20072227 Ver 1_Stormwater Site Plans_20090428

TFIE SEQUENCE OF CONSTRUCTION FOR EROSION AND SEDIMENT CONTROL QUEEN'S GAP
GRADING DRAINAGE AND EROSION CONTROL NOTES LAYOUTAND UTILITIES NOTES
1. GRADING CONTRACTOR SHALL MEET WITH MELROSE DESIGN GROUP, PA (MDG,PA} ON-SITE TO REVIEW 1. DO NOT SCALE FROM DRAWING. 1.OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
PERMANENT SEEDING SCHEDULE CLEARING DEMOLITION AND GRADING PRIOR TO STARTING WORK.
- ~~GRASSED AREAS FROM. 3:1 TQ 2:1 SLQPE~ 2. LAYOUT SITE ELEMENTS IN-THE FIELD PRIOR TO CONSTRUCTION AND RECEIVE MDG, PA APPROVAL PRi 4PPROVAL PRIOR TO PROCEEDING 2. FLAG. THE WORK uMITS AND MARK THE TREES TO BE REM©VED OR REMAIN. RUTHERFORD COUNTY, NC
, F,, 2. EXCAVATED MATERIAL THAT IS SUITABLE AS DETERMINED BY ACED-TECHNICAL AND/OR STRUCTURAL 'Seeding Mixture:. ENGINEER MAYBE USED ON SITE AS DIRECTED BY MDG,PA. 3. CONTACT MDG, PA IMMEDIATELY IF LAYOUT CONFLICTS OR AMBIGUITIES ARISE.
3. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
Species Rate (Iblacre} 3. WORK LIKELY TO DISLOCATE DAMAGE OR IMPAIR THE STRENGTH OF EXISTING UTILITIES OR 4. A TEMPORARY PROTECTIVE BARRIER SHALL BE INSTALLED PER PLAN OR AS DIRECTED BY MDG, PA. TF OWNER: Y MDG, PA. THE TEMPORARY 4. INSTALL TEMPORARY SILT FENCE.
's, Devonshire Land Development, LLC
Tall Fescue KY-31 100 STRUCTURES SHALL BE DONE ONLY AFTER ADEQUATE PROTECTION HAS BEEN PROVIDED: THE PROTECTIVE BARRIER SHALL REMAIN THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. ~ } F Sericea lespedeza 20 CONTRACTOR SHALL IMMEDIATELY REPAIR AND PAY OR ALL DAMAGES. 5. UPON INSTALLATION OF EROSION CONTROL MEASURES, REQUEST ON-SITE INSPECTION AND APPROVAL BY Post Office Box 30
Korean les edeza 10 5. SEE ARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS. p 4. ALL FINISHED GRADES SHALL BE WITHIN A ~ " TOLERANCE OF GRADES SHOWN QN THE PLAN. MDG PA GOVERNING AGENCY. Rutherfordton, NC 28139
Redtap 5
Kentucky Bluegrass 5 MAY MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT AFFECTING THE UNIT BID PRICE FOR 6. ALL DIMENSIONS SHOWN ARE TO FACE WALL, CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTE -IERWISE NOTED. 6. CLEAR AND GRUB SITE.
EARTHWORK. BUT NOT LIMITED TO WATER, SEWER, 7. BEGIN ROUGH GRADING OF SITE.
Seedin_q,,Note: 7. THE CONTRACTOR SHALL EXTEND ALL REQUIRED AND AVAILABLE UTILITIES INCLUDING BUT NOT LIMITE AfterAug.1, use unscarified seed for sericea 5. MATCH EXISTING STRUCTURES, PAVEMENTS AND GRADES SMOOTHLY AND UNIFORM WHERE PROPOSED GAS, ELECTRIC, TELEPHONE, AND GABLE IN COORDINATION WITH THE UTILITY COMPANIES.
fespedeza. ELEMENTS MEET EXISTING FEATURES. TEMPORARY SEEDING SHALL BE INSTALLED ON ALL SLOPES THAT ARE TO REMAIN UNDISTURBED FOR MORE SURVEY BY•
8. LOCATION OF SEPTIC SYSTEMS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE AND INSTALL FI 4ND INSTALL FINAL LOCATION WITH THAN 14 DAYS.
Nurse lams: 6. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS DURING AND AFTER APPROVING BOARD OF HEALTH. Lattimore & peeler Surveying
Between Ma 1 and Au .15 add 10 Iblacre German CONSTRUCTION. THERE SHALL BE NQ POOLING OF WATER ON FINISHED SITE. Y 9 9. BEGIN WALL AND BUILDING CONSTRUCTION. 105 London Road CHITECT ON FINAL LOCATION AND Lawndale, NC 28090
millet or 15 Ib/acre Sudan rass. Prior to Ma 1 or 9. HVAC UNITS ARE NOT SHOWN. CONTRACTOR SHALL COORDINATE WITH OWNER AND ARCHITECT ON FI 9 y 7. FINAL DOWNSPOUT LOCATIONS SHALL BE PER,4RCHITECTURAL0RAWINGS. ALL DOWNSPOUT OUTLET ENSURE COMPLIANCE WITH ALL HOMEOWNER ASSOGATION REQUIREMENTS. 1d. INSTALL CULVERTS, DRAIN INLETS, INLET PROTECTION, AND OUTLET PROTECTION AS GRADING PERMITS.
Aug. 15, add 40 Iblacre rye (grarn}. It may be beneficial to plant the grasses in late summer and PIPES SHALL BE BURIED 24"AND EXTENDED PER THE PLAN OR AS DIRECTED BY MDG, PA. PIPE SHALL BE 6"
over5eed the les edezas in March. CORRUGATED PLASTIC PIPE UNLESS OTHERWISE NOTED: 10. LOCATION OF PROPANE TANKS ARE NOT SHOWN. CONTRACTOR SHALL COORDINATE WITH OWNER, AI P ITH OWNER, ARCHITECT AND 11. GRADE PARKINGAREASANDSIONE BASE AS GRADfNG PERMITS.
PROPANE COMPANY ON FINAL LOCATION.
Seedin dates: 8. EROSION CONTROL MEASURES ARE GENERAL IN NATURE. CONTRACTOR IS RESPONSIBLE FOR 12. BEGIN PERMANENT SEEDING ON ALL FINISHED GRADED SLOPES,
ADDITIONAL MEASURES AS REQUIRED TO PREVENT ON OR OFF SITE RUNOFF RND EROSION. 11. ALL WORK PERFORMED WITHIN PUBLIC AND PRIVATE RIGHTS-0F--WAY SHALL MEETALL APPLICABLE CI APPLICABLE CRITERIA OF 13. BEGIN FINE GRADING OF GROUNDS.
Below 2500 ft: March 1 - Ma 15 GOVERNMENTAL AGENCIES AND PRIVATE ENTITIES HAVING JURISDICTION. Y
July 15 -September 15 9. ALL INLETS TO HAVE TEMPORARY INLET PROTECTION INSTALLED IMMEDIATELY AFTER INLET HAS BEEN FROM EXISTING OR PROPOSED 14. UPON COMPLETION OF FINE GRADING, INSTALL PERMANENT VEGETATIVE COVER. `
Above 2500 ft: March 5 - Ma 10 INSTALLED. 12. WATER LINES SHALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED EDGE TO EDGE FROM EXISTIN y SANITARY OR STORM SEWER UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER LINE IS AT LEAST ' IS AT (EAST 18 INCHES ABOVE THE
July 15 - August.3Q 10. CONTRACTOR fS RESPONSIBLE FOR WEEKLY INSPECTION OF ALL EROSION AND SEDIMENT CONTROLS TOP OF THE SANITARY SEWER OR AT LEAST 12 INCHES ABOVE THE TOP OF STOf2M SEWER, WITH A HORf~ WITH A HORIZONTAL SEPARATION 15. UPON COMPLETION OF BUILDING CONSTRUCTION AND STABILIZATION OF SITE, REMOVE ALL TEMPORARY
AND INSPECTION OF ALL EROSION AND SEDIMENT CONTROLS AFTER EACH RAIN EVENT. PERFORM ANY OF AT LEAST 3 FEET. Complete seeding earlier in fall, and start later in MEASURES, CONVERT ANY DENOTED TEMPORARY EROSION CONTROL BMP's TO PERMANENT STORM WATER " `
spring on north-and east-faang slopes. REQUIRED MAINTENANCE TO ENSURE OPTIMUM CONTROL OPERATION. MANAGEMENT BMP's, AND COMPLETE PERMANENT VEGETATIVE COVER AND ANY OTHER PERMANENT MEASURES. )N IS LESS THAN 18 INCHES OR THE Me1rOSe DeSlgn GI'OUp, P.A.
13. WHERE A WATER LINE AND A SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THA Soil amendments: 11. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS AFTER DISTURBED AREAS HAVE BEEN WATER LINE PASSES UNDER SANITARY SEWER, THE WATER LINE AND THE SEWER LINE SHALL BE DUCTIL ALL BE DUCTILE IRON PIPE MAINTENANCE PLAN:
A time and fertilizeraccordfn to soil tests or STABff_fZED ANf) REVIEW{fdG GOVERNMENT AGENCY HAS APPROVED REMOVAL. E(~UIVALENT TO WATER LINE STANDARDS FOR A MINIMUM DISTANCE OF 14 FEET ON EITHER SfDE OF THE t SIDE OF THE GROSSING. I~andsca e Architecture
pplY 9 apply 4,000 Iblacre ground agricultural limestone 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION P
and 1,000 fb/acre 5-10-10 fertilizer. 12, ALL TREES, UNDER STORY AND OTHER VEGETATION TO REMAIN SHALL BE PROTECTED FROM INJURY 14. WATER LINES SH(3ULD ONLY CROSS SANITARY SEWER LINES AT AN APPROXIMATE 90 DEGREE ANGLE EGREE ANGLE. FOLLOWING EVERY RUNOFF-PRODUCENG RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED Land P}attrtitig
DURING ANY LAND CLEARING AND CONSTRUCTION ACTIVITY. Mulch: 15. WATER LINES AND STORM SEWER SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 121NCHES (WAl REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ConserVatlOn plat]Tlittg
.Apply 4,000-5,000 Iblacre grain straw orequivalent coverof
13. CONTRACTOR SHALL NOT PARK VEHICLES, STORE MATERIALS OR TRENCH WITHIN THE DRIPLfNE OF WHEN A HORIZONTAL SEPARATION IS LESS THAN 3 FEET UNLESS OTHERWISE APPROVED BY THE MUNICif another suitable mulching material Anchor mulch by tacking with IYITHE MUNUICIPAL ENG VEER. INS THE 2. SEDIMENT 1MLL BE REMOVED FRaM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5FT' DEEP AT civil ~Tlgi)leeritlg' )M STORM SEWER, 2 FOOT MINIMUM THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
asphalt, roving, or netting. Netting is the preferred TREES OR OTHER VEGETATED AREAS TO REMAIN. EVENT WATER LINE COVER CANNOT BE 3 FEET WITH 12 INCHES VERTICAL SEPARATION FROM STORM SEV anchoring method on steep slopes. COVER OVER THE WATER LINE WILL BE ACCEPTABLE. ~ White bak Road
3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO Arden; North Carolir~ 28709
Maintenance: 14. CONTRACTOR SHALL NOT ALLOW CLEANING OF EQUIPMENT, STORAGE OR DISPOSAL OF MATERIALS SUCH AS CONSTRUCTION MATERIALS, PAINT, SOLVENTS, ASPHALT OR CONCRETE WITHIN VEGETATED 16. OTHER UTILITIES (NATURAL GAS, CABLES, AND OTHERS} SHALL NAVE A MINIMUM HORIZONTAL SEPAfz :ONTAL SEPARATION OF 5 FEET AND SPECIFICATIONS fN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE DOVER. Phone [phone]
Moue no more than Qnce a year. Refertilize In the second year AREAS TO REMAIN OR ANYWHERE ON SITE. VERTICAL SEPARATION OF 12 INCHES, TO PERMIT PROPER MAINTENANCE OF THE WATER LfNE. unless growth is fully adequate. Reseed, fertilize, and mulch fNE. Fax [phone]
damaged areas immediately.
15. MATERIALS AND COMPACTION UNDER THE BUILDING SHALL CONFORM TO THE PLANS AND 17. ALL PROPOSED STORM DRAIN LiNi_S SHALL HAVE A MINIMUM 24" COVER UNLESS OTHERWISE NOTED. ,WISE NOTED.
RECOMMENDATIONS OF A CEO-TECHNICAL ANDIOR STRUCTURAL ENGINEER. PERMANENT SEEDING SCHEDULE 18. INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CURRENT MUNICIPAL DESIGN GUIDELINES UNDE DELINES UNDER THE INSPECTION OF ~y
} GRASSED AREAS UP Ta 3:1 SLaF3E 16. NOTICE TO CONTRACTOR: THE STARTING OF ANY WORK ON THE SITE ESTABLISHES THAT THE THE MUNfCtPRLfTY AND BY A CURRENTLY LICENSED NORTH CAROLINA UTtttTY CONTRACTOR. )R.
CONTRACTOR WITHOUT RESERVATION ACCEPTS THE CONTRACT DOCUMENTS AS ACCURATELY
Seeding mixture: REPRESENTING THE EXISTING CONDITIONS. 19. ALL WATER METERS ARE TO BE PLACED NO MORE THAN 5' OFF THE EDGE OF PAVEMENT OR BACK OF TOR BACK OF CURB. ~ W
Speces Rate (Ib.laae}
17. SEEDING AND MULCHING OF DISTURBED AREAS SHALL TAKE PLACE WITHIN 14 CALENDAR DAYS OF ANY 20. ALL WATER LINE WORK MUST BE PERFORMED BY A CURRENTLY LICENSED NORTH CAROLINA UTILITY Tall#escue blend (equal parts PHASE OF GRADING. OLINA UTILITY CONTRAGTOR. ~
of KY-31 & Rebel 2} 200-250 21. ALL PROPERTY CORNERS MUST BE FIELD LOCATED PRIOR TO PLACEMENT OF ALL PROPOSED DUAL V POSED DUAL WATER SERVICE F
18. UNLESS OTHERWISE STATED, AtL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF MAXIMUM CONNECTIONS. 8px
Seeding dates: THICKNESS WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
DETERMINED BY A GEOTECHNICALAND/OR STRUCTURAL ENGINEER AND COMPACTED 1MTH A SHEEP'S 22. ALL SLEEVES SHALL BE SCHEDULE 80 PVC. ~RF ~ FkR~
Below 2500 ft: March 1 -May 15 FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN 95% (100% fN THE TOP 2' OF THE qp
July 15 -September 15 SUBGRADE BELOW ROADWAYS AND PARKING LOTS} OF THE DENSITY OBTAINED BY COMPACTING A 23. LEAD FREE BRASS FITTINGS SHALL BE USED AT ALL BOX AND TAP INSTALLATIONS.
Above 2500 ft: March 5 -May 10 SAMPLE OF THE MATERIAL IN ACCORDANCE WffH THE STANDARD PROCTOR METHOD OF
July 15 -August 30 MOISTURE-DENSITY RELATIONSHIP TEST, ASTM 0698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS. GENERAL NOTES: PG HwY zzi
Sail Amendments:
Apply Time and fertilizer according to soil tests, or apply 19. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY 1. ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMP 4,000 Iblacre ground agricultural limestone and 1,200 Iblacre SHOWN. _NT AND TEMPORARY EASEMENTS ~
10-10-10 fertilizer. AREA NOT CLEARED OR GRUBBED.
' Mulch: 2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORI( THAN THE ORIGINAL SITE, OR AS
20. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED Apply 3,000.4,000 Iblacre grain s6aworequivafenfcoverof' PRIOR TO GRADING, CLEARING, OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCE NOTED.
anofh€~r suitable mulch. Anchor mulch by tacking with asphalt, TEMPORARY SEDIMENT TRAPS, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF
roving b~ netting or by rolling and watering. THE PROJECT AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY AT THE MDG, PA'S 3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONtY. EXACT LOCATIONS ARE TO B ONS ARE TO BE VERIFIED IN THE
APPROVAL OR THE SIGN OFF OF THE JURISDICTIONAL EROSION CONTROL OFFICE. ALL EROSION CONTROL FIELD BY THE CONTRACTOR. AT LEAST THREE WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRAC Maintenance: EXISTING UTILITY OWNERS, CALL NORTH CAROLINA ONE-CALL BEFORE DIGGING (1-800-632-4949 OR 811}. THE CONTRACTOR MUST NOTIFY
The bunch- a habit of tall fesate restricts its spread into DEVICES SHALL BE INSPECTED AFTER ANY PRECIPITATION EVENT EXCEEDING 112 , AND IN NO INSTANCE h~P LONGER THAN 1 WEEK. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF :-4949 OR 811). W
damaged areas. Reseed bare spots in the fall. Refertilize 4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO LOCAL, STATE, AND FEDERAL REQUIF DERAL REQUIREMENTS.
annual) in late winter and a ain in fall. Reseed, fertilize, DURING THE LIFE OF THE PROJECT A STORM CAUSES SOIL EROSION WHICH CHANGES THE FINISH GRADES y g OR CRATES GULLIES OR WASHED OUT AREAS THE CONTRACTOR SHALL REPAIR AT NO ADDITIONAL VICINITY MAP (NTS) ~
and mulch damaged areas immediately. 5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRI CHARGE. SILT WASHED OFF-SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS DIRECTED BY MDG, 4 THE CONSTRUCTION SITE,
PA AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY APPROVED EROSION CONTROL PLANS CONTRACTOR IMLL BE RESPONSIBLE FOR ANY FINES THAT MAYBE LEVIED DUE TO POLLUTION CREATED 'ION CREATED DURING
TEMPE}RARY SEEDING SCHEDULE WHETHER INDICATED IN THE CONSTRUCTION PLANS OR IN ANOTHER SET OF PLANS. CONSTRUCTION.
Seeding mixtures 21. ALL UNSUITABLE MATERIALS INCLUDING CLEARING AND GRUBBING WASTES SHALL BE LEGALLY 6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY REGULATIONS P SHEET INDEX EDUCATIONS PERTAINING TO e s~~ f~ ~ ~
~ Species Rate (Iblacre) CONSTRUCTION OPERATIONS.
z Rye (grain) 120 DISPOSED OFOFF-SITE BY THE CONTRACTOR AT H15 EXPENSE, UNLESS OTHERWISE SPECIFIED. ~a ~
a > Seeding dates 7. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS. C1 TITLE Sk~EE~ ~ ~ 2cus ~
"it Mountains--Au .15-Dec. 15 22. SOLID WASTE TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC. MAY BE PLACED IN g SPECIFIED DISPOSAL AREAS DEL{NEATED ON THE PLANS, OR REMOVED FROM THE SITE AS REQUIRED BY u~ Coastal Plain and Piedmont - Au .15 -Dec. 30 C2 SHEET INDEX ~ 'JE~VR • M+ATcR QUAIffY
g THE PLANS. THIS MATERIAL SHALL NAVE A MINIMUM COVER OF 2 FEET, THE CONTRACTOR SHALL 8. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING Y ROAD BEING CLOSED FOR GRADING AND STORMWATER PLAN '~~~~~NOSroR~yyA~a~~ii
~ CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMEN ~ MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT E DEPARTMENT, SHERIFFS QUIREMENTS OF THE. NORTH
Seeding mixture: PROVIDED, THE. CONTRACTOR SHALL REMOVE THE WASTE FRAM THE SITE AND LEGALLY DISPOSE OF IT AT DEPARTMENT,. AMBULANCE, AND EMS, ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS Species Rate {Iblacre) CAROLINA DEPARTMENT OF TRANSPORTATION.
~ R e rain 120 HIS EXPENSE. Y (9 ) C4 GRADING AND STORMWATER PLAN Y
~ Annuatlespedeza (Kobe in 9. CONTRACTOR SHALL NOTIFY THE MDG, PA AFTER EXISTING UNDERGROUND UTILITIES HAVE BEEN LOC Piedmont, and Coastal Plain, 23. ABANDONED UTILITIES SUCH AS CULVERTS, WATER LINE, HYDRANTS, CASTINGS, APPURTENCES, AVE BEEN LOCATED AND 24 HOURS CS GRADING AN D ST4RMWATER PLAN
rn °o Korean in Mountains} 50 UTILITY POLES, ETC. SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY AGENCY, OR COMPANY HAVING PRIOR TO CONSTRUCTION.
. n JURISDICTION, BEFORE THE CONTRACTOR. CAN REMOVE, DESTROY, SALVAGE RE-USE, SELL, OR STORE C6 GRADING AND STO~RMII~ATER PLAN °
N a Ornrtannuatlespedezaurtren durat~ oftempararytxiverrs ottoextend HI A A N D TI ITY HEM T PRE ENT THE WN R WRITTE PERMIS ION FR M 10. ALL FENCING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS, IN KfND ~ beyond dune. FOR SOWN USE NY AB NDO E U L US S 0 E N S 0 RfALS, IN KIND, (N A WORKMANLIKE U
THE UTILITY INVOLVED. MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRAGTOI Seeding dates; E CONTRACTOR'S EXPENSE. C~ GRADING AND ST4RMI~ATER PLAN
~ Mountains - Above 2500 ft.: Feb. 15 -May 15 11. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED iE PROPOSED UTILITY, WHERE C$ GRADING AND STORMWATER PLAN
Below 2500 ft: Feb. t -May 1 24 ON$ITE BURNING IS AN ACCEPTABLE FORM OF DISPOSAL OF FLAMMABLE WASTES. WHEN BURNING IS o Piedmont- Jan.1. -May t ANTICIPATED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND MEET GOVERNING GORES. NECESSARY, EXISTING UNDERGROUND TELEPHONE LINE SHALL BE TEMPORARILY MOVED DURING CONS' DURING CONSTRUCTION OF THE ~ ~
Z Coastal Plain - Dec.1-April 15 PROPOSED UTILITY AND RE-LAID AT NO ADDITIONAL COST TO THE OWNER. o ~ o C9 GRADING AND STORMWATER PLAN
~ 25. AFTER BURNING IS COMPLETE, PURE ASH MAYBE DISPOSED OF BY MIXING WITH FILL DIRT. ALL
~ MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS NOTED ABOVE. THE CONTRACTOR SHALL 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTIC CONSTRUCTION AND SHALL REPAIR C10 GRADING AND STORMWATER PLAN
U Seeding mature:. NOT HOLD UP WORK PROGRESS TO COORDINATE WITH BURNING REQUIREMENTS. ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT}. NO S ecies hate pblacre) EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED QN THE PLANS OR WHERE SPEGIFIG PE V (NCDOT). NO OPEN CUTS OF E SPEGIFIG PERMISSION IS GRANTED C1 ~ GRADING AND STORM YVATER PLAN
~ p ~ German millet 40 26. IN THE EVENT EXCESSIVE GROUND WATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVE[ IIAL APPROVED BY NCDOT SHALL BE q 0 0
~ CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED PLACED AS A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENTAND THE ROAD AND CLEANED UP PROI ;ANED UP PROPERLY BEFORE THE C12 BIQRETENTION # 1 PLAN, PLANTING PLAN & ....SECTION A-A ~ y ~ ~
~ ~ In the Piedmont and Mountains, asmall-stemmed Sudangrass may be END OF EACH WORKING DAY. a ~ substituted ata rate of50lblacre. BY MDG, PA, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS OTHERWISE SPECIFIED.
C13 BIORETENTION #2 PLAN, PLANTING PLAN & ..SECTION B-B ~ ~ Q
~ F GRADING LIMIT RQADW01 ~ c' Seedirx~l dates 13. ALL ROADS TO BE STABILIZED WITH ABG STONE IMMEDIATELY AFTER iNAL E 27. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY .IMIT ROADWORK TO 1500 LINEAR
Mountains - May 15 -Aug. 15 SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK. FEET AT A TIME. C14 BI4RETENTION #3 PLAN & SECTION C-C
c Piedmont- May t -Aug. 15 m Coastal Pain - Apnl 15 -Aug. 15 14. ALL PROPOSED FILL SLOPES SHALL BE AT A MAXIMUM OF 2'H:1'V AND ALL CUT SLOPES SHALL BEAT A SHALL BEATA MAXIMUM OF 1.5'W:1'V, C14,1 BIORETENETION #3 PLANTING PLAN
~ 28, 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 SLOPES SHALL BE STABILIZED PER THE SLOPE STABILIZATION DETAIL, ANY SLOPES EXCEEDING SAID PAF ..DING SAID PARAMETERS SHALL BE
ro DESIGNED BY A GEO TECHNICAL AND10R STRUCTURAL. ENGINEER . soil Amendments: OPEN' DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED. CI5 BIC~RETENTIQN #4 PLAN AND PLANTING PLAN ca~o ~~~`".P ~R°fy9
~ Fdbw recommendation of soil tests or apply 2,000 Ib/aae ground agdcuftural
o limestone and 750 Iblacre 10-10-10 fertilizer. 29. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED, AND MULCHED 15. CONSTRUCTION PLANNED ON EXISTING SLOPES GREATER THAN 25 PERCENT SHALL BE REVIEWED BY REVIEWED BYAGEO-TECHNICAL C16 BIORETENTI4N #4 SECTION D-D *`s
ACCORDING TO THE PLANS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ENGINEER PRIOR TO AND DURING CONSTRUCTION. Mulch. ROCKS LARGER THAN 3", EQUIPMENT TRACKS DIRT CLODS, BUMPS, RIDGES, AND GOUGES PRIOR TO ~ ~ 1261 ~ ~ Y~ a ~ C-112 0~
~ Appty 4,000 Iblacre straw. Anchor straw by tacking with asphalt, netting, , C17 SAND FILTER PLAN #1- #4 9 ~m~ L~~y P HNICAL ANDlOR STRUCTURAL J ~ `gaaFnFSics cc°~'~
or a match arrchorin toot: A d~k wttb blades setnea stra~ titan ~ SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF +l- 4-6" TO ACCEPT SEED. THE 16 ALL. RETAINING WALLS GREATER THAN 4 IN HEIGHT SHALL REAPPROVED BY A CzEQTEGHNICALAND/QI ~ g I. ENGINEER PRIOR TO AND DURING CONSTRUCTION.
a used as a mulch anchoring too CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING MDG, PA 'o APPROVAL OF THE GRADED SURFACE. ALL. SEEDING SHALL BE PERFORMED BY A MECHANICAL D~ DETAILS
n MflmtenanCe: _ A7 ruenncrmnnrnoeeunii oc~CQnl1AIOI~IaCl1D1l1!'ATILIL'AAII'~DDl~TC!`TI~I(3CYICTIRI!_'IITIIITICC4Ar I ITII ITICC 4AIR CT[)11('TI II]FC I IAITII 1"1"1 111-TA TI s e~~
o "HYDRO-SEEDER" HAND SEEDING MAY BE AUTHORIZED IN SELECT AREAS AT THE DIRECTION OF MDG, PA. C lV1Y I IInV I VRJ Jf1f1LL DG !\GJf VIYJIDLL t Vf\ LVV/1111YV niYU rl\V 1 LV uvV Lnw uvV V iu u v ruv erf following growth is not erosion or fully other adequate. damage. Reseed, refertilize and mulch im-
mediately ALL CONSTRUCTION IS COMPLETE. THE CONTRACTOR SHALL REPAIR IMMEDIATELY AND PAY FOR ALL DA o 10 NY FOR ALL DAMAGES MADE TO =01
30. ALL LANDSCAPED AREAS ARE TO BE CLEANED OF ROCKS AND DEBRIS GREATER THAN 1", THEN EXISTING UTILITIES AND STRUCTURES. I AMENDED AND TILLED PER THE LANDSCAPING PLAN REQUIREMENTS. D3 DETAILS DESIGNED BY. ME SHEET NUMBER :
18. NO WIRES, SIGNS, OR PERMITS SHALL BE ATTACHED TO ANY VEGETATION TO REMAIN. c~
n -C D4 SCHEDULES DRAWN BY ME : C 1
19. ALL WORK AND CONSTRUCTION SHALL CONFORM TO THE LATEST NCDOT STANDARDS. j
PERMIT DRAWINGS - NOT FOR CONSTRUCTION APPROVED BY MF Copyright @ 2009
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Melrose Design Group, P.A.

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YOU DIG! CALL - . , ~ , . 1 , ~ , . . , ~ _ _ ~ , 1 _ \ i f 1 1 . ~A ti ~ J _ - I. ~ ~ 1 ~ ~ - ~ 1 ~ { 1 ~ OWNER: ~ , ~
- - . , 3 9949 N.C. v ~ . _ _ 1-800-6 2 ,V ~ , ~ _ , _1 , I i ~ _ ~ _ _ 1 ONE-CALL CENTER , , ~ , , ~ : ~ - . I \ 1 • ~ i , ~ , \ , , , ° ' i _ \ r ` ~ ~ _ _ _ ~ ~ t _ ,
_ / ~ ti i _ , , i . , , ( - I 1 I 1 ` _ _ ~ Devonshire Land Development, LLC - < ~ 1'~ Post Office Box 30
f, ~ ~ ti ~ ~ ' f 1 _ _ ~
: ~ _ _ ` t r. j) - - ~ r ~ ~ ~ Rutherfordton, NC 28139
l ~ ~ ? ~ ~ _ _ - . ~ ~ 1 I v _ ,..ems`. \ /j \ \ ~ , - ~ ~ ~ ~ ~ _1 - ~ ~ f I 1 , , ~ - _ . , . ~ ~ v, v v ~ 1 ti, , ~t r
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1 ; , 1 ~ i , , . ~ w ~ SUBC C ~ v - 1 ~ ; r 1, II ~ _ - i. _ _ 1. . - ,A ~ ~ kl v , ' , \ _ 1 - - 1 ,1;11:; ~ ~ _ ~ 1 ~ v ~ _ ~ , i ~ ~ ' 1 ~ ~ Lattimore & Peeler Surveying
. r,.. , l' _ ' ' \ ~ TOTAL AREA: 4.87 Ac .h ~ ~ ~ \ , _ , _ _ , : _ _ IMPERVIOUS AREA 1 1 ~ 1 ~ ~ , 11 , r- , i_, .1 ~ ~ . . 4 ~ ~ - ~ ~ ~ 105 London Road
0 . _ . \ _ ~ - \ - _ _ . ~ - _ ~ , 1~ V , _ r - - - , r F ~ . _ : , , _ ~ , ~ ~ \ ~ ~ ~ _ ~ Lawndale, NC 28090 \ ~
{ \ r Y , 1 r~ r\ ~ - ~ ~ , _ Bf0 T. # ~ ~ ` , , , , ~ ~ t ~ ~ , , , , ~ ~ . _ ~ ) ~ _ _ ~ . RE 1 ~ ~ ~ .
' ~ - it ~ A ; ; I ' ~ ' ~ ; ; ~ ~ S A ~ BOTTOM ELEV.1223.0 A ~ 1 ~ . ~ ' ~ 1 ' 1: , t ~ s'~i ~ ~ ~':1 ~ , _
~ ~ - ~ _ , - ~ ~ i _ - ~ , n , ~ R _ ~ ~ ~ _ 1820 SF ~ t ~ ~ ~ ~ I a ~ ~ _ -I ~s _
r ~ ` ~ r , /I,• ~ ~ , ~ _ _ _
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- - f ;t f'/, ~ ~ .1160.0. y , ~ _ BOTTOM ELEV ~ _ f , ~ ~ , ~ _ TOTAL AREA. 0.71 Ac ~ - . , _ i ~ i ~ ~ ~ J .f_,_- N r.. r r ~ I ; . L / 4975 SF ~ • ,
~ ~ t, , , . i / ' ~ ~ , IMPERVIOUS AREA. 0.51 Ac - ` " ~ `~A ~ . , i , . _ I'~_ f- i
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t . ~ ~ , , ~ d.....__-- r , A , ..A A \ ~ ~ ~ 1 , , _ _ ~ P nnu~ ~ ~ r ~ _ COt1Se ~ ~ g
1" ~ , ~ ~ , ~ i~ I 1 tvation Planning
~ ~ . ~ i V I f ' , ~ _ i t~ _ , 1 ~ ~ ~ ~ , ~ ~ ~ ~ r ~ - ~ ,~V I - v ~ _ _ , 1 r I _ _ ~ ~ „ ~ ~ Ct~ eer g
4. ~ _ _ - v ~ ~ ~ ~ F ~ a 1 1 ~ ~ t . ~ ~ ~ a ~ ~i• 1. A " 1, t . ,
s7 ~ ~ ~ ~ I A 1~ 1 ti ~ ~ I 1 ~ 4: ~J ~ - t F ~ ~IC/ _ A ~ ~ p. ~ ' • _ ~ ~ ~'hi~ Oak Road
~ 1, A ? I \ V 1 A' ~ ~ ~ 11. . _ I a, ;I t i F ~ \ 1` ~ f i A EEt 1 - \ ` " ~ , SUBCATCHMENT5 ` ~ , „ _ ~ , ' ~ i l . ~ V zzs.a ~ ~ ~ ~ ~ ~ , , 1; ~ _ Arden, North Carolina 28744
1 / ~ ; - \ ~ _ - ~ ~ ~ ' I : , , ~ , . ; ' . TOTAL AREA: 3.62 Ac . f ~ ~ 1 ~ ! ~ ` ~ ~ = ` - ~ ~ ~ ~ ~ Phone [phone]-~1~ A ' ~
~ , 1 \ i i , IMPERVIOUS AREA: 0.78 Ac , ~ ~ ~ ~ ~ ~ 1 A ~ , ~ _1 , , : , , ~ - \ / ~ ~ . , , y , ~ A , . v , . ~ 1 , ~ - ~ 1 ~ ~ ' Fax [phone]
~ , \ . I , 1 : 1 - ,.~I 1. ~ _ Ate., ~ :.=A ~-~.f ~ / r 1 _ ~ _ - i A A _E ~ ~ ~ A , ~ 1 ~ `
. , ~ ~ - I 1 , r ~ , '-t_ ~ r ~ . -_i ~ A ~ ~ r ~ , 1 . , , , • - . ~ ~ . SUBCATCHMENT 3 ~
I , 1 ~ ~ _ ~ ~ ~ ~ tMPERVI ~ TOTAL AREA: 626 Ac ~ ~ L - ~ tMPER~l1QttSAREA:2.26Ac ( ' f,_
, \ , , ~ _ ~ ~ ~ 1 ti , t ~ ; 1 ~ / W
1 i , ~ ~ . ~ ~ . ~ s
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i ~ _ ~ ~ _ , . _ ' 1 , 1 1'~ I' I` ~ ~ ~ - ~ ~ ~ t \ ~ ,~V~,
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J - ~ r ~ , . , . ,1 ~ ~ .I 13,500 SF, ~ ~ 1 , , ' i i~ ~ i~ \ 1 ii
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_ v ~ - _ ND. FILT. # - \ , _ i f E, . ~ ~ A - ~ - E ~ ~ BOTTONIELEV:11 .5 ~ ~ ` ` ~ - ~ ~ - ~ ~ . V i ~ ~ ~ ,
~ ~ i ~ ~ ~ ` V ~ 1 A _ - ~ ` 1 ` , 800 SF \ l" - - - _ ~ r. • , I ~ ~ _ , ,
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r r ~ ~ TOTALAREA~955Ac ~ 1 ~ ~ _ C , _
1 ~ 4MPER OUS AREA 3 5 ~ .1 ~ I ' i _ , ,
\ ~ ~ ~ - , ~ ~ A ~ ~ ~ ~ _ ~ ~ ~ ,i - , , ~ - _ ~ - _ ~ ~ " \ 1 .b~, AV ,,A V - A V , A r, ~ , _ 1 ~ _ \ , - ~
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. , ' - - ~ i ~ ~ ~ ~ ~ ~ a ~ , ~ _ ~ . ~ ~ TOTAL AREA: 4.26 Ac ~ ) ~ , , ~ ~ , ~ , , ' - _ ~ _ , ~ ~~~1 6~~~ .gad ao ! , . TOTAL AREA' 4 30 Ac ~ '
; RVlOUS AREA• 0 87 _ . ~ ~ ~ ~ ~ ~ ~ ~ IMPERVIOUS AREA:1.31 Ac ~ ~ ~F ~ ~ ~ ~ sicx ~ - ~ ~ r ~
k , , : i ~ ~ ~ , - ~ ~ _ ~ _ - ~ 1, ~ SAND. FILT. #4 - -
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186f3 ~ STONE HEAD WALL ~ ONE-BALL CENTER / , - `,r~~ _ _ Devonshire Land Development, LLC
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RUTHERFORD COUNTY, NC
OWNER:
Devonshire Land Development, LLC
Post Office Box 30
Rutherfordton, NC 28139
SURVEY BY. -
Lattimore & Peeler Surveying
105 London Road
Lawndale, NC 28090
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Melrose Design Group, P.A.
Landscape Architecture
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56 White Oak Road
Arden, North Carolina 28704
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ONE-CALL CENTER ~ ~ _ _ ~ : SRND FILTER #4 ~ ~ l ~ ~ ~ ~,g ~ ` ~ Devanshile Land Development, LLC
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Melrose Design Grou ; P.A.

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a Copyright © 2009
Melrose Deli Design Grog P:A.

p RIP-RAP FOREBAY L QUEEN'S GAP
(DETAIL 1.7)
• PD PD • PERMANENT DIVERSION ooh CLEAN OUT RUTHERFORD COUNTY, NC
(DETAILS 3.1, 3.3, AND 3.5)
_ _ _ _ ~ PERFORATED UNDERDRAIN ~ STAND PIPE WITH ATRIUM GRATE
(DETAIL 2.5} (DETAIL 2.7)
HDPE PIPE y FLOW SPUTTER STRUCTURE OWNER:
(DETAIL 2.9)
STONE HEAD WALL 121 1210 Devonshire-Land Development, LLC Post Office Box 30
DETAIL 2.2 ~ YARDINLET ( ) (DETAIL 2.6 AND 2.8) Rutherfordton, NC 28139
OUTLET STABILIZATfON CURBINLET
WITH STONE ENDWALL o~ DETAIL 2.4 AND 3.6 ( ) 4 (DETAIL2.1}
° JUNCTION BOX
~ DETAIL 2.6 ( )
SURVEY BY:
Lattimore & Peeler Surveying
~ ~ ~ A ~ . 74 105 London Road
~ A , A ~ ~ ~ ~ ~ ~ A Lawndale, NC 28090
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a Copyright 42009
Melrose- Design Grou ; P.A.

QUEEN'S SAP
RUTHERFORD COUNTY, NC
OWNER:
. Devonshire Land Developinerit, LLC
DWQ COMMENT 1 i Post Office Box 30
Rutherfordton, NC 28139
SURVEY BY:
~ ~ ~ i ~ ~ I V
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~ \ ~ ~ v ~ ~ ~ ~ E ~ ~ \ n ~ ~ ' \ / ~ ~ ~ E \ 105 London Road Lawndale, NC 28090
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(DETAIL 2.6) Copyright ©2009
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QUEEN'S GAP
RUTHERFORD COUNTY, NC
OWNER:
Devonshire Land Development, LLC
Post Office Box 30
Rutherfordtory NC 28139
SURVEY BY:
Lattimore & Peeler Surveying
105 London Road
Lawndale, NC 28090
1190 1190
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EXPOSED GABION
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~Tr-=~'~ I,III ~ ~III~III ~ ,Ill _ 11-11r GGRADE "e~(n=! -.111 111,111 ill'-Ill..-- 1-111"-1 LW ExsITIN ` ~ >I11111 ~ II_I . - X111 ~ -111 „ i , 11-111~11-~
PI PA 1 I ~ . , N 1.1 PI _ 1 1 I M LL -n , _ ~ ~11_l~ ` /11..111, _.-X11---Ill ~ 1~~~,.-~f..-1~I,,~~ ~ SHOULERSP ~=~11-1~ -fl1=-VI_I - IN~I-_ ~~I -Ill 11111,111 SHOULERS PER NCDOT COMPACTED SUBGRADE 2"TYPE 9.5B SUPERPAVE SURFACE COURSE BOTFQ<W WIDTHVARIES VET B~.
- =111,-1~1-_-- l~l~l=~-111%I~I .-llll~l-.111-I STANDARD C -111,II_1=11_ .III 111 ~I11-III-VIII-iii STANDARD DETAIL 560.01 (PER NCDOT STANDARDS) (SEE DITCH SCHEDULE)
"~-i11=,III -111:111 ~I~III--111 .111..--.-~~1.i 1 ~ j ~ n ~ p Lattimore & Feeler Surveying
1 1. - I .3 12' ~~I V ~YY~Y CR~~7~7-SECTION (NTS) 105 London Road Lawndale, NC 28090
a5' R-aw
1 IN-~ -9'T 2M 9' TRAVEL LANE i 9' TRAVEL LANE- 2' MIN 2' MIN 2' MIN {
t `
NOTE: NOTE: ~
I SUPER ELEVA' SUPER ELEVATE TO PITCH ROAD I TOWARDS CUT 51DEAS SHOWN I _ - ,
IN-FLOUVFROM SEDIMENTATION CHAMBER : ;12'X12' SAND FILTER CHAMBER I, TOWARDS CU- PERM. DIVERSION ~ SEE SCHEDULE FOR WEIR ' (SEE SCHEDULE FOR 15" HDPE @ 1.0% MIN. I WHEN EMBANI WHEN EMBANKMENT IS IN SPLIT
( INDIVIDUAL DIMENSIONS) CUTAND FILL. INDIVIDUAL DIMENSIONS) ' ` I SUITABLE FILL MATERIAL CENTERLINE ll CUTANDFILL. CROWN ROAD AT i _ - Q~ CENTERLINE IN AREAS OF DOUBLE ~ _t- ~~,0 I I'
(COMPACTED 95% IN 8"LIFTS) CUT OR DOUBT CUT OR DOUBLE FILL J~
I. - ~p~.G III ~~I'
` -.a-- 4% 2°/a (SEE I 2°/a(SEENOTE) --.r... I - y.'`~ ~1=~~1=~11' 4°'°~- ~~lil,,;l--'ill=` Melrose Design Group, P.A.
--r-T-.,,.--~ , ~ Opp . 111 l II~111 IIL- I - II _ ~ _ III lt~-
=-~_It._ _
rr ~::~:--sn=--~ -:ll_1- •~~~ifir=~ _111 II_I i _ :.~4~n~ Ill-=111 -y11=111,:, jl 111 ~11III~~C~~.- ~.[r1--1 :Ill I ,I~- ~.ll 1111! lllllfll - III Itlltl~- ~~~~~111 II_I-111111 11_1 III=111111-11_ii~liii~~111==111~~~1~1j1.111~.11 111~11~111~111 ~~Ill~ll"11_Ilil 111°111111 Ill~ll-_I _ -111111 111~;~11~~ 1JandscapeArchitecture
CLEANED, WASHED, COURSE MASONRY SAND ASTM ~C( ~j ~Il I =111%111"` MIS IN-FLOW FROM CI ~ ~ ~ ~ ---IIL-- ~---41! ll l~ ~~1ti; h 111 111 III . 41_1-111_-- ~~t 111.,~~~ill ;Illy l~ltl~l' 111111111 111 I.~I~II 111- 14~11~.- ~ ~andF}atmi~ ,III --111--1 ~ Illy g III-, _III - 111=111 '
i... ~ll~f=, VIII III :11 II,~ Ill„I T H C33 (2' MIN. DEPTH,1' OVER PIPE) ( ~r'ri~ r's~rr~~% I I 1 111 -:III 1 11111 1 I ~ DIVERSION DI C E YRr-,' ' l~ RAD_ =11=1~I-, l ~~1- 111 ~ll =111%II -111- I Iil,i~ll~~,~~„ s°cABC nl~lli~~~liltll-111.,, -t t t- COMPACTED SUBGRADE 2"TYPE 9.5B SUPERPAVE SURFACE COURSE Conservation Planning
i s1T?NG G R , : ~ 111 ~ -11111 111=111 = II II I~_ I 1 1 1 1 71 sHOULERS P GRASS ~ -~rnr? ~lll- ~lll-Ill ; Il 111--, 1 111 ~ ,411-= ~ sHQUI.ERS PER NcoQT BQTTQM wIDrH: vARIES Gull ~nglneering
TABILI T10N CLEANOUTWITH CAP " - '1,1~~1~ --[I1=1~~ = l~'~"~l-": I-~~I ~ -111„~~~'" STANDARD C s zA -111=111 ~ 1111 ~ X11111 -Ill ~ll,,,. 5'vmDE -111,-111111 ;.111=11_1 _-111%111,x,-'" STANDARD DETAIL 560.01 (PER NCDOTSTANDARDS) (SEE DITCH SCHEDULE)
BY-PASS SPILWAY ~ ~ ~ 1llll - T~PaF~€~ - .~,.~11 t~lyll 1'13 BASIN WIDTH PERFORATED UNDERDRAIN r
INV.=D'+1.5' M 1.4 (OUTLET T010 (SEE UNDERDRAIN DETAIL) j 18' MOUNTAIN ROAD CROSS-SECTION (NTS} 56~Vliiteoa~Roa~ Arden, North Carolina 28704
LONG RIP-RAP APRON) Phone [phone]
Fax [phone]
~ - ~--I FILTER I'~- =1 I I ~ FABRIC
-f f l_ I i~if f=l l f~i f l_ - _ =III= j i1=1~I=III=III-!II_;: , :yY ~:"t'`:,' :'c, :.:-.:.""r?. ~ -III=fI
I_I=III ~ ~-=~II=III=II!_III~II ~ _=III=III
~l6~IL~ '~1~' ° Q' =1(f=lfl~lll lll~4~ll ~ D'~ ~ 1=111=11f~ = r ~ 6 =111==~f~=tl~ll= - f=~Il-'II1~-~1~ RIP-RAP -l I l~ I I ~ 6II IIriI ~ - STANDP STANDPIPE W / ,
1~ 11=III 'o III f MIL=III ~ L-III=III=1 I ~ ~ =I ~ I~ I I-=III_ ~ ~ , APRON WITH Al WITH ATRIUM GRATE r
~I_I~161---661 LI-=~~1=L~I=~~~II~1-L~I=IE~LI-{ ¢°3CFiED - UCE 40 PVG o . (WHERE =t I t-1 tI~ _ T = 1=1_11 =IIf=111=1(rf I I-1 f 1=f I1-1I1~I = _ _ _ - _ C? 1.or (WHERE SPECIFIED) SELECT VEGATATION ~f W
- - II I_ 1=11I~I11=III=111=III= _ - - _ _ _ - II III_II I_III_Ij(`'~1'~11= MrN. ~G G -1I1=1I I-111=1I I~ III_ _ - _ _ =III i I I_i i i_I II_II I_I I hI I1=(I I_l I I I = - _ _ _ ' ~ I I III 1_I 11~ t I ~ ~ ~ i I I--! I I_I I I=1 I I~ I, I I I~I I I~ I I_I I I I (TYPICAL) ~ ~,.,.r
_ _ - ~ I-I ~ I-) ~ 1_I I i-I 11: ~ I I I hSEDIMENTATION I Ill--I ~ I-I I I~ I I-l . I 11S~iND FILTER ~ i' V` -~FI'=`~~1=.}fl~Il"I~~ ~I ~ I~CHAMBER - I`~II-II~II III~II-~II= ~ -CHAMBER "~J~_. ~~t _ _
1 I-III--III-I I hI I I_I I I-- _ _ - _ _ -Ii I-I I(~ f I-) I~-I Il=1IL-.I i 1=1lI~ I I~ = = = - ~ _ --III-I I1=1I I_~ ~ I I~ IN I' ~ ~ - i_ = _ ~ _ _ _ ~ =III II I_II i_ll I_I I ~l i f_III~I1(~I I1=111_ - - _ _ =
~I I hi l I~~_I I I !I I_ I LI-.-~11_ _ ~ - _ , III 111_111- f _ - ~ II_!II_611~V1--lf~=~I ~~~III~III~If = _ - - _ - - ~ 1166 fl I_fll~If =Ilf=~l-111=1I(=111=1II~II1= _ - - _ _ _ - ~III~II_II!_I II_III- 1 _ _ W
11=III=111=1 I i~ _ - _ _ = I I I I I_I i i--.I I I_I I I_lIl_I I hl I 1=1 i 1=111= _ - =1 ~ ~ _ -_-,,,11,,,1 I I~l Il_l l ~l l l ~ ~ ~ n l n i_u ~_u ~ ~ ~ ~ ..._..,_......III I I l_l! 1 ~ V 1
III- =I I I=SEASONABLE HIGH WATER TABLE (MAINTAIN 2 MIN. SEPARATION) I ~ L_' ~ ~-1 - . - - -
' IV ' TOP OF CURB ELEVATION
_ (TG) SEE GRADING PLAN CONCRETE CURB AND GUTTER (4000 PSI @ 28 _ _ - ~ _ _ DAYS) USE STEEL DIVIDERS ~ Ill~~~lli
ONCNfENT 2a DUVQ C - 6~~ AND FORMS
- MAX. BIORETENTION BASMt
OUTLET TO DAYLIGHT WITH PONDING ELEVATION ASPHAET PAVING, SEE FINISHED GRADE FLUSH 1.5' DETAILXII.X ~r ^ ~j
R I FES AND 10' LONG RIP-RAP INFLOW PIPE - - APRON VOLUME IN - WITH TOP OF CURB ~ j 1
RIP-RAP WEIR STRUCTURE EXCESS OF ~ ~ ~ 3" R.
TREATMENT _ , T R _ AND F AI VOLUME , 1
l~ - - R =ll l-I ~ {--I ~I I 2" R. ~ _ _ _ _ s° ~=1f~ 1 f Clef if
1' TYP. ~ _ I - - I=111-III I I ~I I I _ ' x=11 ~ 1~=11=
I ~ ; i ~ ~ ~ - - ~ V~ _ ~ % _ BIORETENTION BASIN FtNISH ~ " ~_-_I ' ,_,f I_.~- , / / l i// GRADE =1 I I~ ~ -III=) I I
~ ~ ! -I ~ , ~ V/\f FLOW FOREBAY I ~ ~ ~ ~ ; ~ 3' MAX DEPTH l\ii~`iVAj~~/~ sPUTTER CLEA CLEANOUT PIPE _ _ ooo°ao 0a°o n
~,I'~ Ii~,ii --i VA\A, (TYPI (TYPICAL,APPLY I-III-III - ~ 1 DOUBLE SHREDDED PINE ' k ~ IT Q 4 _ a_
H D ~ - ~''i~~, I HEI AN W I i ~-I ~ j\\/\~,~\\/\~ TREATMENTVOLUME E WHERE DENOTED) BARK MULCH _I - ~ I-I ~ I-III ~(-I ~ I- ~ I I-III-I I( I I(-i i, BOTTOM OF CURB -III=III=III -III=III=III=III=I H J III= ~ I~
~ i . ; i , ~ / (FIRST FLUSH, TO FOREBAY) ~ i' ' ~ ~ ~ ~ ' ' ~ ~ \A ~\A V~ \ ~A'~, \ ~ BIORETENTION MEDIA )REBAY) ' 11=I f I I k~Tf=1 I{-1 f l-1 11=1 I I-1 { f=1 E--~ .WHERE GUTTER Is A HIGH. ELEVATION (BC) SEE ~ i~ (1 ~ I- ~ -III- ~ I-I ~ (-I ~ =1 ~ I I-~ I I- POINT, SLOPE GUTTER AWAY
FES SEDIMENiAION CHAMBER SAND FN.T. CHAMBER DEPTH D' Ff. # UNDERDRAINS I I I ~ ~ _~//~//i /f\//\%/ ~ij' ; j\~/\//\// / . No. DIMS.,AREA(FT,SF) DIMS., AREA(Fi,SF) I1 I I_-~ ! I ~lV~ VA \A\~VAiVA VAA\~ VA`/VA \A ~ GRADING PLAN _ 11=-) I I I=) I I=I I l= FROM CURB
I I ~~/~/i ~~~~itii~~/fi~~~i~~~//r~/~.~%~~ INFLOW ; ~w -iii-111, 111-111~~ 1~ 11=,EIIN''
~ ~ 2o~,a~sF 2ox2a',a~osF 3.00' 2 I { f= ~1~~_~~ ~~I -
Ii ;j 5 F 250'. 2 RIP-RAP FOREBAY~ ~ I T. N ~ . ; 1. 25'X25' 825sF 25X2 ~s R.ETEN 2 TYPI AL B Q kE~ COMPACTEDSUBGRADE98% 4T I O N L~ Q S I N Yz" EXPANSION JOINTS @ 40" O.C. TO A 12" DEPTH TYP. ~ T ~
size varies -see chart and^~ ' i I ~ I ~ SAND
3 20'X20' 40~F 20'X20' 400SF 2.50' 2 plan for individual forebay) ~ ; ~ ~ BIORETENTION MEDIA SPECIFICATIONS: B. YARD WAS B. YARD WASTE COMPOST
4 257(25`,525SF 257f25',625SF 3.25` 2 ~-I ~ I-' ~ ~ I i~~ A. FINE FRACTION MD(INGPROC ~,i~ i I_1 ~ , ; I ~ i~-~. II. itl iii, MIXING PROCEDURE FOR ROOT ZONE MIX: ~ , j R~ AN ~ V ~TTG R f ITS
j-~ i ~ h I STALITE FINE i ' I-I ! i.- i (r`~ SIEVE SIZE %RETAINED STALITE FINES 90°l°
n-iii (i ~ ~.__Li I=_. Li 1 BIORETENTION PONDING #4 4.8°/a APPROVED C APPROVED COMPOST 10%
ELEVA110N #8 28.38% n
INFLOW PIPE i 50°!n OF BIC?RETENTION BASIN #1tz 46-58°/a * INCREASE C ~ / PONDING ELEVATION #30 63-75% REQUIREMEN * INCREASE OR DECREASE VOLUME TO MEET POROSITY REQUIREMENT
cvy v BIORETENTION BASIN FINISH #100 82-90% MIXING
' GRADE FINE MATERIAL 2.79-3.53 °k PASSING #100 MIXING ~
~ RIP-RAP WEIR STRUCTURE 1. MOISTEN T p SELECT VEGATATION r~~~,,.~ 4 ` 1. MOISTEN THE STALITE EXPANDED SLATE WITH WATER TO ~
~i 1' THICK LAYER ` ~ MAINTAIN CONSTANT ELEVATION ENSURE PR (SEE LANDSCAPING PLAN) ~>;~~~~U'-, r ~,1-~~L A 6"ABOVE BIORETENTK)N ENSURE PROPER SOIL DISTRIBUTION. ~
N OF ANGULAR J ~z~v NATIVE STONE ,~~`ua~~:fi~~w~ 2. MECHANIC c. s MEDIA FINISH GRADE a, » f~~. PART COMPO 2. MECHANICALLY MIX 4 PARTS OF THE STALITE WITH 1 ONE
3' X 3' , 10 MIN. I 10' FROM OUTLET MIN. f ~,y~ COMPONENTI PART COMPOST UNTIL A UNIFORM DISTRIBUTION OF THE o Q COMPONENTS IS ACHIEVED. N ~ Z
~ GABION ~ ' ~ ~ ~
~ RIP-RAP _ ~ t , F
-Cff~:llr ~ RIP-RAP x . ~-r ,4 ~ - - - _ ~,-a: ~ o ~ ~
r~ 4.5' X 3' ~ -111--.III- FOREBAY ~ GABION = 1=111-=-~ I
~ I I=III 11=III; ~ ~ I hI I I~ II 11= PLAN NL~ a Q ~
a' x3' _ ~-1 ~ I=III=111 I Ga
GABION I I~ I ! 2' ~~N.:~I I ~1I1=1' ~ BI@RETENTION f _ _ 61 161_ F R AY ~ - CELL MEDIA ~ ~ 7 45`R-0-W ~ ~ Z ~
I l l=111=~ I I_ 1=11 1=111=1111= ' I N 2 5 MI =III=~~II- I=11,~ E I 9' TRAVEL LANE I 9' TRAVEL LANE- VARIES I Q 0 ~ N
~ ISM • - I ~ _ - - =1 f I_I I 1=1 f I_ I_l I I a -1 ~ I=~ = ==1I 1= =1 I 1=1 11-1 I1= - (SEE GRADING PLAN) i ~ ~ Q
_ NOTE: ao i I f _III=III=III=III=III= =I I hI I I= = NOTES: NOTE: ~ CROWN ROAD AT CENTERLINE TO CURB AND GUTTER
~ 1--111=111=III= - - _ = Ill, 2' MIN. SAND 1 CROWN Rt ~k , _ _III II1~.61I_ (I~II~ ; PITCH VVA PITCH WATER TO THE GUTTER ~ (SEE DETAIL, TYP.) _
~0 -III=III=I I L=III=i l I=I I i= = i ~ 1. MAINTAIN CONSTANT ELEVATION ALONG TOP OF WEIR STRUCTUR TO ALLOW FOR SHEETFLOW OVER WEIR 1 LINES. ~ I1=1 _ _ _ _ - ~ I AND INTO BIORETENTION CELL DURING FLOOD SITUATIONS. LINES. ~ Q~ t"
ai ~ III III-I_I l_I I I_I I I~ o _I I ~-II1=1 I l-~ I ~-i 2. FOREBAY SIZING BASED ON CAPTURING 20 /o OFTHE REQUIRED STORAGEVOLUME PER SECTION 5.5 OFTTiE 1 SUITABLE FILL MATERIAL
~ " ~ ~ t-"' IMPERMEABLE NCDWQ STORMWATER BMP MANUAL. o c, ~ GEOMEMBRANE ( (COMPACTED 95/o IN 8"LIFTS) ~ _ ~y;~5~° -111
- - ° 4°~TERRACE caR~
NOTES: I 4% Iil Ill ill lll- 10111~11i~ III III 11 ~t_ oQ. ~~1, ^R°~,;.
1. USE FOR EXISTING GRADES BETWEEN 10 AND 20°h. I E o H e III-. I I _ II 11 _ I-_ _ I I ~ 1=: 1 _-Illr_ , 1- I ` III-- _ 111 111 X11 I 111 , 2 * s~ - 11-.'111111.- 111111'. Itletl III-- 111111-~,1 1 2 r ~ y ~ C-112 n: -11~=- 111-_ -111-_ ili , ~ 1261 ~
u~ 2. GABION STONE DENSITY SHALL BE 100 PCF MIN. S~O•' ? I `LL, ~ F 3. SOIL BEARING PRESSURE SHALL BE 4000 PSF MIN. ~~~-111~i1i= 1~II1~~ ~=111=11= 11=11=, 1111=~ ,111,11=111111=t11=111 `I~11-111 111111=111~Ii1t11=111-
1 '~"r ~ ~ 1--- 4. IMUM OIL DENSITY S L BE 120 PCF. DEPTH 'D' Ff. - /I m MAX S HAL ( ) •1 1,, F Y F N - I B10RE[ENTION BIOREfENTIQN BASIN OREBA SIZING OREBAY SIB G FOREBAY SIZING i ~r~='-`~lll-1~~ ~ U 111,111 ~ il_I~ II~ 111=111,~;~Ii11.i11„111ii1,111.11_IIIII-Ill 111 1111 111-,III~III ~ i-1111 111-_I~ ~ o °~a ~a°~ , ltl .11~--- .111- _ 111'`..-- 111`" -III 11...1 9 ~ 1~ W ~F'~.. r tIt 11_III~`ll~-III{~ -111--~,~dsl~tt 111--- exit=~11 ~~I~-Rll 111-111. r11d=- 1111 ~ 11~111~ 1~ ~.~o~•., ..:~~4~
ra~nstat~rFaora I 2•..:~~:::::•:::~:;~~:°:~~::::::::::"::::.;:::::•:~,~'~` ~1-1~1;- ~-1~1'-= 5: MAXIMUM WALL HEIGHT ISf2'. BASIN No. VOLUME,'B'(CU.FL} VOLUME REQUIRED=B'X20% SURFACEAREA,'S(SQ.Ft.) P Fw~a TOTALVOLUME(CU,FT,} { :~°~~'~1~'-"~~ 111`1 1-111%I~ .--111 6. SOIL DENSITY AND BEARING PRESSURE SHALL BE APPROVED m ° ~="`"~-'~}1 ~ l~l`I ~ -.111 I` 111111 1~ 111 111'r II°, I ti_-~~ -i~('It~t II~,~~C~111t1'"11~-111111=111~11t~ ~u~~ ' J~ °~FOesicw~~~y
a I .~~T ~1~---. I,IIi 11 ,III III _ll Il_L-,1~I,~1 o BY A GEOTECHNICAL ENGINEER CURRENTLY REGISTERED IN THE 2 443SQ FT 2,50' 1105CU Fi RADE r "~~~i ~1~1=11 -1}1,%111 --=11/~l- ~ ,..-111."- a9z5cu.>~. ss5cu.~r G~~~n,,,-n1-11~.,,_ ,111~~1_II1~11~„~ _~11-1111, ~ 1u-Ill. Il_111~111j1IIIl tit-tl s°cABC .--ti1=111;
o ereTe nc uneTU nnonnue i eYS,ITIN 111-=1Il cunt n ei ~d~ ~~o .~~~~T COMPACTED SUBGRADE 2"TYPE 9'.5B SUPERPAVE SURFACE COURSE Rf1TT(1M WIIlTF11t6RIGC ~A
~~nicvr wvninvnnvuwn. c~~ L _ 01 ivvu=r~a vcIA lvwv i NCDOT STANDARDS) STANDARD DETAIL 560.01 (PER (SEE DITCH SCHEDULE) c O
0 3 896000.FT. 1792CU.FT. 721SQ.FT. 2.50' 1802.5CU.FT. STANDAI
AB I O N 4 13500 CU. FT. 2700 CU.FT. 1092 SQTT. 2.50' 2730 COST. 18' CURB AND GUTTER ROAD GROSS-SECTION (NTS) DESIG ED BY. ME SHEET NUMBER:
1. WALL 1. 10 r
n DRAWN BY ME DI
a~ v APPROVED BY. ME Copyright 02009
i
ci:
Melrose Desi Group, PA.

C
11-1 I I=
95% COMPACTED SUBGRADE -I
(COMPACT TO A DEPTH
I I.
OF 16" IN 8" LIFTS)
MORTORED STONE PAVER
FLARED END SECTION
4 MORTOR BASE-/
4" CABC SUB -BASE
SECTION A -A
SLOPE TO DRAIN
95% COMPACTED
BACKFILL
:i
STONE
WINGWALL
STONE
HEADWALL
A (11
RIP -RAP APRON NOTES:
J
1. La IS THE LENGTH OF THE RIPRAP APRON
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6.
3. IN A WELL-DEFINED CHANNEL APRON WIDTH SHALL EXTEND UP THE CHANNEL BANKS AND MAY
STONE TERMINATE AT THE TOP OF THE BANK, APRON LENGTH MUST BE INSTALLED PER SCHEDULE.
FINISH 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL
GRADE CAP STONE FOUNDATION.
HEADWALL 5. RIP RAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHALL BE HARD, ANGULAR, HIGHLY
WEATHER RESISTANT AND WELL GRADED.
STONE 6. INSURE THE APRON IS PROPERLY ALIGNED AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH.
WINGWALL IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN UPPER SECTION OF THE APRON.
DITCH/SLOPE 7. AT LEAST 50 % OF THE INDIVIDUAL STONE PARTICLES MUST BE EQUAL TO OR GREATHER THAN THE
!_.
STABILIZATION (SEE 50xTHICKNESS
RESPECTIVE DETAIL)
s
STONE WALL NOTES:
_ t�ul'll�tl,tamh
z _ AIv umk\tutmirn�\I",�
8. DRY STACKED STONE, TYPE TO MATCH STONE NATIVE TO AREA AND APPROVED BY MDG, PA. STONE
SIZE TO BE SUFFICIENT TO SUPPORT ROAD SHOULDER. (6" THICK MIN, TYP)
III -I -III lqutq\{voro!\h d
MORTORED STONE PAVER FLARED END SECTION-
_-
_ 9. MORTORED STONE PAVERS, TYPE TO MATCH STONE NATIVE TO AREA AND APPROVED BY MDG PA.
(4" THICK MIN, TYP) ,
10. INTERFACE AT RIP -RAP APRON SHOULD BE LEVEL AND PROMOTE SHEET FLOW
RIP -RAP APRON
GENERAL NOTES:
NC DENR STANDARD FILTER FABRIC
11. INSPECT RIP RAP APRONS AFTER HEAVY RAINS TO SEE IF ANY EROSION HAS TAKEN PLACE OR IF
STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER
DAMAGE.
12. IMMEDIATELY FOLLOWING CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
SEE SEEDING SCHEDULE.
2.1 OUTLET STABILIZATION STRUCTURE WITH STONE ENDWALL
DRAINTECH ROUND BLACK
POLYOLEFIN GRATE BY ADS
36" AND 24" (AS SPECIFIED)
DRAINTECH SQUARE RISER BY ADS
(WHERE REQUIRED) 24' OR 36"
DRAINTECH LOCKING OUTLET BY ADS
24" OR 36" (AS SPECIFIED)
HDPE PIPE
----r � _ lr✓'}"� �-'-;arm'- ! i ,--1
INVERT ELEVATION
DRAINTECH UNIVERSAL PLUG
DRAINTECH SQUARE (WHERE NEEDED)
CATCH BASIN BY ADS
36" OR 24"(AS. SPECIFIED) NCDOT ABC STONE, COMPACT TO
98%
2.6 YARD INLET
NOTES:
1. MAX COVER OVER TOP OF PIPE IS 4 FT.CONTACT
ADS IF OTHERWISE GREATER.
2. GRATE OR LID MUST BE INSTALLED PRIOR TO
SPECIFIED
BACKFILL
ATRIUM
GRATE
HDPE
STANDPIPE
EXCAVATED DEPTH
MIN. V -MAX. 2'
BELOW TOP OF INLET
BACKFILLING CABC -1 I 1=1 ! -I f 1=11 I = I_j -} i I'
-'"
'-III III16'�IM!(III„lilllll�l_ -
3. INSTALL PER MANUFACTURERS SPECIFICATIONS HDPE 90"
ELBOW SUBGRADE
4. FOR JUNCTION BOXES USE SOLID COVER. OUTFLOW
PIPE
2"7 STAND PIPE
#57 WASHED STONE
EXCAVATED AREA (AS REQUIRED)
�y
1 • .ice-_ ��
1%► 4
WEEP HOLES
FOR
DEWATERING
SECTION VIEW
PIPE
PLAN VIEW
2.8 YARD INLET PROTECTION
STONE
1
HEAE
CURB INLET FRAME GRATE AND
CURB BOX, NO. R3246 -A WITH
TAPERED FRONT OR APPROVED
EQUAL
TOP ELEVATION, SEE GRADING
PLAN 6" 2'-0"
ADJACENT GRADE, SEE LAYOUT 24"x36" REMOVABLE GRATE
PLAN 0.08' TAPER
0,15' RIM ELEVATION, SEE GRADING
0.10' PLAN
a ASPHALT PAVING, SEE DETAIL
1l1-8.3
o _Cbco
PRECAST CONCRETE BASIN PER
CONCRETE WASH, TYP. a 2.50' NCDOT STANDARDS
4-
a
a
SEE GRADING PLAN FOR PIPE
a SIZES
a.
SEE GRADING PLAN FOR INVERT INV. IN
ELEVATIONS
INV. OUT
a CONCRETE WASH FILL, SLOPE
O MAX TO INVERT CONCRETE WASH
a a
UNDISTURBED SUBGRADE
a.
a a III�II .I
r- vyw V I c V V
O STABILIZED GROUND
IV RIP -RAP HEADWALL 1' MIN.
SEDIMENT STORAGE HEIGHT FROM ROAD SHOULDER
Fes`:
_
2''
;III -Hili ..
1.5'
I NC DOT #5 OR #57
} I = WASHED STONE
PIPE INVERT
,il 1
GLASS" BI
RIP -RAP
FLOOD STORAGE I SECTION VIEW
2.3 ROCK PIPE INLET PROTECTION
ACCUMULATED
1=41 ' SEDIMENT
#57 GRAVEL -SUPPORTED
BY HARDWARE CLOTH TO
ALLOW DRAINAGE AND
RESTRICT SEDIMENT
MOVEMENT
NOTES:
1. SIDE SLOPES TO BE
NO STEEPER THAN 2:1.
2. MINIMUM VOLUME
TO BE 35 CU.YDS PER
DISTURBED ACRE.
3. CLEAN BASIN WHEN
VOLUME IS DECREASED
BY HALF.
PEAK FLOW
OUTLET PIPE
(SEE NOTE 4)
VARIABLE DIAMETER
(SEE NOTE 2)
WATER QUALITY
FLOW OUTLET PIPE
(SEE NOTE 4)
INLET PIPE
(SEE NOTE 4)
STORMGATE MANHOLE - PLAN VIEW K2 9
GRADE RING
(TYP)
24"0 FRAME
AND COVER (STD)
STORMGATE ADJUSTABLE
WEIR (SEE DETAIL 1/2)
STORMGATE MANHOLE - SECTION VIEW 2.9A
30"x36"
INSIDE DIMENSION
2.4 CURB INLET
FILTE
FABRI
UNDERDRAIN
PIPE
r1ED
'ILL
\SHED SAND
i SPECIFIED).
WASHED #57
rONE
NOTES: SUBGRADE
1. MINIMUM SLOPE SHALL BE 0.5%.
2. PIPE SHALL BE SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC.
3. SPACING SHALL BE NO GREATER THAN 10' CENTER TO CENTER.
4. MINIMUM OF 4 ROWS OF PERFORATIONS.
5. PERFORATIONS SHALL BE PALLED 6" ON CENTER WITHIN EACH ROW.
6. PERFORATIONS SHALL BE 3/8" IN DIA.
2.5 UNDERDRAIN
4" MIN
.9
2
SET SCREWS (TYP)
(SEE NOTE 5)
WEIR DETAIL - PLAN VIEW 2.9
2
ADJUSTABLE
v
24" 0 FRAME
AND COVER (STD)
STORMGATE MANHOLE- TOP VIEW 2.9
3
GENERAL NOTES
1) STORMGATE BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR [phone]; SCARBOROUGH, ME [phone];
LINTHICUM, MD [phone].
2) PRECAST MANHOLE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478. DETAIL DRAWING REFLECTS DESIGN INTENT ONLY.
ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING.
3) STRUCTURE AND ACCESS COVERS TO MEET AASHTO H-20 LOAD RATING.
4) INLET AND OUTLET PIPING TO BE SPECIFIED BY LANDSCAPE ARCHITECT AND PROVIDED BY CONTRACTOR. PRECAST STORMGATE
MANHOLE EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS.
5) CONTRACTOR TO ADJUST WEIR TO DESIGN ELEVATION SPECIFIED IN STORMWATER MANAGEMENT PLAN. DO NOT EXCEED 5.0
FT -LBS TORQUE WHEN TIGHTENING SCREWS ON WEIR FRAME. SEAL WEIR TO FRAME WITH RTV SILICONE SEALANT AFTER FINAL
ADJUSTMENT.
02006 CONTECH Stormwater Solutions
2.9 STORMGATE TM. FLOW SPUTTER STRUCTURE.
QUEEN'S GAP
RUTHERFORD COUNTY, NC
OWNER:
Devonshire Land Development, LLC
Post Office Box 30
Rutherfordton, NC 28139
SURVEY BY:
Lattimore & Peeler Surveying
105 London Road
Lawndale, NC 28090
•
�y
Melrose Design Group, P.A.
Landscape Architecture
Land Planning
Conservation Planning
Civil Engineering
56 White Oak Road
Arden, North Carolina 28704
Phone [phone]
Fax[phone]
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In 'm
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DESIC4 ED BY: MF SHEET NUMBER:
DRAWN BY: MF D2
APPROVED BY: MF
Copyright © 2009
iri�ttva� t��at�,ti ut Vuµ t .t i. �

12» CLASS B RIPRAP (30 cm) RIPRAP STEEL, PQST
SEE TABLE ~ 1.5' 2, QUEEN'S GAP
2°-5» 12" NCDOT No. 5, OR 12" No. 57
(5cm-12.5cm~ fi" WASHIQ STONE 2 2 WIRE MESH~HARDWARE CLOTH 23• GA:
(15 cm) » 1 1 I FL`OW~~ 2a° MAX. AT MIN. & SHALL HAVE 1/4"MESH CENTER _ OPENINGS RUTHERFORD COUNTY, NC
(15 cm)
LONGITUDINAL ANCHOR TRENCH 30 CM 15 cm DROP INLET #57 WASHED STONE
~ ) ( ~ FILTER FABRIC IUSE WHERE NEEDED] IG WITH GRATE BOTTOM OF WIRE MESH EXTENDS HEIGHT; OWNER:
SECTION VIEW . . . I, ' SE MIN. 2' 1' HORIZONTALLY UNDER STONE SECTION A-A 1' •
. ~ ~ Devonshire Land Development, LLC
~ I - _ - A _ ' ~ - ~ Post Office Box 30
_ _ . II- = IiI~IIi ~ I , ~ . (I ' i ~ ~ ~ Rutherfordton, NC 28139
~ 1 (15 cm) : s"MIN. -"jM N. I I , ~ [ ~ ' E ; ~ , h STEEL POST DRIVEN'f8'~ INTO GROUND 91i;~
~a
- .
}
. ~ , -111 1~1=1 = - CIS e~{} r-.-, ~ 7.5cm ` ~ r~ , , - I- - f r-, FILTER FABRIC ER FABRIC e
rr~ lll. _ _ STEEL POSTS
Lattimore & Peeler Surveying A 1/4 WIRE MESH 105 London Road
#57 WASHED STONE
FACE VIEW Lawndale, NC 2$090
1=111_ . . . . -1 . r ~ . ~ _ _ _ _ r III Ill ~ . _ . 1=- l _ _ ~ III ~ ~

111=III= _I I ~ . . --1111 I _ . ~ IIII 2"-5" _ r---, _ . _ A A B
~ 5CM-12.5 _ _ _ _ I i I I I ~ I-I I I L
~'ti I=111 . . _ . _ . 11=1 i l~ ~ - 111=1 (SEE PANS) ~ e
:.11-III-:. . Ii~ll STAPLE/ROLL INSTALLATION
1~ II(_ :.1=III=I . . L=THEDIS I I=III_ III=III . . . . . NOTES: AND BARE L =THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION d ~ ~ . ~ ,I ~ ~ 8~
i i`III= A » g 1. PREPARE SOIL BEFORE INSTALLING. ROLLED EROSION. CONTROL PRODUCTS. (RECP'S}, INCLUDING ANY NECESSARY
1111 - s~ _ ~ (1o cM - 1 c~) _ _ APPLICATION OF LIME, FERTILIZER, AND SEED. DETAIL ~ ~ R i .,~w. ~ ~ o
(15 cM) ~ ~ ~ 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH - - ~ CRfTERIA SHOULD BE USED WHEN DESIGNfNG A CHECK DAM: QO
f -III= • ~ ~ ~ APPROXIMATELY 12~ OF RECP'S EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S THE FOLLOWENG CRfTERtA SHOUT „ -DRAINAGE AREA IS LIMITED TO C A IS LIMITED TO ONE HALF ACRE. ~ op'~Q o °
WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12 APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND -KEEP THE MAxIMUM HEIGHT of :IMUM HEIGHT OF 2 FT AT THE CENTER OF THE CHECK DAM. ' ~ ~ ~ Melrose Design Group, P.A. TER OF THE CHECK DAM AT LEAST 3 fNCHES LOWER THAN THE ~R ~ ,pq ooo~~ Ga ryd c~o°A~o awoc o evo q ,,,~@„a,
NOTES: COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF -KEEP THE CENTER OF THE CHEC iS AT NATURAL GROUND ELEVATION.
P' IN L DING ANY NECESSARY RECP`S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF OUTER EDGES AT NATURAL GA 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (REC S), C U STAPLESISTAKES SPACED APPROXIMATELY 12"APART ACROSS THE WIDTH OF THE RECP'S. -KEEP THE SIDE SLOPES OF THE APPLICATION OF LIME, FERTILIZER, AND SEED. 3: ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE -KEY THE sroNE INTO THE DITCH :SLOPES OF THE DAM AT 2:1 OR FLATTER. IandsCape ArClllteCtUre
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP S IN A 12 DEEP X 6 WIDE TRENCH WITH ABUTMENTS 1.5 FEET MINIMUM E INTO THE DITCH BANKS AND EXTEND BEYOND THE lJan(1 Planning 1.5 FEET MINIMUM TO AVOID WASHOUTS FROM OVERFLOW
APPROXIMATELY 12" OF RECP'S EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S AGAINST THE SOIL SURFACE. ALL RECP S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING AND AROUND DAM. a. Conservation Planning
TH A ROW OF STAPLESISTAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND SPACING STAPLESISTAKES IN APPROPRIATE LOCATIONS PER MANUFACTURER RECOMMENDATIONS. - STABILIZE ouTFLOW AREAS ALC 4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON RECP`S CAUSED BY CHECK DAMS. 'FLOW AREAS ALONG THECHANNELTO RESfST EROSION. ~ • ~ CURE I NLET PRQTECTIQN. ;HECK DAMS. ~it~tl Rngitleertng
COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF
RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF TYPE. NOTES: CONSECUTIVE RE-CP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE} WITH AN 1. INSPECT CHECK DAMS AND CF STAPLESISTAKES SPACED APPROXIMATELY 12"APART ACROSS THE WIDTH OF THE RECP'S. 5' ~CK DAMS AND CHANNEtS WEEKLY ANDAFTER EACH RAINFALL 56 White OaE; Road`
' WI L NROLL WITH APPROXIMATE 3 OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12 APART ACROSS ENT1RE OF 112° OR GREATER AND REP 3. ROLL CENTER RECP S IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP S L U RECP'S WIDTH. 2. CLEAN OUT SEDIMENTAND DE GREATER AND REPAIR IMMEDIATELY. SEDIMENTAND DEBRIS. Arden, North Carolina 28704
APPROXIMATE SIRE AGAINST THE SOIL SURFACE,. ALl RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY a. ADD sTONES TO DAM IF NEEOi i TO DAM IF NEEDED TO MAINTAIN DESIGN HEIGHT AND WIDTH. 2' MIN. Phnne (828k 6$4-5155
PLACING STAPLESISTAKES PER MANUFACTURER'S RECOMMENDATIONS. 6: IN LOOSE SOIL CONDITIONS, THE USE OF STRPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO 4. REFERENCE NCDENR LAND Ot NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.83 COMPACTED FILL I ( Fax [phone] ~r-•r?
4. PLACE CONSECUTIVE RECP'S END OVER END WITH A 4" - 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED PROPERLY SECURE THE RECP'S.
4`"APART AND 4" ON CENTER TO SECURE ftECP'S 5. FULL LENGTH EDGE OF OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLESISTAKES EROSION ' Q
„ „ „ RAI IP N M ACT THE TRENCH AFTER STAPLING. CONTR L .4 APPROXIMATELY 12 APART IN A 6 DEEP X 6 WIDE TRENCH. BACKFILL A D CO P o _ RIPRAP CHECK DAM I~~~ _ _ ~
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2"" - 5' (DEPENDING ON TYPE} AND STAPLED. BLANKET 10° ~°Q~ =III-I I ~-1I I~ I1=f I1=1I I~ f 1-1 _ ~ =III ' ~j
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ~ EXCAVATED CUT oe I-I 11=1 I I-III-III-I 11=1 I I-III-1 I I~ I I= 6 FREEBOARD I I-1 11=~ W
DOUBLE ROW OF STAPES STAGGERED 4"APART AND 4" ON CENTER OVER ENTIRE WIDTH OF CHANNEL. ' • f „ SLOPE ~ I+-1-112" THE TERMINAL END OF THE RECP S MUST BE ANCHORED WITH A ROW OF STAPLESSTAKES APPROXIMATELY 12 APART F`~'~~~~~all ~IIIII~Iilll~ 1111111~1111~1111~11f~ll~~lllll~lll~l{=11 = 111111TI1~''I
IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. Q ~y. -I I I~ I I-III I I I_I I I~ I I I I f=1 I i~ ll III I 11=1 I I III-I I I~ I I-1 I I-I'' p ~ I _I I I-1 I III-1 I l l l l=1 I I III=1 11-III III=1 I I I 11= I III-1 11=~'
„ METAL STAPLE 9. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6 MAY BE NECESSARY TO ; * . ~ ~ ~ ~ _f 1E=~il-~f lf~ Vl=-tl loll I I If l=!'if--IIN' J161-1~`I=-'`~
PROPERLY SECURE THE RECP'S. _ W o~ ~ -I ~ L_I I II III-I I I~ I I-III-III-III III-I I ~ p ' -I I I~ I I III=1 I I-III-III 11=
1.O:.SEE SCHDULE FOR PRODUCT TYPES. _III_... . ~
ECURELY. I.I 11. PRESS ENDS OF MATTING 4 INTO GROUND AROUND STRUCTURES AND STAPLES _ I I • X11=1i1 ~ • op op op
=~11~1 1~ - ~ o - 4 III---11 W Q 0 ~ ~ ~ oQ ~ 6' (TYP.) ~
A ' I 1=1 i i=t I j W~„ B CRITICAL POINTS NOTE. III-~ 1 • • • • , • • ' ' ' • - Q p ©o~p ~
_ = I I-I ~ C A. OVERLAPS AND SEAMS * HORIZONTAL STAPLE SPACING SHOULD BEALTERED IF - - = ~1- • • : ' ° ` • ` I~IfI=III=1 o O o~ O SEE TYPICAL DITCH DETAIL FOR
C B. PROJECTED WATER LINE NECESSARY TO ALLOW STAPLES TO SECURE THE - - O • ~ ~ • • • • • • • • • ~ ~ ~ ~ ~ ~ , FA =III=III=III=~ O CROSS SECTION, SEE DITCH
C. CHANNEL BOTTOMISIDE CRITICAL POINTS ALONG THE CHANNEL SUR CE. =1 ~ I=i ~ I=III= cP' ':::::::.':::::.'::.1 ~ SLORE VERTICES I 1=1.11-=~ 11=111_ O • r^? o0p SCHEDULE FOR BOTTOM WIDTH
**INLOOSESOILCONDITIONS,THEUSOFSTAPLEOR i11= - qF:.~:.~::::.~: EROSION CvNTROL BLANKET O _III=III-III= op oC?~p vp ~ ~
STAKE LENGTHS GREATER THAN G' MAY BE NECESSARY -I I A=III=III=i I I= • t TO PROPERLY ANCHOR THE RECP. =1 I I_--1 = ~ ~ PROTECT TREE WITH 112" II Ill~fl~' Q p 3.5 DIVERSIQN DITCH
i I 1=U I=III=III_ RUBBER HOSE (BLACK) AT ~
III=III=III=III COMPACTED FILL CABLE CONTACT POINTS. AT IN ~=111=1II~II-1I ILI o~ 00
AN L _~I~II~ I f~11 i sLOPE ~fl~ CJ c'4 oQ I
_I f 1=111=111=1I ICI I _ I~ I I=III=111_1 I H I I=.. = I EROSION. ~p p pp o4
1 ~ =1 I 1=1 I 1=1 11= - - ~=1 I I-1 11= I I~'~ ~ ~ ; • • _ _ _ III=IIII=111=~ - =III=III=1I I_-1 I I - ~ CONTROL _ III ~iT
III III-III-!I!-III-III~III~III-Ii _ ~ - - B~N~" -III- _ - ~-II1.-110_ 11-111 _I~1'•:••::•::.:•.~. 2. ("1-f ~ -1 I I-1 I I_T I I 1=1 I N = - - - -Q • • r ~ _ _ I_ I III_III_IIL_III_o_i ,L[I~I11=~~•••• Cl© ~ ~ SET TOP OF ROOTBALL 113
111-111-IEI-III- II III=_flf-lll~ - - `fit- If _111_111=1 _ C1Q THE HEIGHT OF THE
III=III=111_111. I = - _ _ III•:..... , _ _ o I I I I_I I IIII-III_ I I I I=1 I I_I I I~': • • • • • • • • • • • • • << I I=1 I 1=1 I I- ~~-I I 1=1 I 1=1 I I=1 I I=1 I - - ~ ~ ~ ~ ~ s~o © 00~ ROOTBALL ABOVE
-III=1 l I~ I I=I I=-- - 1~1=1 11=1 I I_I I P• A _I = _ 1111_111=III=III=111 111_111=III- F 11_1 I I=i I I I I- ~11~' ADJACENT PLANTING SOIL tN
II I 1~1 11=f 11=III=1 I-1 I hI I I~ 11= I I I I I_I i I_I 11=1 11=1 I I-1 I I I I ICI 11= MULCH AS SPECIFIED
RECYCLED TIRE TREE TIES I I_I I I_ _ _ I I I_I I I_I I I~• ~ • ' --~I11-111-11[=I11~111~111-111-IIf~IIIT - , , E-E ~ ~ r l=l f f_111~ - _ _--111_1 P (1" OVER CROWN. OF ROOTBAl.L}
AS MFG. BY GROSTRAIT , ,_i i lllls i iI I I ~ ~I I I=-III. =111=1I I=I I I~ ~ ~ ~ ~_i I I-i I I-III=~ ~ ~ SEE NOTE 4. KEEP MULCH 2"-3"AWAY FROM r DOTE 4. TRUNK. w
(707-745-4330) ~ , ~ ~ ~ ~ ~ ~ OR APPROVED EQUAL. ~
~ ~
NOTES: 6" SOIL BERM TO HOLD WATER
THREE 2"x2"x8' STAKES {EVENLY 1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURERS
Q SPACED) REQUIREMENTS. MAX 1" DROP FROM FROM
2. SEE GRADING PLAN FOR LOCATIONS OF CUT AND FILL SLOPES. ADJACENT PAVEMENT :MENT
T TOP OF ROOTBALL MULCH AS SPECIFIED 1"OVER 3. IMMEDIATELY TRACK AND STABILIZE ALL SLOPES 2:10R GREATER WITH OR CURB IF PRESENT SE f =SENT FINISH GRADE
NORTH AMERICAN GREEN SC150, AMERICAN EXCELSIOR EROSION CONTROL E 113 THE HEIGHT OF THE ROOTBALL}. KEEP MULCH 2"-3,.
° VE ADJA ENT AWAY FROM TRUNK. BLANKET, OR EQUAL (CHOSEN PRODUCT MUST BE RATED FOR SLOPES 2:1 TO ROOTBALL ABO C C
PLANTING SOIL „ 1:1} IMMEDIATELY FOLLOWIN GRADIN ACTIVITY. 6 SOIL BERM TO HOLD WATER ' ' 4. ALLOW 3"MIN. OVERLAP BETWEEN PARALLEL STRIPS. PREPARED PLANTING MEDIA AS
„ T - o MAX.1 DROP FROM ADJACEN 5. BURY THE TOP END OF THE MAT IN A TRENCH 4 OR MORE IN DEPTH. TAMP 0 ro PAVEMENT OR CURB THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES,10"SPACING, 4" - - SPECIFIED. F ~ , ~ - - 30" MIN u
FINISHED GRADE N DOWN FROM THE TRENCH. OVERLAP END OF TOP STRIP 4"AND STAPLE. '
~ < Q
rY . t.::}e:~ie~.7: }i~~°~`..,js e~•n!.' ~ H - ~ '•~•w„ .:r~.,.~:..,;.~ ~ • . ~ ~ ~5'' ' ~ • TAMP PREPARED PLANTING SOIL TO A ro ~
~ - 3 ~ T N IT MA IN L P TABILi A I . .2
0 :.~.:.-=.t•:. DEPTH OF6"BELOW BOTTOM OF ~ ~ ROOTBALL TO PREVENT SETTLING. ~
PREPARED PLANTING MEDIA w r~:~z~ " AS SPECIFIED - ADJUST ROOTBALL PLANTING HEIGHT o ~
- TO MAINTAIN 113 HEIGHT OF ROOTBALL p Q
- - ABOVE FINISH GRADE.
T ~ a - TAMP PREPARED PLANTING SOIL TO A EARTH ANCHOR
~ ,s ~ DEPTH OF 6 BELOW BOTTOM OF (SEE NOTE ABOVE) 12" w ~ ~ cQv
~ ROOTBALL TO PREVENT SETTLING. INSTALL AS PER ~ 12 ADJUST ROOTBALL PLANTING HEIGHT MFG. INSTRUCTIONS
a TO MAINTAIN 113 HEIGHT OF ROOTBALL C~~/1 ~ Q ~
ABOVE FINISH GRADE. ExlsTINGGROUND
b
tw ~ x x o o NOTES:
~ DESIGN DEPTH o o / ~E MAIN ROOTS OR DESTROY ROOTBALL WHEN INSTALLING TREE STAKES
~ NOTES: FOR 1 1 1. DO NOT DAMAGE MAIN RC a`i DESIGN DEPTH RIPRAP ~ \ / n u _ u 1. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOTBALL WHEN INSTALLING TREE STAKES ~ 2. D - ROOTBALL + 24 . .L + 24".
2: "EY` = ROOTI~ALL ~ 24" FOR DITCHES. • \ \ \ ' o o / \ ~ ~ GRASS-LINED ~ 0 0 ~Qo / / ~~STALL RIPRAP OR EROSION CONTROL 3. CONTRACTOR SHALL ENS
3. CONTRACTOR SHALL ENSURE PERCOLATION OF ALL PLANTING BEDSIPITS PRIOR TO INSTALLATION. DITCHES DESIGN ~ ° e o ° ` FABRIC IN DITCHES LISTED IN SCHEDULE. SHALL ENSURE PERCOLATION OF ALL PLANTING BEDS/PITS PRIOR TO INSTALLATfON. cA~o`~ o~~~..Ek~~~% ~ GAPE Aq~~ ,9
~ THICKNESS \//i//\ o p RIPRAPTHICKNESSORFABRICTYPEPER TREESUPPORT SYSTEM 1 v~ / DITCH SCHEDULE T SYSTEM TO BE'DUCKBLLL' MODEL No. 88-DTS-O, OR APPROVED EQUAL. SYSTEM q
4. INCLUDES THREE (3) EARL ;EE (3) EARTH ANCHORS,15' OF GALV. STEEL CABLE WITH BRIGHT ORANGE COATING, ~ 1261 ~ ~ c-t1z 0
THREE (3}TURNBUCKLES NBUCKLES AND SIX (6} 3116" CABLE CLAMPS. ~ >~~y ~F'~~: _ a` e
AI FOR RIPRAP DITCHES: I T LA L `~~~~DESIGBGR~S~Q
~ OVERLAP EDGES 12"MIN. WITH 0 o ANCHOR PINS EVERY 3' ALONG
/a .
OVERLAP. BURY ENDS 12" MIN.
O a. ALL MATTING PRODUCTS MAY BE SUBSTITUED WITH APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATION
~ Lp c 3.8 LARGE TREE PLANTING DETAIL DESIGN DBY. M SHEET NUMBER: t°E F~GE DWQ COMMENT 1j DRAWN BY- _
DWQ COMMENT 1j 3. TYPICAL DITCH DETAIL -G
D3- APPROVED BY: MF
a
Copyright 0 2009
Melrose Design Group, P.A.

EE
~t G ~F~C~C 1 F'~~~~~~ t7~~E~~J~~ LANf7SCAPENf~TES:
1. CONTRACTOR SHALL VERIFYQUAN'FITIESON THE PLANAND IS RESPONSIBLE , Species Exposure Spacing Application R e FOR ALL PLANTS AS SHOWN ON THE PLANT LIST. REPORT ANY DISCREPANCIES QUEENS U AP
Total Develo ed 25Year A rox. _ . . _ TO LANDSCAPE ARCHITECT.
Pie Pie M Area Rur~ff Tc E~air~fa~ Runoff Pie FuN FIoW Invertouk „ „ Structure Number Type Rim Imr. Out Inv. In (1) Invert In (2) Invert In (3) Baffle Invert (to BMP) Common Name (min.}
Pie Size Le th Pie n Sloe Invert In Invert Out to Pi a C-Factor ~tensi to Pi a Capaci Veloci 1 18" ENDWALL - 1202.50 - - - - - Trees: s: Acer rubrum SunlPart Shade 20 1 Tr (500 SF 2. CONTRACTOR SHALL GUARANTEE ALL PLANTINGS FOR ONE YEAR FROM RUTHERFORD COUNTY, NC COMPLETION OF WORK. REPLACEMENT PLANTS AND LABOR SHALL BE
Se IH F Matt Factor ACRES C Min k>~Hr CFS CFS Ft/Sec 2 24 YARD INLET 1205.00 1203.00 - - - - - PROVIDED AT CONTRACTOR'S EXPENSE.
1 18 20 HDPE 0.013 2.50% 1203.0 1202.5 1.37 0.52 5 8.09 5.76 16.6 9.4 3 18" ENDWALL - 1206.00 - - - - Red Maple 3. PRUNE ONLY AS DIRECTED BY MDG, PA. PLANTS SHALL NOT HAVE A
1 2. 1206.5 1206.0 0.30 0.52 $ 8.09 1.26 16.6 9.4 4 24" YARD INLET 1209.00 1206.50 - - - - - 2 18 20 HDPE 0,0 3 50% Querous bieolor Sun or Sham 20 Tree f 50{1 SF SHEARED APPEARANCE. 0~'NER:
DPE .013 1.67% 1207.0 1206.5 0.77 0.52 5 8.09 3.24 13.6 7.7 5 18" ENDWALL - 1206.50 - - - - - 3 18 30 H 0
6 36" YARD INLET 1213.00 1207.00 1207.00 1207.00 - - - 4 18 50 HDPE 0.013 1.00°1a 1207.5 1207.0 0.19 0.52 5 8.09 0.80 10:5 5.9 Swam p White Oak 4. ALL PLANT MAl'ERIAL IS TO CONFORM TO THE LATEST EDITION OF 13e~onslltre La>zd Deve etlt, LLC AMERICAN STANDARDS FOR NURSERY STOCK:
7 24" YARD INLET 1213.00 1207.50 - - - - - Flowering Trees: 5 18 75 HDPE 0.013 1.33% 1208.0 1207.0 0.49 0.52 5 8.09 2.06 12.1 6.9 „ Bering Trees: Cercis canadensis SunlParl Shade 15 1 Tree 11D00 SF Post Office Box 30 5. MDG, PA ANDIOR OWNER RESERVES THE RIGHT TO REJECTANY PLANT Rutherfordton, NC 28139
° 8 24 YARD INLET 1211.00 1208.00 1208.00 6 18 45 HDPE 0.013 8.89/0 1212.0 1208.(} 0.32 0.52 5 8.09 1.35 31.3 17.7 9 24" YARD INLET 1215.00 1212.00 - - - - - Eastern Redbud MATERtAt. RECENE MDG, PA APPROVAL OF PLANT MATERIAL PRtOR TO
7 18 45 HDPE 0.013 1.11% 1218.0 1217.5 0.14 0.58 5 8.09 0.66 11.1 6.3 10 18" ENDWALL - 1217.50 - - - - - INSTALLATION.
Chionanthus uirginicus Sun or Shade 1 Tree ! 1000 SF _ _ . , _ _ _ _ . - _ 6. CONTRACTOR fS RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF
8 18 50 HDPE 0.013 41.00% 1205.5 ' X185.0- 3.62 0.59 5 8.09:. 1728- 67.2 38.0 11 24" YARD INLET 1223.00 121s.oo ringetree ALL UTILITIES. ANY UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE
.01 2. 0% 1206.0 1205.5 2.41 0.59 5 8.09 11.50 16.6 9.4 12 18" ENDWALL - 1185.00 - - - - - 9 18 20 HDPE 0 3 5 REPAIRED AT THE CONTRACTOR'S EXPENSE. esia Carolina Sun/Shade 15' 1 Tree / 1000 SF BUBVEY BY.
10 1$ 15 HDPE 0.413 3.33% 1206.5 1206.0 1.75 0.59 5 8.08 8.35 19.2 10.8 13 CURB INLET 1209:00 1205.50 1205.50 1205.50 - - - 7. ANY REMAINING DISTURBED, NON-PLANTING AREAS, ARE TO BE FINE
° 8.09 4.06 28.9 16.4 14 CURB INLET 1209.00 1206.00 - - - - - 11 18 125 HDPE 0.013 7.60 /0 1216.0 1206.5 0.85 0 59 5 15 36" YARD INLET 1209.00 .1206.50. 1206.50 1206.50 - - - Car 'na Silve rbell GRADED AND SEEDED WITH FESCUE BLEND OR MULCHED AS NOTED ON PLAN, INCLUDING UNDER ALL DECKS. AREAS. UNDER EXISTING TREE DRIPLMIES ARE Lattlmoee &.Peeler Surveying
12 18 65 HDPE- 0.013 0,77°fo 1216.5 1216.0 0:48 0:59 5 8A9 2.29 9.2 5.2' 16 24 YARD INLET 1219.00 1216.00 1216.00 - - - - Shrubs ibs Clethra nifolia Sun/Shade 24" 1 Shrub 1175 SF NOT TO BE TILLED. 105 London Road
13 18 75 HDPE 0.013 2.00% 1218.0 1216.5 0.15 0.59 5 8.09 0.72 14.9 8.4 17 24" YARD INLET 1219.00 1216.50 1216.50 - - - - - - - Somme et Cletklxal ~ PRIOR TO INSTALLATION DF SITE uGHTING, CONTRACTOR SHALL REVIEW Lawndale, NC 28090
HDPE 0.013 11.05% 1217.0- 1206.5 0.54 0.59 5 8.09 2.58 34.9 19.8 18 24" YARD INLET 1226.00 1218.00 - - - - - 14 18 95 PLANT AND LIGHT LOCATIONS WITH MDG, PA TO ELIMINATE CONFLICTS.
15 18 85 HDPE 0.013 0.59% 1217.5 1217.0 0.37 0.59 5 8.09 1.77 8.1 4.6 19 24° YARD INLET 1221.00 1217.00 1217.00 - - - - Corms amour Sun 24" 1 Shrub ! 175 SF
° 20 24" YARD INLET 1221:00 1217:50 1217.50 - - - - 16 18 35 HDPE 0.013 1.43 /0 1218.0 1217.5 0.19 0.59 5 8.08 0.91 12.6 7.1 ° 21 24" YARD INLET 1221.00 1218.00 - - - - - 9. ALL EXISTING AND PROPOSED TREES NOT CONTAINED WITHIN A MULCHED Si I ky DogW ood BED ARE TO RECEIVE A 5' DIAMETER GI,RCLE OF MULCH.
17 18 270 HDPE 0.013 3.52 /0 1215.0 1205..5 0.78 0.59 5 8.09 3.72 19.7 11.1 22 CURB INLET 1219.25 1215.00 1215.00 - - - -
18 18 20 .HDPE 0.013 :2.50% 1215.5 1215.0. 0.48 0.59 5 8.09 2.29 16.6 9.4 Z3 CURB INLET 1219.25 1215.50 - - - - - ComUS sericea nlShade 24" 1 Shrub / 175 SF 10. CONTRACTOR SHALL MARK PLANTING BEDS AND RECEIVE MDG, PA _ . _ APPROVAL PRIOR TO INSTALLATION.
19 18 45 HDPE 0.013 1.11% 1234.0 1233.5 0.82 0.58 5 8.09 3.85 11.1 6.3 z4 18" ENDWALL - 1233.50 - - - - - Red-osier Dogwood 11. CONTRACTOR SHALL PLACE PLANTS OR OTHERWISE MARK PLANT
20 18 25 HDPE 0.013 2.00% 1234.5 1234.0 0.52 0.58 5 8.09 2.44 14.9 8.4 25 CURB INLET 1239.00 1234.00 1234.00 1234.00 - - - Itea virginica nor Shade 24" 1 Shrub ! 175 SF LOCATIONS AND RECEIVE MDG, PA APPROVAL PRIOR TO INSTALLATION. ~ -
0 26 CURB INLET 1239.00 1234.50 1234.50 - - - - 21 18 25 HDPE 0.013 2.00 /0 1235.0 1234.5 0.32 0.58 5 $.09 1.50 14.9 8.4
$235.0 0.22 0.58 5 8.09 1.03 10.0 5.7 27 CURB INLET 1239.00 1235.00 1235.00 - - - - 22 18 55 HDPE 0'013 0'91% 1235'5 28 CURB INLET 1239.00 1235.50 - - - - - Virginia Sweetsp~ a 12. REPORTANYPOORLYDRAINEDSOILSORANYDRAINAGEPROBLEMSTO MDG, PA IMMEDIATELY. FAILURE TO REPORTSUCH CONDITIONS WELL RESULT
Kalmia latilfolia Sun or hade 24" 1 Shrub 1175 SF IN THE CONTRACTOR BEING RESPONSIBLE FOR CORRECTING THE PROBLEM
23 18 40 HDPE 0.013 3.75% 1235.5 1234.0 0.20 0.58 5 8.09 0.94 20.3 11.5 29 CURB INLET 1241.00 1235.50 1235.50 1235.50 _ _ , _ _ AND REPLACING DAMAGED OR LOST PLANTS.
24 18 55 HDPE 0.013 1.82% 1236.5 1235.5 0.04 0.58 5 8.09 0.19 14.2 8.0 3o CURB INLET 1241.00 1236.50 - - - - - Mountain L ret C D 13. INSTALL TOPSOIL A MINIMUM 12" DEEP AS NEEDED. TOPSOIL SHALL BE MCIrOSe Design \.1 TOUp~ 1
25 18 75 HDPE 0.013 0.67% 1236.0 1235.5 0.11 0.58 5 8.09 0.52 8.6 4.9 31 CURB INLET 1241.00 1236.00 1236.00 - - - - Plants: ts: Coreopsis pp. Sun 18' 1 Plant / 15 sf WELL DRAINED SANDY LOAM, PH RANGE OF 5.5.7.0, FREE OF ROCKSAND
26 18 65 HDPE 0.013 .0.77% 1236.5 1236.0 0.05 0.58 5 8.09 0.23 92 5.2 32 CURB INLET 1241.00 1.236.50 - - - - - DEBRIS GREATEt? THAN 1". HAND RAKE TO CREATE PROPER SURFACE TiCkse DRAINAGE AND SMOOTH TRANSITION TO ADJACENT SURFACES. ~all(~SCa)12 ACCh11:eCtllTe
27 18 25 HDPE 0.013 28.00% 1215.0 1208.0 1.50 0.55 5 8.09 6.67 55.6 31.4 33 18" ENDWALL - 1208.00 - - - - - 34 CURB INLET 1219.00 1215.00 1215.00 - - - -
28 18 35 HDPE 0.013 1.43% 1215.5 1215.0 0.92 0.55 5 8.09 4.09 12.6 7.1 35 CURB INLET 1219.00 1215.50 1215.50 - - - - Echi cea purpurea Sun 1$" 1Plant / 15 sf 14. LAWN AREAS TO BE SEEDED OR SODDED SHALL BE TILLED TO A 6"DEPTH Land p(itflittn~ _ _ _ _ _ _ (EXCEPT WITHIN THE DRIPLINE OF EXISTING TREES TO REMAIN.) SPREAD COIISeTVatl0ll P~atlI11Il
29 1$ 235 HDPE 0.013 4.47% 1226.0 1215.5 0.69 0.55 5 8.09 3.07 22.2 12.6 3B 24" JUNCTION BOX 1234.50 1226.00 1226.00 - - - - C eflower FERTILIZER OVER THE TILLED AREA (20.10-10) AT 5 LBS. PER 1,000 SF. SPREAD
0 18 125 HDPE 0.013 0.40% 1226.5 1226.0 0.69 0.55 5 8.08 3.07 6.6 3.8 37 eUR6INLET 1231.50 1226.50 1226.50 _ _ _ 3 LIME OVER TILLED AREA AT tEk LBS. PER 4jDDEI SF. WORK FERTILIZER AND LIME. ~~y~ En~n~~rng aillardia spp. Sun 18" 1Plant ! 15 sf INTO TOP 2" OF SOIL.
1 1 30 HDPE 0.013 1. 7% 1227.0 1226.5 0.31 0.55 5 8.09 1.38 13.6 7.7 38 CURB INLET 1231.50 1227.00 - - - - - 3 8 6
32 18 30 HDPE 0.013 1.67% 1227.0 1226.5 0.19 0.55 5 8.09 0.85 13.6 7.7 39 CURB INLET 1231.50 1227.00 - ' - - - - Bla nket Flowe r 15. FOR LAWN AREAS TO BE SEEDED, SPREAD SEED {NAMED BRAND OF TALL 56 Wllite Oak Road TURF-TYPE FESCUE) AT 5 LBS. PER 1,000 SF AND RAKE LIGHTLY INTO SOIL. Arden, North Carolina 28704
° 2.28 0.59 5 8.09 10.88 47.0 26.6 40 18" ENDWALL - 1190.00 - - - - - 33 18 30 HDPE 0.013 20.00 /0 1196.0 1190.0 Geranium sanguineum SUn 18" 1 Plant / 15 sf SPREAD WHEAT STRAW OVER SEEDED AREA AT OPTIMUM THICKNESS TO
41 36"JUNCTION BOX 1200.00 1196.00 1196.00 .1196.00 - - - 34 18 175 HDPE 0.013 12.29% 1217.5 1196.0 0.82 0.59 5 8.09 3.91 36.8 20.8 42 CURB INLET 1225.00 1217.50 1217.50 - - - - _ _ _ _ _ _ PROMOTE GERMINATIONAND PREVENT EROSION. LIGHTLY WATER SEEDED Phone [phone]
35 18 20 HDPE 0.013 2.50% 1218.0 1217.5 0.76 0.59 5 8.09 3.63 16.6 9.4 43 CURB INLET 1225.00 1218.00 1218.00 - - - - Gera nium sanguineum AREA UNTIL FINAL ACCEPTANCE. Fax [phone]
36 18 50 HDPE 0.013 1.00% 1218.5 1218.0 0.52 0.59 5 8.09 2.48 10.5 5.9 44 CURB INLET 1223.00 1218.50 1218.50 - - - - Pennisetum spp.. Sun 18° 1 P t / 15 sf 1&, FOR LAWN AREAS TO BE SODDED, SUBMIT PROPOSED SOD SPECIES AND
37 18 85 HDPE 0.013 0.59% 1219.0 1218.5 0.36 0.59 5 8.09 1.72 8.1 4.6 45 CURB INLET 1223.00 1219.00 1219.00 - - - - VARIETY TO MDG, PA FOR APPROVAL PRIOR TO INSTALLATION. LAY SOD ON Fountain grass PRE-MOISTENED SOIL WITH NO GAPS BETWEEN ADJACENT PANELS. BRING SOD
H P .013 0.91% 1219.5 1219.0 0.20 0.59 5 8.09 0.95 10.0 5.7 46 24" YARD INLET 1223.00 1219.50 - - - - - INTO CLOSE CONTACT WITH SOIL BY THOROUGH ROLLING. AFTER LAYING AND
38 18 55 D E 0 - - - - Rudbckra hrrta Sun 18" 1P(ant f sf ROLLING SOD, WATER THOROUGHLYAND KEEPWELL WATERED UNT1L FINAL ~T~ I-~ _ . . _ , _ _ ACCEPTANCE. I~1 t(
° 1 1 . 1196.0 1.46 0.59 5 8.09 6.97 46.3 26.2 47 CURB INLET 1219.00 1213.50 1213.50 39 18 90 .HDPE 0.013 19.44 /0 2 3 5 - - - - 48 CURB INLET 1219.00 1214.00 1214.00 - - - - Biaok-eyed ~sarr E•••I
40 18 25 HDPE 0.013 2.00% 1214.0 1213.5 1.37 0.59 5 8.09 6.54 14.9 8.4 _ _ 49 CURB INLET 1219.00 1215.00 1215.00 - -
41 18 70 HDPE 0.013 1.43% 1215.0 1214.0 0.91 0.59 5 8.09 4.34 12.6 7.1 50 CURB INLET 1219.00 1215.50 - - - - - BIORETE ON PLA ;ETE ON PLANTING NOTES: ~ F~-~i SEE PLANTING SCHEDULES ON INDIVIDUAL SHEETS
42 18 155 HDPE 0.013 :0.32% 4215:5 1215.0 0.38 0.59 5 8.09 1.81 6.0 3.4 51 1s"ENDWALL - 1192.0 - - - - - ~I MUM OF 3 TREE, SHRUB, AND PLANT SPECIES SHALL BE USED IN EACH BASIN.
0 52 18" HEADWALL - - 1194.00 - - _ _ 1. A MI MUM OF 3 43 18 60 HDPE 0.013 3.33 /0 1194.0 1192.0 2.08 0.55 5 8.09 9.25 19.2 10.8
44 18 130 HDPE 0.013 16.92% 1168.0 1146.0 2.06 0.50 5 8.09 8.33 43.2 24,4 53 18" ENDWALL 1146.00 - - - - - 2. S EC(ES SELECT ° 54 24" YARD INLET 1171.00 1168.00 1168.00 - - - - M , PA IN THE FIE PPR VE B r EC(ES SELECTION AND PLANTING GEOMETRY SHALL BE DETERMINED AND A 0 D Y j" ~ ~j
45 18 30 HDPE 0.013 6.67 /0 1170.0 1168.0 1.56 0.50 5 8.09 6.31 27.1 15.3 55 18" HEADWALL - - 1170.00 - - - - PA IN THE FIELD PRIOR TO PLANTING. 1 M~
1 440 HDPE 0.013 8.18% 1179.0 1170:0 2.23 0.50 5 8.09 9.02 30.0 17.0 - _ _ - 8 56 18" ENDWALL 1170.00 -
47 18 30 HDPE 0.013 5.00% 1180.5 1179.0 1.85 0.50 5 8.09 7.48 23.5 13.3 57 24" YARD INLET 1183.00 1179.00 1179.00 - - - -
48 18 45 HDPE. 0.013 1.11% 1223.0 1222.5 0.71 0.54 5 8.09 3.10 11.1 6.3 58 18" HEADWALL - 1180.50 - - - - - F~CP~RAP APi~O~I SCHEDULE 0
49 18 20 HDPE 0.013 15.00% 1172.0 1169.0 0.06 0.40 5 8.09 0.19 40.7 23.0 59 18" ENDWALL - 1222.00 - - - - -
50 18 5 HE}PE 0.013 4.00°k, 1158.0. 1156.0 4.87 0.52 5 8.09 20.49 21.0 11;9 60 18" STANDPIPE 1229.00 1223.00 - - - - - 0 1 1 " NDWA 1 - - - -
6 8 E LL - 1 69.00 - 51 18 20 HDPE 0.013 5.00% 1159.0 1158.0 4.87 0.52 5 8.09 20.49 23.5 13.3 g2 1s" HEADWALL - - 1172.00 - - - - FES PIPE DIAMETER RUNOFF TO PIPE 3 x Do APRON LENGTH APRON WIDTH RIPRAP SIZE l No, (Do, INCHES) (CFS) (L~) (W~'''~) r150xTHICKNESS) ~ f=1
52 18 90 HDPE 0.013 4.44% 1165.0 1161.0 4.87 0.52 5 8.09 20.49 22.1 12.5 63 18" ENDWALL - 1156.00 - - - - -
1 18 5.76 4.5' 10' 14.5' 4"
53 12 15 HDPE 0:013 3.33% 1166.5 1166.0 3.75 0.52 5 1.00 1.95 6.5 8.3 64 36" JUNCTION BOX 1170.50 1158.00 1158.00 1161.00 - - - 3 18 1.26 4.5 10' 145' 4"
PE 0.01 52.00 1179.0 1166.0. 1.93 0.52 5 8.09 8.12. 75.7 42.9 65 18° STANDPIPE. 1167.00 1159.00 - - - - - 54 18 25 HD 3 % ° 66 FLOWSPLITTER 1170.50 1166.00 1166.00 - - 1167.50 1166.50 5 18 3.24 4.5' 10' 14.5 4"
55 18 120 HDPE 0.043 9.17/0 11.77.0 1166.0 1.82 0.52 5 8.09 7.66 31.8 1$.0
° 8 2 7 12 71 67 24" YARD INLET 1183.00 1179.00 - - - - - 56 18 35 HDPE 0.013 1.43 /0 1161.0 1160.5 6.26 0 5 5 8.09 9 3 6 68 24" YARD INLET 1181.00 1177.00 - - - - - 10 18 0.66 4.5' 10' 14.5' 4"
57 18 35 HDPE 0.013 8.57% 1146.0 1143.0 6.26 0.58 5 8.09 29.37 30.7 17.4 _ 69 18 ENDWALL - 1160.50 - - - - 12 18 1728 4.5 18' 22.5' 10"
58 18 130 HDPE 0.013 16.92% 1168.0 1.146.0 4.40 0.58 5 8.09 20.65 43.2 24.4 70 18° sTANDPIPE 1169.00 1161.00 - - - - - 24 18 3.85 4.5 10' 14,5' 4"
59 12 20 HDPE 0.013 2.50% 1168.5 1168.0 4.40 0.58 5 1.00 2.55 5.6 7.2 71 18" ENDWALL - 1143.00 - - - - -
0 72 24" YARD INLET 1149.00 1146.00 1146.00 - - - - 60 18 35 HDPE 0.013 51.43/0 1186.0 1168.0 4.40- 0.58 5 8.09 20.65 75.3 42.6 33 18 6.67 4.5 10' 14.5 4"
61 18 160 HDPE 0.013 2.81% 1190.5 1186.0 2.52 0.58 5 8.09 11.82 17.6 10.0 73 FLOWSPLITTER 1172.50 1168.00 1168.00 - - 1169.50 1168.50 ° 74 24" YARD INLET 1189.00 1186.00 1186.00 - - - - 40 18 10.88 4.5' 14' 18.5' 6" h~+~
62 18:140 HDPE. 0.013 0.36/0 1491.0 1190.5 1.04 0.58 5 8.09 4.74 6.3 3.6 75 24" YARD INLET 1193.00 1190.50 1190.50 - - - -
63 24 80 HDPE 0.013 10.63% 1154.5 1146.0 9.55 0.59 5 8.09 45.58 73.7 23.5 76 24 YARD INLET 1195.00 1191.00 - - - - - 51 18 9.25 4.5' 10' 14.5' 4" F~+~i
64 18 35 HDPE 0.013 20.00% 1162.0 1155.0 1.46 0.59 5 $.09 8.97 47.0 26.6 77 18" ENDWALL - 1146.00 - - - - - 53 16 &33 4.5' 10` 14.5' 4" ~~lj
65 12 50 HDPE 0.013 1.00% 1162.5 1162.0 1.46 0.59 5 1 AO 0.86 3.6 4.5 78 36" YARD INLET 1159.00 1154.50 1154.50 1154.50 1155.00 - - 56 16 9.02 45' 10' 145' 4"
4 PE 1 11 11 .5 9.55 0.59 5 8.09 45.58 50.6 16.1 79 FLOWSPLITI~R 1165.00 1162.00 - - - - 1162.50 66 2 50 HD 0 0 3 5.00% 57 0 54
80 18" STANDPIPE 1163.00 1157.00 - - - - - 67 24 90 HDPE 0.013 8.33% 1162.0 1154.5 7.63 0.59 5 8.09 36.42 65.3 20.8 - 1162.50x2 59 18 3.10 4.5' 10' 14.5' 4" j
81 FLOWSPLITTER 1167.50 1162.00 1162.00 - 61 18 0.19 4.5' 10' 14.5' 4"
68x2 12 115 HDPE 0.013 0.43% 1162.5 1162.0 3.90- 0.59 5 1.00 2.30 2.3 3.0 > 82 24" YARD INLET 1171.00 1166.50 1167.00 63 18 20.49 4.5' 22' 26.5' 12"
69 24 45 HDPE 0.013 10.00% 1166.5 1162.0 7.63 0.59 5 8.09 36.42 71.5 22.$ 81 24" YARD INLET 1179.00 1175.00 - - - - -
70 18 115 HDPE 0.013 6.96% 1475.0 1467.0 2.92 0.59 5 8.09 13.94 27.7 45.7 69 18 29.37 4.5' 22' 265' 12"
71 18 29.37 4.5' 22' 26.5' 12" i~
HED L v
g SET TOP OF ROOTBALL 1I3 THE HEIGHT N MAX.1 DROP FROM OF ROOTBALL ABOVE ADJACENT 77 24 45.58 6.0' 26' 32.0' 12" ~
N ADJACENT PAVEMENT OR PLANTING SOIL etch C7
a Slope ~ CURB MULCH AS SPECIFIED SET TOP OF ROOTBALL 113 THE HEIGHT ~ Q
tktch # Bottom Width Side Slope Min. De #h ft) ('P) flow Shear Stress (Ibslsgft) Stabilization Required 1" OVER ROOTBALL .KEEP on p ( ~ OF ROOTBALL ABOVE ADJACENT N z z
3 1 0 2 to 1 1 0 0.41 1.02 HAY MULCH 2"-3" AWAY FROM TRUNK. ~ 004 PLANTING SOIL ~ ~ ~
2 0 2 to 1 1 0.040 0.82 2.05 NAG SC250 MAX.1"DROP FROM MULCH AS SPECIFIED ~
z BIORETENTION CELL PLANTING MEDIA PER w 3 0.5 2 to 1 1 0.180 0.31 3.48 NAG P550 ADJACENT PAVEMENT OR (1" OVER ROOTBALL). KEEP a ~ o
~ 4 0 2 to 1 1 0.180 0.60 3.23 NAG P550 SPECIFICATIONS c~ CURB MULCH 2"-3" AWAY FROM TRUNK. q Q ~
~ 5 0.5 2 to 1 1 0.180 0.27 3.03 NAG C350 ~
a 6 0 2 to 1 1 0.140 0.38 3.32 May PER P BIORETENTION CELL PLANTING MEDIA PER w SPECiFiCATIONS ~
~ 7 0.5 ~ fa't 1 O. T30 Q,44 3.57 NAG P550 FINISH GRADE LANS
~ 8 0 2 to 1 1 0.010 0.48 0.30 HAY 9 0 2 to 1 1 0.130 0.45 3.65 NAG P550 W O F" N ~ ~ ~ N
10 0 2 to 1 1 .2 NAG P5 0 0.050 0.48 3 3 5 - FINISH GRADE PER PLANS ~ ~ Q
a 11 0 2 to 1 1 .0..050 0..24 0.75 HAY ;
E ~ 12 0 2 to 1 1 0.130 0.27 Z.19 NAG SC250 - _ ; -
~ 13 1 2 to 1 1 0.100 0.64 3.99 NAG P550 ' ° • • • .
14 2 1 1 .1 NAGSC250 - • ~ 0 to 0 00 0.43 2 68
~ 15 0 2to1 1 0.050 0.30 0.94 HAY •`:r~"••
~ 6 0 2 to 1 1 0.080 0.53 3.23 G 550 . ; 1 NA P ~ . - - - v
17 0 2 to 1 1 0.080 0.35 1.75 NAG SC250 E ~ ~ ~ PE qR 9
0 18 0 2 to 1 1 QA70 0.21 0.92 HAY y ri* Z ~ 1261 ~ ~ G112 ~
~ 19 0 2 to 1 1 0.120 0.24 1.80 NAG SC250 - - - - v 20 0 2 to 1 1 0.120 0.36 2.70 NAG SC250 ~ Y~ o ~ Y yi
21 0.5 Z fo t t 6.180 0.30 .3.37... NAG P550
a 22 0 2 to 1 1 0.180 0.59 3.23 NAG P550 J ~ ~asFnESicnoR°J~~
NOTES: o°, 23 0 2 to 1 1 0.180 0.10 1.12 HAY 1. ALL AREAS BETWEEN SHRUBS TO RELIEVE MULCH PER SPECS. NOTIbS;
1 I'1FT~I1 ~PPI IGC T(1 AAOTFRI~I R PI ONTFr1 DT 1R" (1 (1R f FCC l~~ s+--- . 1 / a _ /1
0 24 0 2 to 1 1 0.180 0.13 1.46 HAY 2. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING BEDS/PITS PRIOR TO 2. CONTRACTOR SHALL ENSURE PERCOLATION OF ALL PLANTING BEDS/PITS
0 25 0 2 to 1 1.5 0,040 1.03 2.57 NAG SC250 INSTALLATION. Z±~~ ZPRIOR TO INSTALLATION.
26 0 2 to 1 1 0.040 0.47 1.17 HAY a DESIGNED BY. ME SHEET NUMBER :
co 27 1.5 2 to 1 1 0.140 0.43 3.76 NAG P550 0 DRAWN BY: MF D4
28 0 2 to 1 1 0.180 0.35 3.23 NAG P550 U(4.1 P LAN TA
v 4.2 GROUND COVER PLANTING DETAIL APPROVED BY. M ~f
DWQ COMMENT lj a DWQ COMMENT 1j
Copyright 0 2009 Melrose Design Group, P.A.

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ONE-CALL CENTER ~ ~ - ~ . ` ` : , : ` ~ . 1 . , r. ~ \ i ~ ~ . ~ ~ v _ t { ,1 - ~ r r \ 1 . y V ';I _ ~ ~ ~ ~ A nu - ~ l ~ ~ ~ i DeVt~ [
~ P , 1 ~ i 1 ~ ~ a ~ A °i ~ i` ~ ! V` ~ ~ A I` 1 1 ~r i - - ~ v - - - / - 1 ` \ ~ ~ ~ ~ ~ ~ ,~~t ~ ~ ~ ~ nshire Land Development, LL ~ ~ ~ ~ ` ~ ~ , ~ ~ ~ Post Office Box 30
• , ~ l ~ ~ , _ ~ ~ i Rutherfordton, NC 28139
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