SW8130207_APPROVED PLANS_20130328

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 13020-1
DOC TYPE
❑ CURRENT PERMIT
0 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2003032Fs
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P711 PERSONNEL ADMINISTRATION
CENTER Lf� & VIE I
MCAS NEW RIVER
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MARINE CORPS BASE CAMP LEJEUNE APPROVEI)c:f?
CIMSIONOF WATER QUAUTY
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FACILITIES ENGINEERING COMMAND — MID -ATLANTIC
CORPSNAVAL
MARINE NORTH ♦ • NORFOLK, VA
LOCATION MAP
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LEGEND:
TOP OF CURB OR CONCRETE (TIC) ELEVATION
ELEVATION OF GUTTER, PAVEMENT OR GROUND
SPOT DiVATXN
D TOP OF WALL (TIN) ELEVATION
BITUMINOUS PAVEMENT
FOULARD
BUILDING (BLDG)
CENTERLINE DITCH/SWAN
CONCRETE (GONG.)
CONTOUR
CURB AND GUTTER
EDGE OF WOODS
FENCE
GRAVEL
SIGN
TOE OF ROPE (LOST
TOP OF BANK HUB.)
TREE
OVERHEAD (OH.) UNE
STORM (S) SEWER
UNDERGROUND (UG) ELECTRIC (ELECT
WATER (W.) MAIN
FIRE HYDRANT (FH)
WATER VALVE (WV.)
SANITARY SEWER
SANITARY MANHOLE
CLEANOUT
STORM MANHOLE
GUY WIRE
HEADWNL (HOWL)
TELEPHONE (EL) PEDESTAL (RED.)
UTILITY ROLE
UTILITY ROLE W/ LRAM
BARBED CORE
INAGCESS&E
INVERT
STRUCTURE
WITH
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Qa MAR 2 5 2013
6Y:
CIVIL ABBREVIATIONS:
A/C
AIR CONDITIONING UNIT
APPROX
APPROXIMATE
MH
MANHOLE
BLDG
BUILDING
BOL
BOLLARD
BW
BOTTOM OF WALL
CONC
CONCRETE
DIP
DUCTILE IRON PIPE
EJB
ELECTRIC JUNCTION BOX
EMH
ELECTRIC MANHOLE
EP
EDGE OF ASPHALT PAVEMENT
FDC
FIRE DEPARTMENT CONNECTION
FES
FLARED END SECTION
FEE
FINISHED FLOOR ELEVATION
PHI
FIRE HYDRANT
FL
FLOW UNE
FM
SANITARY SEWER FORCE MAIN
TO
FIBER OPTIC
GV
CATE VALVE
INV
INVERT
L/P
CONCRETE LIGHT POLE
MG
MATCH EXISTING GRADE
PN
POST INDICATOR VALVE
P/P
POWER POLE
RD
ROOF DRAIN
SCO
SANITARY CLEANOUT
SMH
SANITARY MANHOLE
IBM
TEMPORARY BENCHMARK
PAN
TELEPHONE MANHOLE
T RED
TELEPHONE PEDESTAL
708
TOP OF BANK
TSV
TAPPING SLEEVE & VALVE
TW
TOP OF WALL
UD
UNDER DRAIN
UGE
UNDER GROUND ELECTRICAL
U.O.N.
UNLESS OTHERWISE NOTED
VB
VALVE BOX
WV
WATER VALVE
DEMOLITION NOTES
1. REMOVE AND DISPOSE OF EXISTING
MANMADE SURFACE FEATURES WITHIN THE LIMIT OF
WORK INCLUDING BUILDINGS, STRUCTURES. PAVEMENTS,
SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC.
UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
REMOVE AND DISPOSE OF EXISTING UTILITIES,
FOUNDATIONS, UNSUITABLE MATERIAL WITHIN THE
PROPOSED BUILDING FOOTPRINT AND TEN -FEET BEYOND
AND BENEATH PROPOSED EXTERIOR COLUMNS, PER
DRAWINGS AND SPECIFICATIONS.
2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS
OTHERWISE NOTED, IN CONFORMANCE WITH STATE,
LOCAL, BASE PAID INDIVIDUAL UTILITY COMPANY
STANDARDS, AND DETAILS. THE CONTRACTOR SHALL
COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
3. DISPOSE OF DEMOLITION DEBRIS IN
ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND
LOCAL REGULATIONS, ORDINANCES AND STATUTES.
LAYOUT NOTES
1)
L CURB RADII ARE 5 FEET TO FACE OF CURB UNLESS
OTHERWISE NOTED.
2. CURBING SHALL BE CAST -IN -PLACE WITHIN THE SITE
UNLESS OTHERWISE INDICATED ON PLANS.
3. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING
DIMENSIONS AND DETAILS CONTIGUOUS TO THE
BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING
ENTRANCES, STAIRWAY, UTILITY PENETRATIONS,
CONCRETE DOOR PADS, LOADING DOCKS, BOLLARDS, ETC.
4. ANT' PROPERTY UNE MONUMENTA➢ON DISTURBED
DURING CONSTRUCTION SHALL BE SET OR RESET BY A
PROFESSIONAL LICENSED SURVEYOR.
J
UTILITY NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON DELD SURVEYS,
AVAILABLE RECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. PRIOR TO
EXCAVATION (AT LEAST 72 HOURS OR THE MORE RESTRICTNE MINIMUM NOTIFICATION
PERIOD), ME CONTRACTOR SHALL CONTACT THE ROICC/OICC, PUBLIC WORKS
DEPARTMENT. FEAD AND STATION LOCATING SERVICE SUCH AS 'DIGSAFE, MISS UTILITY,
ETC.; TO ALLOW MARKING OF EXISTING BURIED UTILITIES.
ALL SOSTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY IDENTIFIED
BY A THIRD PARTY, INDEPENDENT. PRIVATE UTIU1Y LOCATING COMPANY. IN ADDITION TO
ANY STATION LOCATING SERVICE SUCH AS'DIGSAFE, MISS UPUTY, FTC.; AND
COORDINATED WITH THE ROICC/OICC . PUBLIC WORKS DEPARTMENT AND FEAR. ANY
MARKINGS MADE DURING ME UTILITY INVESTIGATION MUST BE MAINTAINED THROUGHOUT
THE CONTRACT.
WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRILLING
THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS SURFACES, ME THIRD
PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY SHALL LOCATE UNLRY DEPTH BY USE
OF GROUND PENETRATING RADAR (GPR). X-RAY. BORE SCOPE, OR ULTRASOUND PRIOR TO
THE START OF DEMOUDQ4 AND CONSTRUCTION. OUTAGES TO ISOLATE UTILITY SYSTEMS
MUST BE USED IN CIRCUMSTANCES WHERE U➢UTIES ARE UNABLE TO BE POSBVELY
IDENDFIED. ME USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR
FROM MEETING THIS REQUIREMENT.
THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING
UTILITIES AND ANY DAMAGE TO THE UTILITIES SHALL BE IMMEDIATELY REPAIRED AT THE
CONTRACTORS EXPENSE. THE CONTRACTOR SHALL BE REWIRED AND AGREES TO COMPLY
WIM ALL ME PROVISIONS OF THE GOVERNMENT, STATE AND UDUTY FOR UNDERGROUND
DAMAGE PREVENTION AND HEREBY AGREES 10 HOLD ME GOVERNMENT HARMLESS AGAINST
ANY LOSS, DAMAGES AND CLAIMS OF ANY NATURE WHATSOEVER ARISING OUT OF FAILURE
TO COMPLY WITH SAID PROVISIONS.
2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN
APPROXIMATE REPRESENTATION ONLY. PRIOR TO ORDERING MATERIALS AND
BEGINNING OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY AND DETERMINE
THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF POINTS OF CONNECTIONS TO
EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH
THE EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES
WITHIN THE PUBLIC RIGHTS -OF -WAY.
3. WHERE AN EXISTING UTILITY IS FOUND TO CONFUCT WITH THE PROPOSED WORK,
OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK
CANNOT BE COMPLETED AS INTENDED, THE CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER IN ACCORDANCE WITH THE DIFFERING SITE CONDITION
CLAUSE OF THE SPECIFICATIONS.
4. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN
ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTIUTY PLANS.
5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, CAS
GATES, ELECTRIC AND TELEPHONE PULL BOXES. AND MANHOLES, AND OTHER SUCH
ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWSr
k PAVEMENTS AND CONCRETE SURFACES: FLUSH
B. ALL SURFACES ALONG ACCCESSIBLE ROUTES: RUSH
C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE
INCH BELOW SURROUNDING AREA AND TAPER EARTH TO THE RIM
ELEVATION.
6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF
PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE
REQUIREMENTS PROVOED BY, AND APPROVED BY, THE RESPECTIVE UTILITY
COMPANY. FINAL DESIGN AND LOCATION TO BE COORDINATED WITH THE
CONTRACTING OFFICER.
7. MARE ARRANGEMENTS FOR AND BE RESPONSIBLE FOR PAYING FEES FOR POLE
RELOCATION AND FOR ALTERATION AND ADJUSTMENTS OF GAS, ELECTRIC.
TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTIUTIES, WHETHER WORK IS
PERFORMED BY THE CONTRACTOR OR BY THE UTILITY COMPANY.
B. UTILITY PIPE MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS, UNLESS
OTHERWISE NOTED ON PLAN.
9. COORDINATE WITH ELECTRICAL CONTRACTOR AND FURNISH EXCAVATION,
INSTALLATION, AND BACKELL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS
SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND
CONCRETE PADS. CONTRACTOR SWMl FURNISH CONCRETE ENCASEMENT OF DUCT
BANKS IF REQUIRED BY LRIUTY COMPANY AND AS INDICATED ON THE DRAWINGS.
10. EXCAVATE AND BACKFILL TRENCHES FOR GAS/PROPANE IN ACCORDANCE WITH
GAS/PROPANE COMPANY'S REQUIREMENTS.
11. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE
DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN
ON THESE PLANS, BASE AND LOCAL MUNICIPAL STANDARDS. FOR MANHOLES THAT
ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET.
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GENERAL NOTES:
I. UNLESS OTHERWISE INDICATED, ALL EXISTING STRUCTURES AND FACILITIES
SHALL REMAIN.
2. ALL DIMENSIONS ARE TO FACE OF BUILDING, FACE OF CURB AND/OR EDGE
OF PAVEMENT UNLESS OTHERWISE INDICATED.
3. SOD (CENTIPEDE) All DISTURBED PERVIOUS AREAS WITHIN THE LIMITS OF
CONSTRUCTION UNLESS OTHERWISE SPECIFIED.
4, NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION AND
SEDIMENT CONTROL DEVICES ARE IN PLACE.
5. ALL GRADE TRANSITIONS BETWEEN NEW AND EXISTING SHALL BE SMOOTH
AND GRADUAL WITH NO SHARP OR ABRUPT CHANGES.
6. COORDINATE THE WORK OF ALL TRADES - VERIFY ALL FIELD CONDITIONS,
QUANTITIES AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER.
7. EXECUTE ALL WORK WITH CARE TO PROTECT FROM DAMAGE ALL ADJACENT
EXISTING FEATURES THAT ARE TO REMAIN. ANY SUCH DAMAGE SHALL BE
REPAIRED OR REPLACED TO MATCH THE ORIGINAL CONDITION AS APPROVED
BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE
GOVERNMENT,
8, FINISHED GRADE OF TOP SOIL (AFTER COMPACTION) SHALL BE 0.5 inch TO
I inch (MAXIMUM) BELOW TOP OF ABUTTING PAVEMENTS, SIDEWALKS AND
CURBING.
9, PRIOR TO CONSTRUCTION, THE SITE SHALL BE SCANNED WITH
ELECTROMAGNETIC AND SONIC EQUIPMENT AND THE GROUND SURFACE
MARKED WHERE EXISTING UNDERGROUND UTILITIES ARE DISCOVERED.
10. EQUIPMENT AND TRUCK TRACK -TIRE CLEANING/FLUSHING STATIONS SHALL
BE ESTABUSHED AS NECESSARY TO ENSURE THAT NO MUD OR DEBRIS
SHALL MIGRATE FROM THE CONSTRUCTION SITE TO THE BASE ROADS.
M ALL HOLES, DEPRESSIONS, EXCAVATIONS, ETC. CREATED AS A RESULT OF
DEMOLITION SHALL BE BACK -FILLED, GRADED AND SEEDED.
12. FIELD VERIFY THE ELEVATIONS OF ALL CONNECTIONS TO EXISTING UTILITIES
PRIOR TO CONSMUCTING UPSTREAM PORTIONS OF THE NEW UTILITIES.
ANY DISCREPANCIES SMALL BE PROMPTLY BROUGHT TO THE ATTENTION OF
THE CONTRACTING OFFICER.
13, CONTAMINATED SOIL SHOULD NOT BE ENCOUNTERED, HOWEVER, IF
CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL INSPECTIONS
DURING EXCAVATION OPERATIONS, STOP WORK AND IMMEDIATELY CONTACT
THE ROICC FOR FURTHER INSTRUCTIONS.
14. THERE ARE NO KNOWN GROUNDWATER MONITORING WELLS WITHIN THE
PROJECT SITE, HOWEVER, IF AN UNMARKED WELL IS DISCOVERED AND
INADVERTENTLY DAMAGED. STOP WORK AND IMMEDIATELY CONTACT THE
ROGG FOR FURTHER INSTRUCTIONS.
SURVEY NOTES:
1. THE TOPOGRAPHIC SURVEY WAS PERFORMED BY W.K. DICKSON & CO., INC. (WKD)
IN FEBRUARY, 2011
2. THE UNDERGROUND UTILITIES SHOWN HEREON ARE PLATTED FROM PLANS OR THE
ACTUAL FIELD LOCATION OF VISIBLE EVIDENCE, MARKINGS BY UTILITY CONTRACTORS
AND OWNERS, AND ABOVE -GROUND STRUCTURES, UNDERGROUND UTILITIES OTHER
THAN THOSE SHOWN HEREON MAY EXIST,
3. CONFIRM THE LOCATION OF ALL ITEMS AND UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
4. ALL MARINE CORPS BASE UTILITIES MARKED BY PROFESSIONAL LOCATING SERVICE
INC. (PIS IN.) UNDER SUBCONTRACT FROM CATLIN ENGINEERS AND SCIENTISTS.
5. PRIVATE UTILITIES MARKED BY NORTH CAROLINA ONE -CAL CENTER UNDER
DIRECTION OF W.K. DICKSON.
6. A PORTION OF THE AREA OF SURVEY SHOWN HEREON UPS WITHIN A E.E.M.A.
DESIGNATED 100 YEAR FLOOD PLAN ACCORDING TO COMMUNITY PANELS NUMBER
3720436000J, EFFECTIVE DATE NOVEMBER 3, 2005.
7. VERTICAL DATUM IS BASED ON NAVDBB.
8. HORIZONTAL DATUM IS BASED ON NC GRID NAD83 (2007).
9. NO WETLANDS WERE EVIDENCED ON THE SITE,
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SHEET NOTES
1. CONTRACTOR SHALL RED VERIFY ALL MEASUREMENTS,
EQUIPMENTS, AND MATERIALS.
2. ALL SALVAGEABLE MATERIALS SHALL BE APPROVED BY
CONSTRUCTION MANAGER AND/OR CONTRACTING OFFICER. ALL
OTHER MATERIAL SHALL BE PROPERLY REMOVED OFF BASE.
3. ALL TREES AND SHRUBBERIESWITHIN 10 FT OF BUILDING
ry' FOOTPRINT PEERMANEN7 Y TS ABIZ DWID. GRADED AND
WITH CENTIPEDE SOD.
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} ' _ 4. AFTER ALL DEMOLITION IS COMPLETE, BACKFILL ALL LOW-LYING
AREAS TO AVOID STANDING WATER. ENSURE BACKFILL HAS
POSITIVE GRADE,
SEE INSET MAP THIS SHEET O DEMOLITION KEYNOTES
1. LIMITS OF DISTURBANCE/CLEARING AND GRUBBING.
2. TREES SHALL BE PROTECTED AND REMAIN IN PLACE (TYPICAL FOR
3 ALL TREES AND BUSHES OUTSIDE 10 FT OF BUILDING FOOTPRINT).
3. REMOVE E%IS71NG BUILDING.
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13 +.; - �I 5. EXISTING CONCRETE WALK TO REMAIN
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EROSION & SEDIMENT CONTROL LEGEND
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7.
REMOVE HVAC EQUIPMENT AND CONCRETE PAD
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REMOVE FIBER OPEC CABLE TO MAIN.
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9.
REMOVE CABLE 7V LINE 70 MAIN.
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10.
REMOVE EXISTING UNDERGROUND ELECTRIC LINE. COORDINATE
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21
FEB 2 5 2013
11. EXISTING POKER POLE TO REMAIN. COORDINATE WITH ELECTRICAL
l SHEETS.
1 '415 12. REMOVE WATER VALVE, METER, AND SERVICE. CONTRACTOR SHALL
��� FIELD VERIFY EXISTING LOCATION OF WATER SERVICE.
13. REMOVE SANITARY SEWER LINE TO MAN. CONTRACTOR SHALL
I'
FIELD VERIFY EXISTING LOCATION OF SANITARY SEWER.
14. REMOVE SIGN (2)
15, INSTALL 4 FT WOE CONCRETE SIDEWALK
16. INSTALL SILT FENCE
r .e, 1;� 17. SOD ALL DISTURBED AREAS WITH CENTIPEDE SOD.
INSET MAP FOR SITE GRADING I 18. PROVIDE ASPHALT SECTION TO MATCH EXISTING.
I I 19. PLUG EXISTING WATER LINE.
' _ I 20. PLUG EXISTING SANITARY SEWER.
21. REMOVE EXISTING RCP.
]e' CONCRETE PIPE 22. REMOVE EXISTING ASPHALT FLUME.
CHANNEL TO MATCH
EMSfNG GRADE 23. REMOVE 24' RCP AND GRADE DITCH (SEE INSET MAP THISSHEET)
MNIAM EXISTING ' AND REPLACE WITH 30' CONCRETE PIPE CHANNEL. 30'
INSTALL aGCONCRETE UVERT. RPE LL 30' I CONCRETE PIPE CHANNEL CROSS-SECTION TO MATCH EXISTING.
F . ]0' CONCRETE HPE
C`'NEL TO NI1C I 24. EXISTING GAS ONE TO REMAIN.
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1 CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS,EQUe
IIIIIIII III \ \ — — _ -"_— — — — ALL SALVAGEABLE
AND MATERIALS.
� II t I _ —�// 2. ALL SALVACEAHLE MATERIALS SHALL BE APPROVED BY
III IIS�''1'tr ' —_-� -S 1 CONSTRUCTION MANAGER AND/OR CONTRACTING OFFICER. ALL
OTHER MATERIAL SHALL BE PROPERLY REMOVED OFF BASE.
2 I \\ %mow ry E�+l)y / O DEMOLITION KEYNOTES
7. LIMITS OF DISTURBANCE/CLEARING AND GRUBBING. �
2. PROTECT TREES. TREES i0 REMAIN.
\ ) Il t 3. EXISTING RIP/RAP TO REMAIN. ®®
4. EXISTING FIBER OPTICS LINE TO REMAN. ®®
IIII 5. REMOVE EXISTING RCP.
6. REMOVE AND REPLACE EXISTING FENCE POSTS AND �FABRIC IN
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SHEET NOTES
I. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS, 3
EQUIPMENTS, AND MATERIALS.
2. ALL SALVAGEABLE MATERIALS SHALL BE APPROVED BY
CONSTRUCTION MANAGER AND/OR CONTRACTING OFFICER. ALL
OTHER MATERIAL SHALL BE PROPERLY REMOVED OFF BASE,
3. AFTER ALL DEMOLITION IS COMPLETE, BACKFILL ALL LOW—LYING E
AREAS TO AVOID STANDING WATER, ENSURE BACKFILL HAS
POSITIVE GRADE
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❑ KEY NOTES
1. 6 FT CHAIN LINK FENCE WITH 3 STRANDS OF BARBED WIRE,
SEE DETAILS C-603.
2. 10 FT X 10 PT 6 INCH THICK CONCRETE PAD FOR
GENERATOR. REFER TO ELECTRICAL DRAWINGS FOR GENERATOR
DETAILS.
3. HEAVY-DUTY BITUMINOUS CONCRETE PAVEMENT
4. LIGHT -DUTY BITUMINOUS CONCRETE PAVEMENT
5. BUILDING OVERHANG
6. PRECAST CONCRETE PARKING BLOCK (TYP FOR 45)
7. R7-8 HANDICAP PARKING SIGN (TYP FOR 4)
8, HANDICAP PARKING SYMBOL (TYP FOR 4)
9. COLLAPSIBLE BOLLARDS (TYP FOR 7)
10, 82 FT ATFP BOUNDARY
11. 33 FT ATFP CLEARZONE
12. GR/SSPAVE FIRE/EMERGENCY ACCESS, SEE DETALS C-603.
13, 6 INCH WIDE CONCRETE CURB FLUSH WITH GRASSPAVE, SEE
DETAILS C-603.
14. 6 FT WIDE CONCRETE SIDEWALK
15. 135 IT X 4 FT, 6 INCH THICK CONCRETE PAD FOR CONTROL
PANEL. REFER TO ELECTRICAL DRAWINGS FOR CONTROL PANEL
DETAILS.
16. PAD -MOUNTED TRANSFORMER WITH 7 FT X 5.5 FT, 6 INCH
THICK CONCRETE PAD. REFER TO ELECTRICAL DRAWINGS.
17. RI-1 STOP SIGN
18. STOP BAR
19. CAR & VAN POOL DESIGNATED PARKING SPACES WITH SIGN
(TYP FOR 3)
20. LOW EMISSION FUEL EFFICIENT VEHICLE PARKING SPACES WITH
SIGN (TYP FOR 3)
21. R7-84 HANDICAP VAN PARKING SIGN
22. 8.6 FT X 13.1 FT, 6 INCH THICK CONCRETE PAD FOR FNAC.
REFER TO MECHANICAL DRAWINGS.
23. 5 FT X 5 FT, 6 INCH THICK CONCRETE PAD FOR EXTERIOR
DOORS.
24. UVERHANG COLUMN (TYP FOR 2)
25. SAWCUT EXISTING ASPHALT.
26, TIE TO EXISTING ASPHALT MATCHING GRADE.
27. 6 INCH THICK PORTLAND CEMENT CONCRETE DUMPSTER PAD
AND ENCLOSURE. SEE ARCHITECTURAL DRAWINGS FOR DETAILS.
28. 7 FT X 10 FT CONCRETE PAD FOR BIKE RACK.
29. FENCE TO BE INSTALLED AROUND EXISTING WORKING DOG
CEMETERY. FENCE WILL INCLUDE NEW DOUBLE GATE. FENCE
SHALL BE COORDINATED WITH LANDSCAPING PLANS.
30. 10 IT X 5 FT, 6 INCH THICK CONCRETE PAD FOR EXTERIOR
DOORS.
31. PERMANENT BOLLARDS (IYP FOR 8)
32. 333 FT X 25 FT 6 INCH CONCRETE PAD FOR MECHANICAL
UNIT. REFER TO MECHANICAL DRAWINGS.
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12636908
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A
TEMPORARY SEEDING SCHEDULE
NOTE
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 15 WORKING
DAYS AND SUBJECT TO FURTHER DISTURBANCE. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS
OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
ITEMPORARY SEEDING AND MULCHING:
THE KINDS OF SEED PAID FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER,
AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE
KINDS OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER. ALL ARE IN POUNDS
PER ACRE KILOGRAMS PER HECTARE).
TEMPORARY
SUMMER
SEED MIX
SPECIES
RATE (LE/ACRE)
MARCH 1 -
SEPT..1
CRIMPED STRAW
4,000
TEMPORARY
WINTER
SEED MIX
SPECIES
RATE (LB./ACRE)
SEPT. I -
MARCH 1
WINTER RYE (GRAIN)
200
KOBE LESPEDEZA
120
APPROVED TALL FESCUE CULTIVARS
ADVENTURE
ADVENTURE II
AMIGO
ANTHEM
APACHE
APACHE II
ARID
AUSTIN
MOONSTONE
BONANZA
BONANZA II
CHAPEL HILL
CHESAPEAKE
CHIEFTAIN
CORONADO
CROSSFIRE II
DEBUTANTE
DUSTER
FALCON
FALCON II
FINELAWN PETITE
FINELAWN
FINELAWN I
GENESIS
GRANDE
GUARDIAN
HOUNDOG
JAGUAR
JAGUAR III
KENTUCKY 31
KITTY HAWK
MONARCH
MONTAUK
MUSTANG
OLYMPIC
PACER
PHOENIX
PIXIE
PYRAMID
REBEL
REBEL JR.
REBEL II
RENEGADE
SAFARI
SHENANDOAH
TEMPO
TITAN
TOMAHAWK
TRAILBLAZER
TRIBUTE
VEGAS
WOLFPACK
WRANGLER
FERTILIZER SHALL BE
10-20-20 ANALYSIS.
UPON WRITTEN APPROVAL
OF THE ENGINEER, A
DIFFERENT ANALYSIS
OF FERTILIZER MAY
BE USED PROVIDED
THE 1-2-2 RATIO IS MAINTAINED
AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS
10-20-20 ANALYSIS.
TEMPORARY SEEDING:
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR "SEEDING AND MULCHING' AND
APPLIED AT THE RATE OF 400 POUNDS (450 KILOGRAMS) AND SEEDED AT THE RATE OF 50
POUNDS (55 kg) PER HECTARE. SWEET SUDAN GRASS, GERMAN MILLET OR BROWNTOP MILLET
SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING THE REMAINDER OF THE YEAR.
THE ENGINEER WILL DETERMINE THE EXACT DATES FOR USING EACH KIND OF SEED.
FERTILIZER TOPDRESSING:
FERTILIZER USED FOR TOPORESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2:1 AND
STEEPER SHALL BE 10-20-20 WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS
OF FERTLZER MAY BE USED PROVIDED GRADE AND SHALL BE APPLIED AT THE RATE OF
APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20
ANALYSIS.
FERTILIZER USED FOR TOPDRESSING ON SLOPES 2:1 AND STEEPER AND WASTE AND BORROW
AREAS SHALL BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER
ACRE (560 KG PER HECTARE). UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT
ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND THE
RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 16-8-8
ANALYSIS.
THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR TEMPORARY
SEEDING AND MULCHING", WITH THE EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE
SEED MIX FOR SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLEMENTAL SEEDING
MAY VARY FROM 25;( TO 75# PER ACRE (28KG TO 85KG PER HECTARE). THE ACTUAL RATE PER
ACRE (HECTARE) WILL BE DETERMINED BY THE ENGINEER PRIOR TO THE TIME OF TOPORESSING
AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE (HECTARE), TOTAL
QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE
EQUIPMENT, CONSISTING OF SOD SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE
SOIL AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CHNN)
MAY BE USED WHERE DEGREE OF SLOPE PREVENTS THE USE OF A SOD SEEDER.
WING:
THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES (100 MM).
CRIMPING STRAW MULCH.
CRIMPING SHALL BE REQUIRED ON THIS PROJECT FOR ALL SEEDING OPERATIONS PER
NCDENR.
STRAW MULCH TO BE OF SUFRCIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING
OPERATION AID PROVIDE ADEQUATE GROUND COVER.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL
OF THE ENGINEER PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT
EXCEED 8 INCHES (200 MM).
SOIL AMENDMENTS
TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES
2:1 OR FLATTER
• APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE
• APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE
• APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER. ANCHOR MULCH WITH
ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400
GAL/ACRE
WATER
MINIMUM OF 1" OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR
SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN
ESTABLISHED).
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE. MOW
WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES. RESEED, FERTILIZE AND
MULCH DAMAGED AREAS IMMEDIATELY.
TEMPORARY SEED BED PREPARATION
I. RIP THE ENTIRE AREA TO 6" DEPTH.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
3, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE WITH
"SEEDING SCHEDULE" AND MIX WITH SOIL.
4. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES DEEP.
5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO "SEEDING
SCHEDULE.'
6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING
SCHEDULE". MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON,
IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE
ORIGINAL UME, FERTILIZER, AND SEEDING REQUIREMENTS.
GROUND COVER NOTE:
PURSUANT TO G.S. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 7 TO 14 CALENDER DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO
RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING
DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
GROUND STABILIZATION:
THE NPDES PERMIT (SECTION HE 8.2) RAS RECENTLY REVISED THE REQUIREMENTS FOR
GROUND STABILIZATION. STABILIZATION SHALL BE ACCOMPLISHED AS FOLLOWS:
PERIMETER DIKES, SWALES, DITCHES AND SLOPES WITHIN 7 DAYS
HIGH QUALITY WATER (HOW) ZONES WITHIN 7 DAYS
SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS
SLOPES 3:1 OR FLATTER WITHIN 14 DAYS
ALL OTHER AREAS W/ SLOPES FLATTER THAN 4:1 WITHIN 14 DAYS
PERMANENT GROUND COVER
ALL DISTURBED AREAS TO BE COVERED WITH CENTIPEDE SOD UNLESS NOTED OTHERWISE.
EROSION CONTROL SEQUENCE OF
CONSTRUCTION
1. INSTALL RCP DRIVEWAY CULVERTS AND TEMPORARY CONSTRUCTION ENTRANCES.
2. INSTALL CULVERT INLET PROTECTION AND EROSION CONTROL PRODUCT AROUND CULVERTS
AND CHECK DAMS IN ALL EXISTING DITCHES AND SWALES AS INDICATED.
3. INSTALL TEMPORARY SILT FENCE AND TREE PROTECTION AROUND THE PERIMETER OF THE
SITE AS INDICATED ON THE EROSION A SEDIMENT CONTROL PLAN PHASE 1.
4. CLEAR AND GRUB THE SITE WITHIN LIMIT OF DISTURBANCE. ROUGH GRADE SITE,
CONSTRUCT CHANNELS, INSTALL PROPOSED STORM DRAIN SYSTEM AND INLET PROTECTION.
INSTALL OUTLET PROTECTION AT PROPOSED CULVERTS. NO STORMWATER SHALL BE
CONVEYED TO BASINS UNTIL BASINS ARE 75% STABILIZED.
5. INSTALLTEMPORARY SEDIMENT
6, SEDIMENT BASINS THAT ARE ONLY REQUIRED DURING PHASE I ARE NOT TO BE REMOVED
UNTIL COMPLETION OF STORM DRAIN SYSTEM AND UNTIL ALL RUN OFF IS REDIRECTED TO
PHASE II SEDIMENT BASINS. NOTIFY CONSTRUCTION MANAGER AND NCDENR PRIOR TO
REMOVAL.
7. INSTALL BUILDING PAD, UTILITIES, AND SITE WORK.
8, FINISH SLOPES AROUND BUILDINGS UPON COMPLETION OF ROUGH GRADING. LEAVE
SLIGHTLY ROUGH AND VEGETATE AND MULCH IMMEDIATELY.
9. COMPLETE FINAL GRADING FOR PARKING AREAS AND DRIVES AND STABILIZE WITH GRAVEL.
11 COMPLETE FINAL GRADING FOR THE BUILDING.
11. COMPLETE DNAL GRADING OF THE GROUNDS, TOPSOIL CRITICAL AREAS AND PERMANENTLY
VEGETATE, LANDSCAPE AND MULCH,
12, INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND WITHIN 24 HOURS
OF A 0.5 INCH- MEASURED RAINFALL EVENT. A RAIN GAUGE SHALL BE INSTALLED TO
MEASURE RAINFALL EVENTS. REPAIR ANY DAMAGE IMMEDIATELY TO EROSION AND SEDIMENT
CONTROL MEASURES.
13. INSPECT AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE
WITH NCDENR'S NEW SELF INSPECTION PROGRAM FOR EROSION AND SEDIMENTATION
CONTROL. COPIES OF THE SELF INSPECTION REPORTS SHALL BE PROVIDED TO THE
ROOC'S OFFICE.
14. AFTER SITE IS STABILIZED, REGRADE SKIMMER BASINS AND INFILTRATION BASIN TO FINAL
GRADES, REMOVE ALL TEMPORARY MEASURES AND INSTALL SOD ON DISTURBED AREAS.
EROSION AND SEDIMENT
CONTROL NARRATIVE
THE EXISTING LOT IS GENERALLY HEAVILY WOODED, WITH A DOG CEMETERY ON THE NORTHERN
EDGE. THE LAND GENERALLY SLOPES DOWN TO EXISTING SERVICE ROAD. THE SITE DRAINS TO
THE EXISTING DITCH ON THE FAST SIDE OF WHITE ROAD.
IN ORDER TO PREVENT EROSION AND CAPTURE SEDIMENTS WITHIN THE PROJECT, THE FOLLOWING
PRACTICES SHALL BE USED AND LOCATED APPROXIMATELY AS SHOWN ON ESC PLAN.
1. CLEARING UMITS SHALL BE MARKED BY FENCING OR OTHER MEANS ON THE GROUND.
2. DRIVEWAY CULVERTS AND ROCKED CONSTRUCTION ENTRANCE (CE) WILL BE PLACED AT
ENTRANCES TO SITE INDICATED ON THE PLAN.
3. SEDIMENT TRAPS SHALL BE CONSTRUCTED.
4. SILT FENCE (SF) SHALL BE PLACED ALONG SLOPE CONTOURS AT THE UMITS OF CLEARING.
IN SOME CASES TWO (2) ROWS OF SILT FENCE MAY BE REQUIRED AT THE CONSTRUCTION
INSPECTOR'S DISCRETION.
5. MULCH SHALL BE SPREAD OVER ALL CLEARED AREAS OF THE SITE WHEN THEY ARE NOT
BEING WORKED. MULCH SHALL CONSIST OF AIR-DRIED STRAW AND CHIPPED SITE
VEGETATION.
6. WATER WILL NOT BE ALLOWED TO POINT DISCHARGE ONTO SLOPES, A ROCK -LINED DITCH
MAY BE NECESSARY TO INTERCEPT AND DIRECT WATER TO THE TEMPORARY SEDIMENT TRAP
7. CULVERT INLET (CIP) SHALL BE PLACED ON THE INSTALLED CULVERTS,
S. OUTLET PROTECTION (OR) SHALL BE PLACED AT OUTLET OF ALL PIPES ON SITE.
9. CHECK DAMS (CD) SHALL BE INSTALLED IN EXISTING DITCHES AND SWALES.
10. DIVERSION DITCH (Do) SHALL BE INSTALLED TO DIVERT SEDIMENT -LADEN WATER TO
APPROPRIATE TRAPS OR STABLE OUTLETS.
11. ONE TEMPORARY SEDIMENT TRAP (ST) WILL BE CONSTRUCTED ON THE SITE.
EROSION AND SEDIMENT
CONTROL NOTES
I. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM
STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL
(REVISED MARCH 2O09).
2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL
STABILIZATION TO ALL DENUDED OR DISTURBED AREAS
IMMEDIATELY AFTER FINAL GRADE IS REACHED ON ANY PORTION
OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO
DENUDED ORDISTURBEDAREAS WHICH MAY NOT BE AT FINAL
GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN
21 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE
ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF
GRAVEL BASE MATERIAL ON AREAS TO BE PAVED.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
INSTALLED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION,
4. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL
DEVICES AND STORM OUTFALLS BE INSPECTED WEEKLY (EVERY 7
CALENDAR DAYS) AND WITHIN 24 HOURS OF A .5 INCH RAIN
EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE
AREA RAS STABILIZATION, EVIDENT BY 95% VEGETATIVE GROWTH
FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL
MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS
ARE TO BE FORWARDED TO THE GOVERNMENT AND ALL
TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE
WITH ALL PERMITS AND PLANS, ANY CHANGES MUST BE
APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE
EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF
APPROVAL, AND NPDES CONSTRUCTION PERMIT MUST BE
MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE.
5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION
VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION
ENTRANCE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS
ON A DAILY BASIS.
6. STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES.
THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY
PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON
SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE
PROJECT SITE.
T THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO
CONTROL DUST INCLUDING (BUT NOT LIMBED TO) USE OF WATER,
MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF
CONSTRUCTION SITE TRAFFIC,
8. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED
OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE,
OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT
ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS,
INFILTRATION BASINS, WATERWAYS OR THE STORM DRAINAGE
SYSTEM.
9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND
MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY.
10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE
NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE
STABILIZED. AFTER STABILIZATION IS COMPLETE. ALL MEASURES
SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL
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11. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE
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CONTACT: ROICC
12. ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN APPROVED
BORROW PIT. ALL SOIL WASTE SHALL BE TRANSPORTED OFF
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DRAINAGE AREA NOTES
DRAINAGE AREA — IA
AREA = 42,034.5 SF
0.97 ACRES
DRAINAGE AREA — I B
AREA = 18,090.5 SF
0.42 ACRES
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1. ALL OTHER DRAINAGE AREAS WOHIN LIMITS OF DISTURBANCE
DRAIN TO LOW DENSITY PERMN SW8-900622.
DRAINAGE AREA NOTES
DRAINAGE AREA - 10
AREA = 122,573.5 SF
2.82 ACRES
NORMAL POOL ELEV: 13.5' BMP-1
AREA = 7,308 SF
0.17 ACRES
TOTAL PROJECT AREA
AREA = 115,482.6 SF
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❑ LANDSCAPE CONSTRUCTION KEYNOTES
I❑ GATE (DOUBLE) AND FENCE - REPLACE EXISTING FENCE; FIELD
VERIFY EXACT DIMENSIONS AND LAYOUT PRIOR TO CONSTRUCTION
(SEE OCTAL A1/1_501)
—
2❑ WORKING DOG CEMETERY - PROTECT IN PLACE
3❑ CONCRETE HEADER - VERIFY ENACT LAYOUT PRIOR TO
CONSTRUCTION (SEE DETAL Cl/L5D1)
4❑ PUMP ENCLOSURE (SEE CIVIL DRAWINGS)
5❑ TRASH ENCLOSURE (SEE ARCHITECTURAL DRAWINGS)
BENCH (TYPICAL OF 2 THIS SHEET) (SEE DETAIL C3/1_501)
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7❑ TRASH/ASH RECEPTACLE (SEE DETAIL C2/1501
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. 8❑ REINFORCED SOD FIRELANE (SEE CIVIL DRAWINGS)
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9❑ BOLLARDS (SEE CML DRAWINGS)
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10 BIKE RACK AND CONCRETE PAD (SEE CIVIL DRAWINGS)
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11 ROCK SLOPE PROTECTION - 6' TO 10' DIAMETER ROUND RIVER
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COBBLE TO MATCH COBBLE MULCH IN PLANTING BEDS (SEE
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12 TURF AREA (SEE PLANTING P(AN)
PLANTING BED (SEE PLANTING PLAN AND DETAIL D1/1_501 FOR
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MULCH THROUGHOUT ALL PLANTING BEDS)
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COBBLE MULCH (3'-5' DIAMETER
ROUNDED RIVER (4- DEEP)) —
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AS RED JUN NOR' Y'
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(3) - 3' CAl1PER 33' AT/FP STAND-OFF
10 - ER DUE VIR 82' AT/FP ZONE
(5) - 3' GNIPER
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SCALE: 1'-30'
15 GAL
®ROCK SLOPE PROTECTION - 6' TO 10' DIAMETER ROUN0
RIVER COBBLE TO MATCH COBBLE MULCH IN PLANTING
BEDS (SEE DETAIL D1/L5D1 - SIMILAR)
53 HEM OW
1 CAL
(' rWORKING DOG CEMETERY
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1. ALL PLANTS SHALL CONFORM TO THE AMERICAN STANDARD FOR
NURSERY STOCK, LATEST EDITION. PLANTS SHALL BE NURSERY -
GROWN, AND IN A HEALTHY, INSECT AND DISEASE -FREE
CONDITION.
2. SUBSTITUTIONS OF S1ZE OR VARIETY OF PLANT MATERIAL SHALL
BE APPROVED ONLY BY THE CONTRACTING OFFICER.
3. ALL PLANT MATERIALS SHALL BE SPOTTED IN -PLACE BY THE
LANDSCAPE ARCHITECT PRIOR TO CONTRACTOR DIGGING THE
PUNTING PITS. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER
5 WORKING DAYS PRIOR TO DELIVERY OF PUNT MATERIALS.
4.
ALL TREES AND SHRUBS RAVE BEEN LOCATED WITH RESPECT TO
PROPOSED OR EXISTING U➢LUTES TO THE MOST ACCURATE
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EXTENT POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE
—
FOR VERIFICATION OF ALL UTILITIES IN THE FIELD. IF
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DISCREPANCIES OCCUR, OR IF OBSTRUCTIONS BELOW GROUND OR
OVERHEAD ARE ENCOUNTERED, THE CONTRACTING OFFICER SHALL
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BE NOTIFIED, NECESSARY ADJUSTMENTS SHALL BE MADE ONLY
UPON THE APPROVAL ADJUSTMENTS SHALL BE MADE ONLY UPON
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THE APPROVAL OF THE CONTRACTING OFFICER AND LANDSCAPE
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ARCHITECT.
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5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THOROUGHLY
WATERING ALL PLANT MATERIAL AFTER PLANTING AND MULCHING.
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6.
ALL ROCK AND DEBRIS LARGER THAN ONE INCH (1') SWILL BE
REMOVED FROM ALL PLAN7ING AREAS. DISPOSE OF ALL DEBRIS
OFF SITE.
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7.
ROOT BARRIERS SHALL BE INSTALLED PER DETAIL ON TIIIS SHEET
FOR ALL TREES LOCATED WITHIN B' O' IN ANY DIRECTION OF
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ADJACENT HARDSCAPE ROOT BARRIER SHALL EXTEND LINEAR
ALONG FACE OF ADJACENT HARDSCAPE FOR A DISTANCE OF
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B 0* ON EACH SIDE OF TREE TRUNK DO NOT ENCIRCLE TREE.
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ROOT BARRIERS SHALL BE .90• (MIN) THICK X 24- DEEP, LINEAR
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TYPE W17H INTERLOCKING ENDS. MUST CONTAIN ULTRA -VIOLET
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AND GROUND ANCHORING FLANGE (SEE DETAIL D4/L-502)
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ALL EXISTING SOIL SHALL BE EXCAVATED FROM PLANTING PITS
MU REMOVED FROM THE CONSTRUCTION SITE. ALL PLANTING
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PITS SHALL BE BACKFILLED TO THE REQUIRED DEPTH WITH
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PLANTING SOIL MIXTURE AS SHOWN ON DETAILS. WHERE A SHRUB
1
OR GROUND COVER BED OCCURS, THE ENTIRE BED SHALL BE
PREPARED WITH THE REQUIRED SOIL MIXTURE, AS SPECIFIED, TO
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THE REOURIED DEPTH.
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VERIFICATION OF TOTAL QUANTTIES AS SHOWN IN THE PLANT
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SCHEDULE SAIL BE THE RESPONSIBILITY OF THE CONTRACTOR
AND THE PLANING PLAN SHALL GOVERN
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ALL AREASTO RECEIVE SODDED GRASS SHALL RECEIVE 4 INCHES
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USE 4 INCHES OF Y-5' RIVER STONE AS MULCH OVER WEED
FABRIC THROUGHOUT ENTIRE PLANTING BEDS UNLESS OTHERWISE
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12. CONTRACTOR SHALL SUBMIT A MINIMUM OF (3) 1-PINT SOIL
SIMPLES FOR SUITABILITY SOILS TESTING
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COLLECT SOIL SAMPLES WITHIN PROPOSED PLATING BEDS AND
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TURF AREAS AFTER THE COMPLETION OF GRADING OPERATIONS.
PROVIDE (1) COPY OF THE SOIL REPORTS AND RECOMMENDATIONS
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PLANT SCHEDULE
KEY
BOTANICAL NAME
COMMON NAME
OTY
HEK;HT
SPREAD
CAPER
DETAIL
SIZE
REMARKS
TREES
LAC IND 'N'
tAGERSTROEMA INDICA 'IATCHEZ'
NATCHEZ CREPE MYRTLE
6
10'-12'
3'-4'
J' MIN.
A2
BALL AND BURLAP
STANDARD TRUNK, FULL & MATCHING HEADS, 4' CLEAR TRUNK
PRU CAL 'RS'
PRUNUS CALLERYANA 'RED STRIPE'
RED STRIPE CALLERYANA PEAR
27
8'-10'
2'-4'
2' MIN.
Al
BALL AND BURLAP
4' CLEAR TRUNK
PRU CAL 'RS'
PRUNUS CALLERYANA 'RED STRIPE'
RED STRIPE CALLERYANA PEAR
3
12'-14'
4'-5'
3' MIN.
A2
BALL AND BURLAP
4' CLEAR TRUNK
DUE VIR
QUERCUS VIRGINANA
LIVE OAK
10
8'-10'
3'-4'
2' MIN,
Al
BALL AND BURLAP
FULL, MATCHING HEADS, 4' CLEAR TRUNK
OUE VIR
BULBOUS VIRGINANA
LIVE OAK
5
12'-14'
5'-6'
3' MIN.
A2
BALL AND BURLAP
FULL, MATCHING HEADS, 4' CLEAR TRUNK
SHRUBS
GAS WHE
DASYLIRION WHEELERI
DESERT SPOON
13
12'-16'
12'-I6"
A3
15 GALLON
FULL LEAVES, GOOD COLOR
HEM HYB
HEMEROCALLIS HYBRIDS
DAYULY (YELLOW COLOR)
53
8'-10'
6'-8'
A3
I GALLON
FULL LEAVES, GOOD COLOR
JUN HOR 'PW'
JUNIPERUS HORIZONTALIS 'WILTON'
BLUE RUG JUNIPER
AS RED'
8'-10'
4'-5'
A3 & A4
1 GALLON
FULLY BRANCHED TO BASE
LIR SPI
URIOPE SPICATA
CREEPING LIRIOPE
AS REO'
8'-10'
6'-B'
A3 & A4
I GALLON
FULL LEAVES, GOOD COLOR
NAN DOM 'HD
NANDINA DOMESTICA 'HARBOR DWARF'
HARBOR DWARF HEAVENLY BAMBOO
-
14'-18"
8'-12'
AT
15 GALLON
FULLY BRANCHED TO BASE
PIT TOP 'WY
PITTOSPORUM TOBIRA 'WHEELER'S DWARF'
DWARF 7001RA
30
10'-14'
10'-14-
A3
5 GALLON
FULLY BRANCHED TO BASE
PRU LAU 'S'
PRUNUS LAUROCERASUS SCHIPKAENSIS'
SCHIPKA CHERRY LAUREL
24
16'-18"
10'-14'
A3
5 GALLON
FULLY BRANCHED TO BASE
RIA IND 'IP'
RHAPHIOLEPIS INDICA 'INDIAN PRINCESS'
INDIAN PRINCESS INDIAN HAWTHORNE
42
12'-15'
12'-15'
A3
15 GALLON
FULLY BRANCHED TO BASE
TURF
SOD
EREMOCHLOA OPHIUROIDES
CENTIPEDE
AS REO*D
SOD
SET TRUNK PLUMB —
WEBBED ARBOR TIE TAPE, —
PROVIDE LOOPS 6-8'
OAMTER WIDER THAN TRUNK
TWO WOOD STAKES SET I80-
DEGREES APART
SET TOP OF ROOT BALL-
2' ABOVE GRADE
FINISHED GRADE
MULCH (3- DEEP)
3 4- H. COMPACTED EARTH —
SAUCER (EXCEPT IN PANTING
BEDS; PROVIDE MULCH IN
ENTIRE PLANTER BED)
FINISHED GRADE
AT SLOPE
PANTING TABS
PUNTING SOIL MIXTURE —
CUT AWAY ALL BALLING ROPES,
OP HALF OF WIRE BASKET
MIN.), REMOVE BURLAP
ROLE TOP 1/3 OF ROOT BALL
UNDISTURBED SOIL
SET TRUNK PLUMB -
TREE TIES
WEBBED ARBOR TIE
TAPE, PROVIDE LOOPS
66-A8N' DpLAMNTKER WIDER
SET TOPUOF ROOT BALL
2' ABOVE GRADE
FINISHED GRADE —
MULCH (3- DEEP) —
PNISHED GRADE
AT SLOPE
4' H. COMPACTED
EARTH SAUCER (EXCEPT
IN PANTING BEDS;
PROVIDE MULCH IN
ENTIRE PLANTER BED)
PUNTING TABS —
DEADMAN (24- BELOW
GROUND MIN.) —
PLANTING SOIL MIXTURE
FEB 2 5 2013
4
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O ROOT BARRIER -
SET FLUSH AGAINST ADJACENT
PAVING. CURBS, BUILDINGS,
WALLS ETC.
(REMOTE ANY EXCESS CONIC.
P BASE MA RAL
AS RED IT
U TREE (SEE TREE PLANTING DETAIL
FOR INSTALLATION)
O MULCH (WHERE OCCURS)
O ROOTBALL
O CURB, HAROSCAPE, WALL,
ETC. (WHERE OCCURS ON PLAN)
)
B'-0' kSECTION lgmw
MAX © FINISHED GRADE IN PATTING BED MM
Q SOIL IN PLANTING BED �i FAC
E
I 2
� 4
o NOTES:
ROOT BARRIERS REQUIRED
5 �_.,,..I WHERE SHOWN ON PLANS AND
FOR ANY TREE W/IN 8'-0' OF
0— HARDSCAPE, WALL, UTILITY, ETC,
7 I PLAN
ROOT BARRIER
V T NO SCALE
BOTANICAL NAME
COMMON NAME
PERCENT OF ARE
(OTYERC
OF PUNTS))
SIZE
SPACING
ON CENTER
DETAIL
ACORNUS SUBCORDATUM
SWEENLAG
20X 164
4" POT
18'
A4
ALISNA SUBCOROATUM
WATER PLANTAIN
15% 125
4' POT
18'
A4
IRIS VIRGINICA
BLUE FUG IRIS
15% 125
4' POT
18'
A4
JUNCUS EFFUSUS VAR. SOLUTUS
SOFT RUSH
2O% 164
4- POT
18"
A4
PONTEDERA CORDATA
PICKERELWEED
208 164
4 P0T
18'
A4
SCIRPUS CYPERINUS
WOOLGRASS
10R 82
4' POT
18'
A4
ASCLEPAS INCARNATA
SWAMP MILKWEED
207 (176)
4' POT
18'
A4
of
CAREX TENERA
WILL SEDGE
30X 264)
4' POT
1B'
A4
LOBELA CARDINALS
CARDINAL FLOWER
15% (132)
4' POT
7g'
A4
LOBELIA SIPHILITICA
GREAT BLUE LOBELA
15% (132)
4- POT
78'
A4
SACCIARUM BNDWINII
STARRUSH WHDETOP
20% (I76)
4" P0T
IB'
A4
NOTES:
1. PLANTS SHALL BE PLACED IN INFORMAL MOSAIC MASSINGS TO APPEAR AS A 'NATURAL' POND. PUNT
MASSINGS SHALL VARY BETWEEN 100 SQUARE FEET AND 500 SQUARE FEET. VERIFY LAYOUT PRIOR 70
INSTALLATION WITH CONTRACTING OFFICER.
2. ALL PLANTS SHALL BE MAINTAINED AND GUARANTEED FOR 365 CALENDAR DAYS (SEE SPECIFICATIONS)
SHELF AND SLOPE PLANTING SCHEDULE
SECTION 1\X���ti� �/
ROOTBALL (CENTER UNDISTURBED SOIL / PANTING TABS z OPANTS PACING N- 11 w 11 T
IN PA4T PR) PLANTING SOIL MIXTURE,O' i3OyO' xO' 1
TREE TRUNK ROOTBALL (CENTER IN THROUGHOUT ENTIRE BED) N�OY Y�' I��0' %
WEBBED ARBOR TIE PLANT PIT) REMOVA'E� BURLAP FROM - �/ [ PLANT SPACING _ _
TAPE, PROVIDE TREE TRUNK 1W TOP I/3 OF R00E BALL —}. 344 OF ON -CENTER
LOOPS 6-8' 1W0 DFADMEN SET Ems SHHRUB OR GROUNDCOVER
DAMTER WIDER �J I80 DEGREES APART �J EXISTING SOIL TWO TIMES ROOT (AT TIME OF PLANNING)
THAN TRUNK BALL DIAMETER CURB, HAROSCAPE, EDGING,
WEBBED ARBOR BE ETC. (WHERE OCCURS)
TWO WOOD STAKES TAPE, PROVIDE LOOPS
SET I80 DEGREES 18Q NOTE: SEE DETAIL A4 -PANT SPACING OF THIS SHEET IF PLAN INDICATES SHRUB OR GROUNDCOVER PLAN
APART PALE 6-8' DAAUER WIDER PAN
THAN TRUNK SHRUBS PLANTED IN MASSING WNH AN ON-CETRER (D.C.) SPACING (ULTIMATE GROWTH)
TREE PLANTING "A" A2 THAN
PLANTING "B" A3 SHRUB PLANTING ��PLANT SPACING
NO SG1E NO SCALE NO SCALE NO SCALE
CUT AWAY All MENGWIRE
ROPES,
SECTION TOP HALF OF WIRE BASKET
MIN.. REMOVE BURLAP 7W0 BARES
RO TOP 1/3 OF R00T HALL "Imo ouM
SET PLUMB
MULCH (4' DEEP)
WEED CONTROL FABRIC
�(f E^
1
NOTEHE EOF ROOT
BALL 2 INCHES ABOVE
�`�•
Lt ,4 .i,
4"
FINISHED GRADE
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