% MAX.
4 INV. OUT = 25.20 UPSLOPE �
4EA
H. 4oPVC OUTLET (S 4' PRECAST BOX
(SEE RISER SECTION) IDEiN55N = 26.00' l ))
POND OUTLET STRUCTURE SECTION
NOT TO SCALE FILL SLOPE
TEMPORARY DIVERSION DITCH
NOT TO SCALE
SOD ALL SLOPES ABOVE PERMANENT POOL EL
6:1 SHELF�11ELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
29.00
OR VEGETATION.
CLASS B STONE J SECTION
EMERGENCY SPILLWAY
Not to Scale
STORMWATER NOTES•
1. TOTAL SITE AREA f4.93 AC
2. DISTURBED AREA 214,852 SF (4.93 AC)
3. DISTURBED AREA DRAINING TO POND s 193.406 SF (4.44 AC)
4. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND - 142.441 SF (73.65x)
5. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT
POND.
6. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT
POOL SHALL BE PUMPED.
5. NO WETLANDS ARE PRESENT ON THE SITE
1' RUNOFF 26.76
4'X4' RISER STRUCTURE
W/ GRATE
(4- OPENING TRASH RACK)
OVERFLOW EL (TOP) 26.80
I
1.50' ORFlCE EL 26.00
PERM POOL 26.00
POND BOTTOM 22.00
POND OVERFLOW STRUCTURE
Not to Scale
`-311 14' POND
POND SECTION A SUITABLE PLANTS
NOT TO SCALE ARROW ARUM
BLUE FLAG IRIS
CANA LILY
PICKEREL WEED
MT DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF ✓
PLANTS TOGETHER. INSTALL PLANTS 24'
O.C. IN A CHECKERBOARD PATTERN.
Structure
Drainage
...--
__.__.._ _.
..
Velocity _.
(fps)
Invert Elev
Rim _._..
_. Elev
Area ,.A,.
(acres) _
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CB#2
58.00
0.06
0.06
0.980
8.05
0.47
15
4.66
3.80
24.50
0.005
27.43
CB#2
CB#3
150.00
0.31
0.37
0.890
8.05
2.65
18
7.69
4.35
24.20
2140
0.005
29.00
CB#4
CB#3
66.00
0.14
0.14
0.890
8.05
1.00
15
4.72
3.84
23.75
3.40
0.005
27.90
CB#3
FES#5
131.00
0.47
0.98
0.890
8.05
7.02
24
16.58
5.28
23.40
22.70
0.005
29.43
' OSa
FES#7
15.00
N/A
N/A
N/A
N/A
12.75
18
N/A
I N/A
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1 25.20
1 0.007
27.00
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PEI JOBS 06135.PE

N'y
DITCH NOTES:
y 1. THE TRAP SHALL BE CLEANED
V V OUT WHEEDHES �1F� SEDIMENT
REAOTAL
y DEPTH OF THE TRAP.
y2 SEE PLAN SHEETS FOR
V vy SEDIMENT TRAP LOCATIONS.
3 SEDIMENT TRAP SHALL BE REMOVED
AFTER ACHIEVING A DENSE VEGETATIVE COVER
..
UP OF SPILLWAY
N.C.D.O.T.
N.
WASHED STONE .
UPSTREAM FACE
�.
FILTER FABRIC
N.C.D.O.T. CLASS 8
EROSION CONTROL
STONE
FILTER FABRIC
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
STAKE
ABOVE
1.11 I
NO7E'
TREES TD BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCIICI AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRPUNE.
DRIP LINE - 711E AREA OF SOIL DIRECTLY BI NFA7H THE 1REE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15-OBE
NOT TO SCALE
WIRES MIN. #12-1/2
BOTTOM STRAND MIN. /1O
NOTES: GROUND
1. MERE SHALL BE/LLAj,MINIMUM OF 32" IN
WIDTH
NE WIRES W/1T STAY SPACINNOG OF B
2. FILTE�RR FABRIC SHALL BE A MINIMUM OF
FWAIEt� NIBi SFCRECIm
3. STEEL FOSS SHALL BE 5' 0" IN HEIGHT
AND B OF SELF FASTENER ANGLE
STEEL TYPE
4, WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND r OR MORE IN DIAMETER
WORE F E FASTENED TO WOODS
TH NO THAN WIRE SF ''
1-1 LONG
ANCHOR
AS DIRECI
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
50' DINL
fit' OIVFRSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
NOTE: SILT FENCES ARE UTILIZED IN AREAS WHERE ONLY
SHEET OR OVERLAND FLOWS ARE EXPECTED.
1. SET POSTS AND EXCAVATE A 4"x4"
TRENCH UPSHORE ALONG THE LINE OF
POSTS.
STEEL OR WOOD POSTS
CONSTRUCTION 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND PROPERLY GRADE IT.
SPECIFICATIONS: 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT
OUT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE: 1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP -DRESSING WITH 2-INCHS OF #4 STONE. AFTER
EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT IF NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE / EXIT
NOT TO SCALE
Min!
I I E I I I I L 11�1 •'• .
r-r-�mr-ram =
rJT2:1 SLOPEGRAVEL FILTER
TEMPORARY SEDIMENT,,,,MIRE SCREEN DEWATERING
I'm
1' MIN
2' MAX
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW
TO ALLOW POOL DRAINAGE THE FOUNDATION SHOULD BE EXCAVATED AT LEAST Y BELOW
THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLACKS ACANST THE
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOD WASHOUTS WHEN
OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY
PLACING 2K4 WOOD STUDS THROUGH BLOCK OPENINGS
2 CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE MIRE MESH WITH 1/2-INCH OPENINGS
OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE
3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 21 SLOPE OR FLATTER AND SMOOTH IT 70 AN EVEN GRADE
D.O.T #57 WASHED STORE IS RECOMMENDED.
DROP INLET PROTECTION
SD 2-14
NOT TO SCALE
FEEDER ROOTS • 'A,f
FEEDER ROOTS ARE LOCH
AT "DRIPUNE" OF TREE FI FVAT
AND PROVIDE TREE MIEN
MOISTURE AND NUTRIENTS
SEE NOTE 1 8: NOTE 4
DRIPUNE
R NOTE 4
2 NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPOR71NO THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAYING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF THEE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
NOT TO SCALE
I
D
I
RIP RAP
s �
SEE SHEET 2 OF 2 `
FOR DIMENSION TABLE I" 20'
SECTION X-X
m 8' MAX I-- -.
2. STAPLE WIRE FENCING TO THE POSTS.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
fJ _
NOTE
1. STRUCTURAL DESIGN OF END SECTION SHALL CONFORM
NTH THAT OF STANDARD REINFORCED CONCRETE.
PIPE
DIAMETER
WALL
THICKNESS
SLOPE
B
C
D
E
UNIT
WEIGHT
12
2 1/4
301
24
49
73
24
730
15
2 1/4
3:1
73
30
INO
16
2 1/2
3:1
73
36
1190
21
2 3 4
3e1
7J
42
1370
24
3
J:1
2
73 1
b
1770
27
3 1/4
&1
1
73 1
54
2130
30
31
3:1
4
3J 4
60
238033
33/4
IN 1
[4825
6
96
66
387036
4
JN1
/4
7 3/4
72
5320
42
41/2
*1
N
78
5920
M
5
Jet
67470
84
5 1/2
24:1
4
100
90
6610
60
21
9
90
96
11180
1
99
108
13M
DIMENSIONS IN INCHES WEIGHTS IN POUNDS
FLARED END SECTION - OUTLET
SO 1-17
NOT TO SCALE
36' MIN
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
1/
FABRIC HEIGHT LESS
THAN 36" ABROVE GRADE
5. EXTENSION OF FABRIC AND WIRE
INTO THE TRENCH.
SOIL
TEMPORARY SEDIMENT FENCE (SF)
NOT TO SCALE
NOTE:
1. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5
FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED B FEET APART WITH A WIRE
BACKING.
GENERAL NOTES:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN
ALL PRACTICES AS DESIGNED.
2. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH OR DRAINAGE -WAY.
3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE
ANY CONSTRUCTION BEGINS.
4. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
5. THE CONTRACTOR IS RESPONSIBLE FOR STABIUZATION OF ALL DISTURBED AREAS.
6. THE CONTRACTOR IS RESPONSIBLE FOR LAYDOWN & STOCKPILE AREAS (TO ARRANGE AND
INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).
NOTES:
1. FILTER CHECK DAM WILL BE CONSTRUCTED FIRST, SUMP SECONDLY.
2. FILTER CHECK DAM HEIGHT TO BOTTOM OF SPILLWAY, WILL BE NO
LESS THAN 2 FOOT.
3. SPILLWAY DEPTH SHALL BE 1 FOOT.
4. FILTER STONE FACE SHOULD BE NO LESS THAN 6 INCHES MEASURED
PERPENDICULARLYNFROM THE FACE OF THE LARGE STONE.
5. DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH STORM. SEDIMENT WILL BE
REMOVED FROM BEHIND THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET PROTECTION
DEVICE, WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. THE SEDIMENT
BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET BELOW THE
TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY.
6. REMOVAL OF FILTER CHECK DAM WILL BE DONE IN SUCH A WAY AS TO OMIT SILTATION.
CONSTRUCTION SEQUENCE:
1. ALL EROSION CONTROL MEASURES (SILT FENCE, CHECK DAMS, ECT.) THAT WILL NOT BE
DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE INSTALLED PRIOR TO START OF
CONSTRUCTION.
2. IMMEDIATELY AFTER LAND DISTURBING OPERATIONS, EROSION CONTROL DEVICE (RIP -RAP,
FILTER INLET, ECT.) SHALL BE INSTALLED. FOR EXAMPLE, AFTER CROSSING STREAMS, SILT
FENCES AND/OR RIP -RAP (AS REQ'D) IS TO BE IMMEDIATELY INSTALLED SO THAT THERE
IS NO OFF -SITE EROSION AND SEDIMENTATION.
3. DURING ALL CONSTRUCTION ACTIVITIES, CONTRACTOR IS TO CONTROL PUMP WATER SO AS
NOT TO CAUSE EROSION AND OFF -SITE SEDIMENTATION.
4. RESTORATION WORK SHALL BE DONE AS THE PROJECT PROGRESSES AND NOT TO BE LEFT
UNTIL THE END OF THE PROJECT. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15
DAYS OF CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES,
STOCKPILES AND ANY OTHER UNSTABIUZED AREAS.
5. ALL SEEDED AREAS WILL BE FERTILZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
6. IT IS BROUGHT TO THE CONTRACTOR'S ATTENTION THAT HIGH PRIORITY IS TO BE PLACED
ON EROSION CONTROL MEASURES AND PREVENTION OF OFF -SITE SEDIMENTATION.
EROSION CONTROL NOTES:
1. A MINIMUM AMOUNT OF REQUIRED EROSION AND SEDIMENT CONTROL DEVICES ARE SHOWN
ON THE PLANS. FURTHER CONTROL DEVICES AND MEASURES MAY BE REQUIRED PER THE
NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT AND ACTUAL FIELD
CONDITIONS. EROSION AND SEDIMENT CONTROL MEASURES ARE CONSIDERED INCIDENTAL
TO OTHER WORK, AND ALL DEVICES WHETHER SHOWN ON THE PLANS OR NOT, ARE
PART OF THE CONTRACT AND BASE BID.
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C-6*1
PEI JOBS: 06135.PE

,5 GORE LINE
WHITE
DIAGONAL LINE
EDGE LINE
15 4" � YELLOW OR WHITE
YELLOW OR WHITE a
e CROSSWALK LINE
roP of PAV'T.
Y
L 3" TURN LANE LINE
WHITE
5/8- REBAR (2 REQ'D.) WHITE _T STOP OR TRANSVERSE BAR
T 12"
F
SECTION CENTER LINE r<
YELLOW WHITE
CONCRETE WHEEL STOP PAVEMENT MARKINGS
NOT TO SCALE LINE TYPES
NOT TO SCALE
STRAIGHT ARROW
12•
RIGHT OR LEFT
TURN ARROW
I
COMBINATION LEFT AND
STRAIGHT AND RIGHT TURN ARROW
COMBINATION STRAIGHT AND
LEFT OR RIGHT TURN ARROW
COMBINATION LEFT
AND RIGHT TURN ARROW
GENERAL NOTES
-ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR
-PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
-ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION
JOINTS UNLESS APPROVED BY THE ENGINEER.
PAVEMENT MARKINGS
ARROW SYMBOLS
NOT TO SCALE
7-
12"
RESERVED
PARKING
18"
� b
MAXIMUM
PENALTY 9"
$ 250 1
12"
10' SKIP LINES
YELLOW OR WHITE
r 10' I �a
I 30,
40' '
2' MINI -SKIP LINES
YELLOW OR WHITE
A
13
15
*NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FIRST
WIDTH APPLIES FOR A "NORMAL" WIDTH LINE. THE SECOND
WIDTH APPLIES FOR A'VIDE' LINE. "WIDE" LINES ARE
REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN
DIRECTED BY THE ENGINEER.
VAN I 1' 9" R7-8a
ACCESSIBLE I I 112 "
RESERVED
PARKING
MAXIMUM
PENALTY
$ 250
AVEMENT/GRASS
no
I MUTCD
18'. R7-8
1 12"x18"
JLI
9" R7-8D
12"x9"
NOTES:
1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI.
4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
5. TOP EDGE TREATMENT FILM SHALL BE 3" WADE, CLEAR AND TRANSPARENT WITH A
SUB -RESISTANT PRESSURE SENSITIVE NON -YELLOWING ADHESIVE, "SKOTCHCAL"
TRANSPARENT FILE #639 OR APPROVED EQUAL.
6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR APPROVED EQUAL
7. SIGN LETTERING SHALL BE NIPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SPACING BETWEEN LINES.
8. CORNER RADIUS OF SIGNS SHALL BE 2.5"
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
HANDICAP SIGN DETAIL
N.T.S.
ASPHALT
4,000 PSI CONCRETE
°
N� COMPACTED SUBGRADE TO
959 STANDARD PROCTOR
ASPHALT TO CONCRETE PAVEMENT TRANSITION
N.T.S.
f-SF9.5A
SURFACE COURSE
r-82&OB AGGREGA7E BASE
ASPHALT PAVEMENT SECTION
N.T.S.
RA'. D1 /8"__r
°
° 1" 4"
4-- 1/2" JOINT 1/8" RADIUS, TYP.
SEALER DUMMY GROOVE
EXPANSION JOINT CONTRACTION JOINT
VARIES 3000 PSI
1 4" PER FT. CONCRETE
4"1_ ° .
SECTION VIEW
6.
1 1 mak lk lmn w
1/2" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
GROOVED CONTRACTION
JOINT
PLAN VIEW
CONCRETE WALK DETAIL
N.T.S.
SUBGRADE
D698 TO
RAISED
ASPHALT
RAMP
CONCRETE
SIDEWALK
\0.5,
NOTE: SURFACE OF CURB RAMP SHALL
HAVE A DETECTABLE WARNING IN
COMPLIANCE WITH ADA GUIDELINES.
DETECTABLE WARNING SHALL EXTEND OVER
THE FULL WIDTH AND DEPTH OF RAMP.
WHEELCHAIR RAMP DETAIL
N.T.S.
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