SW8990453_APPROVED PLANS_20140906 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 CA90 LA53
DOC TYPE
❑ CURRENT PERMIT
51 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2014 0c1 d �-v
YYYYMMDD

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EDGE PAVEMENT
GOLEY HEWETT RD SE
R/W VARIES
BEFORE YOU DIG
STOP
CALL 1 600632-4949
N.C. ONE -CALL CENTER
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30' 0 30' 60
SCALE: 1"=30' (Horiz.)
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SITE
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SITE DATA
ADDRESS: 1640 GOLEY HEWETT ROAD
AREA = 4.49 ACRES
ZONING = CO R-7500 - PUD
EXIST BUILDING AREA = 2,091 SF
PROPOSED BUILDING AREA = 8.956 SF
TOTAL BUILDING AREA = 11,047 SF
BUILDING SET BACK REQUIREMENTS
FRONT YARD ........ 25'
REAR YARD .......... 25'
SIDE YARD ........... 25'
OFF STREET PARKING REQUIREMENTS
MIN. SPACE SIZE = 9' WIDE x 18' LONG
NUMBER OF SPACES REQUIRED
1 SPACE PER 100 SF
(11,047 SF / 100).............................. 111 SPACES
SPACES PROVIDED: 111-9'x18' SPACES
HANDICAPPED SPACES
116 -TOTAL SPACES
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TAYLOR CONSTRUCTION, INC
1406 CASTLE HAYNE RD.
WILMINGTON, INC
910.251.1181
Design
Elements
Michael L. Saieed, Jr., AIA, AIBD
Archlt ct
1213 Culbreth OrWe. Suite 142
Wilmington, North Carolina 28405
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GENERAL NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH
EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE."1.,^^'°
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2. EXISTING SURVEYING PERFORMED BY B.M. LONG SURVEYING AND SUPPLIED
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BY THE OWNER.n
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION
AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE
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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
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FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO
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ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
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6. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED
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PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING
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PRIOR TO ORDERING OR INSTALLATION. THE CONSTRUCTION SHALL WAIVE ANY
CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE
EQUIPMENT.
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7. CONTRACTOR SHALL NOTIFY NORTH CAROLINA CALL" AT
800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
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EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
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8. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY
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PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
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WILL BE PAID FOR BY THE CONTRACTOR.
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8. NORMAL HIGH WATER LINE FLAGGED BY SOUTHERN ENVIRONMENTAL GROUP.
INC. ON NOV. 29, 2005 VERIFIED BY TOWN OF SUNSET BEACH CAMA LPO.
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SURVEY OF FLAGGED NORMAL HIGH WATER BY GEOINNOVATION DEC. 2005
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PAVING NOTES
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1. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT
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STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT.
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APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL
DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN
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SAFETY AND TWO WAY TRAFFIC.
2. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
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SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY
MIXED, QUICK DRYING, NON -BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED
AT OWNER'S OPTION FOR NIGHT REFLECTING.
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3. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM
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COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
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UTILITY NOTES
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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
RESPONSIBILITY OF DEVELOPER.
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)
"/FT FOR 4" LINES AND 2) 1/8"/FT FOR 6" LINES. CLEAN OUTS SHALL BE
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PLACED AT 75' INTERVALS.
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5. SANITARY SEWER SERVICES SHALL BE PVC SCH 40 AND HAVE A FINAL
COVER DEPTH 4'-0" UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
6. WATER SERVICE SHALL BE TYPE "K" COPPER FROM THE MAIN THROUGH THE
T�
METER, THEN CHANGE TO PVC SCH 40 TO THE BUILDING. TYPE "K" COPPER
TUBING SHALL HAVE SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL
NOT BE USED FOR ANY PURPOSE ON THIS PROJECT. WHERE PIPING IS
REQUIRED TO RUN BELOW BUILDING SLAB, IT SHALL BE INSTALLED WITHOUT
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JOINTS BELOW SLAB. ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF
3'-0" UNLESS SPECIFICALLY NOTED OTHERWISE.
7. ELEC., TELEPHONE AND CABLE N SERVICE ROUTING IS NOT PART OF THIS
PLAN.
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8. SITE UTILITY CONTRACTOR TO PROVIDE WATER, AND SANITARY SEWER, TO
WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN
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CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS TO VERIFY LOCATIONS
AND INVERTS PRIOR TO BEGINNING PIPE INSTALLATION.
9. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH BRUNSWICK
COUNTY PUBLIC UTILITIES REGULATIONS AND STANDARDS.
10. LATERAL SEPARATION OF SEWER AND WATER MAINS SHALL BE AT
LEAST 10 FEET. WATER MAINS CROSSING OVER A SEWER SHALL HAVE AT
LEAST 18" SEPARATION. WATER MAIN CROSSING UNDER A SEWER MAIN, BOTH
THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS
SHEET
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A
DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF
RECEIVED
ACR H CAIR UNA ENVIRO"IMSNTAL
AUG Z 3 2006
9�1'lA ,w ENT CO"�"A SSi0N
G'`iSiaP OF WATER QUALITY DWQ
of 4
JOB NO.
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032-001

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GEOGRID REINFORCEMENT,
GRANULAR DRAINAGE ROCK 0.25 in TO 1.5 in
TYPE AND LENGTH VARIES
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PER WALL DESIGN
FINISHED GRADE
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SEED AS SPECIFIED
IN SEEDING SCHEDULE
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TIME OF
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INITIAL
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
PERMANENT SEEDING
AMOUNT/
TIME OF
GRASS TYPE
10DO S.F.
SEEDING
INITIAL
BERMUDA, COMMON
1-2 LBS.
APRIL THRU JUNE
25 LBS 10-10-10
FESCUE, TALL
-7 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
KENTUCKY 31
FEB. THRU OCT.
SERICEA
LESPEDE(SLOPES)
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-1D-1D
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CALL 1 800 632-4949
N.C. ONE -CALL CENTER
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PUMP STATION
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1406CASTLE dAYNE RC.
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WILMIN(1TON, NC
910.251.1181
T M C
30' 0
30' 60'
'
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TAYLOR CONSTRUCTION, ING j- DeS1 n
SCALE:
1"=30' (Horiz.)
•01,110, ��'
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Elements
Michael L. Saieed, Jr., AIA, AIBD
AIcWlill
I>Iry CNtrul'.Olve. 1-14,
W;W.L^.g\O'.. NTT CVUF,: iB6Ji
EXIST. GRADE
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EROSION CONTROL NOTES 1
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1. ANY CONSTRUCTION ACTIVITY BEYOND THE 2.51 ACRE LIMITS SHOWN ON THE PLAN P.
IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO
FINES.
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2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF ""O\iI6 Ky
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CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, V �j
EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER
UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
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REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.„y „ OO
5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM A
PROPERLY PERMITTED OFF -SITE FACILITY. J
7. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF O O
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 21 CALENDAR
DAYS. cn
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY Q
A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT. Q
9. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. U
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10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD Z W
INSPECTOR, ENGINEER, AND OWNER. Q
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11. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 CALENDAR co ca
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DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS
WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER. U
CONSTRUCTION SEQUENCE W m z
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING Q M z
ACTIVITY. Z J O
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR. Q U Y
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3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE CLEARING
AND ROUGH GRADING OPERATIONS TO ESTABLISH DIVERSION SWALES AND SEDIMENT WQ z
BASIN. Q O
4. ROUGH GRADE SITE AND INSTALL UNDERGROUND UTILITIES. Z 2 m
5. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL Q
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER. Q _
6. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL
GRADES ARE ESTABLISHED. a
7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, Z Z
REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT
BASIN AND CONSTRUCT BIORETENTION.
EROSION CONTROL MAINTENANCE PLAN Z
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. CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE^/
SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. CHECK THE EMBANKMENT, SPILLWAYS
AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND
OTHER DEBRIS FROM THE RISER AND POOL AREA.
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. INSPECT THE FABRIC BARRIER OF ALL INLET PROTECTION AFTER EACH RAIN AND
MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT FROM POOL AREA AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO sIva
DAMAGE OR UNDERCUT THE FABRIC DURING SEDIMENT REMOVAL. WHEN THE
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL
MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY. BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT
IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
5. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER. uu
6. 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.
GRADING NOTES u�u
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. SHEET
5.
ALL BANKS AND
SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN
3:1
6.
SLOPES.
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
of
JOB NO.
PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
032-001

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2" TYPE 1-2
BITUMINOUS CONCRETE
e° C�°'
8 .°pO°O°° o8�'oa Oho® �Qe°° 6' Z
�O°°O,q 3/4" Radlus
8" ABC STONE o�g°b°o°oo ..°°°°°e°°ao off,°a0e°
4" LIFTS COMPACTED TO QO o a°o, °°,off°°°ao°°eO°°°Q °°°oo ° _
100% AASHO — N —1. III —III _
COMPACTED TO 100% IIII —III— — —III—III— III =III—IIII I I a m AASHO TO 6" DEPTH -III III —III- -III —I I I—
�I—III—
ASPHALT PAVEMENT SECTION ABC
3000 P.S.I. Cone.
ASPHALT PAVEMENT - o
I
E I
CONTROL JOINT (3/4" DEEP W/ NOT TO SCALE a
1/4" PAD) 0 6' O.C.
-__
LIGHT BROOMING - r
Stabilized Subgrade
1/2" EXP. LT. FILLER 0 48' O.C.
r. .
4" 3000 PSI GONG. HEADER CURB DETAIL`
—OI—IIII II—IIIII—IIIII—IIII) o III NOT TO SCALE
I I
COMPACTED SUBGRADE
2"R PAVEMENT TO OVERLAP
GUTTER BY 1/4"
NOTES ALL EDGES TO BE EDGED W/ 1/4" PAD 3"R
CONCRETE WALK SECTION N c a 33/4"R f 111
NOT TO SCALE � e
SOD ALL SLOPES ABOVE PERMANENT POOL EL.
6:1 SHELF BELOW PERMANENT POOL
TOP OF BERM SEE PLAN PLANTED WITH SUITABLE WETLAND
3 SPECIES OR VEGETATION.
77
PERMANENT POOL EL 22.0
2"
WET DETENTION POND PLANTING -- �
CONTRACTOR TO INSTALL ON THE 6:1 - �1 5'
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24" POND SECTION A SUITABLE PLANTS
O.C. IN A CHECKERBOARD PATTERN. NOT TO SCALE BLUE FLAG IRIS
CANA LILY
DICKEREL WEED
WEIR
EL. 22.47
PLAN
5' PRECAST BOX
15"_
CONCRETE
ANTI -FLOTATION BLOCK I` 6
FILL BOX TO 2.5DEPTH
NOTE: CONTINUOUS
RUBBER WATER STOP AT
ALL CONSTRUCTION SECTION
JOINTS
OVERFLOW STRUCTURE
NOT TO SCALE
n
8" 16"
3000 P.S.I. CONC.
24"
NOTE: WHEN USED ON THE HIGH SIDE OF ROADWAYS, THE CROSS SLOPE
OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT
PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6" UNLESS
OTHERWISE SHOWN. !✓
2' CURB AND GUTTER DETAIL
NOT TO SCALE
-CONTRACTOR TO PROVIDE ANGLE
IRONS AND SAFETY GRATE.
TOP EL. = 23.50
WEIR EL. = 22.47
4" THREADED PLUG
4„ PVC TEE
4" PVC CAP w/ 1.2'0
I DRILLED HOLE
5' PRECAST BOX
AVAILABLE FOR ALL v
PLASTIC PIPING SYSTEMS
6" DIA. STEEL PIPE
FILLED w/ CONCRETE,
PAINTED YELLOW
N
a
INGLu6" THICK 3000
u
PSI CONCRETE
SURROUNDING
BOLLARD
BOLLARDDETAIL
SCALE
NOT TO
H.C. PARKING SIGN
2' CURB AND GUTTER
EDGE OF PAVEMENT
WHEEL STOP
TE STRIPES
PARKING STALL HANDICAPPED
PARKING STALL
PARKING DETAIL
NOT TO SCALE
I�
_ TOP OF PAV'T.
WHEEL STOP DETAIL
NOT TO SCALE
CAST IRON H-20 RATED GRATE
FOR DETAILS SEE PAGE 4B
INLET AND OUTLET =
ADAPTORS AVAILABLE
4" THRU 12" w
VARIOUS TYPES OF OUTLETS
WITH WATERTIGHT ADAPTORS
FOR: Z
SDR-35 SEWER -
CORRUGATED POLYETHYLENE w
SCHEDULE 40 DWV
CORRUGATED PVC Q
RIBBED PVC
12" DRAIN BASIN '
HDPE INLINE DRAIN
NOT TO SCALE
COMPACTED SELECT BACKFILL.
TA Mr DI Anrn OJ a" _ A" I Vroc
1406 CASTE HAY E RD,
WILMNC+T(NJ, NO
T M C 910.251.1181
TAYLOR CONSTRUCTION, INC
�5/8" REBAR (2 REQ'D.)
SECTION
•(1) ADAPTORS CAN BE
MOUNTED ON ANY ANGLE
0" TO 359'. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTORS SEE SHEET
� it I
12" a
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•(2) MAXIMUM �o
RECOMMENDED _Z
OVERALL HEIGHT 10' f m
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syNTNenc F l�Fl p�ST
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ISOMETI
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SILT FENCE DETAIL `�RogeR��
SCALENOT TO gcT
WIRE FENCE AND
FILTER FABRIC
4 REQ'D.)
FINISH GRADE
STORM DRAIN
CATCH BASIN
BLUE ON H.C.
STALL SIDE
WHITE
WHITE
CONSTRUCTION E IT NTRANCE/EX
SCALE
NOT TO
SILT FENCE BLOCK AND GRAVEL
NOTE: USE BLOCK AND GRAVEL INLET PROTECTION IN AREAS WERE SILT
FENCE INLET PROTECTION CAN NOT BE INSTALLED.
INLET SEDIMENTATION CONTROL
NOT TO SCALE
Design
Elements
Michael L. Saieed, Jr., AIA, AIBD
A.h '
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DESERVED
PARKING LEGEND &
BORDER - GREEN
WHITE SYMBOL ON
BLUE BACKGROUND
I► / WHITE BACKGROUND
Il�ll
N,,,� 3/8" HOLES LOCATED FOR ALIGNMENT
WITH HOLE DRILLED ON 1" CENTERS
IN METAL POST, (MOUNT WITH
5/16"x 2 1/4" BOLTS, TOP AND
BOTTOM OF SIGN.)
1. METAL POSTS TO BE GALVANIZED. aLL BOLTS, NUTS, WASHERS
AND SCREWS MUST BE RUSTPROOF.
2. CONCRETE FOR FOOTING SHALL BE OF PORTLAND CEMENT AND
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I.
;'II II
3. SIGNS WILL BE FABRICATED BY USING A REFLECTING COATING
IN THE SYMBOL, MESSAGE AND BORDERS APPLIED TO A SHEET
ALUMINUM BACKING (0.80" IN THICKNESS).
4. MESSAGE LETTERING SHALL BE UPPER CASE (SERIES B)
2" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEEL-
CHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A
SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED.
STD. 595a, COLOR #15180).
CONC. FOOTING 6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB.
TYPE R7-8 SM FOR THE PHYSICALLY RECEIVED
HANDICAPPED
NOT TO SCALE
REF: SEP 2 9 2006
DW
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of
JOB NO.
032-001

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NO7E:DUM
MOVED. SM
NOT
NOTE: BOCCE BALL COURTS ADDED BY POA GROUP.
| } / +/- 1,200 5� IMPERVIOUS SURFACE
NO SIDEWALK INSTALLED ,
SO INLET
TOP EL. 27.17
INV. EL 24.17
YARD GAME AREA
clu
NOTE: PIPING SYSTEM LAYOUT MODIFIED FOR
CONSTRUCTABILITY AND TO PICKUP ROOF DR`
\5YSTEM ON THE NORTH EAST SIDE
UILDING
GE IMETRY OF PARKING LOT'qHANG SO INLET #6
RE LICED OVERALL BUA INV. EL 24.39
-5D INLET #7
TOP EL 27.17
/INV. EL23.07
/
75LF 12" HOPE
MATCH EXISTING FENCING AROUND POOL
42" TALL YERT1CAL PICKETS < 5 03
KICK PLATE 2^ ABOVE GRADE -
CORE DRILL AB
CAPSTONE TO ALLOW
FENCE POST
AO CAPSTONE `
#4 BOND BEAM CONTINUOUS
SOLID GROUT CORES OF
TOP FOUR COURSES OF ----'--
BLOCK AT EACH POST
ALLAN BLOCK UNIT
------
GRANULAR DRAINAGE ROCK 0.25 in TO 1.5 in.
LESS THAN 10% FINES
FINISHED GRADE
RAIL EDGE OF BOCCE BALL
5' SW - 4" MIN. 3000RT
WEAVEF�����ROUGHWEBTHE CORES OF THE BLOCK.IPSI
REINFORCING `�`~~/�`-�' ^-^
REMOVE WEB PIECES AS NEC[S3ARY FINISHED GRADE
TOP EL. 28.0 PSI MIN W/ WEB 4 in DRAIN TILE
INV. EL 23.49 REINFORCING
BERM NOT TO SCALE
95LF 6" ROOF DRAIN
t 'C_ RETAINING WALL
TSOD IN IL
INV. ELI )2?0.
INLET #11
TO EL. 24.25
I'SIiL�: INN EL 20.54
44 18 HOPE
RETAINED SOIL
\E0GR0 INSTALLED TO A
MAXIMUM OF ONE BLOCK BELOW
TOP OF WALL FOR FENCE
5TAM|UTY. GRID LENGTH AND
7l1'[ TO BE DETERMINED FOR
FENCE STABILITY.
`E0GR|D REINFORCEMENT,
TYPE AND LENGTH VARIES
PER WALL DESIGN
SOIL
T[K��[l�0��� ����|N[`
/�-/m/��|�r�/�/ `��-�~��||n��
GRASS TYPE
AMOUNT/
1000 S.F.
LME OF
NG
INITIAL
�����8�[�T ����|N[�
|�~|�w/r�/n�~/n| ^��~�~�///n��
AMOUNT/
TIME OF
GRASS TYPE
10DO S.F.
SEEDING
INITIAL
EL. 24.25
OUTLET PROTECTION
SLONE
C WALK
TOP 24.0' ACTUAL
et
FF27,
DRAFl
I if
or
SD MANHOLE #1
TOP EL. 28.00
|NKB~21.20"
TOP EL. 2�V
`12
'
INKEL2O�O5(l5")
INV. EL 19�3O
TOP 28.5 ACTUAL
\32.0±
ACTUAL
TOP EL. 2O�5
|NV19.00' ACTUAL
INV. EL2V.55(6")
TOP EL. 29.8
INV. EL21.7(10")
BEFORE YOU DIGPIPE
STOP
`
ADDED TO ROUTE OFF SITE FLOW
THROUGH SITE. RIP RAP LINED CHANNEL
AND RIP RAP ENERGY DISSIPATER
K
CALL 1000 632 4949N
auuEu TO Emu OF p|pE
vmmm�vp'
��
w.oONE-CALL CENTER
NOTE: OWNER ELECTED TO INSTALL GRASS INSTEAD OF
ASPHALT. GRASSED AREAS ARE USED FOR OVERFLOW PARKING.
AREA WAS PROOF ROLLED AND SUPPORTS A GRASS SURFACE.
ALL CHANGES IN GE0MET[RY FROM THE PERMIT PLAN ARE
SHOWN ON THIS PLAN. ^
NOTE: PORTIONS OFTHE PARKING LOT WERE NOT
PAVED UNDER THIS CONTRACT. THE GRASS SURFACES
THAT WERE NOT PAYED ARE STILL CONSIDERED
IMPERVIOUS UNDER NCD[NR AND BRUNSYMCK COUNTY
��
REGULATIONS.^ I/�
T0��
��vo��
13esi
�N��1�m
30` O 30` 80`
SCALE: 1"=30` (Hnrizj
LEGEND
EXISTING CONTOUR
15
PROPOSED CONTOUR
5
LIMITS OF CONSTRUCTION
LOC
N&
EXIST. SPOT ELEVATION
20.0
SPOT ELEVATION
SWALE
RIP -RAP OUTLET
PROTECTION
PROPOSED STORMDRAIN
PIPE
DRAINAGE BASIN LIMITS
3- 9.6'
SEED AS SPECIFIED
IN SEEDING SCHEDULE
�
4_
�y��1/�1�����f�l��
EXIST. GRADE
N=
50AUE AND BERM TO BE CONSTRUCTED PER
NOT TO SCALE ELEVATIONS 3HU0M ON THE GRADING PLAN
SEED AS SPECIFIED
IN SEEDING SCHEDULE
3'
EXIST. CONIC
PAVEMENT 4
^
SECTONw �J0�T�|p^"5'\FIAr'�`on�K��GT.�[ `~�
NOT TO SCALE
�J^78/�
�
EROSION CONTROL NOTES
1. ANY CONSTRUCTION ACTIVITY BEYOND THE 2.51 ACRE LIMITS SHOWN ON THE PLAN
IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO
FINES.
2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF
CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS' STUMPS, VEGETATION, D[BR|S,
EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER
UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GE8TECHN|CAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
O. 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 NUTM|N 21 CALENDAR
DAYS.
O. APD|l10NAiMEASURES TOCONTROL 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 UENC[3 MAY BE REQUIRED AS AGREED UPON BY THE FIELD
INSPECTOR, ENGINEER, AND OWNER.
11. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 CALENDAR
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.
3. HOLD A PRE- CONSTRUCTION MEETING NTH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENC[, COMMENCE CLEARING
AND ROUGH GRADING OPERATIONS TO ESTABLISH DIVERSION 3WALES AND SEDIMENT
BASIN.
4. ROUGH GRADE SITE Adi'V INSTALL UNDERGROUND UlUUll[S.
5. PROVIDE TEMPORARY PROTECTION MEASURES AND OENC[3 AS REQUIRED UNTIL
UNDERGROUND V7lUll[5 AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED NTH TEMPORARY VEGETATIVE COVER.
V. STABILIZE (F[RllUZ[' SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL
GRADES ARE ESTABLISHED.
7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STAB|L|ZED,
REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT
BASIN AND CONSTRVCTB|0RETENllUN.
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 WADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE
SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. CHECK THE EMBANKMENT, SPILLWAYS
AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND
OTHER DEBRIS FROM THE RISER AND POOL AREA.
J. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE 0N[N IT BECOMES
ABOVTO.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4. INSPECT THE FABRIC BARRIER OF ALL INLET PROTECTION AFTER EACH RAIN AND
MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT FROM POOL AREA AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO
DAMAGE DR UNDERCUT THE FABRIC DURING SEDIMENT REMOVAL. MEN THE
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED. REMOVE ALL
MATERIALS AND ANY UNSTABLE SEDIMENT AND 05PV5E OF THEM PROPERLY. BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT
IT. APPROPRIATELY STABILIZE ALL DARE AREAS AROUND THE INLET.
5. ALL AREAS WILL BE FERllUZ[D, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
b. GRAVEL CVNSTR|CllON 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 6 INCH DEPTH.
-MAINTAIN
GRADING NOTES I
1. INITIATE EROSION CONTROL SEQUENCE BEFORE E3[0|NN|N8/ 8
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%VF MAXIMUM DENSITY.
5. ALL BANKS AND 5WALE 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 GRAD[.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE
PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
4
EXIST. GRADE
co
JOB NO.
032-001

n
SUPPL 211
S
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211
41,Lfl SOU
)1 {p qT
9
SITE
TO
WINDING
Oyy RIVER
ti
90 Z,
VICINITY MAP 90 01
NTS
CLEARWATER PLACE
LIMITS OF DISTURBANCE
AREA = 3.81 ACRES
\O • \ LP
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IJFT STA'
\
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API
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If PINEAK
\
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1 1�
AK
6'OPN
Y ELEO:
' • \ CONSTRUCTION ENTRANCE
YBACKFLOW PREVENTE
�'���
THE BACKFLOW PREVENTER SHALL BE APPROVED
BY FOUNDATION FOR CROSS -CONNECTION
•
`'�^��• •
• '•+-.—,
CONTROL AND HYDRAULIC RESEARCH, USC.
BASCKFLOW PREVENTER SHALL BE WATTS 709 OR
¢ /
-
APPROVED EQUAL
b
\
' '-••-�.�
PROPOSED 2" METER ASS'Y.
_
�- •
j EXISTING 8" WATERLI
GENERAL NQTF_S:
\
O�
\
TOPOGRAPHICAL INFORMATION FURNISHED BY:
BRUNSWICK SURVEYING, INC. [phone]
• \
CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES AND SITE CONDITIONS
PRIOR TO CONSTRUCTION, SHOULD ANY ANOMALIES OCCUR CONTACT
ENGINEER AT ONCE, BEFORE PROCEEDING AT [phone].
FOR UTILITY LOCATION CONTACT "N.C. ONE CALL AT 1-800-632-4949"
CONTRACTOR SHALL INSTALL AND MAINTAIN AND EROSION CONTROL MEASURES
UNTIL A STABILIZED AND UNIFORM STAND OF GRASS HAS BEEN ESTABLISHED.
PERIODIC REMOVAL OF SILTATION DEPOSITION SHALL OCCUR TO MAINTAIN
TREATMENT VOLUME'S AND FLOW OF PONDS AND CHECK DAMS.
GRADES SHALL VARY UNIFORMLY (HORZ. & VERT.) BETWEEN ELEVATIONS AS SHOWN.
SHOULD A CONFLICT WITH UTILITIES OCCUR, CONTACT THE ENGINEER
AT ONCE PRIOR TO PROCEEDING WITH CONSTRUCTION IN THAT AREA.
CONTRACTOR SHALL REQUEST INSPECTIONS A MINIMUM OF 24 HOURS IN ADVANCE
AT [phone].
SITE PLAN INFORMATION FURNISHED BY JONATHAN L. TITUS, AIA, ARCHITECT.
This drawing is the property of HOUSTON and ASSOCIATES, P.A.and
is not be reproduced In whole or in part without written permission from
HOUSTON and ASSOCIATES, P.A. ®Copyright 1999
ALL RIGHTS RESERVED ......_...�:3:i"v...
CAROLINA NATIONAL GOLF COURSE
CLUBHOUSE SITE
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ILT FENCE 14
HE
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IFHICKORY - I 1f OAK -
tA•bAK
ISGUM \
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GRINDER PUMP STATION ,1folt
(SEE DETAIL)
�-14•GUM
310 iz OAK 1
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\Is•dAK
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\BAR GRAVITY SERVICE LINE FROM
RESTROOM FALII ITIFS _
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NOTE: NO WETLANDS EXIST WITHIN PROJECT SITE f
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APPROVED V1_1C 11
NORTH CAROLINA ENVIRONMENTAL E C E I V E D
MANAGEMENT COMMISSION
DIVISION OF WATER OUALITY AUG 121999
Date as Lvj S la,19`1
Stormweter Permit N0 Su b, J5 0•I S 3 PROD # � Q=5 0153
I INNAL DD DAW�NG'
NOT RELEASED FOR CONSTRUCTION
I 40 20 0 40 120
ISCALE: 1" = 40'
L

......::.....: .
: ... :............
TOP ELEVATION OF STORMWATER
GRINDEBP_UINP.SIATIONS-FOR-SINGLEFAMILY.HOMES
[Ili<<iii[iiii .
::.:•
Grinder pump station systems shall include single-phase Myers WGL 20 series pump. Pump shall be 2HP, 208230V, 4.5" Impeller. Oil cooled
#5 WASHED:': MAX. UJ
"
STONE -;::•' R
EROSION CONTROL -NARRATIVE
u [ion with capacitor
Ind cstart motor, 3450 RPM 60 Hz t e L NEMA design, class insulation, 4"
y g a B 1 1/ NPT discharge with water resistant 600V, 60" C,
pi
a
O >
CSAAIL approved power cord No splices w I
pp p N p 111 be a lowed n the war cord between the pump and control panel. Controls and appurtenances shall
be Simplex single-phase, 00 V H r li po PP
2 2e 60 z control n NEMA 4X fiberglass
panel weather -tight, noncorrosive enclosure operation and alarm
PPg p n
CHANNEL SLOPE
A. PROJECT DESCRIPTION
light and bell. The alarm shall be provided on a separate circuit from the pump. Panel shall be as manufactured by M ers or as specifically approved b
Myers r as
Y Y P Y
the Engineer.
9
1 RIP -RAP
The subject. project i8 located in southeastern Brunswick County the golf course
J [ J y e g Lb rse development
WindingRiver Plantation, approximately )roximatel 500 feel, west: from the intersection of 1114 7i
[ 1 y SR (Zion Hill Road)
OR WIDTH OF
VARIES
and S I 1 1251 GoIev Itowetl Road . I'll )ro'ect has fronta a and access to SR. 1251. The )ro' ct in Iv
) 1 1 li 1 Je , vo es
/
Exf$11HG IiEi?i£ij ' . . . . . . -ABC PROPOSED STREET,
RDADWAYi ];j>EiEji[ 25•-0„ WHICHEVER IS
fI1C CUDStrII('tlOn Ufail AntCtllt.V Center Ibr •Ulf('OIIrSC members.
fi
GREATER
SECTION VIEW
O CONTROL PANEL IN NEMA 4X ENCLOSURE
This project is bounded to I,he northwest 1 v Cl ear Water Place, to the south by SR 1 L51. to the southeast by
MOUNTED TO SIDE OF BUILDING
SR 1114, and to the northeast by properly owned by Winding River Plan Lal.ion.
EXISTING SLOP ES
NEMA 4X JUNCTION BOX REMOTE FROM PUMP STATION AS R O'D. WHEN
E EN
Runoff from .h, parking
the lot P, I1ferS an existing 6LUCm drainage SVStem a❑ 1 (1TflIR n T
g g ( s to a approved
0
.N
T
PUMP LEADS AND/OR FLOAT WIRING CANNOT BE EXTENDED TOCONTROL10'
E
MIN.
�\
stormwater pond. The remaining runoff sheet. flows to the Sandy Creek.
->
4)
PANEL WITHOUT SPLICING. JUNCTION BOX SHALL BE MOUNTED TO SIDE
Q
OF HOUSE OR ON SUITABLE SUPPORT (4 X 4 TREATED POST OR APPROVED
EQUAL) ADJACENT TO PUMP STATION. REGARDLESS OF LOCATION, IAINLESS STEELSCREEN
15-0
NOTE: HEIGHT 8 WIDTH DETERMINED BY
Current land use of the project area IS W(lU(llAn(I.
JUNCTION BOX SHALL BE AT LEAST 12" ABOVE GRADE.
PLAN VIEW
EXISTING TOPOGRAPHY AND
.5'-1' SEDIMENT STORAGE REQUIRED
Na "A^1w
^^NN
STAINLESS STEEL BOLTS • FIBERGLASS BASIN
s WITH SEALED TOP
T AND WASHERS
.......
N
B. SOILS SAND TERRAIN
R N
N. 6 TOTAL)
w
-
The project, area to be disturbed is moderately sloped. Relief ranges from a proxim ,1 2 ' M
I 1 ! I g, PI 81.e V 8 Sl. t0
A 'Tll a
1'-0"NEW
+I
NO SPLICING OF WIRES
CONSTRUCTION
XISTING RO DWAYnindicates E A1•
¢ #5 WASHED
> STONE
(nl-Stu' t_ � un w�c o th. h m.
approximately p D9SL. The S' v"
y (pL1lr'.. a_1 k� uti_y t at t e ost prominent; soil within
y
J
ALLOWED INSIDE BASIN
the ro act boundaries is Blanton fine san(1. R1 n n s it is 1 r .l
p .I a to o o(e ale y well (trained soil. Surface runoff is
so
g
6" MIN. IN.
slow and permeability i9 rapid.
vwi 26 -
I VENT
_,_1
1 1/2SCH 80PVC PIPE
FRONT VIEW
C. EROSION CONTROL MEASURES.
SECTION VIEW
The primary land disturbing primary g activities for this project are related to construction of an amenity center
0
1//4 BALL VALVE
TYPICAL CHECK DAM DETAIL
with associated parkin To prevent. sediment losses to off -site areas Burin and followin construction, the
I g 1 g g
1 1/4" SCH, BD PVC UNION-1
1 1/4" DISCHARGE FLANGE
CONSTRUCTION. ENTRANCE DETAIL
following measures shall be used: silt fencing, seasonal grassing, construction entrance, and Inlet.
NTS
NTS
protection.
11/4"SCH. Z
Z
FROM HOUSE 40 PVC
PLUMBING NONCORROSIVE LIFT to
S(SEE NOTE/6.) STEEL OR WOOD POST
J
0
CHAIN OR CABLE
12-STAY
SPACINGWOVEN WIRE FENCING AS REO'RD.
(SEE NOTE 06.)
EROSION. CONTROL
m $-4
ty � U
4'
/
SILT FENCE FABRIC
EXTRA STRENGTH #/1 IN. MIN.) SYNTHETIC POROUS
-GENERAL -NOTES
_
ALA M 1 1/4" SCH, 40 PVC
MIN. 1212 GA.
(50
FABRIC OF NYLON, POLYESTER, OR ETHYLENE YARNS.
1. All construction activities shall be performed in compliance. With the Sedimentation Pollution Control Act
I�
Q v bAZ
'
1 1/4" SWING
INTERMEDIATE o = FILL SLOPE
Of 1973.CGf
> F
6„
CHECK VALVE 12"t
WIRE __.....
_ -------------y
I I
;
p � � z
I 12" ON /
2. All land disturbing activity is to be. planned and conducted to limit, exposure to the shortest feasible time.
a) O
.�
U
-
l
m L...•............. 6„ 11/2"X11/4"$CH.
GRADE "MIN COMPACTED FILL OVER SKIRT*
RT'
A j j A
I I I
:3. All conslruc .ion si es and severely eroded areas shall be stabilize(} by the establishment of a permanent
U v
40 PVC REDUCER
O ANCHOR SKIRT WITH MIN4"LONG
0 WIRE STAPLES ® 12" O.C.
I 0ME=I 0 ., .a..r..r..�cn '•'`/•\
I a
I I�C700001�1�
r
g ound cover.
_ 3
O w
fN
I
3
I
Z
OFF
FINDER PUMP
_��,,��• 'FOR REPAIR OF SILT FENCE FAILURES,
USE #57WASHED STONE IN LIEU OF
- IN
OL7000O00
I I
I OOOOOOOo z
4. As soon as all areas are permanently stabilized, all permanent measures have been installed, and final
O
Q
tL
COMPACTED FILL
I
Z
approval is received by the Erosion Control Engineer, erosion control temporary measures may be removed.
m
12" .'.I
CONCRETE FOR C .'.I
FLOATATION CONTROL ' g;,'
FRONT SIDE VIEW
I TYP.
I I a¢
mQ
f
p. Over the life of the project. the Owner shall make }periodic inspections to evaluate the success in
I
I I
I . . . . . . . -.-. ' PUMP STAND BY
I I �
control} erosion < 1 to off -site area f a
controlling e f soils to s I rues are form n
d where erosion •s taking place, the Owner
.' . PUMP SUPPLIER
1. Install silt fences as shown on drawing and at locations necessary to coned siltation of adjacertl areas. W
_ _ _ _ _ _ _ _ _ _ _ _ _ _ Z -
L J ZZ
O
.... aC}' m i .. t remedy the
shall take the necessary measures e rem h situation.
2. here wood posts are used, they shall be a minimum of 3" in diameter and 6' in length. Posts shall be creosote or pe
nlachloopenol treated southern pine Win
w _
I- iN
PEA GRAVEL ONCRETE FILLET;:,
3 ere steel posts are used. they shall be Fin length and be of the sell fastener angle type Wo
x _
< TREATED 2 X 4 POST 8 FRAME w
�p
van wire Fencing, where required (see Note M 6), shall conform to ASTM At 16 for class 3 galvanizing Fabric shall be
4'
(' l
a minimum of 32" wide antl have a minimum d 6line wires with 1T stay spacing. The top and bottom wires shall be 1
FM
0 gauge, and irdermediate wires shall be 12-12 gauge `wire fabric shall be fastened to woof posts with not less than
1`
fig staples /
be flong
r shall of nylon, polyester, propylene or ethylene yarn with minimum strength of 30 Ib llin. in . and a minim
nylon, p
5
`(`Ifx/lJl
m 85 in Fabric shall contain ultraviolet inhibitors ost sla if fit
umabric filtering
ter fabric is 50 lbwove Ain in the does not exceed 6. woven wire 1
CONSTRUCTIOMSE- UENCE
n(
used irre a strength of
withefficiencysir greater, and post spacing (5)
roger
6. is Otherwise, lensing is shall not 6'.
P7 ,� N V EW rn
LL]L� SECTION A -A
TMPING
eroing not requiretl. woven wire en required. and post spacing exceed
HOUSE P _UNIZDETA L
1. Obtain approval of Erosion Control Plan from NCI)P;HNR- },and Quality Section.
NTS
TYPICAL CATCH BASIN PROTECTION
,
1. Install construction entrance at Uoley Hewett. Road.
STANDARD TEMPORARY SILT FENCE
NTS
3. Install tempord ry' sill. fencing along limits of disturbance.
NTS
4. Begin clearing and grubbing site.
PROVIDE 221/2' FITTINGS
LIFT STATION
TO TAKE WATERLINE BACK
5. Construct amelnty coulter and parking area.
,,-EXISTING
TO 36" COVER. (BOTH ENDS)
•
6. Within Lhirly days following final grading activities. seed and mulch disturbed areas which will not be
6"
built upon.
0 (D
V
7. Maintain temporary erosion control measures until permanent ground cover is established.
rx r
/8"
o
8. Obtain cert.ific;Ae of compliance through and on -site inspection by' NCDEIINR Erosion Control Engineer.
f•�l rn
3'-0„
(TYP.) q
1 12" 1-2 BITUMINOUS PAVEMENT
Contact person is Mr. Dan Sams, 910-395-3800.
h�l
rrY'y�
Lo
::.fi
.1. Remove temporary erosion control measures and stabilize these areas immediately. Permanent erosion
L.L
wit
.O
a(9
c
measures.l controlpall remain.
�4 m
..
O FLOW O
1
LU N
t0
6"ABC COMPACTED 1
U Z
1 12" 45° BEND
6^;...':`.:
(95% STANDARD PROCTOR)
O
n y sVJA§to
NEDPEAGRAVEL}:
....:::::::::::..:.
COMPACTED SUB -BASE
SEEDING
v1 Z L
,rt
1 1!2" SCH. 40 PVC DRAINPIPE FILTER FABRIC SHALL COMPLETELY
.SCHEDULE
W O
TO POND. DISCHARGE MIN. 18" 1" ENVELOPE PEA GRAVEL.
VL Z
1 12" SDR 21 PVC
ABOVE MAX. WATER SURFACE
1. All disturbed areas clue to construction and any severely eroded areas shall be stabilized by the establishment
� 0)
SECTION VIEW
PAVEMENT DETAIL
of a permanent. grass cover. The seed species shall be selected based on the type soil present, seasonal conditions
���VVVV � o
CONTRACTOR SHALL VERIFY PARTS
NTS
and other considerations. As an alternative, the contractor may use the methods and schedules shown below;
Z t0
BORE HOLE, INSERT PIPE, AND SEAL
1t,T ` AND ASSEMBLY WITH COUNTY
METER ASSEMBLY ENGINEERING DEPARTMENT
however, it is recommended that. a specialist be consulted with attention given to site s pecilic conditions.
1 g 1
� •C
U)
AROUND PIPE WITH NON SHRINK GROUT
1."fElv1S1.1S'f NTS
�
a. Cultivate area to a depth of 6 inches
�I
1. 2" BRASS BALL VALVE BY WILKINS.
b. Apply agricultural lime at the rate of 4000 lbs. per acre
N
2. 2" KENT MODEL C-3000 COMBO WATER METER TO BE PROVIDED BY COUNTY.
CONTRACTOR SHALL PROVIDE FLANGE SET TO RECEIVE METER.
c. Apply 10-20-20 commercial fertilizer at. the rate of 500 lbs. per acre
(0 (O
V x
3. 2" CHECK VALVE.
d. Sow grass seeds at the following rates:
Z Z O
Do
T CST A TION
4. JUMBO METER BOX WITH READER DI 1500 DEXOL.
5. JUMBO METER BOX EXTENSIONS AS REQUIRED TO REACH SPECIFIED DEPTH.
O
FORCE CO NTNT, �TTON
1 a21 L�-1 �L l� L LL
LY DETAIL
J.:, tit
O
O
-MAIN -TO -LIE,
OTHER:BRASS NIPPLES, FITTINGS AND ALL OTHER ACCESSORIES AS REQUIRED BY THE BRUNSWICK
bind Rate -Per -Acre
/ 1 a
NTS
Common Bermuda Grass
V
COUNTY WATER SYSTEM FOR A COMPLETE AND FUNCTIONAL INSTALLATION.
unbolted 25 lbs.
hulled 12 lbs.
0)
Pensacola Bahiagrass 50tbs.
`
DETECTABLE TERRA TAPE D IS TO BE
Korean I,espodeza 25 lbs.
U)
INSTALLED APPROXIMATELY TWO (2)
Tall Fescue 30 lbs.
0)
FOOT DIRECTLY OVER ALL PVC PIPE.
C
NSZTE�
v�
1. BACKFILL TO BE FREE OF ROCKS, FOREIGN MATERIAL OR FROZEN `:�%� �%+�/
e. Mulch with straw at the rate of 32F
p0 l0 4360 lbs. per acre.
f Anchor straw iN•ilh asphalt emulsion lack coat applied at the rats of:300 gallons per acre.
T
EARTH.''` �\\\
NOTES:
EXPANSION JOINT A MAXIMUM OF 50 FEET.
2. BACKFILL COMPACTED To: � \ �\ ''
ALL CONCRETE TO BE FINSHED WITH CURING COMPOUND.
B FINISHED
2. Where it is not possible. to establish a permanent
1 I grass cover in a reasonably short period of time due to
A. 95% MAXIMUM DRY DENSITY UNDER ROADS, DRIVEWAYS, OR
TANDARD BROOM FINISH
seasonal considerations, a temporary grass cover shall be established. The temporary cover shall include the
SIDEWALKS.
B. DENSITY BEFORE DISTURBANCE OR 90%MAXIMUM DRY DENSITY,
WHICHEVER IS LESS, IN LOCATIONS NOT COVERED ABOVE.
4" CONIC. SIDEWALK
R 1/8"
planting of annual grasses or small grains such as rye grass. Temporary covers shall not eliminate the
requirement. for permanent. grass cover. Where the season or other conditions are not. suitable for a
, AREA 1
CONTROL JOINT SPACED
growing
3. BACKFILL COMPACTED IN MAXIMUM OF 8" LIFTS IN AREA 1 AND \
MAXIMUM OF 6" LIFTS IN AREA 2. \
1/a" TANDARD BROOM FINISH
AT WIDTH OF WALK
/
4
: ,-. 6"
temporary erosion resistant cover, mulch may be applied: however, mulch used alone shall be for the shortest.
time radical. A 1 em porary or permanent. vegetative cover shall be established as soon as conditions are
I I 1
4. AREA 3 CONSIST OF SAND, GRAVEL, OR NATIVE SOIL WHICH IS \
FREE OF ROCKS, FOREIGN MATERIALS, FROZEN EARTH OR
_ --{fj-.' � � �
.:.1 �8,; .R
R
` ':: ASPHALT
"`;�
ftvnratple.
ORGANICS. WHERE NATIVE SOIL IS DETERMINED ADEQUATE BY
� � � � ''1/8" 3,000 P.S.I. CONCRETE
-
� �'. `.
6x6 - W2A X W2.1 W WF .,,,
�':
3. Topsoil shall be used over unfavorable soil conditions for successful establishment. of vegetative cover.
ENGINEER, NO EXCAVATION BELOW BOTTOM OF PIPE IS REQUIRED,
.'.
(i.e., AREA 2 WOULD EXTEND TO TRENCH BOTTOM). -
_ _
4'-3( p( p( i�-�(
3,000 P.S.I. CONCRET
6
" REFERENCE TO DENSITY BASED ON STANDARD PROCTOR AS --- AREA 2
DETERMINED BY AASHTO T - 99 (ASTM D - 698).
.' .
. JOINT FILLER XPANSION JOINT. x6 - W2.1 X W2.1 WWF.'.
.:.�
K .
;Ay . ' :.
4. Irrigate as necessary to optimize plant. growth.
4"
,_ _/1 /,\/\
j.\//\\//\/j/\//\//\\//\\\r;\//\\\//k//\�\//\I/\�\//\//\//\//\�\i~
COMPACTEDSOIL_/j ,..,.,_,.....,..,../.. 1/2
+2'
N
"'
o
TYPICAL CONCRETE SIDEWALK
-DETAIL
TURN
TRENCH_CROSS_SEMON DETAIL SEWER
NTS
-DOWN -SIDEWALK
NTS
N
m
-FOR -PRESSURE
NTS
�f /
LUJ `
COQ m m
(��a
This drawing is the property of HOUSTON and ASSOCIATES, P.A.and
is not be reproduced in whole or in part without written permission from
NOT RELEASED FOR CONSTRUCTION
to m m 4)HOUSTON
and ASSOCIATES, P.A. (C� Copyright 1999
N
� 0 O 0
AL RIGHTS RESERVED