SW8040522_APPROVED PLANS_20040630

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2_iz2!e&v
YYYYMMDD

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NEW PAVEMENT IN PARKING LOT
EROSION CONTROL AROUND DROP INLETS
6.7 NEW SPOT ELEVATION
GENERAL NOTES:
1. THERE ARE NO WETLANDS ON THIS SITE.
2. DIRECT ALL ROOF DRAINAGE TO THE
INFILTRATION SYSTEM.
NOW OR FORMERLY
---TOWN OF CAROLINA BEACLl---
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6.7 NEW SPOT ELEVATION
GENERAL NOTES:
1. THERE ARE NO WETLANDS ON THIS SITE.
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RESERVES VAN ACCESII)LE
PARKING Aa'A�'� W AM ONLY c
ASKMLUM Be 0.080 STANDNRD R7�8
ALUMINUM. BOLT TO TREATED WOOD OR
ALUMNUM POST WrM 3/8' CADMUM
PLATED NUM 8DLTS & WASHERS.
R7-
12*
Man
om Pwm ON
acommom -wmrpE
-a
ALUMWIAI OR TREATED 4"x4" WOOD P05T.
-+ire
MAXIMUM
=AIABLE-
I I
WOW" - +ram UNNOLM - WgE
I7 YM ACCESS� I I
TYPICAL HANDICAPPED SIGN DETAIL
Nrs
BLOCKING
DIMENSIONS
PIPE SIZE
AO
©
QC
UP TO 1 o"
4'--0'
2'-6"
3'-0"
1220 TO 18"
6'-O"
4'-0"
51-0"
18" TO 24"
81-OM
6'-O"
6'-O"
a „
A a,® GRADE
L UNDISTURBED SOIL
A
SQUARE
SECTION - PLUG
PLAN - BEND 18"
MIN.
" GRADE
MN. CK LL UNDISTURBED SOIL
PLAN - TEE SECTION -- BEND & TEE
CONCRETE BLOCKING DETAILS
NTS
PLAN
4" SIDEWALK CUT OR TOOLED
3000 PSI JOINTS
CONCRETE
SEE PLAN FOF
ORIENTATION
I
CONC. COLLAR
4
ASPHALT
PRECAST
BRICKRMASONRY
FLOW
3000 PSI CONC.
IF CURE HEIGHT IS 6", THEN:
"81" - ® 1.10 MAXIMUM SLOPE, SIDE
FLARE "A" IS 60" MINIMUM.
"132" - 0 1: 12 MAXIMUM SLOPE, SIDE
FLARE "A" IS 72" MINIMUM.
6"
1/4" YR
e
A . .
N. 6x6-10/10 W.W.M. \7coMPACTED �� O
SUBGRADE i
4- 6-
SECTION
CONCRETE SIDEWALK CONTROL JOINT
-L
NI
6x6-10/10 W.W.M.
1/2" ASPHALTIC PREFORMED
EXPANSION JOINT __\
-w,wrrwi cv
SUBGRADE
SECTION
WHEEL CHAIR RAMP
"6-
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
ap
PLAN
SECTION
DROP INLET DETAIL
nts
CASTING
NOTE: 2' X 2' DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUTY
ELEV. VARIES
2" TYPE 1-2 (NCDOT)
-6* BASE COURSE TYPE "A" (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
PAVEMENT SECTION
NTS
NOTES:
1. FENCE MESH SHALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES
WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIFI-
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
ING CONNECTORS.
3. STEEL POSTS SHALL BE 5'-0"
IN HEIGHT AND BE OF THE SELF
FASTENER "T" SECTION TYPE.
z
N
2' MIN.
STEEL "T" POSE
SILT FENCE-'
PLAN VIEW
CURB
NOTES:
SITE WORK NOTES:
1. SIDEWALK THICKNESS HA L BE 4" UNLESS
2. CONTRACTION JOINTS (C.J� SPACE SAME AS
NOTED OTHERWISE.
SIDEWALK WIDTH.
1. THE CONTRACTOR SHALL VISIT THE SITE. TO BECOME FAMILIARIZED WITH
19. REINF. CONC. PIPE SHALL BE CLASS III
W/RUBBER GASKETED JOINT OR
3. THICKEN SIDEWALK TO 6" AT DRIVEWPYS.
FIELD CONSTRUCTION CONDITIONS.
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT
ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT
20'
MAX. AT SIDEWALK
1/8"R TOOLED
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
20. USE WHITE LANE MARKING PAINT FOR
ALL PAVEMENT MARKINGS. PAINT
JUNCTIONS, AT STRUCTUR S AND AS NOTED ON
6. PROVIDE A LAYER OF 15 BLDG. FELT BETWEEN
PARALLELING CURB OR RUCTURE
SITE PLAN.
WALK AND ADJACENT
JOINT
I
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
SHALL BE A CHLORINATED RUBBER ALKYD,
MIXED, QUICK DRYING, NON -BLEEDING.
FS TT-P-115, TYPE III, FACTORY
7. REINFORCE w 6x6-10 10 W.W.M. STREETS.
� / 21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS WASTE AND WATER LINES.
�2" EXPANSION OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
)INT MATERIAL CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
EXPANSION JOINT_ (E.J.) LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
1/4"x1" DEEP w/AN WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
1/8"R TOOLED JOINT 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
CONTRACTION JOINT {C.J.) APPLICABLE LOCAL AND STATE CODES. EROSION CONTROL NOTES AND MAINTENANCE PLAN:
BLDG.-STRUCTURE 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
f�
ASSOCIATED WITH BORROW OPERATIONS. AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
SIDEWALK JOINT DETAILS RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
NTS WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR 2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.
11-6' PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% 4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
V-O" 6" OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
1 1 /2"R THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
CLASS A CONC. BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% APPROXIMATELY 50% FILLED. GRAVE WILL BE CLEANED OR REPLACED
o a a" OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3"R THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
WHERE NO STRUCTURAL FIL1_ IS TO BE PLACED THE UPPER 12 INCHES OF SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
- IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
° ° A e° . r STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
'(o ° TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
^ Q TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
4" ABC STONE REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
ABC STONE SHALL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
COMPACTED SUBGRADE ��/�� /���/ �/��/��/��/��1����� XTEND 6" BEYOND SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. AROUND THE DROP INLETS.
CURB & GUTTER SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
CURB SECTION REQUIREMENTS. 5. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
NTS 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN CONSTRUCT HIS WORK.
ON GRADING PLAN. GRADES INDICATING 6. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
FALL AWAY FROM CURB SHALL BE. SPILL 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
OFF TYPE CURB. GRADES INDICATING CURB OF EXISTING UTILITIES DURING CONSTRUCTION. NECES`'+ARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE:
ACCEPTING FLOW SHALL BE FLOW LINE TYPE. VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
MIKE UNDERWOOD AND ASSOCIATES AND PROVIDED BY OWNER. 7. MOF:E STRINGENT MEASURES SHALL_ BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
8. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THE PROJECT IS COMPLETED.
STEEL "T" POST RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES. 9. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
WIRE MESH FENCE PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CRIMP RING CONNECTOR 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CLOSE-OUT.
CONFORM TO NCDOT STANDARDS.
SYNTHETIC WOVEN
FILTER FABRIC 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
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I II FILL SLOPE
N 11111 17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
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SIDE VIEW
3' STAKE SPACING
EROSION CONTROL
AROUND DROP INLET
NTS
GROUND LINE
TO ANCHOR BOTTOM DIG
IN 6" DOWN & 6" OUT
STEEL "T" POST
FRONT VIEW
TEMPORARY GRAVELLED
CONSTRUCTIDN ENTRANCE
NTS
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS TEMPORARY/PERMANENT
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION. GRASS SPECIFICATION
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1.
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2.
RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3.
REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4.
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5.
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
ASPHALT PAVEMENT
6.
SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
STONE BASE
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8.
ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
FILTER FABRIC WRAP
9.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
30" PERFORATED
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
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CORRUGATED PLASTIC
AND SEEDING RATES.
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PIPE IN ROCK BED
10.
CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
ELEV.=25.20'
11.
SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
>/ b
24% BERMUDA GRASS
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EL�EV.=22.20'
20% TURF FESCUE
10% CREEPING RED FESCUE
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3/4" TO 1-1/2"
24% ANNUAL RYE GRASS
Imo- 7.15' ��
WASHED
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
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PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
STONE
GERMINATION SHALL BE A MIN, OF 85%.
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INFILTRATION TRENCH DETAIL
ALL DISTURBED AREA SHALL BF SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
NTS
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WILL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
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PROJECT #
04032
DES- JPN
CKD: JPN
DRWN: BLR
DATE 05-2
SHEEP
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