SW6130304_APPROVED PLANS_20130503

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�3O3o'�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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UNITED STATES
-tiS4 DEPARTMENT OF THE INTERIOR
9p
GEOLOGICAL SURVEY
n810° N.
3884
5'
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' 79
2'30"
3878
3877
3876
FEET
3875
35.00'
79"15• 660 1930006 FEET �srtvre
Mapped by the Army Map Service
PGQ�? Edited and published by the Geological Survey
y Control by USGS, NOSINOAA, and USCE
Topography by photogrammetric methods from aerial photographs
taken 1946-1947. Field checked 1948
Transverse Mercator projection. 10,000-foot grid ticks based on
North Carolina coordinate system. 1000-meter Universal Transverse
Mercator grid ticks, zone 17, shown In blue. 1927 North
American Datum. To place on the predicted North American
t 2'
18 MI Ls
UNITED STATES
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
5/5411 NW
SCALE 1:2 000
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ION) CI 100" 200" �:XK' .t("f? naoc- 6000 000 FEET
5
I 1 KILOMETER
CONTOUR INTERVAL 10 FEET
NATIONAL GEODETIC VERTK.AL DATUM OF 1929
Datum 1983 move the projection lines 12 meters south and uTM GRID AND 1982 MAGNETIC NORTH
22 meters west as shown by dashed corner ticks DECLINATION AT CENTER OF SHEET
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
There may l private resery tion within the boundaries of Revisions shown in purple and woodland compllec by the leniog cal FOR SALE BY U. S. GEOLOGICAL SURVEY
the National or State reservations shown on this map Survey' 1 cooperation with State of North Cavoirn a rides :r p ., g DENVER,COLORADO 80225, OR RESTON, VIRGINIA22092
- from aerlai photographs taken 1981 and ether sources. This FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST
Information not field checked, hi.,.ap edited 1982
I MILE
NICHOLSON CREEK QUADRANGLE
NORTH CAROLINA-HOKE CO, u J
7.5 MINUTE SERIES (TOPOGRAPHIC) 64:�¢�
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ROAD CLASSIFICATION s 4-T
Primary highway,
light duty road, hard orrery
T
hard surface __
improved surface
Secondary highway,
hard surface
_.-: Unimproved road
Interstate Route
U. S. Route State Route
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NICHOLSON CREEK, N. C.
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1948
H _ti
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DMA 515411 SW --SERIES V842
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DRAWING INDEX:
COVER:
COVER
G1:
VICINITY MAP AND GENERAL NOTES
M1:
EXISTING CONDITIONS
M2:
MASTER PLAN
Cl:
GEOMETRY PLAN
C2:
GRADING AND DRAINAGE PLAN
C&
UTILITY PLAN
P1:
WATER PROFILES
P2:
SANITARY SEWER PROFILES
D1:
EROSION CONTROL DETAILS
D2:
EROSION CONTROL DETAILS
D3:
SANITARY SEWER DETAILS
D4:
SANITARY SEWER DETAILS
D5:
WATER DETAILS
D6:
WATER DETAILS
DT
WATER DETAILS
D8:
MISCELLANEOUS DETIALS
D9:
MISCELLANEOUS DETAILS
D10:
STREET DETAILS
iL =AL =4 � - 'I
SITE ENGINEERING
VICINITY MAP
Not To Scale
ENGINEERING EXCELLENCE
CIVIL ENGINEERING. STRUCTURAL ENGINEERING
MUNICIPAL INFRASTRUCTURE. CONSTRUCTION ADMINISTRATION
205 FLAT CREEK VILLAGE DRIVE
P.O. BOX 1516
WEAVERVILLE, NORTH CAROLINA 28787
P: 828.645.7088
F: 828.645.7714
[e-mail]
www.mdgeng.com
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PROJECT DATA DEVELOPER/FINANCIALLY ApARAOCIAppS 16WDTNTERSHIP
RESPONSIBLE PARTY: 2939 BREEZEWOOD AVENUE
SUITE 201
FAYETTEVILLE, NC 28303
CONTACT: MR. JAMES B. SMITH
CONTACT NUMBER: [phone]
PROPERTY OWNER:
PROJECT: CLUB POND GREEN APARTMENTS
PROJECT PINS: 4944-5000-1020 (PARENT TRACT)
LATITUDE & LONGITUDE: 35.004371 N, 79.172237 W
DEED BOOK/PAGE: 01017/0069-00070, 01017/0071-00072,
01017/0073-00077
ENGINEER: MERCER DESIGN GROUP. PC
P.O. BOX 1516
205 FLAT CREEK VILLAGE DRIVE
WEAVERVILLE, NC 28787
828-645-7088
CLUB POND OREEN APARTMENT$
TOTAL SITE= 6.27±AC.
PHASE 1= 4.72 AC.(LOT No.2)
PHASE 11= 1.55 AC.(LOT No.3)
TOTAL UNITS= 72 (8 HANDICAP UNITS 10%)
PHASE 1= 48 UNITS
PHASE II= 24 UNITS
ZONING= RMF (RESIDENTIAL MULTI —FAMILY)
MAX DENSITY ALLOWED= 15 DU/AC = 88 D.U. MAX
PROPOSED DENSITY= 72 DU= 12.54 DU/AC.
SETBACKS: SIDE= 15 FT
REAR= 25 FT
'VIkARATION: 25' MIN.
PARKING SPACES REQUIRED: 2 SP/DU=144 SPACES
PARKING SPACES PROVIDED:157 SPACES TOTAL
PHASE 1 =116 SPACES
+3 SPACES (COMMUNITY BLDG.)
119 SPACES PROVIDED (7 ADA SPACES INCL.)
PHASE II =38 SPACES (3 ADA SPACES INCLUDED)
IMPERVIOUS AREA
PHASE 1= 2.26 AC.
PHASE 11= 0.81 AC.
UTILITIES:
PHASE I:
WATER= (12) 3—BR 0 3609pd/UNIT= 4,320gpd
(36) 2—BR ® 240gpd/UNIT= 8,640gpd
CLUBHOUSE/OFFICE = 500aod
TOTAL=13,460gpd
SEWER= 13,460gpd
PHASE 11:
WATER= (16) 2—BR 0 240gpd/UNIT= 3,840gpd
(8) 3—BR 0 360gpd/UNIT= 2.880aod
TOTAL= 6,720gpd
SEWER= 6,720gpd
SITE AMENITIES
THE FOLLOWING ITEMS HAVE BEEN NOTED ON THE SITE PLAN
TO BE PROVIDED WITH THE PROJECT:
PLAY GROUND W/ EQUIPMENT & BENCH
TOT LOT W/ EQUIPMENT & BENCH
COVERED PICNIC AREA W/ TABLE & GRILL (150 SF)
OUTDOOR SITTING AREAS W/BENCHES (3 LOCATIONS)
FREE STANDING GAZEBO (100 SF)
LANDSCAPED ENTRY +ENTRANCE SIGN
IRRIGATED LAWNS
2 BIKE RACKS
COMMUNITY BUILDING WITH THE FOLLOWING:
LARGE COVERED SITTING PORCH
OFFICE W/ CLOSETS AND HC TOILET
LAUNDRY ROOM W/ 4 WASHERS & DRYERS
COMPUTER CENTER W/ HIGH SPEED INTERNET (2 STATIONS)
MULTI —PURPOSE ROOM W/ KITCHENETTE
GAME/ CRAFT AREA
TV/SITTING AREA
PROPOSED BUILDINGS
BLDG. 1: 2 STORY 8-2 BR
BLDG. 2: 2 STORY 8-2 BR
BLDG. 3: 2 STORY 8-2 BR
BLDG. 4: 2 STORY 4-2 BR
4-3 BR
BLDG. 5: 2 STORY 4-2 BR
4-3 BR
BLDG. 6: 2 STORY 4-2 BR
4-3 BR
BLDG. 7: 2 STORY 4-2 BR
4-3 BR
BLDG. 8: 2 STORY 4-2 BR
4-3 BR
BLDG. 9: 2 STORY 8-2 BR
TOTAL DU= 72
BEFORE YOU D11011
CALL 1—SM-032-4949
N.C. ONE —CALL CENTER
MB THE LAWI
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Graphics:
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Checked:
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Reviewed:
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Scale:
NOT 70 SCALE
Date:
JANUARY 2012
P.O. BOX 1516
WEAVERVILLE, NORTH CAROUNA 29M
P: 828645788
F: 828:"5.M4
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Project No: 11051
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N.C. D.E.N.R. EROSION CONTROL NOTES
BIER ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF N.C. D.E.N.R. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE
COMPUTED WITH FOR ALL WORK.
1. OBTAIN LAND -DISTRIBUTING PERMITS.
2 INSTALL ALL EROSION CONTROL MEASURES AS PER PLANS APPROVED BY N.C. D.E.N.R. AND/OR AS DIRECTED BY D.E.N.R. INSPECTORS.
SPECIAL CONSIDERATION, AS TO SEQUENCING, SHALL BE APPLIED TO ROADWAY (LINEAR) CONSTRUCTION PROJECTS:
A) INSTALL ALL DOWN -SLOPE MEASURES SUCH AS SEDIMENT BASINS, DIVERSION DITCHES, SILT FENGNG, ETC. AHEAD OF ROADWAY GRADING ACTIVITIES.
B) IMMEDIATELY UPON SUBSTANTIAL COMPLETION OF ANY SEGMENT OF CUT -BANK GRADING, CONSTRUCT REQUIRED DIVERSION DIKEIDITCH ALONG TOP OF CUT SLOPES.
C) IMMEDIATELY INSTALL DRAINAGE PIPING AND OR OTHER REQUIRED ROUTING FEATURES THROUGH THE DISTURBED AREAS TO DISCHARGE AS INDICATED ON THE DRAWINGS.
3. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF N.C. D.E.N.R..
4. PROCEED WITH GRADING, CLEARING AND GRUBBING.
S. TEMPORARY AND PERMANENT SEEDING SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
SPECIFICATIONS 6.10 THROUGH 6.14. SEED AND MULCH DENUDED AREAS WITHIN 15 WORKING DAYS AFTER FINISHED GRADES ARE ESTABLISHED. ALL SLOPES AND DIVERSION DITCHES SHALL 9E
STA IIU7m WITHIN 7 DAYS QF COMPLEM&
S. SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE (CONFIRM WITH LATEST DESIGN MANUAL SPECIFICATIONS):
T kAM^OADV =111kir_ CDVnIMrATlnMc PFRMANFNT SEEDING SPECIFICATIONS
WINTER FALL SUMMER
STEEP SLOPES AVERAGE SOI• LOW MAINTENANCE
SEmNG DATES:
BEST POSSIBLE
SEEDING DATES
SEEDING DATES
SEEDW. )ATEe_;
ABOVE 2500 FEET. JAY 25 - AUG. 15 JULY 15 - AIKL 3D
ABOVE 2500 FEET: FER 15 - MAY 16
AUG. 16 - Oct 31
MAY 15 - AU0. 15
MAR. 20 - APR. 20 MAR. 5 - MAY 15
BELOW 2500 FEET: FEE. 1 - MAY 1
BELOW 2500 FEET: TO. 1 - MAY 1
BELOW 2500 FEET AUG. 15 - PIPE 1 25 - 15
MAR 1 - APRMAR. . 1 MAR. 1 -MAYAY 10
Sffam, BATED (LB/ACRE)
ME= RAIL(LB/ACRE)
SEECIE • BAIL;
NURSING PLANTS
NURSING
15, ADD 10 LO/ACRE GERMAR 15 SLID
BETWEEN MAY 1 AND AUGAFTER
RYE (GRAM) 120
TALL FESCUE 40
GFRMAN MILLET 40
MAY TO
n MAY BE BENEFICIAL 7D
AUG. ADD 40 UB/ERSACRE RYE BENEFICIAL
PRAT. TO MAY 1 OR E (OR N)
ANNUAL LESPEOEZA
RYE (M10 OR GRAIN) 120
N LA ME EPEDEZ.
PLANT THE GRASSES N LATE SIILRAER AND OV4RSEED THE LEPEDEZAP N MARCH.
(KOREAN N MOUNTAINS) 60
RAIL-LB/ACRE)
TALL fESKXHE 100
SERICEA LESPFDEZA 20
KOREAN LESPFDEZA 10
REDTOP 5
KENTICKY BLUEGRASS 5
art www us®vA WIM DIIUIgI V WIlp,MF
mIMILR nww Ewa N FALL. M s U1 R ~ a CHAIN - AR wF - FAON W�
f.CPWt � IIDT A IXIBO RPWC All<
SOIL AMENDMENTSSi
APPLY ACCORDING TO SOIL IESTS OR APPLY 4,000 UI/ACRE GROUND
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 730 LB/ACRE
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 5-10-10 FERTILIZER
10-10-10 FERTILIZER.
APPLY CCO LE/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING. OR A MULCH ANCHORING TOOL A DISK WIN
APPLYY 000 - 5.000 LB/ACRE GRAM STRAW OR EQUIVELENT COVER OF ANOTHER SUITABLE
BLADES PET NEARLY STRAIT CAN BE USED AS A MULCH ANCHORING TOOL
MULCHING MATERIAL ANCHOR MULCH BY TACKING WTH ASPHALT. ROVING, OR NETTING.
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENAN
REFEtTIUff M GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTUZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
AN
ACRE THAN ONCE A YEAR. REFERII IN THE SECOND YEAR UNLESS GROWTH
MOW MOW NO MORE
ULCH DAMAGED AREAS IMMEDIATELY.
IS FULLY ADEQUATE , FERTILRE, AND MULCH
L
7. INSTALL ROLLED EROSION CONTROL FABRIC LANDLOK S2 OR APPROVED EQUAL ON ALL CUT AND FILL SLOPES COMPlE10 BETWEEN OCTOBER 151H AND MARCH 15TH.
8. IT IS RECOMMENDED FOR CONTRACTOR TO STOCKPILE TOPSOIL TO ASSIST IN GRASSING.
9. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
10. AFTER PERMANENT GROUND COVER STABILIZATION HAS BEEN APPROVED BY NCDENR, REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS
11. REQUEST FINAL APPROVAL BY N.C. D.EN.R.
12. 711E CONTRACTOR SHALL CONTROL ALL 'DUST' BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY
VEHICLES.
13. SEDIMENT TRAPS SHALL BE CONTINUOUSLY CHECKED, INSPECTED AND MAINTAINED. TRAPS SHALL BE CLEANED OUT WHENEVER THE SEDIMENT REACHES 501E OF THE TOTAL CAPACITY (DEPTH)
OF THE TRAP. THE DESIGNATED DISPOSAL AREA FOR SEDIMENT TRAP CLEAN OUT MATERIAL SHALL HAVE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCING MINIMUM) AND SHALL BE
STABILIZED IMMEDIATELY.
14. FOR ALL CUT SLOPES STEEPER THAN 1.5:1 OR FILL SLOPES STEEPER THEN 2.1, A SLOPE STABILITY ANALYSIS AND CERTIFICATION BY A LICENSED GEOTECH LAICAL ENGINEER SHALL BE
PERFORMED UPON INITIATION AND DURING CONSTRUCTION OF SAID SLOPES. SUBMIT GEOTECHNICAL ENGINEERS CERTIFICATION TO NCDENR OFFICE UPON COMPLETION OF PROJECT.
15. A ROCK REVETMENTS SHALL BE INSPECTED BY A LICENSED GEOTECHNICAL ENGINEER DURING CONSTRUCTION. A CERTIFICATION OF THE ROCK REVETMENTS SHALL BE
SUBMITTED TO THE NCDENR OFFICE UPON COMPLETION OF CONSTRUCTION.
16. PROVIDE TEMPORARY INLET PROTECTION FOR ANY EXISTING CULVERTS (DISCOVERED DURING CONSTRUCTION) LOCATED WITHIN THE 2.0 AG DISTURBANCE AREA.
CONSIDERATIONS FOR CONSTRUCTION SCHEDULING
1. CONSTRUCTION AXIESS CONSTRUCTION ENTRANCE, PNTST LAND- MRIETNG AnMTY--SMNUZE BARE AREAS IMMEDIATELY WIN GRAVEL
CONSTRUCTION ROUTES, EQUIPMENT PARKING AREA& AND TEMPORARY VEGETATION AS CONSTRUCTION TAKES PLACE
2 SEDIMENT TRAPS AND BARRIERS. BASIN TRAP& SEDIMENT FENCES, AND-0117LUT INSTALL PRMtlPAL BAPNs ASTER CON57RUCTIOF STE IS ACCESSED. INSTALL
PROTECTION. ADDITIONAL TRAPS AND BARRIERS AS NEEDED "ING GRADING,
_ INSTALL KEY PRACTICES AFTER PRINCIPAL SEDNBIT TRAPS AND BEFORE LIMA GRADING.
& RUNOFF CONTROL DIVERSIONS, PERIMETER DIKES, WATER BAR% AND OUTLET INSTALL ADDITIONAL RUNOFF -CONTROL MEASURES DARING GRADING.
PROTECTION. RUNOFF CONVEYANCE SYSTEM. STABILIZE STREANBANKS, STORM DRAINS
CHANNELS. INLET AND OUTLET PROTECTION. SLOPE GRAN&
4, LAND CLEARING AND GRADING. STE PREPARATION-- CUTTING. FIWNG AND GRADING. WHERE NECESSARY, STABILIZE STREAMBANKS AS EARLY AS POSSIBLE INSTALL
SEDIMENT TRAPS. BARRIERS, DIVEItSIO1S, DRAINS. SURFACE ROUGHENING. PRINCIPAL RUNOFF CONVEYANCE SYSTEM WIN RLINUFF-CONTROL MEASURES. NSFALL
REMAINDER OF SYSTEM AFTER GRAUNC.
& SURFACE STABILIZATION. TEMPORARY AND PERMANENT SEEDING, MULCHING.SODDING. BEGIN MAJOR CLEARING AND GRADING AFTER PRINCIPAL SEGMENT AND KEY
RIPRAP. RUNOFF -CONTROL MEASURES ARE NNSTALIID. CLEAR BORROW AD19POPN. AREAS
ONLY AS NEEDED. INSTALL ADDITIONAL COID CONTROL MEASURES AS GRADING
PROGRESSES, MARK TREES AND BUFFER AREAS 'FOR PRESERVATION. ---
IT. BUILDING CONSTRUCTION. BUILDINGS, UTILITIES. PAVTKH. APPLY TEMPORARY OR PILKMA I slwaucnirvn ,r w+nz" wiwu"",ur �„ w.
DISTURBED AREAS WHERE FORK R DELAYED OR COMPLETE.
K TA
7. NGN MJMMG AND FINAL STABILIZATION. TION. TOPSGLNNO, TREES AND SCRUBS, PERMANENT INSTALL NECESSARY EROSION AND SEDIMENT CONTROL PRACTICED . INCLUDING YDRIK TAKES
Si.IDIN0. MULCHING. SODDING RIPRAR. PLACE UST L ARE S. RE SHAPE--S BILIZE ALL OPEN AREAL ROLE MEAROW
SURES.
AND SPOT. AREAS. REMOVE AND STABILIZE ALL TEMPORARY CONTROL MEASIIRE&
MA114TENANCE
1. MAINTENANCE INSPECTIONS SHOULD BE PERFORMED WEEKLY.
2 AFTER PERIODS OF RAINFALL, MAINTENANCE REPAIRS SHOULD BE MADE IMMEDIATELY.
3. SEI MENT TRAPS SHALL BE CLEANED OUT WHENEVER THE SEDIMENT REACHES 5OF OF THE TOTAL CAPACITY (DEPTH) OF 711E TRAP. THE DESIGNATED DISPOSAL AREA
FOR SEDIMENT TRAP CLEAN OUT MATERIAL SHALL HAVE EROSION AND SEDIMENT CONTROL MEASURES (SILT F04CNO MINIMUM) AND SHALL BE STABILIZED IMMDIATELY.
CONSTRUCTION SEQUENCE:
-Obtain all plan approvals and authorizations to construct, including any required construction permits from jurisdictional
agencies.
-Clear and grub only enough area to install temporary erosion control measures.
-Install gravel construction entrance pads (Mud Mats).
-Install silt fencing and silt fence outlets around entire perimeter of project's disturbed areas.
-Construct skimmer sediment basin. Maintain as required until all construction is complete and all disturbed areas are
revegetated and stabilized.
-Construct Temporary Diversion Berm/Ditches as indicated on the drawings.
-Rough grading may commence as needed, only for the areas of immediate construction activities.
-Construct permanent stormwater detention/treatment system.
-Commence Installation of underground utilities, beginning with the stormwater collection system feeding the newly constructed
Skimmer Sediment Basin and the outlet protection energy dissipaters within the new Skimmer Sediment Basin. Proceed with
Installation of the drainage collection systems, moving up -stream to each successive inlet, installing inlet protection for all
constructed inlets.
-Construct parking area's base and curbing, with initial lift of asphalt binder courses.
-Apply soil amendments, sow grass seed and mulch al areas not to be surfaced during building construction.
-Receive permission from NC DENR inspector to incrementally remove internal diversion ditches once revegetation as been
established.
-Perimeter silt fencing and outlets shall remain in -place until ALL site construction (including buildings and sidewalks) has been
completed and remainder of site revegetation has been established and approved by NC DENR inspector.
-Clean-out and fill the sediment basin as per final grading plans.
-Seed and mulch the sediment basin.
MATNTEN/ANCE PLAN:
1. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR NO LESS THAN ONCE A WEER( OR AFTER RUN-OFF PRODUCING RAIN EVENT. ANY REPAIRS SHOULD BE
MADE IMMEDIATELY.
2. CONTRACTOR WILL MAINTAIN THE GRAVEL PADS TO THE CONSTRUCTION ENTRANCES TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE THIS MAY REWIRE PERIODIC
TOP -DRESSING WITH 2-INCH STONE IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, TRACKED OR WASHED ONTO PUBLIC ROADS.
3. CONTRACTOR WILL CHECK THE SEDIMENT BASINS AFTER EACH RAINFALL. IF SEDIMENT VOLUME IMPEDES FLOW OF WATER FROM STORM OUTLET PIPES, REMOVE SEDIMENT AND
RESHAPE BASIN(S) TO THE DESIGN SPECIFICATIONS
4. CONTRACTOR WILL INSPECT TEMPORARY DIVERSIONS AT LEAST ONCE A WEEK AND AFTER EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE DIVERSION AND CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND STABILIZE IT.
8. CONTRACTOR WILL INSPECT INLET PROTECTION STRUCTURES AFTER EACH RAINFALL AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
ETHER SALVAGE OR DISPOSE. BRING THE DISTURBED AREA TO PROPER GRADE, SMOOTH AND COMPACT.
B. CONTRACTOR WILL INSPECT SEDIMENT FENCES AND SILT FENCE OUTLET STRUCTURES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL EVENT. IF THE FABRIC OF A SEDIMENT
FENCE COLLAPSES, TEAR, DECOMPOSES OR BECOMES INEFFECTIVE, REPLACE IMMEDIATELY. REPLACE FABRIC EVERY 90 DAYS. REMOVE SEDIMENT DEPOSITS AS NEEDED TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN EVENT AND TO REDUCE PRESSURE ON THE FENCING MATERIAL
7. SHOULD SEDIMENT REMOVAL BE REWIRED IN THE SEDIMENT BASINS, CONTRACTOR WILL INSPECT OUTLET STABILIZATION STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION
AROUND OR BELOW THE RIP -RAP HAS TAKEN PLACE OR IF ANY STONES HAVE BEEN DISLODGED. CONTRACTOR WILL IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER
DAMAGE. CONTRACTOR WILL REPAIR ANY DAMAGE TO FILTER FABRIC BY REMOVING THE RIP -RAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL
CONNECTING JOINTS SHOULD OVERLAP AT LEAST ONE FOOT. IF THE DAMAGE TO THE FABRIC IS EXTENSIVE, REPLACE ENTIRE FILTER CLOTH.
8. ALL DISTURBED AREAS NOT TO BE SURFACED WILL BE RESEEDED, REFERTILIZED AND MULCHED AS NECESSARY BY THE CONTRACTOR TO MAINTAIN A DENSE VEGETATIVE COVER.
GENERALLY A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABUSHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE YEAR PAST PLANTING.
9. CONTRACTOR WILL INSPECT ALL MULCHES AFTER EACH RAINFALL, CHECK FOR EROSION AND DISLOCATION. WHERE EROSION IS OCCURRING, CONTRACTOR SHALL APPLY ADDITIONAL
MULCH. CONTRACTOR WILL CONTINUE INSPECTIONS UNTIL VEGETATION IS FULLY ESTABLISHED.
ENGINEER'S NOTES:
1. THE ENGINEER HAS MADE DILIGENT ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING CONSTRUCTION
IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN A TIMELY MANNER AND AT THE CONTRACTOR'S EXPENSE. CALL
CAROLINA ONE -CALL AT LEAST 48 HOURS PRIOR TO DIGGING (EXCLUDES WEEKENDS AND HOLIDAYS) AT 1-800-632-4949.
2. THESE PLANS WERE PREPARED BY: MERCER DESIGN GROUP, PC, 204 STONE RIDGE BLVD. P.O. BOX 1516, WEAVERVILLE, NORTH CAROLINA 28787;
PHONE [phone], FAX [phone]; CONTACT: MARVIN MERCER, P.E.
3. THE EXISTING BOUNDARIES FOR THIS PLAN WAS PROVIDED BY FIELD SURVEY BYSTROTHER LAND SURVEYING, PC ON OR ABOUT NOVEMBER OF 2012.
RIGHT-OF-WAYS AND PROPERTY LINES WERE VERIFIED BY FIELD SURVEY.
4. ALL CONSTRUCTION ITEMS CONTAINED IN THIS DESIGN PACKAGE SHALL BE PERFORMED BY A N.C. LICENSED CONTRACTOR AND SHALL BE
CONSTRUCTED IN STRICT ACCORDANCE WITH APPLICABLE N.C. BUILDING CODE, PWC AND HOKE COUNTY STANDARDS AND SPECIFICATIONS.
5. NO PORTIONS OF THE PROJECT SITE LIE WITHIN REGULATED FLOOD ZONE AS DETERMINED BY FEMA.
6. IT IS ANTICIPATED THAT CUT AND FILL VOLUMES WILL BE BALANCED ON SITE. ANY BORROW SOIL, IF REQUIRED SHALL BE OBTAINED FROM
PERMITTED SITES ONLY. IF NECESSARY, THE CONTRACTOR SHALL SUBMIT THE PERMIT NUMBER OF THE BORROW SITE TO THE APPROPRIATE
REGULATORY AGENCY ISSUING THE LAND DISTURBANCE PERMIT..
7. THE CONTRACTOR SHALL MAKE ALL EXCAVATIONS IN ACCORDANCE WITH THE RULES AND REGULATIONS PROMULGATED BY THE DEPARTMENT OF
LABOR, OCCUPATION SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION. THE CONTRACTOR SHALL FURNISH, PUT IN PLACE, AND MAINTAIN
SUCH SHEETING, BRACING, ETC. AS MAY BE NECESSARY TO SUPPORT THE SIDES OF THE EXCAVATION AND TO PREVENT ANY MOVEMENT OF EARTH
WHICH COULD IN ANY WAY DIMINISH THE WIDTH OF THE EXCAVATION TO LESS THAN THAT NECESSARY FOR PROPER CONSTRUCTION, OR COULD
OTHERWISE INJURE OR DELAY THE WORK, OR ENDANGER ADJACENT STRUCTURES, ROADS, UTILITIES, OR OTHER IMPROVEMENT.
8. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB SITE.
9. THE LIMITS OF DISTURBANCE HAVE BEEN SHOWN ON THE PLAN. THE TOTAL AREA TO BE DISTURBED FOR THIS PROJECT IS 4.5f ACRES.
10. THE ESTIMATED COMPLETION TiME OF THIS PROJECT IS SPRING OF 2014.
11. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.
12. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE CONTRACTOR.
GENERAL CONSTRUCTION NOTES:
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE CHANGES AS REQUIRED IN THE FIELD
WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS WITH WATER ADDED OR SOIL
CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A
COMPACTION EQUAL TO OR GRATER THAN 95% (100% IN THE TOP 2' OF THE SUB -GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE --DENSITY
RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE REPLACED ON ANY AREA NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO GRADING, CLEARING AND GRUBBING. ALL
EROSION CONTROL DEVICES SUCH AS SILT FENCE, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL
BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE INCIDENTAL TO CLEARING AND
GRUBBING. IF DURING THE LIFE OF THE PROJECT A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND
"WASHED AREAS% THESE SHALL BE REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY APPROVED EROSION CONTROL
PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER SEPARATE COVER.
S. DISPOSABLE MATERIAL
a. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS
SPECIFIED OTHERWISE.
b. DEMOLITION WASTE TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC. SHALL BE REMOVED FROM THE SITE AS REQUIRED BY THE
SPECIFICATIONS. ALL SUITABLE EXCESS SOIL MATERIAL SHALLBE AS DIRECTED BY THE OWNER.
c. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES, UTILITY POLES, ETC. SHALL BE PROPERTY OF
THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL, OR
STORE FOR HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESY-_I!T TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
Cl. ON SITE BURNING IS NOT AN ACCEPTABLE METHOD OF DISPOSING 017 FLAMMABLE WASTES.
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL
NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY THE ENGINLER.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE ACCESSES WHETHER HE PERFORMS THE WORK
OR A UTILITY COMPANY PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL TiMES FOR PROPERTY OWNERS WITHIN
THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES AND HAZARDOUS AREA SHALL BE CLEARLY MARKED IN ACCORDANCE WITH
THE SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED, AND MULCHED ACCORDING TO THE SPECIFICATIONS THE FINISHED SURFACE
SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER THAN 3'. EQUIPMENT TRACKS, DIRT CLODS, BUMPS RIDGES, AND GOUGES PRIOR TO
SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF 4"-6' +/- TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING
OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL
"HYDRO -SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE ENGINEER.
10. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARDS SPECIFICATIONS FOR ROADS AND STRUCTURES
(LATEST EDITION) ARTICLES 840-1 THROUGH 810-3 CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH
80.04. DROP INLET CONFORMS TO STANDARD DETAIL 840.14. JUNCTION BOX SHALL CONFORM THE STANDARD DETAIL 840.31.
11. CURB INLET FRAME, GRATE AND HOOD AND DROP INLET FRAME AND GRATE SHALL CONFORM TO NCDOT STANDARD DETAIL 840.03C.
12. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD SPECIFICATIONS FOR ROAD AND
STRUCTURES (LATEST EDITION). CONCRETE SHALL BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF REQUIREMENTS OF SECTION
900. CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 940, CONSTRUCTED IN ACCORDANCE
WITH SECTION 830 AND / OR 834.
13. INSTALL WATERLINES WITH A MINIMUM 3.5FT OF COVER AND PROVIDE CONCRETE THRUST BLOCK AT ALL BEND AND TEES.
14. INSTALL WATERLINES CROSSING OVER SEWER MAINS WITH A MINIMUM VERTICAL CLEARANCE OF 18 IN. WHERE SEWER MAINS CROSS BENEATH WATER
MAINS WITH A VERTICAL CLEARANCE OD 18 IN. OR LESS, OR WHERE WATER CROSS UNDER SEWER MAINS, BOTHTHE SEWER AND WATER LINES SHALL
BE CONSTRUCTED OF DUCTILE IRON PIPE COMPLYING WITH WATER SUPPLY STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE OF THE POINT OF
CROSSONG AND PRESSURE TESSTED TO 150 PSI PRIOR TO BACKFILLING. THE CROSSING SHALL BE ARRANGED SO THATH THE SEWER JOINTS WILL BE
EQUIDISTANT AND AS FAR AS POSSOBLE FROMTHE WATER MAIN JOINTS.
15. WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF 10 FT.
16. WATER MAINS AND STORM DRAINS SHALL HAVE A MIN. VERTICAL CLEARANCE OF 12 IN. SEWER MAINS AND STORM DRAIN SHALL HAVE A MIN.
VERTICAL CLEARANCE OF 241N. IF MIN. VERTICAL CLEARANCE CANNOT BE MAINTAINED DI PIPING MUST BE USED.
17. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH UTILITY COMPANIES AND OTHER TRADES INCLUDING. NATURAL GAS, ELECTRICITY,
TELEPHONE AND CATV.
18. CONTACT ELECTRIC COMPANY TO COORDINATE INSTALLATION OF SITE LIGHTING FIXTURES. INSTALL 2 IN. PVC CONDUIT AS DIRECTED BY ELECTRIC
COMPANY. CONDUIT SHALL BE INSTALLED BT THE GENERAL CONTRACTOR AT A
MINIMUM BURY OF 24 IN. TO 4 FT. BEHIND THE CURB OR SIDEWALK.
19. THE FIRE PROTECTION SYSTEM WITHIN EACH BUILDING WILL HAVE A DOUBLE CHECK DETECTOR CHECK VALVE ASSEMBLY (DCDA) LOCATED WITHIN THE
BUILDING.
20. PUBLIC UTILITY OWNERSHIP AND MAINTENANCE OF FIRE LINES ENDS AT THE CLOSEST POINT 5 FEET FROM THE BUILDING. ALL CONSTRUCTION TO BE
IN ACCORDANCE WITH ALL HOKE COUNTY STANDARDS AND SPECIFICATIONS.
21. SITEWORK (UTILITY) CONTRACTOR SHALL INSTALL ALL FIRE LINES INTO THE BUILDING FIRE CHASE, AND TERMINATE WITH FLANGE(S) 12" ABOVE
PROPOSED FINISHED FLOOR, AFTER BUILDING FOUNDATIONS HAVE BEEN FORMED AND BUILDING LAY -OUT COMPLETED BY BUILDING CONSTRUCTORS.
VICINITY MAP
Not To Scale
BEFORE YOU DIQI
CALL 1-800-032-4049
N.C. ONE -CALL CENTER
ITS THE LAWI
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Scale:
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Date:
JANUARY 2012
J
P.O. BOX 1516
N'EAVERVTLLE, NORTH CAROLINA 28
P. 828.645.7088
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Project No: 1 1 O5

COMMERCIAL RETAIL
Hoke Landing LLC
D.B. 549, Pg. 695
'Hoke Landing'
Cab. 3, Slide 3-I1, Map 007 &9D.&O- _. i
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xoxELANDING uc �/ /� �i PROJECT DATA
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\ # 494450001003 w S E L
.-P.._.._.._.._.._.._.._.._.._.._.._.._.
i� �-'� w- � ". -"' ♦ DEVELOPER FINANCIALLY UB POND GRE N APARTMENTS
` SDMH ZONING s `�- `_® �, >< ; 111\ '� ��t DUCATIONA /
Rim E(.= 253.63' He ♦ O 1 ` o \ \ SOCIATES LIMI ED PARTN RSHIP
w 3' j RESPONSIBLE PARTY: 2939 BREEZEWOOD AVENUE
Inv.El.= 240.53' �%, p es J --�� t+ a ; 1 t 1 SUITE 201
\\ �j w / PRQ20SE0' 151 COMMERCIAL RETAIL ; \ \ < ,, +, (SCHOOL) FAYETTEVILLE, NC 28303
i SILT FENCE 1 .\ \
j
\ PROPOSED w, Lot No. 1 hl 1 \\\`5k' i
\\ SILT FENCE %•�' = 252.60' / ^ ` 1 CONTACT: MR. JAMES B. SMITH
243.21:�� /i `..' \`� / • 'S. 1 �` \ 4 c}
1 1 '' CONTACT NUMBER: [phone]
S RIDDLE, JOSEPH P III a ; r
,
PIN # 4944-5000-1020 1 ' 1 PROPERTY OWNER: CLUB POND GREEN ASSOCIATES
LIMITED PARTNERSHIP
2.32 Acres
PROJECT: CLUB POND GREEN APARTMENTS
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BUILDNG r �' 1 y PROJECT PINS: 4944-5000-1020 (PARENT TRACT)
name on file w Spy.\�fV
\ `` ZONING
James R. Riley and wife, 5 ��� \� -�� \S `� > He 1 \ \ { - \ , LATITUDE & LONGITUDE: 35.004371 N, 79.172237 W
Shelva Riley�.,-�...•�'\� \ \ ; ,Unnn/
D.B. 327, Pg. 684 �`._ _ !" 7 , .` �, 4
\ 54,0P DEED BOOK/PAGE: 01017/0069-00070, 01017/0071-00072, YL r9R0''',
COMMERCIAL <' sra olon/oo73-00077 ,``04 •Fs s)o • t'
RETAIL \\ l B PROPOSED
\ *T FENCE`.� ; 1 \ .� ,,; : Q •••9
PROPOSE j \ ; EXISTING SSMH ENGINEER: MERCER DESIGN GROUP. PC
1 t ; Rlm El,= 254,02' P.O. BOX 1516
SILT FENCE \ \
\ / / / / LIMITS OF \ 1 �' j 1 Inv.EL= 23795' = 44 _
\ PROPOSED \ DISTURBANCE \ 1 �' It� ism WEAVERVILLE, NC 28787 iN.
RILEY,JAM)9R \ I� BUILDING r\ ` \ \ -- �4.52 AC. 1 1\ \\ ` , , ; 828-645-7088
-/ , PROPRP�OSED t �x a �I^,``'
PIN # 49445000100 `� \ ' PAVEMENT r' - 1 \ • IN E
\ CLUB POND GREEN APARTMENT: .;��.'' o
\\ \ h I 1 TOTAL SITE= 6.28tAC.``
ZONING <� \ \ [to
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�<� �j Atl ; t rt Z PHASE 1= 4.72 AC.(LOT No.2)
PHASE II= 1.56 AC.(LOT No.3)
CONSTRUCTION
PERMANENT DIVERSION 9
DITCH 3 ENTRANCE ; '" ;" 'v, bs ra 1
r S / r, 1 � ENTRANCE ROAD ROW= 0.28 AC.
STABILIZL�. LL PERMANENT AN I II -,tt PROPOSE itt._� (850LF. 0 1.07) (MUD MAT) ? ts°"`� j. 1 , ( P)
V \ A p /� f ; +' x TOTAL UNITS= 72 8 HANDICAP UNITS 107
\ - TEMPORARY CONVEYA14CES WITHiN,� I \ I t /� g° - �\ \, °'*�*' ' +" ,
/ \ `J DAYS OF CONSTRUCTION (TYPICAL) , 1"1 ` PHASE II= 24 UNITS
TS
( � ' r , / Ft.NCOOTp OW �:ld I` ' �}{F',uj 2f. �"'- ^ 1 / �.
SEE REQUIREMENTS SKEC D-1 & G-1 \ C , orosE�9D/mi' *"' ® 1 11 ';n +' E j ZONING= RMF RESIDENTIAL MULTI -FAMILY
/ PRQPOSE `\ ` 1 i �.4w ( )
SILT\ FENCE`. �\ ---
\ \ \ �- —/, / ti----25 _ _ ` MAX DENSITY ALLOWED= 15 DU/AC = 88 D.U. MAX
\ `�\\ NMAGR��� � t\ � t` t !��^- ___--'T �� -- ��,� ,/i �� 1\ i PROPOSED DENSITY= 72 DU= 12.54 DU/AC.
PERMANENT DIVERSION.tv
t' _� \ �- \� �� TEMPORARY DIVERSION -� s i _- IyIP aW - �� ✓• /<''„3. '`fir` w �� EX TING STORM DITCH 3 I >
SETBACKS: SIDE= 15 FT
A R�' I E I W H 1 (328L F 0 1 2% 10 I o e i i �s : W �18' V CN)25173 REAR- 25 FT
Designed:
JHM
Graphics:
MDG
Checked:
JHM-JMM
Reviewed:
JHM/JMM
Scale:
1 "=40'
Date:
JANUARY 2012
(850L.F. 0 tux),, _ -
\,� PROPOSED 4'e �' 80 gO w/ ��^�uy ' '-1 ' 18' V (S)251.67
\ PROPOS\E9- uy ss ' R wi i r' 'S' 's,,.% �✓ ,' „ k 1 <p, <,r
a PAVEMENT __-- BLDG. SEPARATION: 25' MIN.
BUILDING >r�'� `� �PHAS`��`� �� i t\ - 1 _ ,� h.�•'>:.;�`,,.w" �' '� r 1 ` �; `''"tYrj \
�ll 1 �\ j \ 1 PARKING SPACES REQUIRED: 2 SP/DU=144 SPACES
_ ISTING SSMH 2 1 PARKING SPACES PROVIDED:157 SPACES TOTAL
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' LIMITS OF�` •k � � =� =LOT� ,I r•'' !l� !'I /,yL1i - � , �, 0
DISTURBANCE <� V , „' L �� t .r' Yu
1 �� '�) il/ j \ o $ Rlm El.= 254.36' O PHASE I =116 SPACES
4.52 AC. A _ A ` t1 �� i + `, t' r JILv _� �• \ Z
�- . �'' - �t O ; Inv.El.= 249,22' 1 De ✓I 1U� R/w to +3 SPACES (COMMUNITY BLDG.)
.� #�, Nofi' IRDG
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\ 4. 2 AG�c$ _-,*I,, i±1. ILA+f�L _--� {�:+s �� 1 j �i}�Lk0INGLASERWASH,LLC � D,B. :cc+ 119 SPACES PROVIDED 7 ADA SPACES INCL.
.' PERMANENT DIVERSION 1� t V `, _..� ��; ,,fl//I1 y ,. # 494450001437 ( )
PHASE II =38 SPACES 3 ADA SPACES INCLUDED
r PROPOSED ' � r ' � �? � � c-2383
1x� OVdENGPIEERQJG.SrAtCNRAtEryGP1EEPPIG
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DITCH 1 v A� (418IMPERVIOUS AREA
LF. O 0.9X) \ `'' \ � 1/-� ` " b� �� PHASE 1= 2.26 AC.
v �. •{ j ��=1L�1L"� �V t� V 1.- TEMPORARY DIVERSION
PHASE 11= 0.81 AC. P.o.BOX 151s
30' LEVEL SPREADER' 1 �� -"� \` \` i 1 ��'-� \ \ --„� \ PI, \ I DITCH 2 (305LF. 0 0.8%) �,> ; <( W VERVMLE, NORTH CAROLINA ffi/wl
DISSIPATOR . \ �� \ ) j / t \ _- �' s r ri Hoke Landing Laserwash, LLC P:828.4a57M
1� D.B. 758, Pg. 221 UTILITIES:
F: 828.645.Tl14
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av j Lot 2 PHASE I: wwwmagengmm
` V4 'Minor Subdlvlslon Survey for
\II '-PROPOSED
�� '�� ' \\ \ r -� +t ,� ` \ y WATER= 12 3-BR ®360 d UNIT= 4,320 d
RILEY, JAMES R , - Joseph P. Riddle, III' ( ) gP / gP
PIN#494450001014 \� \\ ' { ` I ` \ N`s SIR ', wfNr Cab. 3, Slide 3-59, Map 001 (36) 2-BR ®240gpd/UNIT= 8,640gpd m
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\' L 1 A `\ I �` \ ww �'. CLUBHOUSE OFFICE = S
w PHASE II j j, �. TOTAL=13,460gpd
�,.w Lot No. 3 1jr�,'TOMMERCIAL SEWER= 13,460gpd 00
\\ '\ t / w,�l✓'' 1.56 Acres 1���}& SERVICE PHASE It: V a Q
WATER= (16) 2-BR 0 240gpd/UNIT= 3,840gpd z
&t t ZONING) fi (8) 3-BR 03609pd/UNIT= 2.880aod o
ww/ )f / / I js"k He TOTAL= 6,720gpd m
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1\1�fr} i PROPOSED � �j �E SEWER= 6,720gpd �� Q
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1 �� 1 SILT FENC SITE AMENITIES A IIww
`\ E ILTR TiON D \ ! \ Y j THE FOLLOWING ITEMS HAVE BEEN NOTED ON THE SITE PLAN tr/ IL
\ Mv: a2.o \ /. / \�S I I ` j = k' > TO BE PROVIDED WITH THE PROJECT: L Z
ns:nlw I IR IN : 247 i !"1
S� D" I i j STABILIZE ALL PERM NENT AND / 1 \'i"' ICU
'
James R. Riley and wlFe, eeul \ �, I �� ® \ ' O
Shelva Riley \ ) / / I TEMPORARY CONSTRUCT!
WITHIN PLAY GROUND UI EQUIPMENT &BENCH W Q O
Tract II6 3.94 Acres r ',t 7 1 I 7 DAYS OF CONSTRUCTI N (TYPICAL) TOT LOT W/ EQUIPMENT &BENCH
D.B. 327, Pg. 684 1 jly / / SEE REQUIREMENTS SHEEP D-i & G-1 R CATES COVERED PICNIC AREA W/ TABLE & GRILL (150 SF) cc
\ 1. \ }1 y✓ \ ( / SIR/ C j I j fR \Y,INVESTMENTS OUTDOOR SITTING AREAS W/BENCHES (3 LOCATIONS) Q Q
nawt mra oow� i- y� �/ 'J' I l r I ) .w ' LLC FREE STANDING GAZEBO 100 SF
COMMERCIAL RETAIL WK*NNT4�1 1y / / TEMPORARY DIVERSIONI / / ( ) z
why a 4• _�' - �t ;
DITCH 3 200L.F. 0 0.3 ) w P� # 494450001022 LANDSCAPED ENTRY +ENTRANCE SIGN t /
/w �/ (Lot No. 1) IRRIGATED LAWNS �AA~'' O
ZONING 1 N ,� '�. �' / \ / 1 I ww CA,,�,�5.�(�\, , 2 BIKE RACKS W W O !+
1 1. 5 , , �� / \ PROPOSED / �� _t�1l l I /� INVESTMENTS h�
He PAVEMENT y� \ 1 I /'� , LLC \ COMMUNITY BUILDING WITH THE FOLLOWING: r W PIN # 494450001023 LARGE COVERED SITTING PORCH Z
(Lot No. 2) \ OFFICE W/ CLOSETS AND HC TOILET O
LAUNDRY ROOM W/ 4 WASHERS & DRYERS43
in
PROPOSED ) I/ ® j I ww� / CATES COMPUTER CENTER W/ HIGH SPEED INTERNET (2 STATIONS) IIIIIII
` y
BUILDING / L / / / INVESTMENTS \ \ MULTI -PURPOSE ROOM W/ KITCHENETTE Q r
LLC GAME/ CRAFT AREA N O
20NING PIN#494450001024 ` TV/SITTI Z cc
RA-Ao smnerflrld \ WNtED BUILDINGS A' W
y / '' i V41ao rfDv, Part� BLDG. 1: 2 STORY 8-2 BR W O W
30' TEMPORARY LEVEL �, ` "' / ww j ,.- VA* 400, Plat 006 ` MW
SPREADER DISSIPATOR // ,11 X\ j/ ww/ ` ICATES`�/ `, \, \ BLDG. 2: 2 STORY 8-2 BIR
w
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INVESTMENTS \ (Lot No. 3) BLDG. 3: 2 STORY 8-2 BR m
/ LLC �u o Wurnen's
°" / Lw/ PIN # 494450001025 \ BLDG. 4: 2 STORY 4_-3 BR4IR 4 13u Lr Non auli e ' F
(Lot No, 4) \ ,
pE °A w PER ENT DIVERSION INVECATESSTMENTS `, , \ rL'1 er"a �� t' !, ¢ i0.:tcr n -;st ct tar r �' H
BLDG. 5: 2 STORY 4-2 BR t�%�r �7�^'3 r'�° '._`r"tr ' '�dh o z
"' / �,aad / DITCH (24 L.F. 0 0 ) SINGLE FAMILY 4-3 BR ", , ,. a
PROPOSE 6 / LLC GRAPHIC SCALE BLDG. 6: 2 STORY 4-2 BR 1�0 0�-._ Slg�1 - o
SILT FENCE 1 w % / ,\ / PIN # 494450001026 , RESIDEi111TIAL 4-3 BR —
1 LIMITS OF / / (Lot No. 5) , , 40 0 20 40 so 120
DISTURBANCE / \ \ BLDG. 7: 2 STORY 4-2 BR (/ Sheet No.: NO OF
4.52 AC. / // 1 4-3 BR
/ /' LMAN, LARRY BLDG. 8: 2 STORY 4-2 BR
ALLMAN, LARRY `& # 494450001027 \ Sheet:
PIN# 494450001028.1-- ,\ / / IN ,` ` 1 inch = 40 ft.
(lot No. 6) \ , BLDG. 9: 2 STORY 8-2 BR
\
(Lot No. 7) TOTAL DU= / \ 72 Project No: 11051
(Lot No. 8) 1
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RILEY,
PIN # 49
RILEY, JAMES R
PIN # 494450001014
Hoke Landing LLC
D.B. 549, Pg. 695
'Hoke Landing'
Cab, 3, Slide 3-11, Map 007
HOKE LANDING LLC
PIN # 494450001003
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SUdt 400, Plat 006
INVESTMENTS
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PIN # 494450001025
(Lot No. 4)
# 494450001437
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PIN # 494450001022
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PIN # 494450001023
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GRAPHIC SCALE
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( IN FEET )
1 inch = 40 ft.
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PROJECT DATA
DEVELOPER/FINANCIALLY CLUB POND GREEN APARTMENTS
RESPONSIBLE PARTY: 2939CBREEZEWOOD PARTNERSHIP
SUITE 201
FAYETTEVILLE, NC 28303
CONTACT: MR. JAMES B. SMITH
CONTACT NUMBER: [phone]
PROPERTY OWNER: CLUB POND GREEN ASSOCIATES
LIMITED PARTNERSHIP
PROJECT: CLUB POND GREEN APARTMENTS
PROJECT PINS: 4944-5000-1020 (PARENT TRACT)
LATITUDE & LONGITUDE: 35.004371 N, 79.172237 W
DEED BOOK/PAGE: 01017/0069-00070, 01017/0071-00072,
01017/0073-00077
ENGINEER: MERCER DESIGN GROUP. PC
P.O. BOX 1516
WEAVERVILLE, NC 28787
828-645-7088
CLUB POND GREEN APARTMENTS
TOTAL SITE= 6.28±AC.
PHASE 1= 4.72 AC.(LOT No.2)
PHASE 11= 1.56 AC.(LOT No.3)
ENTRANCE ROAD ROW= 0.28 AC.
TOTAL UNITS= 72 (8 HANDICAP UNITS 10%)
PHASE 1= 48 UNITS
PHASE 11= 24 UNITS
ZONING= RMF (RESIDENTIAL MULTI -FAMILY)
MAX DENSITY ALLOWED= 15 DU/AC = 88 D.U. MAX
PROPOSED DENSITY= 72 DU= 12.54 DU/AC.
SETBACKS: SIDE= 15 FT
REAR= 25 FT
BLDG. SEPARATION: 25' MIN.
PARKING SPACES REQUIRED: 2 SP/DU=144 SPACES
PARKING SPACES PROVIDED:157 SPACES TOTAL
PHASE 1 =116 SPACES
+3 SPACES (COMMUNITY BLDG.)
119 SPACES PROVIDED (7 ADA SPACES INCL.)
PHASE II =38 SPACES (3 ADA SPACES INCLUDED)
IMPERVIOUS AREA
PHASE 1= 2.26 AC.
PHASE 11= 0.81 AC.
UTILITIES:
PHASE I:
WATER= (12) 3-BR ® 360gpd/UNIT= 4,320gpd
(36) 2-BR ® 240gpd/UNIT= 8,640gpd
CLUBHOUSE/OFFICE = 500aod
SEWER= 13,460gpd TOTAL=13,460gpd
PHASE 11:
WATER= (16) 2-BR ® 240gpd/UNIT= 3,840gpd
(8) 3-BR ® 360gpd/UNIT= 2.880aod
TOTAL= 6,720gpd
SEWER= 6,720gpd
SITE AMENITIES
THE FOLLOWING ITEMS HAVE BEEN NOTED ON THE SITE PLAN
TO BE PROVIDED WITH THE PROJECT:
PLAY GROUND W/ EQUIPMENT & BENCH
TOT LOT W/ EQUIPMENT & BENCH
COVERED PICNIC AREA W/ TABLE & GRILL (150 SF)
OUTDOOR SITTING AREAS W/BENCHES (3 LOCATIONS)
FREE STANDING GAZEBO (100 SF)
LANDSCAPED ENTRY +ENTRANCE SIGN
IRRIGATED LAWNS
2 BIKE RACKS
COMMUNITY BUILDING WITH THE FOLLOWING:
LARGE COVERED SITTING PORCH
OFFICE W/ CLOSETS AND HC TOILET
LAUNDRY ROOM W/ 4 WASHERS & DRYERS
COMPUTER CENTER W/ HIGH SPEED INTERNET (2 STATIONS)
MULTI -PURPOSE ROOM W/ KITCHENETTE
GAME/ CRAFT AREA
TV/SITTIOidiED BUILDINGS .
BLDG. 1: 2 STORY 8-2 BR
BLDG. 2: 2 STORY 8-2 BR
BLDG. 3: 2 STORY 8-2 BR
BLDG. 4: 2 STORY 4-2 BR
4-3 BR -v ru�urr f s is
l auuoa I ldo „ try, r�
BLDG. 5: 2 STORY 4-2 BR e r x- i t i v sl> flr
4-3 BR � i 3,ur to i f if to 4h
BLDG. 6: 2 STORY 4-2 BR
4-3 BR
Sb/�i303o�f ,,ar 5_S/_
BLDG. 7: 2 STORY 4-2 BR w ' , of 1
4-3 BR
BLDG. 8: 2 STORY 4-2 BR
4-3 BR
BLDG. 9: 2 STORY 8-2 BR
TOTAL DU= 72
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Graphics:
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Checked:
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Reviewed:
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Scale:
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Date:
JANUARY 2012
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HOKE LANDING LLC
PIN # 494450001003
PERMANENT bjVERSION
DITCH 3- \
(850L.F. ® 1.0�.)\
PERMANENT DIVERSION
DITCH 1 \ \ \
(418L.F. ® 0.9%) \ 2►9�
30' LEVEL SPREADER %
DISSIPATOR \ �\
RILEY, JAMES R
PIN # 494450001014
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OUTLET CONTROL
LEGEND
PROPOSED SEWIM MANHOLE
PRECA
PROPOSED SEWER LINE
(AS P
A
PROPOSED WATER HYDRANT W/OD:
N
PROPOSED WATER VALVE
PROPOSED WATER LINE
PROPOSED SLT FENCE
------ - -------'---------- --- ---
ENSTND WATER LIE
----------------------------------
ENSRNB SEWER LINE
•
ENSTRID SnU MANHOLE
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LAM OF DISMUANCE
PROPOSED STORM PIPE
V O
PROPOSED Rau PROTECTION
PROPOSED OUDET DMMPATOR
QQ<000<1 1<00<K
704-ORARY DIVERSION DITOH
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FLOW ARROW
PROPOSED CATCH BANS
PROPOSED CATCH BASIN REFRENCE LABEL
O PROPOSED JUNCTION BOX
PROPOSED 910M1 JUNCTION REFTWNCE LABEL
— - - - - - - —
EASING MAJOR CONT"
DMMD MINOR CONTOUR
PROPOSED FENCE
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PROPOSED SPOT EU IVAT10N
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PROPOSED TOP OF BACK OF CUM ELEVATION
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EMBING STOW WATER MANHOLE
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INV:242.0 '
WEIR INV: 247.0
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CLUB POND GREEN APARTMENTS
TOTAL SITE= 6.28±AC.
PHASE 1= 4.72 AC.(LOT No.2)
PHASE 11= 1.56 AC.(LOT No.3)
ENTRANCE ROAD ROW= 0.28 AC.
TOTAL UNITS= 72 (8 HANDICAP UNITS 10%)
PHASE 1= 48 UNITS
PHASE II= 24 UNITS
ZONING= RMF (RESIDENTIAL MULTI -FAMILY)
MAX DENSITY ALLOWED= 15 DU/AC = 88 D.U. MAX
Lot N o . 1 PROPOSED DENSITY= 72 DU= 12.54 DU/AC.
RIDDLE, JOSEPH P III SETBACKS: R AR=125FFT
PIN # 4944-5000-1020 BLDG. SEPARATION: 25' MIN.
2.32 Acres PARKING SPACES REQUIRED: 2 SP/DU=144 SPACES
PARKING SPACES PROVIDED:157 SPACES TOTAL
PHASE 1 =116 SPACES
+3 SPACES (COMMUNITY BLDG.)
119 SPACES PROVIDED (7 ADA SPACES INCL.)
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Section One, Part One
Villas of SurHnerfield'
Slide 400, Plat 006
NOTE: DO NOT INSTALL ANY UTILITY
PIPING WITHIN 10 FT. OF ANY
BUILDING LINES UNTIL FOUNDATION
FORMING HAS BEEN COMPLETED.
LEGEND
•
PROPOSED SEWER MANHOLE
PROPOSED SEWER LINE
A
PROPOSED WATER HYDRANT
N
PROPOSED WATER VALVE
PROPOSED WATER LINE
PROPOSED SILT FENCE
---------- _-----------------------
____ _
EXISTING WATER LINE
__________________________________
EASTING SEWER LINE
®
EXISTING SEWER MANHOLE
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LIMITS OF DISTURBANCE
PROPOSED STORM PIPE
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PROPOSED INLET PROTEcnON
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PROPOSED OUTLET DISSIPATOR
'QQQQQQQQQQQQQ'
TEMPORARY DIVERSION DITCH
-y
FLOW ARROW
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PROPOSED CATCH BASINS
PROPOSED CATCH BASIN REFRENCE LABEL
O
PROPOSED JUNCTION BOX
PROPOSED STORM JUNCTION REFRENCE LABEL
- -
— - - - -
EXISTING MAJOR CONTOUR
-
- - - -
EXISTING MINOR CONTOUR
D O
O D D
PROPOSED FENCE
�®
PROPOSED SPOT ELEVATION
PROPOSED TOP OF BACK OF CURB ELEVATION
EXISTING STORM
0
DOSTING STORM WATER MANHOLE
EXISTING CATCH BASIN
36" TRANSITION TO 0' CURB HEIGHT
/ / I CATES`
I INVESTMENTS (Lot No. 3) GRAPHIC SCALE
LLC
31 1 0 15 80 120
/ PIN # 494450001025
(Lot No. 4)
PERM, ENT DIVERSION CATES ( IN FEET )
DITCH (243L.F. ®O)8%) INVEL1L1vCIENTS 1 inch = 30 it.
PIN # 494450001026
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PERMANENT IDIVERSIOTI
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RIM: 250
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PERMANENT PERMANENT DIVERSION
DITCH 1 \ �, \ �\ - 4B'xB4a' KI
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RIM: 24&0
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DISSIPATOR A
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PIN # 494450001014
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TOP: I WEIR INV: 24T
WEIR: 247.0(SVDE
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I� ,yabI MM:241
' INN 7.41
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PRECAST CONC. ENDWALL A it
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(AS PER NC DOT W/CUSTOM WEIR a�4 0)RIFICE\ 1 /
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TOT LOT
PROPOED 111111-2
RIM: 254.36
INV EL IN . 242.02
INV EL OUT-241.92
CLUB POND GREEN APARTMENTS �, t
TOTAL SITE= 6.28±AC.
PHASE 1= 4.72 AC.(LOT No.2) '
1
PHASE II= 1.56 AC.(LOT No.3) : 1
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ENTRANCE ROAD ROW= 0.28 AC.
,
TOTAL UNITS= 72 (8 HANDICAP UNITS 107)
PHASE 1= 48 UNITS
PHASE II= 24 UNITS
ZONING= RMF (RESIDENTIAL MULTI -FAMILY) 3 % 1 �, 11
o ; \ \ :1
MAX DENSITY ALLOWED= 15 DU/AC = 88 D.U. MAX
PROPOSED DENSITY= 72 DU= 12.54 DU/AC.
SETBACKS: SIDE= 15 FT
REAR= 25 FT 3 ; j
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BLDG. SEPARATION: 25' MIN. :�,
PARKING SPACES REQUIRED: 2 SP/DU=144 SPACES
PARKING SPACES PROVIDED:157 SPACES TOTAL
PHASE 1 =116 SPACES
+3 SPACES (COMMUNITY BLDG.)
119 SPACES PROVIDED (7 ADA SPACES INCL.) ,
PHASE II =38 SPACES (3 ADA SPACES INCLUDED)N",
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INV. 250
TOP:51.00 1 \ \
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ING LASERWASH, LLC
:1 # 494450001437
LEGEND
•
PROPOSED SEWER MANHOLE
PROPOSED SEWER LINE
A
PROPOSED WATER HYDRANT
N
PROPOSED WATER VALVE
PROPOSED WATER L14E
PROPOSED SILT FENCE
-----------------------------------------
EXISTING WATER LINE
____________________________
EXISTING SEWER LINE
®
EXISTING SEWER MANHOLE
LIMITS OF DISTURBANCE
PROPOSED STORM PIPE
v O
PROPOSED INLET PROTECTION
PROPOSED OUTLET DISSIPATOR
'QQQQQQQQQQQQQ'
TEMPORARY DIVERSION DITCH
�-�
FLOW ARROW
®
PROPOSED CATCH BASINS
PROPOSED CATCH BASIN REFRENCE LABEL
O
PROPOSED JUNCTION BOX
PROPOSED STORM JUNCTION REFRENCE LABEL
— —
— — — — — — —
EXISTING MAJOR CONTOUR
— —
— — — — —
EXISTING MINOR CONTOUR
CI O
O O D
PROPOSED FENCE
�®
PROPOSED SPOT ELEVATION
PROPOSED TOP OF BACK OF CURB ELEVATION
— .--_----.--.------
EXISTING STORM
0
EXISTING STORM WATER MANHOLE
to
EXISTING CATCH BASIN
I 0 1
38' TRANSITION TO 0' CURB HEIGHT
LLC
PIN # 494450001024
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Sectlon One, Part One
Vlllas of Summerfleld'
Sllde 400, Plat 006 GRAPHIC SCALE
1CATES� �
INVESTMENTS (Lot No. 3) 30 0 1s 3o so 1zo
\ ' LLC
PIN # 494450001025
(Lot No. 4) ( IN FEET )
l PERM�ENT DIVERSION/ INVESTMENTS
DITCH (243L.F. ®078%)
I inch = 30 ft.
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Designed:
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Graphics:
MDG
Checked:
JHM-JMM
Reviewed:
JHM/JMM
Scale:
1"=30'
Date:
JANUARY 2012
Sheet No.: NO OF
Sheet:
(DQ3
Project No: 11051
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80LF 18" HOPE O 5.OX
(TEMPORARY)
INV:247.0
TEMPORARY DIVERSION
DITCH 2 (306L.F. O 0.8%)
/ RIP -RAP ENTRANCE
STABILIZATION
TSB-1
50'X25'
TOP OF POND: 251.0
BOTTOM OF POND: 247.0
SEDIMENT STORAGE INV: 246.0
TSB-1
NOT TO SCALE
PERMANENT DIVERSION
DITCH NO. i
RIP "RAP
DIKE (SEE PLANS) ENTRANCZAET,
10N STAB
ID
"'y )'yv�
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SILT FENCE
DOWN GRADE OF
BASIN
(INSTALLED
BEFORE
CONSTRUCTION
OF BASIN)
ky
PVC END
PVC ELBOW
PVC TEE-/ PVC END CAP
PVC PIPE
1/2" HOLES IN
UNDERSIDE
FLEXIBLE
END VIEW
ZONE 35X OF SUFFACE AREA
DIVERSION SEE PLANS)
ST CHAMBER 25X OF SURFACE AREA
SILT FENCE BAFFLES (3)
SECOND CHAMBER 25% OF
-.SURFACE AREA
'FOUTLET ZONE 15X OF
\ `I
PVC VENT PIPE
SCHEDULE 40 PVC
ARM ASSEMBL
SKIMMER DETAIL
NOT TO SCALE
40 PVC PIPE
TER SURFACE
-ORIFICE PLATE
TEE
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TER ENTRY UNIT
FRONT VIEW
NOTE: SKIMMER IS TO BE A SURFACE
DEWATERING DEVICE SUCH AS THE
FAIRCLOTH SKIMMER OR APPROVED EQUAL.
SKIMMER DESIGN
72 HR DRAWDOWN USING 1.5"SKIMMER.
V=2,880 cf = 1.2" ORIFICE (0.08 CFS)
(FROM FAIRCLOTH SKIMMER DESIGN SOFTWARE)
BOTTOM OF DIVERSION DITCH SILT FENCE BAFFLES (3 REQ'D.) 700 G/M
COIR MESH OVER WIRE FABRIC MESH. 6" WIRE MESH
ATTACH SIMILAR TO SILT FENCE DETAILS. BURY DEPTH
MAX. WATER
-- _.._.._.._.._. _.._.._.._.._.._. _.._.. LEVEL _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..
RIP RAP ENERGY 411111111V
DISSIPATOR 18" COIR MESH
FABRIC BURY 1
WIRE/ROPE O TOP OF DEPTHPOSTS
�1 POND BOTTOM 83.0-� I 11 III 1
SEDIMENT STORAGE
AREA
ARE
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AREA_�AREA_A
10' MIN.
SURFACE
URFACE
SURFACE
STEEL 'T' POST 0 4'-0" O.C. 24"
EMBEDMENT (FABRIC TO BE INSTALLED AS
PER SILT FENCE DETAILS
INSPECT BAFFLES AT LEAST ONCE A WEEK
AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
TEMPORARY SEDIMENT BASIN NO.1
2�5
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NOT TO SCALE
CHAIN -LINK FENCE
INV:243.0 88
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OUTLET CONTROL
ENERGY
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STRUCTURE
DISSI ATOR
TOP:248.0
WEIR: 247.0(6'WIDE)
TSB-2
NV: 243.0
INV: 243.50
TOP OF POND: 247.0
30' GRASSED VEGETATIVE
BUFFER
XFILTRATION POND
(O 5% MAX SLOPE)
INV: 242.0
-
VVEIR'INV: 247.0
SKIMMER TO BE REMOVED
UPON RETIREMENT OF SEDIMENT BASIN SKIMMER DEWATERING DEVICE CONNECTED
i
AND OUTLET CAPPED UPON
ND. 2, REMOVE ALL SILT DEPOSITS AND
TO 2" PIPE. UPON RETIREMENT OF
A
RETIREMENT OF SEDIiiNT
EXCAVATE 18' OF SEDIMENT BASIN
BOTTOM 70 ACHEIVE BOTTOM OF
SEDIMENT BASIN, REMOVE SKIMMER AND
PLUG 2' PIPE.
51.
BASIN
BOTTOM OF INLET DITCHES
SILT FENCE BAFFLES (3 REG-D.)
700 G/M COIR MESH OVER WARE
EXFILTRATION POND.
70P OF BASIN EL 248.0
(EL 247.0)
FABRIC MESH. ATTACH SIMILAR 70
6" WARE MESH
SILT FENCE DETAILS
BURY DEPTH
WEIR EL 247.0
MAX
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DISSIPATOR
18' CCIR MESH FABRIC EXFIL7RATION
AFTER RETIREMENT AS SEDIMENT
WIRE/ROPE O TOP OF POSTS
BURY DEPTH POND
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INV: 242.0
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INV EL•243.0--
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TSB-2
NOT TO SCALE
BEFORE YOU DK31
CALL 1-800-632-4040
N.C. ONE -CALL CENTER
17178 THE LAWI
INSPECT BAFFLES AT LEAST ONCE A
WEEK AND AFTER EACH RAINFALL MAKE
ANY REWIRED REPAIRS IMMEDIATELY.
35"
OF 25% OF 25X OF 15X OREF
10' MIN. SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AA
STEEL 'Y POST O 4'-0" O.C. 24' FOR DETAILS OF OUTLET 5
!71
EMBEDMENT (FABRIC TO BE INSTALLED AS
PER SILT FENCE DETAILS) STRUCTURE SEE DETAIL
INSPECT BAFFLES AT LEAST ONCE A
WEEK AND AFTER EACH RAINFALL MAKE
ANY REWIRED REPAIRS IMMEDIATELY.
SHWr EL' 228'0 STORMWATER EXFILTRATION
�.. _.. _.. ............. ._.._........ _.
BASIN AND EROSION CONTROL
SKIMMER BASIN NO.2 SECTION
NOT TO SCALE
Nam:
1. SIZE BASINS AS SHOWN IN CHART IN DETAIL DRAWINGS.
2. MAINTENANCE: INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD
OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF
THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN
A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR
PIPING.
3. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A
MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT.
IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE
DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE
REPLACED IMMEDIATELY.
4. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE
SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
CONSTRUCTION WITH SEEDING.
WEIR SECTION
NOT TO SCALE
TOP OF BASIN EL. 252.0 (MIN.)
WEIR EL. 251(SEE WEIR DETAIL)
6&�;J12" MIN.
�12" CLASS 'B'
RIP -RAP
LAYERS OF 6-MIL POLY SHEET AROUND
PERIMETER OF BASIN EMBANKMENT
1
GRASSED VEGETATIVE BUFFER
(O 5X MAX SLOPE)
X-EL 242.68
TOP OF BASIN
GRADE VARIES
OF WIER ROCK (SEE WEIR DETAIL)
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WEIR WIDTH: e'
BASIN
ISO
247.0
245.88
242.95
I EL 242.0
BASIN 2 WEIR SECTION
NOT TO SCALE
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Graphics:
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Checked:
JHM-JMM
Reviewed:
JHM/JMM
Scale:
NOT TO SCALE
Date:
JANUARY 2012
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Project No: 11051
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W/ CARRIAGE THRU BOLTS TWO
45'
PER SIGN FOR MOUNTING ------------------ -
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12" /W2
0
"LOADING ZONE" FOR PASSENGER ./�\
RESERVE )/ LOADING ZONE SIGN PJ.AN BASE & WALL SECTION
PARKING J
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I
GREEN ON WHITE
WITH 1 1/2" LETTERS
1ALTY
IN II PENS 250
VAN
iO ACCESSIBLE
1 3/4" 0 O.D. GALV. MTL. PIPE
PAINT COLOR AS SELECTED
BY ARCHITECT
L� 2 WELDED #3 BARS 4" LONG
u 6" X 24" DEEP NON -SHRINK
EPDXY GROUT FOOTING
0
COMPACTED FILL
HANDICAPPED PARKING SIGN
N.T.S.
C11 L 9'_0"
CL 9._0" CL 9'-0" CL
HANDICAP STALL
ACCESS AISLE
HANDICAP STALL
24" CURB & G
4
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FRONT ELEVATION SIDEELEVATION
NFAMALL DWEN11M
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NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MIN.
2. REINFORCEMENT STEEL SHALL MEET ASTM 615
GRADE 60 WITH 2" MIN. CLEARANCE
3. CHAMFER ALL EXPOSED EDGES 3/4"
4. PIPE TO BR GROUTED INTO HEADWALL BY
CONTRACTOR BONDING AGENT MAY BE USED
5. ALL DIMENSIONS ARE NOMINAL
1IARIES—+-I ALL RE -BARS
I AS PER
TABLE O
TABLE
13 I
BASE SLAB REINFORCING 1 WING WALL REINFORCING BACK WALL REINFORCING
PRECAST CONCRETE 450 HEADWALL TYPE II
NOT TO SCALE NC DOT 838.80
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GANERAL
NOTES:
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CARQ����
1.
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
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2.
CONSTRUCT BOTTOM SLAB WITH FORMS.
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3.
WHEN CONTRACTOR ELECTS TO USE A CONSTRUCTION
-
JOINT AT THH BOTTOM OF THE PIPE, PLACE DOWELS
= -
IN THE BASE AS SHOWN ON PLANS. SPACE BARS A
_
Q3444
PPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
N:
DEWALK WHEN 4.
APPLICABLE
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION
OF THE PIPE POUR THE BASE
% GINE,,•`� v\'
��i�11j�11j1Mo(fr
SEPARATELYELBOTOM
ME POUR ROUGH.
INDICATED
111
5.
USE CLASS "B" CONCTETE. I _ V-10" 1 - CSLOPEON P AN
NTED STRIPES
(WHITE)
TYPICAL HANDICAP STRIPING DETAIL
N.T.S.
WEIR
BARS
PRECAST CONCRETE HEADWALL TYPE I
NOT TO SCALE
0
R'-1"
FRONT ELEVATION
NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MIN.
2. REINFORCEMENT STEEL SHALL MEET ASTM 615
GRADE 60 WITH 2" MIN. CLEARANCE
3. CHAMFER ALL EXPOSED EDGES 3/4"
4. PIPE TO BR GROUTED INTO HEADWALL BY
CONTRACTOR BONDING AGENT MAY BE USED
5. ALL DIMENSIONS ARE NOMINAL
6. ALL REINFORCEMENT STEEL IN WALL TO BE #6
7. APPROX. WT OF PRECAST UNIT 8500 LBS
8. SO. FT. OF BASE AREA IS 40.00
(1) COURSE BX8X16-
CMU W/CELLS
GROUTED. #4 DOWELS
GROUTED O 24"O.C.
EL:
6' THICK CONC FTG-
W/#4 O 18'0.C. E.W.
6- o
STORMWATER OUTFALL STRUCTURE
DOT 838.80 (MODIFIED AS SHOWN)
NOT TO SCALE
INC DOT 838.01
EL: 248.0'
EL: 247.0'
EL: 245.75'
EL: 242.0'
BEFORE YOU DKN
CALL 1-BOO-632-4849
N.C. ONE -CALL CENTER
m8 THE LAWI
Designed:
JHM
Graphics:
MDG
Checked:
JHM-JMM
Reviewed:
JHM/JMM
Scale:
NOT TO SCALE
Date:
JANUARY 2012
P.O. BOX 1516
WEAVERVILLE, NORTH CAROLINA 2VV
P: 828.6459088
F: 828.645.M4
www.mdgmg.mm
co
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Sheet:
100
Project No: 11051
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