SW8950613_APPROVED PLANS_19961003

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 95 pk-o13
DOC TYPE
❑ CURRENT PERMIT
L APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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LEGEND
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LANDSCAPING
SITE PLAN
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DATE 06/0719l
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SITE DATA
TOTAL PROJECT AREA 3.42 ACRES
DISTURBED AREA: 3.42 ACRES
ZONING: B-2
REQUIRED PARKING 118 SPACES
PARKING PROVIDED: 118 SPACES
IMPERVIOUS ASPHALT AREA: 57,000 SF
LANDSCAPING AREA REQUIRED: 4.560 SF
LANDSCAPING PROVIDED: 8430 SF
LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS
LISTED IN SECTION 67-1.
(1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR
ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES
OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN
ACCORDANCE WITH SECTION 67-8.
(2) DESIGN CRITERIA LANDSCAPING SHALL BE REQUIRED
FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS.
(A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP
EIGHT (8) FEET IN WIDTH SHALL BE REQUIRED ALONG
ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED
PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY
EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. IF A
BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH
SECTION 657-4. THAN THE TEN FOOT WIDTH MAY BE
INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90)
(8) PARKING LOT INTERIORS - INTERIOR LANCSCAPING
IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE
PARKING LOT PERIMETERS. INTERIOR LANDSCAPING
SHALL BE PROVIDED EQUAL TO 8R OF THE TOTAL AREA TO
BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER
VEHICULAR USE OF PEDESTRIAN USE. INTERIOR
LANDSCAPING SHALL BE IN THE FORM OF PLANTING
ISLANDS. EITHER SEPARATE OR PROTRUDING FROM THE
PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO
HORIZONTAL DIMENSION OF LESS THAN TWELVE (12)
FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS
THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH
APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL
BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET
FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL
BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER
FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED
YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR
DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88)
MAINTENANCE
(1) ALL EXISTING VEGETATION THAT IS USED TO MEET
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING
MATERIAL AND ALA. REQUIRED BERMS SWILL BE MAINTAINED BY THE
OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF
THE DEVELOPMENT. (3/9/88)
(2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLEANED
AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING
BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL
BE KEPT FREE OF UTTER AND ADVERTISING.
WIRE SCREEN
FILTERED WATER OVERFLOW
OVERFLOW RUNOFF/ l� ,��
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TYPICAL HYDRANT
(TRAFFIC TYPE)
N.T.S.
A
STEEL OR W000 POST
WIRE FABRIC
-
MIN. 12-1/2 GA b
FILTER FABRIC
INTERMEDIATE WIRES J
II
0
II
ANCHOR FABRIC SKIRT
b
I f
AS DIRECTED BY ENGINEER
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NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND CURB BEYOND
SHALL HAVE A MIN. OF SIX UNE WIRES WITH IT STAY
SPACING. SLOPE UP 1:12
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF to
36' IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-Li' IN HEIGHT AND BE OF THE HANDICAP RAMP
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' @ PARKING
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE N.T.S.
1 1 IT LONG
TEMPORARY SILT FENCE
1'-6" x 1'-O" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
ba
TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL.
BOLT TO WD. POST W/ 3/8' CANDIUM
PLATED NUTS, BOLTS &WASHERS.
❑
9' x 1'-0' x .080 STD ALUM. SIGN
-
TO READ "VAN ACCESSIBLE.".
BOLT TO WD. POST WITH 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS
9' x 1'-0' x .080 STD ALUM. SIGN
"
TO READ MAXIMUM PENALTY =100,
r.. 1 r GS 20-37.6. BOLT TO WD. POST
GgygS WITH 3/8' CANDIUM PLATED
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. FINISH(
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - W14TE TREATED WOOD 47x4" POST. GRADE
PENALTY rm» ACCESSIe x/s m1 -I I I -I 1 I=4 LI I 1=1 1I-
t,
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROUND - WHITE allam ND - WHITE
TYPICAL HANDICAPPED SIGN DETAIL
N.T.S.
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JH�HI IL '
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SEDBMETR I \\
WIRE SCREEN `--CIMB INLET
2x4 WD STUD
SPECIFIC APPUCATION
THIS METHOD OF INLET PROTECTION IS
APPUCABLE AT CURB INLETS WHERE AN
OVERFLOW CAPABILITY IS NECESSARY TO
PREVENT EXCESSIVE PONDING IN FRONT
OF STRUCTURE
AROUND INLETS
BLOCKING
DIMENSIONS
PIPE SIZE
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STANDARD DRIVEWAY
DETAIL - TAPERED
N.T.S.
NOTES:
1. SIDEWALK THICKNESS SHALL Br 4' UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6' AT CRNEWAYS.
4. THICKEN SIDEWALK TO 6' IN LLST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/Y EXPANSION JOINT (E.J.) 1EQU1RED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURRES, MD AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15/ BLEB. FELT BETWEEN WALK AND ADJACENT
PARALUNG CURB OR STRUCTURE.
7. REINFORCE W/5x6-1O/10 W.WM.
1/8'R TOOLED
II- -
AI I r -Iff L15
PVC PIPE J, A
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LLrL rat LerL
ArJ�JrF
PLAN - OUTLET STRUCTURE
GAIN. BW GRATING - t x I/O BEARING BARS. FASTEN TIBIA
TYPE J CUPS ATTACH TO 1-1/C x 1-1 1 Ole GALWV@D ATTACH
ONCE FIYIE IIORIOR FNIE TO TOP OF WI ET SBIICTME.
TOP BAN(- MW4!� 7 �OOR
®--I1 /
JOINT EMATE UL ---' .
so' MAX, SPACING EXPANSION JOINT (E.J.)
' •4 ,, •' 1/4"A" DEEP w/AN
.c 1/8'R TOOLED JOINT
QL
CONTRACTION JOINT (C.J.)
W YIIfNI® MIN /rn f
N.T.S.
e
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JONNT RESWNT
NYAPWT TO 1ST FULL JW OF PIPE
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.ANT RESTRNM
NYDR,UAT TO APIN TE£
a', J
GUIDELINES FOR HYDRANT
JOINT RESTRAINT
N.T.S.
a
CURB
mm
a:
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Y I- FRAME AND GRATE
�DEWEY BROS. MODEL CH-BN-2001
II OR EQUAL
1
fff���
�26" MIN.--I-I V(CONCRETE
E BRICK
/4 O 1Y EACH WAY OCN. RIG.
7'
PLAN VIEW
1/2" 6'-1 1"
II �- 7/fro HOLES -
FRONT VIEW
1 2" 8•' 1 2" REINFORCING:
4 - }4 REBAR
Y4'5'I CONCRETE:
4000 PSI O
' 28 DAYS
to 1n
WIDTH x LENGHT x HEIGHT
END VIEW g 7-� 5"
INHEEL STOP DETAIL
N.-.S
COARSE AGGREGATE
FLOOD POOL 31.10
POOL MAX)
L� b
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} L r - I ott1lL LLIv. 2sm
SECTION A - A
DETENTION POND
OUTLET STRUCTURE
2" TYPE I-2 (NCDOT)
6" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
N.T.S.
CLASS A CONC:
ASPHALT
t
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c
1
71
CURB SECTION
N.T.S
CURB BEYON
C71i
�SLOPE 1:12
4
..'�.'�
,4.
CURB AND GUTTER
AT H-CAP RAMP
N.T.S.
PIPE I
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SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY .REQUIREMENTS AS
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS,
SHRUBBERY, ASPHALT, CONCRETE. STRUCTURES. BURIED UTILITIES,
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FINING, REMOVE ALL TOPSOIL,
WOOD. LEAVES. AND ANY OTHER UNSUITABLE MATERIAL
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REWIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
S. DISPOSAL: CLEARED. GRUBBED. STRIPPED OR EXCAVATED SPOIL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT TI,'E TOP r TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUB EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
SM OR SC. FILL MATERIAL SHALL THEN 8E PLACED IN LAYERS NOT TO
EXCEED Ni AND COMPACTED TO AT LEAST 95X OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D-698), WITH THE UPPER 12 INCHES OF
SUBGRADE BEING COMPACTED TO 98X OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF
THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SWILL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
JACK G. STOCKS AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSTTE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTNJTIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE DESIGNED AND INSTALLED TO MEET
LOCAL AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET AL
LOCAL REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE
17. SEE GEOTECHNICAL REPORT NO. 613-94 DATED DECEMBER 2. 1994 FOR
ADDITIONAL REQUIREMENTS,
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUWITRES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETTA JOINT OR
RAM NECK. INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE II,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
3 HORIZONTAL.
22. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE
23. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT IS COMPLETED.
24. MORE STRINGENT MEASURES SILL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSSIBLE
26. CONSTRUCT THE DROP INLETS WITH PRO, ECTION TO ACT AS A SILT BASIN
DURING CONSTRUCTION.
27. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMAIJENT MEASURES WILL BE WELL ESTABUSHED BEFORE PROJECT CLOSE-
OUT.
29. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
29. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
30. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF ROOF DRAINS. THE GENERAL
CONTRACTOR IS RESPONSIBLE TO CONNECT THESE LINES TO THE UNDERGROUND
DOWNSPOUT DRAIN AT THE REQUIRED DEPTH TO DRAIN. ALL UNDERGROUND
DOWNSPOUT DRAINS SMALL HAVE A MINIMUM SLOPE OF 1% AND BE Li SCH
40 PVC PIPE.
31. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE A
MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION EXCEPT
AT ENTRANCES AND ENTRANCE TRANSITIONS.
8' HIGH
CONCRETE CURB
ASPHALT
+ .. • . .. PAVEMENT
T=III-I11 III 11 ..
N.T.S.
CASTING
NO E DEWEY BROS.
I I CH-BN JA FOR CATCH
I I BASINS AND CH-BN-47
CONIC. COLLAR 1 I FOR YARD INLETS
L----------- J
PLAN
P-M
TYPICAL CURB INLET TEMPORARY GRAVELLED
24' CURB AND GUTTER NTS C 0 \I STR U CTI O N ENTRANCE
N.T.S.
ai
NT
NOTE
DROP INLET TO HAVE SAND
TRAP, DROP FOOTING tY k
SECTION LEAVE OPENING AS SHOWN
DROP INLET DETAIL
N.T.S
AND C
�S)I DEWALK
GRASSING DETAIL
SEEDING MIXTURE
SPECIES I RATE (Ib/ocre)
PENSACOLA BAHLAGRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LIME AND FERTIUZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre
GROUND AGRICULTURE LIMESTONE AND 5W lb/acre 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/acre GRAN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTIUZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
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III
94263
DES. JPN, JAK III
DRWN. ELW
DATE 06/07/96
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