SW8060834_APPROVED PLANS_20061005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�i��.�`t'
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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INLET AND OVERFLOW
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8.0
50.0
34,I3
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8.0
RETAIL/OFFICE BUILIDIN
t
RAIL/OFFICE
BUILDING
2000 SQ FT
2000 SQ FT
T.
5.0
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RETAIL/OFFICE BUILDINC.RETAIL/OFFICE
BUILDING
3000 SQ Ft
3000 SO FT
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LONG
BEACH
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(NC
1 33)
50
FUBLIC
RIGHT
OF
WAY
WHEEL STOP DETAIL
NOT TO SCALE
TOP OF PAV'T.
,,---5/8" REBAR (2 REQ'D.)
INVERT OUT 89.06
INVERT IN 90.58 I I 1 j
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""�--- ASPHALT PAVEMENT
I UTILITY
HANDICAPED PARKIN PEDESTAL
UTILITY
TRANS
INLET AND <VERFLDW
SEE DETAIL ON SHEET C2
HEADER CURB EXISTING 24" RCP
INVERT IN 87.53
EXIStING DRI SWAY EXISTING DRIVEWAY EXIS1fING DRIVEWAY Q~
I 1- I I I_ ..
SITE LAYOUT PLAN 30' 0 30' -6 0'
SCALE 1' = 30'
SCALE, 1'=30' (Hor z.)
SITE DATA
ADDRESS: 4566 Long Beach Road (Tax ID 221 10 036)
4570 Long Beach Road (Tax ID 221 ID 037)
4574 Long Beach Road (Tax ID 221 ID 038)
AREA = 1.033 Acres (45,000 sq ft)
ZONING = C-LD (COMMERCIAL - OW DENSITY)
PROPOSED BUILDING AREA = 10,000 SF
PROPOSED ASPHALT PARKING = 22,754 SF
PROPOSED CONCRETE SIDEWALKS = 1.850 SF
TOTAL IMPERVIOUS SURFACE = 34,604 SF
BUILDING SET BACK REQUIREMENTS (PER C--LD)
FRONT YARD ........ 40'
REAR YARD .......... 15'
SIDE YARD ........,,. 8
OFF STREET PARKING REQUIREMENTS
MIN. SPACE SIZE = 10' WIDE x 18' LONG
NUMBER OF SPACES REQUIRED
1 SPACE PER 200 SF OF OFFICE RETAIL
(10,000SF/ 4 UNITS W/ 500 SQ FT STORAGE EACH
NET SPACE = 8,000 SQ FT/200 = 40 SPACES
SPACES PROVIDED: 38-10'x18' SPACES
±2_.- HANDICAPPED SPACES
40 TOTAL SPACES
2' TYPE I-2 -
BITUMINOUS CONCRETE
U'iroh aQ !'104 op.a°<
8' ABC STONE onB�a°
4' LIFTS COMPACTED TO°"� &0 ` o Q °°o p "• Op
100% AASHO - - - -
I
SUBGRADE
COMPACTED TO 100'/.
AASH❑ TO 6' DEPTH
ICI_.
ASPHALT PAVEMENT SECTION
NOT TO SCALE
CONTROL JOINT (3/4" DEEP W/
1/4" PAD) ® 6' Q.C.
LIGHT BROOMING
f1/2" EXP. JT. FILLER 0 48' Q.C.
I
4
4' 3000 PSI CONC.
a d U 4 U
G
COMPACTED SUBGRADE
NOTES : ALL EDGES TO BE EDGED W/ 1/4" PAD
CONCRETE WALK SECTION
NOT TO SCALE
BEFORE YOU DIG
STOP
CALL 1 800 9324949
N.C. ONE -CALL CENTER
k IT'S THE LAW A
LEGEND
ASPHALT PAVEMENT
a 4 a q
CONC. PAVEMENT :4
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TRAFFIC ARROW
NO WETLANDS EXIST ON SITE
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GENERAL NOTES �
SITE
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LONG BEACH ROAD (
133)
O3
IL
VICINITY MAP
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH
EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. EXISTING SURVEYING PERFORMED BY VCM (SEE BELOW)
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION
AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE
PERSONNEL.
4. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE
MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE,
ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES
AND NATIONAL FIRE PROTECTION ASSOCIATED CODES AND AS ADOPTED
BY THE AUTHORITIES HAVING JURISDICTION.
5. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS
FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO
ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
6. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED
PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING
PRIOR TO ORDERING OR INSTALLATION. THE CONSTRUCTION SHALL WAIVE ANY
CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE Q
EQUIPMENT. Q
7. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT 800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR O
CONTACT ANY
LOCAL UTILITIES THAT PROVIDE THEIR OWN OCATTOREXCAVATITO HAVE UTILITIES LOCATED.TOR SERVICESLINDEPENDENTLY. I.L�
8. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY
PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
WILL BE PAID FOR BY THE CONTRACTOR.
PAVING NOTES Q Q
1. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT m
STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT, W 0
APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL z
DEVICES SHALL BE PROVIDED IN ACCORDANCE NTH NCDOT TO MAINTAIN 0
SAFETY AND TWO WAY TRAFFIC. _ Z
2. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT g
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY W
MIXED, QUICK DRYING, NON -BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED Y
AT OWNER'S OPTION FOR NIGHT REFLECTING. O
3. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED. O
UTILITY NOTES
LO
1. UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST
AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR
COMPLETE, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT
LOCATIONS OF EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO
ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN HEREON OR NOT SHOWN
HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF THE
APPROPRIATE UTILITY COMPANY.
2. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP
LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE u
RESPONSIBILITY OF DEVELOPER. �D�pg3y
3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES
IN THE FIELD PRIOR TO GROUND BREAKING.
4. THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS:�1) ~
34"/FT FOR 4" LINES AND 2) 1/8"/FT FOR 6" LINES. CLEAN OUTS SHALL BE LO
PLACED AT 75' INTERVALS. co
5. SANITARY SEWER SERVICES SHALL BE PVC SCH 40 AND HAVE A FINAL Cd � qt
COVER DEPTH 4'-0" UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. Q N O
6. WATER SERVICE SHALL BE TYPE "K" COPPER FROM THE MAIN THROUGH THE (�
METER, THEN CHANGE TO PVC SCH 40 TO THE BUILDING. TYPE "K" COPPER
TUBING SHALL HAVE SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL J V
NOT BE USED FOR ANY PURPOSE ON THIS PROJECT. WHERE PIPING IS z Z
REQUIRED TO RUN BELOW BUILDING SLAB, IT SHALL BE INSTALLED WITHOUT
JOINTS BELOW SLAB. ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF W O w
S-O" UNLESS SPECIFICALLY NOTED OTHERWISE. { c a- Q
7. E C., TELEPHONE AND CABLE TV SERVICE ROUTING IS NOT PART OF THIS a:Q Q
Q }' J
8. SITE UTILITY CONTRACTOR TO PROVIDE WATER, AND SANITARY SEWER, TO
WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN •-•••
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS TO VERIFY LOCATIONS dN,, i
AND INVERTS PRIOR TO BEGINNING PIPE INSTALLATION. 1
9. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH BRUNSWICK Q
COUNTY PUBLIC UTILITIES REGULATIONS AND STANDARDS. MGN0
10. LATERAL SEPARATION OF SEWER AND WATER MAINS SHALL BE AT A� �l�®S���N / o
LEAST 10 FEET. WATER MAINS CROSSING OVER A SEWER SHALL HAVE AT
LEAST 18 SEPARATION. WATER MAIN CROSSING UNDER A SEWER MAIN, BOTy� ( NN?V CO, 1-�
THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERRO ? �\
MATERIALS AND WITH JOINTS EQUIVALENT 0 WATER MAIN STANDARDS NP �
DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING,F �`A
ii
SURVEY PREFORMED BY
8238 Moores Chapel Road
Charlotte, N. C. 28214
Phone: [phone]
Fax: [phone]
SHEET
C 1
of 3
JOB No.
Q38--001
I
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COARSE AGGREGATE
_CONSTRUCTION ENTRANCE f EXIT
NOT TO SCALE
DIRECTED ROOF DRAINS
TO ASPHALT PAVEMENT----.
AREA
L3 (TIE ONLY)
R FltAN I �4
A Rql ACT
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
C �I�tEFI Pd
�1_rrit���r �f�!
GRAVEL
FILTER FABRIC N.C.D,❑.T. CLASS B
SECTION RIPRAP, MINIMUM
12' THICK, TYPICAL
RIP -RAP ENERGY DISSIPATER
NOT TO SCALE
SITE BENCH MARK
OUTLET PROTECTION CENTER OF SANITARY SEWER MANHOLE COVER
5'Xi7'X12' CLASS B ASSUMED ELEVATION 93.66
STONE INVERT OUT 89.06
INLET AND OVERFLOW
98 SEE DETAILS -= INVERT IN 90.58 I I
-�.� -- ---� ■ �
L 95 � a 4` 1
......... L1 (TIE ONLY}
DIRECTED D❑Clip DRAINSI PF I
TO ASPHALT PAVEMENTI i
AREA
» 7
iy.
RETAIL/OFFICE BUI IN I� ROAIL/OFFICE BUILDING
I
2000 SO FT 2000 SO FT I
I I III
_ _ _
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41 I 40 I g RETAIL/OFFICE SU41w, R A!L/0 C�, ILDING
I i 3000 SO FT 3000 SO FN
DIRECTED Rd❑F DRAINS
TO ASPHALT PAVEMENT
AREA
4 .
INFILTRATI❑Nj TRENCH 'A'
432 LF OF INFILTRATION'
TRENCH I SEE DETAIL
woo -
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INLET AN OVERFLOW I
SEE DETAIL
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❑UTLE PROTECTION
5'X17412' CLASS B
ST❑N f 24' RCP
EXi ING DRIYEWAY INV.i2rf_ - -
EXIST. GRASSED DITCH \ an
9� STONE C❑NSTRUCTI❑N `9S
ENTRANCE
LONG BEACH R AD (NC 133)
60 .art GHT OF WAY
E EXISTING DRIVEWAY EXIStING DRIVEWAY EXISinNG DRIV Alt
INFILTRATI❑N TRENCH 'C'
816 LF OF INFI4TRATI❑N
TRENCH SEE D£TAIL
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q 35
34
I
----- DIRECTED R[mi DRAINS
TO ASPHALT PAVEMENT
AREA I
SILT FENCE FENCE
--INFILTRATItIiFILTRATION
TRENCH 'B"
432 LF OF
/ TRENCH SEE DETAIL
ri
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PIEDaL
I
UTILTy
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TIQN
SEE DETAIL I
--INLET AND tkERFL❑W
SEE DETAIL I
I
OUTLET PROTECTION EXISTING 24" RCP
5'X17'X12' CLASS B
9111,
- ❑UT T PR❑TECTICIN
12'X18' CLASS B
ST❑NE
EXISTING DRIVEWAY
I I _
GRADING, DRAINAGE AND EROSION CONTROL
SCALE s V = 30'
INVERT IN 87.53
WIRE FENCE AND
FILTER FABRIC
P❑ST(4 REQ'D.)
FINISH GRADE
SURGRADE
e
STORM DRAIN
CATCH BASIN i
10
'--0
MIN
SILT FENCE BLOCK AND GRAVEL
N❑TEs USE BLOCK AND GRAVEL INLET PROTECTION IN AREAS WERE SILT
FENCE INLET PR❑TECTI❑N CAN NOT BE INSTALLED.
INLET SEDIMENTATION CONTROL
NOT TO SCALE
LA L B)
(C) 1
30' 0 30, 60,
SCALD 1'=30' (Horiz )
HEADER CURB
PLAN
HEARER CURB
FILTER FABRIC
VERLAP
PERF. CORRUGATED
(ETHYLENE PIPE
57 WASHED STONE -
FILTER FABRIe--�
. SECTION
C❑NC, FLUME
OVERFLOW
ELEV. 99.0
- HEADER CURB
OVERFLOW
DROP INLET
GRAVEL SUMP
INFILTRATION TRENCH "A B AND C"
INLET AND CUB
SCALE
ROUTLET DETAIL TTO
BEFORE YOU DIG
STOP
CALL 1 800 632-049
N.C. ONE -CALL CENTER
` IT'S THE LAW
LEGEND
EXISTING CONTOUR
5-------
SILT FENCE
toy
EXIST. SPOT ELEVATION
20.0
SPOT ELEVATION
SWALE one
RIP -RAP OUTLET
PROTECTION
INFILTRATION TRENCH
INLET PROTECTION
LIMITS OF CONSTRUCTION
» I.= -
EROSION CONTROL NOTES
ER
1. ANY CONSTRUCTION ACTIVITY BEYOND THE 1.03 ACRE LIMITS SHOWN ON THE
PLAN IS A VIOLATION OF THE STATE EROSION CONTROL ORDINANCE AND IS
SUBJECT TO FINES.
DE 2. CONTRACTOR SHALT. REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF
CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN,
3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETION, DEBRIS,
EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY
OTHER UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE NTH OWNER AND THEIR GEOTECHNICAL
REPRESWNTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE
REMOVED FROM THE SITE AND DOSPOSED OF IN A PROPERLY PERMITTED
FACILITY.
6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM
A PROPERLY PERMITTED OFF -SITE FACILITY.
7. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 21
CALENDAR DAYS.
S. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
9. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD
INSPECTOR, ENGINEER, AND OWNER.
11. 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.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND
DISTURBING ACTIVITY.
2. HOLD A PRE --CONSTRUCTION MEETING WITH THE EROSION CONTROL
INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE
CLEARING AND ROUGH GRADING OPERATIONS TO ESTABLISH ANY DIVERSION
SWALES AND SILT FENCE.
4. ROUGH GRADE SITE AND INSTALL UNDERGROUND UTILITIES.
S. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED
UNTIL UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND
FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER.
6. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON
AS FINAL GRADES ARE ESTABLISHED.
7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE
STABILIZED, REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE
SEDIMENT FROM SEDIMENT BASIN AND RESTORE TO ORIGINAL DIMENSIONS.
EROSION CONTROL MAINTENANCE PLAN
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. THE SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL. GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY.
3. 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.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
5. GRAVEL CONSTRUCTION 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.
TEMPORARY SEEDING
NO WETLANDS EXIST ON SITE
GRASS TYPE
AMOUNT/
1ti00 S F.
TIME OF
SEEDING
INITIAL
RYE GRAIN
1-2 LBS,
NOV. THRU JAN.
25 LBS. 10-10-10
RMWNTOP MILLET
1-2 LBS.
JUNE THRU AUG
25 LBS. 10-10-10
PERMANENT SEEDING
ANI)UN1/
TIME OF
GRASS TYPE
1000 S.F.
SEEDING
INITIAL
BERMUDA, COMMON
1-2 LBS,
APRIL THRU JUNE
25 LBS, 10-10-10
FESCUE, TALL
5-7 LBS.
JUNE THRU A'
25 LBS. 10-10-I0
(KENTUCKY 31)
FER THRU OCT.
SERiiO A
LESPEDEZA (SLOPES)
L-2 LBS.
MARCH THRU APRIL
25 LBS, 10-10-10
GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND
GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER
THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER
OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE,
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE
PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON
THE PLAN.
000h
SURVEY PREFORMED BY
8238 Moores Chapel Rood
Charlotte, N. C. 28214
Phone: [phone]
Fax: [phone]
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JOB NO.
038-001
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