20061121 Ver 1_Site Plan_20070519

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FUTURE ,T~R1~1 -CAla E~ ~ _ ~ I TICINITY MAP V D ~
~`o~' ~ ~ ~ ~ STONE WALL SIGN_ ~ ~ 1 I AND S,U~EWALK TO BE ~ ~ \ ~ ~ N.T.S. z Z c .
' ; AND PLANTER _ - ~ 1 ~ ~ ~ _ ~ CONSTRUCTED pU~RING i - ~ , \ ~ J i ~ ~ l ; ~ o ~ % ~ ~ j ~ GENERAL NOTES: + ui Q
g ! EXI$ ING SANI~JiR.Y - ~ ~ . ~ ~C7~ISTRUCTIO.P4 OF ` ~ ~ ~ E T ~q, Q J
~'I / SEW 1~''M OLE ~ FIRST BUIL~A(NG ON SITS ~ \ ~ F ~ GN ~ I ~ ~ ~ ~ i ~ / / o i/~ 1. BOUNDARY INFORMATION SHOWN TAKEN FROM P ROM PLAT BY RSH cy)
TOP LEV = 34.87' ~ ~ ~ ~ \ ~ o , ' ~ ~ / ~ , ~ o~ / , ~ ~ / LAND SURVEYORS, RECORDED IN P.B. 118 PG.132. .7.132. CA)
\ \ \ o I \ 0 1 ~ ( ~1 ~1 / ono o, o/o 0 0 ~ 0 ~ ~ 2. TOPOGRAPHIC INFORMATION SHOWN TAKEN FRO / ~ ` ` 1 / / / o ~ Q ~ ~ SURVEY BY DAVIS-MARTIN POWELL & ASSOCIATES Q o ~.n J FROM TOPOGRAPHIC a ~p co
~ \ - \ / DI~TSJRBED ~ \ I % ~ ~ ~ ~ MATES, INC. o N - 1:
AREA=~4.~877f AG\ ~ I r. 4 o
l I ` \ ~ o ~ \ \ \ \ \ ~ / ~ 1 \ ~ ~ l ~ I I o l~ ~ 3. CURRENT ZONING: GO-M (CU-PDL). ~C N V ZV %0 0~0 Z
1 1 J 00 00
:~VEW - T 2 ~ ~ . ~ ~ ~ w 849. ~ ~ L _ _ ~ , 5 70 ~ Q ~ '1 ' ( ~ ~ / o / ~ ' / ~ ' 4. CURRENT LAND USE: VACANT _.....I a_ ~ a. 0 Z %0 E
W J - .o to Oo ~v CL
cv I i I~ ~ ~ \ ~ o ry ~ ~~g,~,-,TO LEFT ~ ~ ~ ~ / ~ o / / / ~ 5. TOTAL AREA = 11.004 ACRES ~ % ~ o /
1 i . '~~'~3 f A-E'1~E l ~ o ~ WM .171 ~ 'A CR S , ; ~ ~ ~ ~ I / ~ o ~ / ~ 6. DEED REF.: D.B. 4392, PG. 876 ©
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I ~ - ~ S E `,1 ~ / ~ ~ ~ / / o~ / / I 7. TAX MAP REF.: 473-1-1 / / / / o~ / ~ / 1
r I / a~/ ' ~ ~ i V I ~ 6;4CKWgTER ~ \ Imo"' % Z
~ ~ 8~~ 2~ ~Q• i ~ ~ ~ ' 1 ~ ~ 8sr6 VA VE F~EQ' ~ \ \ I a I ~ ~ ~ ~ o / ~ ~ ' ~ 8. COMMON SIGNAGE WILL BE REQUIRED FOR THIS THIS DEVELOPMENT
~ 1.9 ~ A RES ~ o , ~ \ \ EAN? I ~ (~l o ~ _ RIB i -,~~CIST. SSM 5 _ EA~H S RVI E ~ ~ ~ / / / ~ ~ ~ AND IN ACCORDANCE WITH JAMES LANDING DEVEL ~ i .o/ o ° ~ I FORTH IN THE CONDITIONAL USE PERMIT. DEVELOPMENT AS SET
RIM 842.0 _ _ - - ~ BLD~. , 1. I
/STR I \ o j I~'/, BUFFS ~r ~ 1 ~ ~ ~ -o- - . - - I i ~ ~ 9. ENTIRE PROJECT IS WITHIN THE CITY OF HIGH P l I GH POINT CORPORATE
8~ - - h ~,1 ~ _ ~ j \ - G.O. ~ 1 C.O. i / ~ ~ - ~ LIMITS. i~
1 j YRIM~$41.26`.. I ~ I, o ~ ~ CEl,t~. N0.1 ! ~ l I~ 1
o~SURFA~:E ELE~d 836 ~ ~ ~ / ~ 10. ALL WATER AND SEWER APPURTENANCES WILL WILL BE INSTALLED IN
S S ~ - S S 1 J ~ % ~ ~ ~ ' / ~ / ~ ~ I l ACCORDANCE WITH THE CITY OF HIGH POINT STAN 3 / / ~ ~ / ~ ~ ~ ~ 11. PROPERTY IS LOCATED WITHIN THE HIGH POINT STANDARDS
j ' \ ~ \o o ~ - S S 8! - - ~ 1 ~ EXISfi. SS #3 / POINT LAKE GENERAL
- ~ ~ ~ s RIMS 8521 ~ / ~ ~ ~ ~ ~ ~ ~ I WATERSHED AREA AND DRAINS TO THE JAMES LA ~ ~ / ~ ° ~ / ~ ' ~ I STORM WATER DETENTION POND. Q _S LANDING REGIONAL
_ ` _ ~z~, ~ ~ ;1 , ~ o _1~:,i ~ - - - ~ ~ ~ ~ \ IN~ 833.50
~ ~s i ;
~ ° 12. THIS PROPERTY MAY BE SUBJECT TO ANY EAS IY EASEMENTS AND/OR Lo o °w a
~~~Y '35S ~o o ~ ~ ~l ~ I I I RIGHTS-OF-WAY OF RECORD. TII~~ ~ N J J O Z w
i ~ ° o z
I > 8 ` ~ 15' ELEO~TRIC ' ~o o I ~ ~ ~ ~ o c o o II I~ ~ ~ ~ ~ ~ I I 13. NO N.C.G.S. OR U.S.G.S. MONUMENTS COULD B / / ~ o / ~ ° o l ~ S WITHIN 2000'. ULD BE LOCATED cn a
I o~'`~ UTILITY ~p \ ,Q ~ ' ~ I- W W
~ /l ~l ~l ~ t ~ ° 1 / ~ it ~ W Z a4 W W
0 F- to Q W Q tY
~ 0 0 33.76 ~ \ / ~ / RElOG1~1TE T~EMP~. j I ~ o / / / / I CL o o o u w w
~ . L.F. ~ EXI T. LOaE ~ -1 ° ~ / /
Z~~ 350' ~~od ` ~ ~o 0 0 .o IN~ 8250° o / SANVI'ARY ~RaIN~ ° ~ 'Z / / o LEGEND, m
~..L.J ~ ~ SET q ~ o ~ ~ ~ o Q ` ~ ~ \ ~ / i-_•----~ ~ \ NSW ~T 4 ~ ~ o I ~ 4~ I I _ PROPOSED CURB AND ~ / / ~ 1~ I I - PROPOSED CENTERLINE
0 AND GUTTER
Q, ~ o ~ ~ `o~ 10 1Fa- RLINE OF ROAD z
j ~ ~ / ~ SE ~~0' ~ \ \ I I - - - - LANDSCAPE BUFFER ER
~,,J ~ ~ 1 ~ / s / ~ ~ay '~Ck ~ - - MINIMUM BUILD LINE NE a.
~ ~ - ` ~ ~ 4. 3~f CIS S ; ~ ~ ~ ~ ~ ~ ~ / ~ ' / o o I 1 - - - - - - - EXISTING EASEMENT ~T
W 0
O ~ / ~ \ ~ / o 81 CELL NO 2~~ I ~ PROPERTY LINE
~ O. / ~ ~ ~ ~ ~o ~ 36.00 / / SURFACE ELEV 8~i0 ~ I I EXISTING WATER
' . J ~ O 0-RE NO~I o o ~ ~ `~s ! INV 832.97, ~ o ~ q / / ~ ~ I ~ I I = EXISTING CURB AND GU VD GUTTER W
W I I \O \ \ p SURFAC 830 ~ / / / i/ / I I EXISTING CONTOUR Q ~ o
3 f 1 QO: O o ` ` ~ ~ ~ ~ ~ ~ ~
1 ~e~~ ~ d \ ~ I I I R/W RIGHT-OF-WAY W 't Lo %o
\ p \ / o ~ ~ i ~ I I I I.P.S. #4 REBAR SET
, ~ ~ ~ WM
.o o ~ \ A ° / I ~ I ~ WATER METER
~ ° ~ 0 ~,ao' J
o o ' . ~ o. . ~o ; /c \ ~ ~ ; o ,o~ ~ ~ LIMITS OF ~ ~ I I TSD TEMP. SLOPE DRAIN klN
\ I o ' o \ o ; / ~ ~ DISTURBANCE ~
~ ` o, \ ~ ~ i d
o ~ ~ ~ o/ ; ~ / ( ~ 1 SO STONE OUTLET
. ~ ~ ~o~ ~ ~ Q
\ ~ o~
0 0 ~ ~ ~ ~ ~ ~ c~~a~~ o 1
o ) ` \ \ ~ ~ ~ ~ / ~
~ ~ ~ ~ ~ / ~ ' I PERENNIAL ST ~ ~ MAY 1 f~ Z~q7 I HIGH DENSITY DEV ~ ~ rv~r kL STREAM E-4 DEVELOPMENT z
o r ~ ~ \ \ \ \ ~F I ~ ~ ~ ~ y~~ ~,~~~~~1 I STREAM B U F ILLUSTRATI %b I NOT TO SCALE
x \ \ \ \ ~\~,9 BUFFER U FRATION
~ 0/ `V 8!0 E~TENTI~ o ~ o / )SCALE a W 0
E ~ 1 \ \ \ \ ~ \ • ~~~5 o ~ \ \ ~ \ cep I I O Gam,
LAID I~SE:~~, R ES~I D El~l`~I A L'~ ~ I ZONE t
~ I M AN UNDISTURBED AREA OF REA OF VEGETATION Q+
\ ~ ~ ~ 3 ' ~ ~ \ , `SURFACES V~832 ~ , ' % / / I EXTENDING A MINIMUM OF 3 ~ I I THE TOP OF BANK OR MEA GRAPHIC SCALE I LEVEL OF OTHER WATER B0 / 50 25 0 50 100 H JM OF 30 FEET FROM OR MEAN HIGH WATER
o \ \ \ GRAPH/C SCALE ~ TER BODIES. a O E-4 Z x
N ~ ` \ \ 40 20 0 40 80 \ ~ ~ ,
\ ~ ~ ~ \ TOP OF BAN CENTERLINE OF BANK 0 0
~ \ ` ~ 7 " = 40 FEET , 1 " = 50 FEETBUFFER OF STREAM STREAM RI VEGETATIVE E-+ a BUFFER W E-+
~ ~ ~ \ \
E-4 Z w O r-+
c~ v ;i , 'VG/NEER'S CER TlFICA T/ON OF RUNOFF CONTROL : y % ~ ;
i
o PR/VA TE WA TER, SEWER AND STORM SYSTEMS WATER QUALITY DEVICE 11 All on-site utilities shall be constructed to the City of High Point standards. ~E MAINTENANCE AGREEMENT tiVATERSHED DATA: ENG/N IS RESPONSIBLE AND REQUIRED TO 1. TOTAL AREA = 11.004 ACRES l certi SIGNATED AS "OPEN SPACE", WHICH 2. PROPERTY IS LOCATED WITHIN THE HIGH POINT LAKE GENERAL the Ci PERMANENT WATER QUALITY DEVICE WATERSHED AREA AND DRAINS TO THE JAMES LANDING REGIONAL Quolity
certif that this plan will control runoff in compliance with ~ y, ~ ~ ' ' I Y ,
~ However, all utilities not located within a public easement or public right-of- THE OWNERS ASSOCIATION IS RE way sha// be private with maintenance to the water, sewer and storm MAINTAIN THOSE AREAS DESIGNA o systems provided by the owners association or property owner(s~. INCLUDES THE COMPLETED PERM > (JAMES LANDING REGIONAL POND ADEQUATE ORA/NAGS FOR BUILDING PADS GOVERNMENTAL OFFICE HAVING J Q All new construction sites shall provide adequate drainage from the bui/ding PROTECTION. IN THE EVENT THE
e City of High Point Storm water Guidelines for Water ' ' ' ~ W
iality and Flood Con tro% and that the runoff control ~ ; , , ,
POND) AS DIRECTED BY THE STORM WATER DETENTION POND. meosur SING JURISDICTION FOR WATERSHED ensures shown on this plan meet or exceed the guide- y ~ j ;,i ~
T THE OWNER'S ASSOCIATION SHOULD 3. DISTURBED AREA = 7.541 f ACRES. lines o 0 EXIST, THEN ALL OF THE OWNERS PERCENTAGE DISTURBED = 68.5 'es of same tormwater Guidelines and F/nod Cohtro% BEFORE YOU DIG ! y 20'x; 30 ~ f ~
foundation. For residential construction the grade shall slope a minimum BE DISSOLVED OR CEASE TO EXIS % CALL 1-800-632-4949 i i .~~~u~~• r" ; i ~ 5
M of 6 inches within the first 70 feet from the foundation as referenced in OF RECORD SHALL BE JOINTLY A ~ NC State Building Cade. Adequate drainage shall also be provided for new AND ALL COSTS ATTENDANT THE commercial construction in compliance with the NC State Building Code TLY AND SEVERALLY LIABLE FOR ANY N.C. ONE-CALL CENTER 50~ ~ 50' ~ CAR ~ IT'S THE LAW ! B~IFFER i BU ~ ~~~~,~Q`~ ~ E,S S/p~` BUFFER ~ ' i 30' so' ~r,'BUF ER BUFFERS.
T THERETO. 4. AVERAGE SCOPE = 6.0~ 30 ~ 20
5. IMPERVIOUS AREA = 3.7001 ACRES S/G A nrnnr~~r~nr i~~nrn~iiniic - zz c~of I ~ 'G A TURE.• ATE.• = ~~SEAL~` ~ ' y J ' ~ ' i = ~ y i
yW REPLACEMENT OF SIDEWALKS AND CURB & GUTTER t''tl"'~l..t.IV I HhC IIVIt'"CR VIVUJ = JJ.UL~o r SHEET NO.
~ 1. Any unused curb openings/driveways wi// be closed with standard curb
and gutter on curb and gutter streets. On ribbon paved streets the u /b OWNER CONTACT %C'y p l NE ~cv~••' BARRY SIEGAL AND 'Y//''•~~~ES E pO~•~o'~ WILLARD TUCKER 4 ~
driveway and any pipe shall be removed. ''~•n,...~~••• PO BOX 8306 N IE
w 2 Damage to existing sidewalk shall be repaired to meet current City GREENSBORO, NC 27419 UNDISTURBED AREA OF VELETA AT THE OUTER EDGE OF ZONE VEGETATION BEGINNING ?F ZONE 1 AND EXTENDING
Q sidewo/k standords. z PHONE: [phone] LANDWARD A MINIMUM OF 20 FFAX: 336-632-0207 MUST BE APPROVED BY THE W COMMITTEE (WRC) PER SEC. 9- OF 20 FEET. EXCEPTIONS
c~ z DUMPSTER Y THE WATERSHED REVIEW SEC. 9-7--6(d)(3)b.
OF
Cr I. Garbage collection will be by dumpster located within the property. 0

,r~rrrrrrt~~
. YARD INLET DOWN TO GRASS SOD i • Q LLJ•
THROAT=837.00 GRASS SOD 3" MULCH ELEV 837.00 • 0 ~ 0 *d 0
DOWN TO ELEV 837.00 TOP OF CLEAN-OUT
\ t'-d" . CH MAX. PONDED
~ TO BE 1" ABOVE TOP LAYER CH OF MULCH (TYPICAL) WATER DEPTH 837.50
1= `3' 7 I~~_~ (12 INCHES 837.00
1~~ ~_1 I-- I I_ I ~ J I 1-_~ I J`~
Dc~ ~ { ~ I~-~I I jI 'IL 'II, II
~ 1 I i ~~YIIG ~IIIIi ~~~Y~IIi ~~1EII1--~I III~II - ~~~1~/// ~~~~U/ ~N~NI~ ~~~I/I/ TOP MULCH= 836.00 BOTTOM MULCH= 835.75
_ _ PLANTING S01 TING SOIL 12' t~ Z
844 (SEE RQMTS RQMTS i7
8 ~ ~ ~ , _ ~ BELOW) 1 LAYER FILTER ~I) 3'-0" MIN, - Z Z ~ Z
FABRIC OVERCLEAN-OUT
^J - g40 . , , , STONE C!~ uj Q uj J uJ
~ W Z (L
INV 831.90 INV 832.07 10" #57 STONE
o D
- - _ _ __3~~ ~ ~ , IN-V_, 8 2.30 'j Z Z cn
i ; ~ INV 832.25 PERFORATED PIPE C..~ Lu Q ~ J
-35,, , 35',,, ~ ' IN 5 . ~ 35 LF - 6" SCH 40 PERFORATED 35 LF - 6" SCH 40 PERF 400 PERFORATED C ~C~J "
DRAIN PIPE O 0.509: ORAIN PIPE ~ 0.50 C/)
INV 1.95, INV 8 2.07 / -r W/ FILTER SOCK (SEE DETAIL) W/ FILTER SOCK (SEE DE BIORETENgION AREA ;SEE DETAIL) ~ J~ ~ a l C!3
\O+ / 35~ , s ~ ~ ~oo~ - aoc Q a Ln 00 a %0 co
I ~~f._. ~ + 7.50 , - ' +8 ~ D ~ ~ oOOOo
IN .90 i 0 ~p tV co
- - - - _ - _ ALL UNDERDRAIN PIPE IS 6 SCH 40 PERFORATED DRAIN PIPE W/ A a SAN SECTION A -A~ Z U ~O U J ,Q Z %0 co z
. ~~G ~o FILTER SOCK (360' 6~~ N. T. S. #57 STONE I J co co CL 00
~ ~ +837 AROUND PIPE B SLOPE S00 GROUND /
FILTER SOCK CAD 0.5~ SLOPE YARD INLET N W j •o 10 CL 3:
UNLESS OTHERWISE NOTED cRass soo T AT=837.00 GOWN TO MAX. PONDED 3:1 SLOPE ELEV. 837.00 WATER DEPTH Lc) x
(12 INCHES) 3" MULCH LAYER COVER (TYP.) D Q - •o = ILL
I~ 3 837.00 PLACED LEVEL 2 837.50 aO~~~~~ 0~ 00 a...
i - - ~ ~ ~aFFr 1
0 /O _IAIV$31.70 _ . . _ _ ~ 'J - _ , . J J I I I V Y J `W/ J J
- O 1 Z IY~I Id~ V `~~Y~Ii ~N~tI/h ~ti'~ ~ ~~PLANTING SOIL ~Jti'~ ~~Vp//T~ TOP MULCH = 836.00 X ~
~,,r i _ ~--BOTTOM MULCH a 835.75
I 8" 2'-0" 8"
RIPRAP-- QUTLET ~ . ~ ~o~cnoN - - BIO-RETENTION 3'-0" - Q
_ MIN. 3'-4" i~
CELL N0.1 zz-- .-2x ~2x CONCRETE COVER 1
40 LF 12" SCH SURfi ACE ELEV 836 WITH STD MH
40 SOLID DRAIN S g 40 LF - 12" HDPE 10" X57 STONE RING & COVER i 8„X8„ ~ NOTES: ~ AT EA 8"X8" BRICK PIER AT EACH CORNER
PIPE ~ 0.59a _ BRICK MASONRY CAN BE COMMON - TWO CLAY BRICK, JUMBO BRICK, OR ' TWO COURSES HIGH Q
SLOPS _ SOLID DRAIN PIPE CONCRETE BRICK. _ C -1 C-
O 0.59 INV 831.90 ~
! GRAPH/C SCAL E ALL MORTAR JOINTS ARE TO BE L -
` 20 10 0 20 10 ~F 6" SCH 40 PERFORATED 40 DRAIN PIPE (TYP.) W/ FILTER ON o 0 c Lu Q N J J I- Z Ky 0
SOCK (SEE DETAIL) DEDUCTIONS FOR ONE PIPE UJ Lo z
1 " = 20 FEET iNV 831.70 38' PIPE SIZE C.M. R.C. C L z
BIORETENTION AREA 12" 0.020 0.032 ~ Q I- W 0 W
W Z Z ~C W W
Tl D A T 1~T ~i ~ L~ T7 T ~i 1~T SECTION B f B-B 15" 0.031 0.047 ~ W 2 3r. V J > w. 1 t -
~ ~o ~ ~.v~r~r ~ ~.vo~ ~ i ~ a w ~ z u LL
1lILHl 1 V .~1 la'L' t" L~-i1 V N. T. S. J. 0.. O D O U !n (n
~ m
BlD-RETEN Tl0/V CELL ~ w QUANTITIES ° '
PLANTING SOIL REQUIREMENTS BASE (C. Y.) H (PER FT. HEIGHT) PIERS (C. Y. EACH) CLASS "B" CONC.
0.296 0.330 o.oos S E C TI O N A- A
7 20' 50~ SAND Z O
209' LEAF MULCH F- ° a
30q TOPSOIL STANDARD 3'-4"X 3'-4" BRICK v
THROATED on FOUR SIDES w
SOIL TEXTURE AND STRUCTURE MASONRY YARD INLET 0
PLANTING SOILS FOR Bl0-RETENTION AREAS ARE TO HA I/E A SANDY LOAM, M, nas~cnar/vo~ecnvE ww~~ a+Eacusr
SAND, OR LOAM TEX rURE. THESE SOILS HA I/E A MAXIMUM CLAY CON TENT OF
109 (SOILS Wl TH /NEIL TRA TION RA TES GREA TER THAN 0.5 /N/HR ARE l T OF ~NSPEC110N ITEM CORRECTIVE CORRECTIVE MAINTENANCE ACTIVITIES MAINT. NEEDED? Li
SUITABLE FOR Bl0-RETENT/ON~. SANDY LOAM, LOAMY SAND, AND LOAM (YES/NO) Q
• RESPONS/B/L/ T Y TO MAIN TA/N PERMANEN T SOILS HA t/E MINIMUM /NEIL TRA TION RA TES RANG/NG FROM 0.52 TO 2.41 ORAMIAGE AREA TO BIORE7EN110N AREA B1tP 0
IN/HR. SEE PLANT/NG SOIL REQUIREMENTS ABOI/E. PAVED AREAS CLEAR OF DEBRIS AND INCREASE THE FREQUENCY OF PAVED LOOSE SEDIMENTY AREA SWEEPING; CHEgC TO ENSURE ALL ~W - N W) 4 In ~O
RUNOFF CON rROL STRUCTURES STA TEMEN T.• AREAS ARE BEING SWEPT
The Owner shall be responsible for maintaining t`h e ANY AREAS WHERE BARE EARTH IS RESEED AREAS; TAKE TEMPORARY
soic Acioirr EXPOSED OR SCARCE GRASS COVER? MEASURES TO PREVENT EROSION UNTIL VEGETATION IS REESTABLISHED
comp/eted permanent runoff control structure os directed THE DES/RED SOIL PH WOULD L/E BETWEEN 5.5 AND 6.5. THE SO/L AC/DITY TTY AREA FREE OF CLIPPINGS FROM BAC AND REMOVE CLIPPINGS TO
by the governmental office having Jurisdiction for AFFECTS THE ABIL/TY OF THE SO/L TO ABSORB AND DESORB NUTRIENTS, MOWING AND PRUNING4 PREVENT 1HEM FROIA ENTERING 810RETENTION CELL
watershed protection. This responsibility a,~plies to AND ALSO AFFECTS THE MICROS/OLOGICAL ACTMTY IN THE SOIL. INLETS CLEAR OF DEBIRS? CLEAR DEBRIS TO PRESERVE CAPACITY
ol/ future property owners as wel% OVERALL BID-iiETE11110N AREA
SO/L TESTING ACCUMULATED TRASH IN REMOVE TRASH; IDENTIFY SOURCES
THE PLANTING SO/L MUST BE TESTED PRIOR TO /NSTALLA TION FOR PH BIORETENTION AREA? AND TAKE NECESSARY ACTIONS TO PREVENT 1RASH FROM ENTERING SYSTEM
SEQUENCE OF CONSTRUCT/ON ORGANIC MATTER, AND OTHER CHEMICAL CONST/TUENTS. THE SOIL TO OBSERVE THE DRAW DOWN TIME OF CLEAN-OUT UNDER DRAIN SYSTEM; r--a
1. BUILDINGS TO BE COMPLETED PRIOR TO CLEANING AND FINAL MEET THE FOLLOWING CRl TER/A (LANDSCAPE CONTRACTORS THE CELL. IS THE DRAW DOWN REMOVE AND REPLACE MULCH AND TOP
CONSTRUCTION OF Bi0-CELL. 2. CONTRACTOR TO REMOVE GRASS IN SOD FORM WHICH IS TO BE ASSOCIA TION, 1986: EXCEEDING SIGN DRAW DOWN FEW INCHES OF PLANTING SOIL OR TIME 72 HWRS? AERATE SOIL: If APPROPRIATE DRAW
REUSED TO STABILIZE DISTURBED AREAS. PH RANGE.• 5.5 - 6.5 DOWN TIME CANNOT BE RESTORED ENTIRE FILTER MAY NEED REPLACING;
3. CONSTRUCT BIO-CELL PER PLAN. ORGAN/C MA TTER.• 1.5 - 3.09 MAGNESIUM (Mg): 35LBS /ACRE CONSULT WITH STORM WATER SERVICES; (SEE MAINiENANCE/INSPECTION
4. SOD ALL AREAS TO BE GRASSED WITH SOD REMOVED PRIOR TO DOCUMENT FOR MORE DE?AILS)
CONSTRUCTION. PHOSPHORUS (P2 G~).• 100LBS./ACRE PgE1REA7MENT
S. ONCE BIO-CELL IS COMPLETED, NOTIFY ENGINEER FOR ~ INSPECTION. POTASSIUM (K20): 85LBS./ACRE SEDII~NT BUILD-UP IN ENERGY REMOVE SEDIMENT BUILD-UP; IF DISSIPATER? ROCKS WASHED AWAY? VOIDS ARE FULL OF SEDIMENT, REMOVE,
o SOLUBLE SAL TS.• NOT TO EXCEED 500 PPM RINSE AND PLACE BACK; IF GRAVEL IS CONTINUALLY WASHED DOWNSTREAM,
N NOTES REPLACE MATH LARGER SIZE ROCK/GRAVEL ~ x H
1. ALL EXISTING UTILITY LOCATIONS WERE TAKEN FROM AVAILABLE SOIL PLACEMENT SEDIMENT BUILD-UP OR BLOgCAGE REMOVE SEDIMENT BUILD-UP WHEN IT ~WTENANCE SCHEDULE FOR BID-RE"1'ENTION AREAS:
o RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR SHALL PLACEMENT OF SOIL IN BlO-RETENTION AREA SHOULD BE /N LIFTS OF IN SEDIMENTATION/OIVERSION EXCEEDS THE DESIGN LEVEL (12 CHAMBER4 INCHES IAAX.); REMOVE ALL DEBRIS N W E-~ x
~ VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO 1-2 FEET AND L/GHTL Y COMPACTED. MlN/MAL COMPACTION THE CHAMBER TO PREVENT BLOCKAGE DESCRIPTION METHOD FREQUENCY TIME of nie ounETs TIME OF YEAR z
~ BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED DURING T CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO EFFORT CAN BE APPLIED TO THE SOIL BY TAMP/NG WIrH A BUCKET EROSION OR BARE AREAS ON RESEED OR RES00 IMMEDIATELY TO O o
~ ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL NOTIFY FROM A DOZER OR BACKHOE. VEGETATIVE STRIP/CHANNEL? PREVENT EXCESS SEDIMENT FROM ENTERING CELL /NSPECT AND REPA/R y,~,q~ WHENEVER NEEDED A PLANTINGS EROSION a
ENGINEER IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY MONJHL Y O ~ Q z x
UNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM THE MUL CH LA YER ANY PLANTING DEAD, DISEASED, N01 REMOVE AND REPLACE -MAY NEED G~+/~NIC U YFR
PLANS. THE MULCH LAYER SER I/ES TO PREVENT EROSION AND TO PROTECT THE ESTABLISHING? TO CHANGE PLANT SPECIES IF UNABLE REMULCH ANY 1~/D AREAS BY HAND WNENEI~ER NEEDED WN£A TO ESTABLISH -MAY NEED TO TEST SOIL WHENEVER NEEDED
0 SOIL FROM EXCESS/l~E DRY/NG. B/O-RETENTION AREAS ARE TO BE MULCHED ~ED NEEDING ANO PRUNING WEED AND PRUNE AS NECESSARY TO R£MOVL~ PRENOUS A/ULCN pNCE Eb£RY TWIG ~4
°7 2. PLANTING SOIL MATERIAL AND UNDERDRAIN SYSTEM IS NOT TO BE PLACED UNTIL SITE HAS BEEN COMPLETELY STABILIZED AND ONCE TREES AND SHRUBS HA 1/E BEEN PLANTED. MULCH TO BE HARDWOOD NECESSARY4 ENHANCE THE AESTHETICS OF THE LAYER BEFQ4E APPL riNG NEW By HAND 1NR£E YEARS OD BID-RETENTION CELL LAYER (OPT/ONAL~ SPRING F-4
PAVED AREAS DRAINING TO THE CELL ARE FLUSHED TO REMOVE AGED 12 MONTHS MINIMUM. MUL CH TO BE FREE OF WEEDS, SDIL RDOTS, ANY ADD/AANAL MULCH MULCH LAYER A~~ BY HAND ONCE A YEAR W
LOOSE SEDIMENT. 0 OR ANY OTHER SUBSTANCE NOT CONSIST/NG OF EITHER BRANCE WDOD, SPRING 04
OR BARK. MULCH TO BE SPREAD APPROXIMA TEL Y 3 /NCHES IN DEPTH, ADEQUATE MULCH COVER? EVENLY REPLACE MULCH KHEN THE THICKNESS SPREAD OVER FITTER BED? DIMINISHES DUE TO DECAY; MAKE O W
3. OWNER IS RESPONSIBLE FOR MAINTAINING BIO-RETENTION AREA BUT NO MORE THAN 3 /NCHES DEEP. SURE 1HE MULCH IS SPREAD EVENLY REMOVE AND REPLACEMENT ACCORDING TO LANDSCAPING PLAN QF ALL DEAD AND D/S£ASED SE£ PLANT/NC J/13 .7/13 TO 41JO AND w
~ PER THE APPROVED MAINTENANCE PLAN AND AS DIRECTED BY PLANTING Sql bEGETATIAN CQNS/DER£D SPEC/FlCA7/ON 10 BEYOND IJPEA 1MIENT 10/1 TO 11/30 a
m NCDENR, BIO-RETENTION CELL MUST BE COMPLETELY FINISHED NO TES.• TEST PH OF SOIL (ANNUALLI~ TEST PH SOiI TO ENSURE HEALTHY TRfAT ALL D/SEAS£D 714EES M£CHAN/CAL OR VAR/ES, BUT WI PLANTINGS AND SHRUBS BY HAND NSA OR DlS£A TEST TOXICITY OF SaL (EVERY FlVE TEST TOXICITY OF SOIL TO ENSURE THE S, BUT WIU DEPEND ON INSECT
N BEFORE CERTIFICATE OF COMPLIANCE IS GRANTED FOR THE BUILDINGS. 1. THE CITY OF HIGH POINT & THEIR ASSIGNS HA I/E THE R/GHT TO ACCESS OR DISEASE INFESTATION
THE STORMWA TER CONTROL(S~ FOR INSPECTIONS & MAINTAINENCE, AS YEARS) BID-RETENTION CELL REMAINS EFFECTIVE WATER OF PLANT MATER/AL
a NECESSARY. ANO PLANTINGS WILL SURVIVE SHALL TAKE PLACE AT ENO OF /MM£D/ATELY Af7ER £AG4 DAY FpP 14 BY NAND COMPLETION 0~' PRO„l~CT N/A
rn N 2. THE ENGINEER'S CERT/FICA TION OF COMPLETIQN W/LL BE REQUIRED PRIOR q~~T CANSECUAI~£ DAYS AND AFTER PLANANC HAS B££N COAIPLfT£D
f M ~ Tn F/lVd/ P/ d T nE? /`~l?T/~l/'d TF' n~ /1~'/'//DdA/r'Y TiU~ CTn,4A/U/d T~"l? IS THERE DISCHARGE FROM UNDER BID-RETENTION IS NOT FUNCTIONING IF fllisiu ~uaau WAlFA ~c onuncn9 ru~c ~c ruc reca ccc eonvc cno GCC/ A/Y1ICA/T nc ciinnnnr
rn it 9.1 1 , v.. vL.11 III #v.f I... vi vvvvi rl i.Loo I . I iir.. .rivrI ivi r?nI L- II "0-1111 ~ 11-1 , I•^ 4-1` 11.0 1 v"wq.&w CORRECTIVBEVMAINTENANCE FOR I WIN STAKES m~••f w Jv ~wA • By HAND ONCE A YEAR L#vL / RtM NONFUNCTIONING FILTER xvL T mcmum z) /AKt /N /Ht SPRING SHEET NO.
CONTROL IS TO BE INSPECTED TO ENSURE lT IS FUNCTIONING AS DESIGNED AND HAS FULL DESIGN VOLUME PR/OR TO ISSUANCE OF ANY CERTIFICATE REPLACE ANY QIEIE'F/CIENT
J OF OCCUPANCY. OVERFLOW CLEAR OF DEBRIS AND REMOVE DEBRIS; TAKE CORRECTIVE STAKES OR M/R£S BY HAND )N£N£VE'R NEEDED WHEN, FUNCTIONING PROPERLY? MEASURES TO RESTORE WORKING ORDER WI£N£ICR NEEDED
OF OVERFLOW OUTLET ~s+
Q BEFORE YOU DIG ! 3. CONTRACTOR TO S00 ALL AREAS DISTURBED DURING CONSTRUCTION OF 810-CELL. -CELL. DOWNSTREAM EROSION? REVEGETATE ERODED AREAS; ADD RIP INSPECT $ REPAIR ANY EROS/ON 2
z CALL 1-800-632-4949 RAP NTH LINER TO THE OUTLET AREA IF TO ENSURE OFF 97E WRIER NSUAL MHENEVFR NEEDED EROSION CONTINUES DOfS NOT ENTER PGWD YEARL Y e
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SYMBOL COMMON NAME BO TAN/CAL NAME 2" CAL/PER M/N. j A T PLANTING CLASS/F/CA T/ON QUANT/TY A/EASURED 6" ABOVF GRADE, WH£N PLANTED. NH£N MATURE A CANA°Y 1J4E£ SHOULD Cr)
B£ FORTY (40) F££T H/CN AND HAV£ A A/!NlMUA/
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I i MEASURED 6" ABOVF GRADE, WHEN PLANTED. NH£N MA LURE AN UNDERSTORY 114EE o 04 ~ p., 0 04 co u
i, t ACER N£GUNDO U" 4 SHOULD BE TN£NTY-F/V£ (25) TO FA4TY (40) F£fT H/Gh!
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11 MYR/CA CER/FERA S" 6 3. SHRUB - ALL APPR0bF0 SHRUBS PLANTED S' PARALLEL TO TH£ EDGE OF PARK/NG J Co co i Ll.. co CL
CLETHRA ALN/FOLIA 5'" 5 LOTS, ACCESS OR/VFS. LOAD/NG AND 0 Z ~ .Now
ANO UNL0A0/N6 AR£AS AND OUTSIDE STORAGE SHALL B£ EVLrRGR£EN AND /NSTALL£D AT A M/N/AfUAI SIZE OF o CL r
l/ ~ ,gg STRAWBERRY BUSH EU ;~O ~ y/ YELLOW WATER /R/S /R/ ~ Q DA YL/L Y HE LE LAMBS EAR ST ~ SC STONECROP SE ~ REOUIREMENTS.• M/N/MUM OF 3 SPEC/ES AF EACH UNDERSTOR ~ PLANTING WITH A M/N/MUM OF 100 STL~MS P£R ACRE. 0.057 EUONYNUS AMERICANA S~ Q E/GHTEEN (18J /NCHES, SPREAD OR HE/GHT, AND REACH A M/NIMUM HE/CHT A~ TH/RTY-S/X (36) INCHES AND A
I i M/NIMUM SPREAD OF 1H/RTY (30) /NCH£S W17H/N J ~p = LL
I lR/S PSEUDACORUS "H" 12 Y£ARS OF PLANTING. ALL OTHER SHRUBS MAY B£ EIgRGREEN OR O£C/DUOUS AND SHALL BE THR£E (,3J 1
I GALLON /N SIZE AS P£R ANS/ STANDARDS AT THE
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4. HERBACEOUS - REFERR/NG TO PLANTS LACKING STACHYS H" 12 ~t~/ A Wf~QD Y ST£M,• USUALL Y O NN6 /N IMNTER,
RECOVL~R/NG /N SPR/NC, AS fNTN HERBACEOUS CY_
0 / SEDUM "H" ~ PER£NN/ALS. Q
?ERSTORY TRE£, SHRUB, ~ HERBACEOUS TOTAL NOT£.• THE 014NER /S RE9°0WS/BLE FGl?? MAINTA/N/NC
i ~ ~ 0.057 AC. 57 STEMS PLANANGS 57 ALL R£OUIR£D PLANT MATER/ALS AND PLANT/NC AR£AS /N CD00 H£AL TH AND APPEARANCE. ANY D£AD, UN- i
i ~ / H£AL 1HY, OR A/lSS/NC PLANTS SHALL BE REPLACED NlTHIN 180 DAYS IM7H VEG£TAAON WH/CH CONFORMS C~
TO THE APPROVFD LAN~SCAPlN6 PLAN.
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PROTECTIVE TREE WRAPPING Z REFER TO SPEgFICATIONS
/ r'' 2 PROTECTIVE TREE WRAPPING ~ REFER TO SPECIFICATIONS 3 - 2"X2~~ SOUND HARDWOOD
, ~ STAKES OR APPROVED METAL 3 - 2"X2" SOUNO HAROW000 ~ "T" STAKES
e O STAKES OR APPROVED METAL 'n
i(1 'T STAKES 5~~ HIGH SAUCER WITH A 4"
5" HIGH SAU(~R WITH A 4" ; LAYER OF SHREDDED PINE , , LAYER OF SHREDDED PINE ! BARK MULCH.
BARK MULCH. ~j\ ~ j
BIO-RETENTION j, ~i~~
CELL N0.1 ~ SpL MIX AS SPECIFIED ~ SOIL MIX AS SPECIFlEO W
SURFACE ELEV 828 ~ % - ~ ~ M i''\~\ ~ TREE ROOTBALL AS SPECIFIED
TREE ROOTBALI j ON CONSOLIDATED PLANT LIST
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FIRST 24 HOURS 2" PEAT M 18" MIN. FOR PLANTS PEAT MULCH
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YARD INLET THROAT=831.00 DOWN TO ELEV 831.00 00 40 4u No 10 ftft .r
GRASS SOD 3" MULCH
DOWN TO TOP aF CLEAN-OUT ELEV 831.00 TO BE 1" ABOVE TOP t'-0"
MAX. PONOEO OF MULCH (TYPICAL) 3" MULCH LAYER 831.50 lossil,"f4s
WATER DEPTH - (12 INCHES
- i ~ 2' r 831.00 J
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II- I I I / ~~1~~ J~~ ~~I~II~ ~IIII \\O~~II~ J~~ tll/ J~ti ~I~V ~u/ ~U1UN/ ~~~Vll/ I/ TOP MULCH= 830.00
.r"" BOTTOM MULCH= 829.75 Z Z (D z Z
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ALL UNDERDRAIN PIPE IS 6" SCH iNV s2s.o2 iNV szs.~z C/)
ti i , . 6 ~ 40 PERFORATED DRAIN PIPE W/ C/)
i ~ _ FILTER SOCK ~ 0.5~ SLOPE 28 LF - 12 HOPE ~g LF - 6" SCH 40 PERFORATED 26 26 LF - 6" SCH 40 PERFORATED ~0~~~--~ WRAIFILTER OCK (SEE DETAIL) ~J~/O`~~ v~~~ Q o Lc) 00 a No _ co
_ . ~ - INV 826.25 UNLESS OTHERWISE NOTED SOLID DRAIN PIPE DRAIN PIPE O 0.50% DR INV 825.88 ~ 0.5% W/ FILTER SOCK (SEE DETAIL) W 72' ~ ~~~~0~~ N .4
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~ N. T. S. AROUND PIPE ~ ~ OPE SOD GROUND D N 0 0
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GRASS SOD MAX. PONDED 3:1 SLOPE COVER (TYP.) ~[~~~]Q~JC~~ 00 0
< > IN 26.02 DOWN TO WgTER DEPTH ELEV. 831.00 2 INCHES) 3" MULCH LAYER 2 831.50 ~ ~ O 1 1Ti
+831. 0 3 831.00 PLACED LEVEL -z:
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-I `Uw VI' r ~r ~ apl~~/~~'~/ ~~ti`~5 ~I~pi~ PLANTING SOIL ti~ ~IVp//T TOP MULCH = 830.00 --~-BOTTOM MULCH = 829.75
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CONCRETE COVER _2~ WITH STD MH
~-2% 29:-- RING & COVER ~ 8"X8'~ B ~ 10" X57 STONE NOTES: AT EAC ~ BRICK MASONRY CAN BE COMMON - TWO CO CLAY BRICK, JUMBO BRICK, OR 5"X8" BRICK PIER
BIO-RETENTION AT EACH CORNER Q
~ CELL N0.2 . TWO COURSES HIGH
~ ~ iN SURFACE E 1~-83~'~
CONCRETE BRICK. - ~ ~ - - u-
~ 28 LF 12~~ SCH ALL MORTAR JOINTS ARE TO BE ~ - N J J Z
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~(~`i~!(~ .;j ~ SLOPE ~ SOCK (SEE DETAIL) DEDUCTIONS FOR ONE PIPE
VARIES PIPE SIZE C.M. R.C. _ F- L o w V Z Z 14 J W
n BIORETEN110N AREA 12" 0.020 0.032 w t? v >
~ ~ _,~.i 15 U.U. I V.u-r / I _ i
GRAPHIC SCAL E SECTI DN B N. r. s B-B 18" 0.044 4.065 =j~"- ~ O O O U N N
10 5 0 10 20 _ L- m
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7 " . 10 FEET QUANTITIES
BASE (C.Y.) H (PER FT. HEIGHT) PIERS (C. Y. EACH) CLASS "B° CONC.
0.296 0.330 o.oos S E C TI O N A- A z O
PLAN T/NG SOIL REQUIREMENTS H 4.
E PLAN DRAINAG 50% SAND STANDARD 3'-4"X 3'-4" BRICK U
209 LEAF MULCH THROATED on FOUR SIDES N W
Bl0- RE TEN TION CELL 2 309 TOPSOIL MASONRY YARD INLET D
SOIL TEXTURE AND STRUCTURE ego-R~~ e~
PLANTING SOILS FOR Bl0-RE rEIV TION AREAS ARE TO HA I/E A SAND Y LOAM, ~ ~sr~cnoN/cc~vE au~~u~c~ cr~acusr W H
7"=70' SAND, OR LOAM TEXTURE. THESE SOILS HA I/E A MAX/MUM ELA Y CON TENT OF T OF INSPECTION ITEM CORRECTIVE CORRECTIVE MAINTENANCE ACTIVITIES MAINT. NEEDED? Q D
109' (SOILS WITH /NEIL TRA TION RA TES GREA TER THAN 0.5 /N/HR ARE (YES/ND)
SUITABLE FOR Bl0-RETENTION). SANDY LDAM, LOAMY SAND, AND LDAM ORAINMiE AREA TO 810RETEN110N AREA BNP W LO -0
SOILS HA I/E M/N/MUM /NEIL TRA T/ON RA TES RANGING FROM 0.52 TO 2.41 PAVED ACAS CLEAR OF DEBRIS AND INCREASE THE FREQUENCY OF PAVED
IN/HR. SEE PLANT/NG SOIL REQUIREMENTS ABD I/E. LOOSE SEDIMENT4 AREA SWEEPING: CHECK TO ENSURE ALL AREAS ARE BEING SWEPT
RESPONS/B/L / T Y TD MA/N TA/N PERMANEN T ANY AREAS WHERE BARE EARTH IS RESEED AREAS; TAKE TEMPORARY
RUNOFF CONTROL S rRUC TURFS S TA TEMEN l.• EXpp$Ep OR SCARCE GRASS COVER4 MEASURES TO PREVENT EROSION UNill VEGETATION IS REESTABLISHED
soic A cioi rr TY AREA FREE OF CUPPIN(3S FROM BAG AND REMOVE CLIPPINGS TO
The Owner shall b e responsible for maintaining th e THE DES/RED SOIL PH WOULD L/E BETWEEN 5.5 AND 6.5. THE SO/L AC/DITY MOWING AND PRUNING4 PREVENT 1HEM FR01A ENTERING 810RETENTION CELL
' completed permanent runoff control structure as directed AFFECTS THE ABILITY OF THE SD/L TO ABSORB AND DESORB NUTR/ENTS, INLETS CLEAR OF UEB~RS° CLEAR DE~t15 TO PRESERVE CAPACITY
by the governmenta/ office having jurisdiction for AND ALSO AFFECTS THE MICROBIOLOGICAL ACTIVITY IN THE SOIL.
watershed protection. This responsibility applies to ONERIJ~. BID-AE1E11110N AREA
SOIL TESTING ACCUMULATED TRASH IN REMOVE TRASH; IOENT1fY SOURCES BIORETENTION AREA? AND TAKE NECESSARY ACTIONS TO
oll future property owners as wel% PREVENT 1RASH FROM ENTERING SYSTEM
THE PLANT/NG SDIL MUST BE TESTED PRIOR TO /NSTALLA TION FOR PH pBSERVE THE DRAW DOWN iiME OF CLEAN-WT UNDER DRAIN SYSTEM;
SEQUENCE OF CONSTRUCT/ON ORGANIC MA rTER, AND OTHER CHEMICAL CONSTITUENTS. THE SO/L TO 1HE CELL. IS THE DRAW DOWN REMOVE AND REPLACE MULCH AND TOP EXCEEDING OESiGN DRAW DOWN FEIN INCHES Of PLANTING SOIL OR Q Q E-~ z
1. BUILDINGS TO BE COMPLETED PRIOR TO CLEANING AND FINAL MEET THE FOL L OW/NG CRl TERIA (LANDSCAPE CONTRACTORS TIME 72 HWRS? AERATE SOIL; IF APPROPRIATE DRAW D01MN TIME CANNOT BE RESTORED ENTIRE FILTER MAY NEED REPLACING;
CONSTRUCTION OF BIO-CELL. ASSOCIATION, 1986): CONSULT WITH STORM WATER SERVICES; (SEE MAINTENANCE/INSPECTION C\2 v ~ ~ d
2. CONTRACTOR TO REMOVE GRASS IN SOD FORM WHICH IS TO BE PH RANGE.• 5.5 - 6.5 ORGANIC MA TTER.• 7.5 - 3.09 DOCUMENT FOR MORE DETAiIS)
i REUSED TO STABILIZE DISTURBED AREAS. MAGNESIUM (Mq): 35LBS /ACRE PREIREAlNENT • W ~ a o ~ o
3. CONSTRUCT BIO-CELL PER PLAN. PHOSPHORUS (P205): 700LBS./ACRE SEDIMENT 8UIL0-UP IN ENERGY REMOVE SEDIMENT BUILD-UP; IF fy -0:4
4. SOD ALL AREAS TO BE GRASSED WITH SOD REMOVED PRIOR TO POTASSIUM (K20): 85LBS./ACRE DISSIPATER? ROCKS WASHED AWAY? SIDS ARE FULL OF SEDIMENT, REMOVE, RINSE AND PLACE BACK; IF GRAVEL IS
CONSTRUCTION. SOLUBLE SAL TS.• NOT TO EXCEED 500 PPM CON'f~NUALLY WASHED DOWNSTREAM. REPLACE MIIT?~ LARGER SIZE
5. ONCE BIO-CELL IS COMPLETED, NOTIFY ENGINEER FOR ~ INSPECTION. RACK/GRAVEL z
0 v SOIL PLACEMENT REMOVE SEDIMENT BUILD-UP WHEN IT f1~~~,~n~c~ scx~nvr.~ FoR Rio-RE1'EIVTION AREA: SEDIMENT BUILD-UP OR BLOCKA(~ EXCEEDS THE DESIGN LEVEL (12 IN SEDIMENTATION/D~VERSION INCFIES MAX.); REMOVE ALL DEBRIS N w ~
No rEs CHAMBER? THE CHAMBER TO PREVENT BLOCKAGE DESCRIPTION METHOD FREQUENCY TIM OF THE OUTLETS TIME OF YEAR CO z c) 0-4
i 1. ALL EXISTING UTILITY LOCATIONS WERE TAKEN FROM AVAILABLE PLACEMENT OF SOIL IN BlO-RETENTION AREA SHOULD BE IN LIFTS OF 1-2 FEET AND UGHTL Y COMPACTED. M/NIMAL COMPACTION E--4 0
o RECORDS AND ARE APPROXIMATE ONLY, CONTRACTOR SHALL EFFORT CAN BE APPL lED TO THE SDIL B Y TAMPING Wl TH A BUCKET EROSION OR BARE AREAS ON RESEED OR RESOD IMMEDIATELY TO ~~L VEGETATIVE S1RIP/CHANNELY PREVENT EXCESS SEDIMENT FROM INSPECT AND REPAIR MONTNL Y p Q z x
N VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ~ BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED DURING FROM A DOZER OR BACKHOE. ENTERING CELL NSUAL WHENEVER NEEDED cirvrw.
T CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO r~u~+nNCS GVPiGAl1MC UY~7P E' Z w/~ x a
ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL NOTIFY ANY PLANTING DEAD, DISEASED. NOt REMOVE AND REPLACE -MAY NEED WHENEVER NEED
i ~ ENGINEER IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY MULCH LAYER ESTABLISHING? TO CHANGE PLANT SPECIES IF UNABLE REMULCH ANY Vt~/D ARfAS BY HAND WH£NEVE'R NEEDED ~ TO ESTABLISH -MAY NEED TO TEST SOIL W ~ SPRING E-1J x
~ UNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM THE THE MULCH LAYER SER l/ES TD PREVENT EROSION AND TO PROTECT THE WEED AND PRUNE AS NECESSARY TO REMOVLr PR£NOUS MULCH QNCE EVERY TWCI OR ;HED WEEDING AND PRUNING LAYER BEFA4£ APPLYING NEW BY HANG THR££ YFARS
° PLANS. N SOIL FROM EXCESSII/E DRY/NG. BlO-RETENTION AREAS ARE TO BE MULCHED ~OD NECESSARY? ENHANCE 1HE AESTHETICS OF THE LAy~ (gpppiyALJ 810-RETENTION CELL ANY ADD/TIdVAL MULCH g y yANO ONCE A YEAR SPRING w V I
O °D 2. PLANTING SOIL MATERIAL AND UNDERDRAIN SYSTEM IS NOT TO ONCE TREES AND SHRUBS HA i/E BEEN PLANTED. MULCH TD BE HARDWOOD AGED 12 MONTHS MINIMUM. MULCH TO BE FREE OF WEEDS, SOIL R00 TS, 11ULCN LAYER ADAED C W
BE PLACED UNTIL SITE HAS BEEN COMPLETELY STABILIZED AND OR ANY O rHER SUBSTANCE NOT CONSIST/NG OF El THER BRANCE WOOD, ADEQUATE MULCH COVERT EVENLY REPLAN MULCH WHEN THE THICKNESS H
3 PAVED AREAS DRAINING TO THE CELL ARE FLUSHED TO REMOVE OR BARK. MULCH TO BE SPREAD APPROXIMA TEL Y 3 /NCHES IN DEPTH, SPREAD OVER FlITER ~D? DIMINISHES DUE TO DECAY; MAKE SURE THE MULCH IS SPREAD EVENLY REMOVL~' AND REPLACEMENT 3~j ACCORDING TO LANDSCAPING PLAN OF ALL SAD AND D/S£AS£D S£f PLANANC ~ bEGETA AAN CONSIDERED SPEC/flCA TlON J/13 ro 41Jo ANO ~
LOOSE SEDIMENT. 0 BUT NO MORE THAN 3 /NCHES DEEP. 10/1 TO 11/130
p~,~N~~ yp~ BEYOND 1)PEATA/£NT ?IS, BUT WILL DEPEND ON INSECT
3. OWNER IS RESPONSIBLE FOR MAINTAINING BIO-RETENTION AREA w No rES• TEST PH OF SOIL (ANNUALLI~ TEST PH OF SOIL TO ENSURE HEALTHY 7/p£AT ALL ~SEAS£D TREES MECHAN/CAL OR VAR/ES, BUT PLANTINGS BY HAND N~A OR D/ AND SHRUBS OR DISEASE INFESTATION
~ PER THE APPROVED MAINTENANCE PLAN AND AS DIRECTED BY 1. THE C/ TY OF H/GH PO/N T & lHE/R ASS/GNS HA I/E THE R/GH T TO ACCESS TEST TOXICITY OF SQL (EVERY FlVE TEST TOXICITY OF SOIL TO ENSURE THE WATER ~ PLANT MATER/AL
m NCDENR, BIO-RETENTION CELL MUST BE COMPLETELY FINISHED o BEFORE CERTIFICATE OF COMPLIANCE IS GRANTED FOR THE THE STORMWi4 TER CONTROL(S) FOR /NSPECTlOIVS & MA/NTAINENCE, AS YEARS) BID-REZENTION CELL REMAINS EFFECTIVE ,5}/ALL TAKE PLACE AT END OF /MME~ATELY AFTFR AND PLANTINGS HALL SURVIVE EACH DAY FU? 14 BY HAND COMPL£AON A~ PRO~CT N/A
of iii nini~c NECESSARY. CANS£CUTIVF DAYS AND AFTER _ vi eninivG HAS BEEN COMPLETED
DUILUIIVV.~ i s Q~ gNCY REMOVE STAKE IN THE SHEET NO.
t 2. THE ENGINEER'S CERTIFICATION OF COMPLETION WILL BE REQUIRED PRIOR IS THERE DISCHARGE FROM UNDER BID-RETENTION IS NOT FUNCTIONING IF REPLACEMENT OF SUPPQRT y R DRAIN WHEN WATER IS PgdDED? THIS IS THE CASE. SEE ABOVE FOR BY NAND ONCE A YEAR SPRING
L0 TO FINAL PLAT OR CERTIFICA TE OF OCCUPANCY. THE STORY WA TER CORRECTIVBE MAINTENANCE FOR STAKES ~ NONFUNCTIONING FILTER REPLACE ANY D£F/Cl£NT W OVERFLOW CLEAR Of DEBRIS AND REMOVE DEBRIS; TAKE CORRECTIVE WH£NEb£R NEEDED
N Ile) W CON TROL IS TO BE INSPECTED TO ENSURE !T IS FUNCT/ON//VG AS DESIGNED STAKES OR (NR£S BY HAND WH£N£?£R NEEDED
AND HAS FULL DESIGN VOLUME PRIOR TO ISSUANCE OF ANY CERTIFICA TE FUNCTIONING PROPERLY? MEASURES TO RESTORE WORKING ORDER OF OVERFLOW OUTLET 4
C 5 t i , OF OCCUPANCY. PEARL Y
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?CIS CANAD£NS/S "U" 3 (f l "CAL/P£R M/N. < %0 004 N LO. ~
D A/£ASUR£D 6" ABOI~£ GRADE, WHEN PLANTED. NN£N AIA7URE AN UND£RSTORY 1RE£ cv v
BE BOX ELDER ACER NEG O ~ WAX MYRTLE AIYR/CA CE Q ~ SWFET PEPPERBUSH CLETHRA A C,~ Sg STRAWBERRY BUSH EUONYINUS 'ER NEGUNDO ~U" ,3 SHOULD BE TWENTY-F/1~£ (25) TO FG!?TY (40~ F£ET H/CH. Ic ~ ~J ca
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0 R ~ LOTS, ACCESS DRIVES, LOAD/NG AND ~THRA ALNIFOL/A ~S~ 4 AND UNLDAD/NC AREAS AND OUTSIDE STA4ACE SHALL to W -•o
B£ EVERGREEN AND INSTALLED AT A MINIMUM SIZE OF O CL ,
ONYINUS AMERICANA "S" 0 EIGHTEEN ~1B~ INCHES, SPREAD Q4 HE/CHT, AND REACH A M/N/MUM H£/GHT A~ THIRTY-SIX (36) INCHES AND A LO _ x
M/N/MUM SPREAD OF THIRTY (90J INCHES WJ7H/N ,3 C:) ,o _ LL
. D BE ~ / ~ i ~ / i Yl YELLOW WATER /RlS /R/S PSEUD ~ DA YCIL Y H£M£ROCAL S PSEUDACORUS »H" ~p YEARS OF PLANTING. ALL OTHER SHRUBS MAY B£ EI~RCREEN OR DEGYDUOUS AND SHALL BE THREE (3) ~ o
GALLON /N S/ZE AS PfR ANSI STANDARDS AT TH£ Z.
i ~ ~ ~ • ~I/£ROCALL/S 'H" ~ p 7IAIE OF /NSTAGLA AON.
NIA :R ~ 4. HERBACEOUS - REFERR/NC TO PLANTS LACKING 4CHY5 "H" 10 H A Wt~ADY STEM,• USUALLY DYING /N WINTER,
LE LAMB'S EAR STACHYS R£COVE~RING /N SPRING, AS WITH HERBACEOUS
1~ ~ R i~ ~ SC STONECROP SEDUM SUM 0 PERENNIALS Q
REQU/REMENTS.• M/N/MUM OF 3 SPEC/ES OF EACH UNDERSTORY TREE, ~ 7REE, SHRUB. dt H£RBACEQlJS NOT£.• THE OWNER /S RESPOYVS/BLE FG14 MAIN~!lN/NC TOTAL 47 ALL R£OUIR£D PLANT MATER/ALS AND PLAN7/NC AREAS
R PLANANCa WITH A M!N/MUM OF 1000 STEMS PER ACRE. 0.047 AC. _ II C. 47 STEMS PLANTINGS /N CDDD HEAL TH AND APPEARANCE. ANY DEAD, UN-
H£ALTHY, OR MISSING PLANTS SHALL BE REPLACED NlTHIN f80 DAYS IMIH VEGETATION NH/G~1 CANFARMS C~
/ / ~ ' ~ YAI TO THE APPROI~£D LANDSCAPING PLAN.
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PROTECTIVE TREE WRAPPING ~ REFER TO SPECIFICATIONS 3 - 2"X2" SOUND HARDWOOD
LANDSCAPE PLAN Z STAKES OR APPROVED METAL 3 - 2"X2" SOUND HARDYMD00 ~ "T° STAKES
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5" HIGH SAUCER WITH A 4" LAYER OF SHREDDED PINE g,r~. LAYER OF SHREDDED PINE ~ ~ ~ BARK MULCH.
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FORM- FLOOD WITH WATER TWICE IN E-~
a FIRST 24 HOURS 2" PEAT MULi PEAT MULCH
r~` f, ~ 18" MIN. FOR PLANTS ~ W
UP TO 4' HIGH. " 6" MIN,
20 MIN, FOR PLANTS „ 6 FOR PLAN' OVER 4 HIGH, " HIGH- 8 FOF FOR PLANTS UP TO 4' .H- 8" FOR PLANTS W ~
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~i. i ELEV 833.00 TO BE 1" ABOVE TOP dULCH MAX. PpNDED
i ~ ' i 1 ~ i OF MULCH (TYPICAL) L~A~R CH ER WATER DEPTH 833.50
c 1 ~ .ti 1 i ( 2•~ 3" MULCH (12 INCHES) y J 833.00 ~ 1 --TI I -11-(-_11-I I1=1I
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FILTER SOCK C~ 0.5~ SLOPE 40 LF - 6" SCH 40 PERFORATED - H 40 PERFORATED ~~0~ ~U~~ 40 LF 6 SC ^ ~ ~ (-~j - C/3
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2 833.00 PLACED LEVEL 2 833.50 0[~ ~ 0 1 ~ - 'r
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~ ~ ~ NOTES: ~ AT EAC BRICK MASONRY CAN BE COMMON _ ~ TWO C0 CLAY BRICK, JUMBO BRICK, OR ' ~ ; - AT EACH CORNER
' ' I TWO COURSES HIGH o~ a cn w
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I' o INV 827.72 INV 827.77 INV 27.82 INV 827.92 CONCRETE BRICK.
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W/ FILTER (SEE DETAIL) DEDUCTIONS FOR ONE PIPE ~ cn
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BlD-RE TEIV TlQIV CELL ~3 QUANTITIES
BASE (C. Y,) H (PER FT, HEIGHT) PIERS (C. Y. EACH) CLASS "B" CONC.
PLANTING SDIL REQUIREMENTS 0.296 0.330 0.006 S E C T I O N A- A Z O
7 2D' 50~' SAND H
20~ LEAF MULCH
309 rOPSO/L STANDARD 3'-4"X 3'-4" BRICK U N
THROATED on FOUR SIDES W D
MASONRY YARD INLET
SOIL TEXTURE AND STRUC rURE e~o-~~ ewe
PLANTING SOILS FOR Bl0-RETENTION AREAS ARE TO HAVE A SANDY LOAM, ~J INSPEC110N/GORREC7IVE MAINTENANCE piECKUST W
SAND, OR LOAM TEXTURE. THESE SOILS HA 1/E A MAXIMUM CLAY CON TENT OF T OF INSPECTION ITEM CORRECTIVE CORRECTIVE MAINTENANCE ACTIVITIES MAINT. NEEDED? Q
10~ (SOILS Wl TH /NEIL TRA TION RA TES GREA TER THAN 0.5 /N/HR ARE (YES/NO) D
RESPONS/B/L / TY TO MA/N TA/N PERMANE/V T SUITABLE FOR B/0-RETENTION. SANDY LOAM, LOAMY SAND, AND LOAM ORANIA6E AREA 1~0 BIONE?EN110N AREA SIP
SO/LS HA i/E MINIMUM /NEIL TRA TION RA TES RANG/NG FROM 0.52 TO 2.41 PAVED AREAS CLEAR OF DE&iIS AND INCREASE THE FREQUENCY OF PAVED LOOSE SEDIMENT? AREA SWEEPING: CHECK TO ENSURE ALL W Ln 0
RUNOFF CONTROL STRUCTURES S TA TEME/V T.• IN/HR. SEE PLANTING SOIL REQU/REMEN TS ABO l/E. AREAS ARE BEING SWEPT
The Owner shall be responsib/e for maim taining the ANY AREAS WHERE BARE EARTH IS RESEED AREAS; TAKE TEMPORARY
soic Acioi rr EXPOSED OR SCARCE GRASS COVER? MEASURES TO PREVENT EROSION UNTIL VEGETATION IS REESTABLISHED
completed permanent runoff control structure as directed THE DESIRED SOIL PH WOULD UE BETWEEN 5.5 AND 6.5. THE SO/L ACIDITY TY AREA FREE OF CLIPPINGS FROM BAG ANO REMOVE CLIPPINGS TO
by the governmental office having jurisdiction for AFFECTS THE ABIL/TY OF THE SO/L TO ABSORB AND DESORB NUTR/ENTS, MOWING AND PRUNINGY PREVENT THEM FROM ENTEPoNG BIORETENTION CELL
watershed protection. This responsibility applies to AND ALSO AFFECTS THE MICROB/OLOGICAL ACTIV/TY IN THE SO/L. INLETS CLEAR OF DEBIRSY CLEAR DEBPoS TO PRESERVE CAPACITY
al/ future property owners as wel% OVERALL 610-AE1ENl10N AREA
soic rES riNc ACCUMULATED TRASH IN REMOVE TRASH; IDENTIFY SWRCES
BIORETENTION AREA? AND TAKE NECESSARY ACTIONS TO PREVENT TRASH FROM ENTERING SYSTEM
THE PLANTING SO/L MUST BE TESTED PRIOR TO INSTALLATION FOR PH OBSERVE THE DRAW DOWN TIME OF CLEAN-WT UNOER DRAIN SYSTEM;
SEQUENCE OF CONSTRUCT/ON ORGAN/C MATTER, AND O rHER CHEMICAL CONSTITUENTS. THE SDIL TO THE CELL. IS THE DRAW DOWN REMOVE AND REPLACE MULCH AND TOP EXCEEDING DESIGN DRAW DOWN FEW INCHES OF PLANTING SOIL OR W ~
1. BUILDINGS TO BE COMPLETED PRIOR TO CLEANING AND FINAL MEET THE FOLLOWING CRl TER/A (LANDSCAPE CONTRACTORS ASSOCIA TION, 1986): TIME 72 HWRS? AERATE SOIL; IF APPROPRIATE DRAW DOWN TIME CANNOT 8E RESTORED Q Q E--4
CONSTRUCTION OF BIO-CELL. 2. CONTRACTOR TO REMOVE GRASS IN SOD FORM WHICH IS TO BE PH RANGE.• 5.5 - 6.5 ENTIRE FITTER MAY NEED REPLApNG; CONSULT WITH STORM WATER SERVICES;
REUSED TO STABILIZE DISTURBED AREAS. ORGANIC MA TTER.• 7.5 - 3.09' DOCUMENTTFOR MORE DETAIL S) U ~ ~ ~ z
3. CONSTRUCT BIO-CELL PER PLAN. MAGNESIUM (Mq~ • 35LBS. /ACRE
4. S00 ALL AREAS TO BE GRASSED WITH SOD REMOVED PRIOR TO PHOSPHORUS (PZ 100LBS./ACRE PNEIREA7MENT 0 w ~ w ~
CONSTRUCTION. POTASSIUM (K20~ • 85LBS./ACRE SEDIMENT BUILD-UP IN ENERGY REMOVE SEDIMENT BUILD-UP: IF DISSIPATER? ROCKS WASHED AWAY? VOIDS ARE. FULL OF SEDIMENT, REMOVE,
5. ONCE BIO-CELL IS COMPLETED, NOTIFY ENGINEER FOR SOLUBLE SAL TS.• IVOT TO EXCEED 500 PPM RINSE AND PLACE BACK; IF GRAVEL IS CONTINUALLY WASHED DOWNSTREAM,
~ INSPECTION. 0 REPLACE NATH LARGER SIZE ROgt/GRAVEL ~ p ~ z
SEDIMENT BUILD-UP OR BLOCKAGE REMOVE SEDIMENT BUILD-UP WHEN IT 11~,etNTL~.NANCE SCHEDULE FQR BID-RETENTION AREAs~.~
N NOTES SOIL PLA CEMEN T IN SEDIMENTATIOPI/OIVERSION EXCEEDS T}iE DESIGN LEVEL (12 CHAMBERY INWES MAX.); REMOVE ALL DEBRIS N w E-~ x
i 1. ALL EXISTING UTILITY LOCATIONS WERE TAKEN FROM AVAILABLE o RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR SHALL PLACEMENT OF SOIL IN BlO-RETENTION AREA SHOULD BE IN LIFTS OF 1NE CHAMBER TO PREVENT BLOCKAGE DESCRIPTION METHOD FREQUENCY TIME OF THE OUTLETS TIME OF YEAR co z
N VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO 1-2 FEET AND L/GHTL Y COMPACTED. M/NIMAL COMPACTION 0-4
~ BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED DURING EFFORT CAN BE APPL lED TO THE SOIL B Y TAMPING IMTH A BUCKET EROSION OR BARE AREAS ON RESEED OR RES00 IMMEDIATELY TO VEGETATIVE STRIP/CHANNEL° PREVENT EXCESS SEDIMENT FROM ENTERING CELL /NSP£CT AND REPA/R y,$(/AL WHENEVER N£EDEO EROSION MONTHLY o . E-4
CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO FROM A DOZER OR BACKHOE.
ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL NOTIFY PLANTINGS arc a r~ Zwax
ENGINEER IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY MULCH LA YER ANY PLANTING DEAD, DISEASED, NOT REMOVE AND REPLACE -MAY NEED ESTABLISHING? TO CHANGE PLANT SPECIES IF UNABLE REAIULCH ANY ?R7lD AREAS BY HAND NH£NEVFR NEEDED ~E TO ESTABLISH -MAY NEED TO TEST SOIL NHENfVFR NEEDED
~ UNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM THE THE MULCH LAYER SER I/ES TO PREI/ENT EROSION AND TO PROTECT THE W ~
' ° PLANS. M SOIL FROM EXCESSII/E DRYING. Bl0-RETENTION AREAS ARE TO BE MULCHED yED WEEDING AND PRUNING WEED AND PRUNE AS NECESSARY TO REMOVE PRE190US A/ULCH QNCE £bE'RY Titt~ A4 NECESSARY? ENHANCE THE AESTHETICS OF THE LAYER BEFGWE APPLYING N£W BY HAND 11~lREE YEARS SPRING
2. PLANTING SOIL MATERIAL AND UNDERDRAIN SYSTEM IS NOT TO ON~'E TREES AND SHRUBS HA 1/E BEEN PLANTED. MULCH TO BE HARDWOOD OD BID-RETENTION CELL LAYER (OWT/ONAL) ANY A~/7/~VAL MULCH BY HAND ONCE A YEAR SPRING wN
BE PLACED UNTIL SITE HAS BEEN COMPLETELY STABILIZED AND AGED 12 MONTHS MINIMUM. MULCH TO BE FREE OF WEEDS, SDIL R00 TS, MULCH LAYER ADDED F-~-I
3 PAVED AREAS DRAINING TO THE CELL ARE FLUSHED TO REMOVE OR ANY OTHER SUBSTANCE NOT CONSIST/NG OF EITHER BRANCE W000, ADEQUATE MULCH COVER? EVENLY REPLACE MULCH NMEN THE THICKNESS Q
LOOSE SEDIMENT. 0 OR BARK. MULCH TO BE SPREAD APPROXIMA TEL Y 3 /NCHES IN DEPTH, SPREAD OVER FILTER BED? DIMINISHES DUE TO DECAY; MAKE SURE 1HE MULCH IS SPREAD EVENLY REMOVE ANQ REPLACEMENT 3/13 TO 4130 AND w
BUT NO MORE THAN 3 /INCHES DEEP. ACCORDMG TO LANDSCAPING PLAN OF ALL D£AD AND D/SEABED SEE PL.ANT/NC 3/13 bECETA7)ON CONS/0£RED SPfGfICA AON PIJ1N11NG 901E BEYOND 1R£A7JI/£N7 10/1 TO !1/30
3. OWNER IS RESPONSIBLE FOR MAINTAINING BIO-RETENTION AREA S, BUT WILL DEPEND ON INSECT
W PER THE APPROVED MAINTENANCE PLAN AND AS DIRECTED BY NO TES.• TEST PH OF SOIL (ANNUAILYj TEST PH OF SOIL TO ENSURE HEALTHY TREAT ALL D/SEAS£D TREES M£CHAN/CAL OR VAR/£S, BUT N PLANTINGS AND SHRI/BS BY HAND NSA OR DISE TEST TOXICITY OF SOIL (EVERY FlVE TEST TOXICITY OF SOIL TO ENSURE 'ME WAILER AF' PLANT MATER/AL OR DISEASE /NFfSTAT/ON
m NCDENR. BIO-RETENTION CELL MUST BE COMPLETELY FINISHED o BEFORE CERTIFICATE OF COMPLIANCE IS GRANTED FOR THE 1. THE CITY OF HIGH POINT & THEIR ASS/GNS HA i/E THE RIGHT TO ACCESS
BUILDINGS. THE STORMWA TER CONTROL(S) FOR /NSPECTIONS & MAINTAINENCE, AS yEq~~ BID-RETENTION CELL REMAINS EFFECTIVE ~yALL TAKE PLACE AT END OF /MMEDIATELY AFTER AND PLANTINGS HALL SURVIVE EACH DAY Fq? 14 BY HAND COMPL£T/ON OF PRO~~'CT N/A
~ - NECESSARY. CANS£CUAV~ DAYS AND AFTER
WILL I PLANANG NAS CttN C.'Uxrrtt Stu
2. THE ENGINEER'S CERTIFICA TION OF COMPLETION WILL BE REQUIRED PRIOR IS THERE DISCHARGE FROM UNDER BIO-RETENTION IS NOT FUNCTIONING IF DRAIN WHEN WATER IS PONDED? THIS IS THE CASE. SEE ABOVE FOR REPLACEMENT OF SUPPORT BY NAND ONCE A YEAR OWL Y RE CORRECTIVBE MAINTENANCE FOR STAKES OYVLY REMOVE STAKE IN THE SPRING SHEET NO.
N M TO FINAL PLAT OR CERTIFICA TE OF OCCUPANCY. THE S TORY WA TER NONFUNCTIONING FILTER REPLACE ANY Du/Cl£NT
CONTROL IS TO BE INSPECTED TO ENSURE lT IS FUNCTIONING AS DESIGNED AND HAS FULL DESIGN VOL UME PRIOR TO ISSUANCE OF ANY CER IlFICA TE STAKES 00? NIRES BY HAND NH£N£1/ER NEEDED OVERFLOW CLEAR OF DEBRIS AND REMOVE DEBRIS; TAKE CORRECTIVE WNENfb£R NEEDED
C OF OCCUPANCY. FUNCTIONING PROPERLY? MEASURES TO RESTORE WORKING ORDER OF OVERFLOW OUTLET
.J 6 YFARL Y
Q BEFORE YOU DIG ! 3 CONTRACTOR TO SOD ALL AREAS DISTURBED DURING CONSTRUCTION OF 810-CELL. -CELL. DOWNSTREAM EROSION? REVEGETATE ERODED AREAS; ADO RIP INSPECT d' REPAIR ANY £ROS/ON RAP NA7H LINER TO THE OUTLET AREA IF TO ENSURE OFF SrTE WATER y$(/,qL NHENEVER NEEDED
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S/ZE MEASVRED 6" ABO SYMBOL COMMON NAME BOTAN/CAL NAME CLASS/F/CA TION G?UANTI TY BEN OLANTED. WH£N MATURE A GAN BE FA4TY (40J FE£T H/GH AND HAVE CROfNV W101H OF TH/RTY (30) F£ET. D HA VE A MINIMUM CA)
' FEET.
~ RED MAPLE ACER RUBRUM "C" 3 2. UNURSTORY - ~w CAL~PER MIN.~AT ~ p t.C4< A T PLANTING Q co MIN, _
6 ABOVE GRADE, X ~ cm 1 1: 0 _ AN UNDERSTORY TREE co
CERC/S CANADENS/S 6 WH£N PLANTED. HHHEN MATURE AN UN REDBUD y7~p(/LQ BE TW£NTY-F/VF (25) TO FAR TO FORTY (40) FEET HIGH. t\I •
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3. 574RUB - ALL APPROl2~0 SHRU O PARALLEL TO THE ED ~ WAX MYRTLE MYR/CA CER/FERA S" 5 S LOTS, ACCESS DRIVFS, FD SHRUBS PLAN TED co ^ > THE EDGE OF PARKING 13. I-
~ . S DRIVES, LOADING AND W C~ Z p
AND UNLOAD/NG AREAS AND OUTS/DE Q S.P SWFET PEPPERBUSH CLETHRA ALN/FOL/A 'S" ,5 Bf EV~RGR£EN AND /NSTALLED AT A A f/GHTEEN (1B) INCHES, SPREAD OR HE A MlN/MUA/ HEIGHT OF TH/RTY-S/X (36 STRAWBERRY BU.SfI EUONYMUS AMER/CANA "S" ,5 MINIMUM SPREAD OF THIRTY (30~ INCI SB YEARS OF PLANANG. ALL OTFIER SHR EI~RCREEN A4 DEG7D000S AND SHALL OUTSIDE STORAGE SHALL 0 O t~ 0 A T A MINIMUM SIZE OF a_
ID OR HEIGHT, AND REACH In = x -SIX (36) INCHES AND A - (D Q
30) INCHES WHIN J _ LL
WER SHRUBS MA Y BE ID SHALL BE THREE (3) '
y/ YELLOW WATER /R/S /R/S PSEUDACORUS "H" f4 GALLON /N SrZE AS PER ANS/ STANDA TlM£ OF INSTALLATIaW. ' STANDARDS AT THE
• 7 Q DAYL/LY HEMEROCALUS ~H~ 12 4. HERBACEOUS - REFERR/NG TO H A WOODY STEM,• USU/ LE LAMB'S EAR STACHYS "y° ~2 RECOVER/NG /N SPR/N PERENN/ALS. RING TO PLANTS LACKING EM,- USUALL Y D YING IN WNTER,
IN SPRING, AS WI TH HERBACEOUS
L ~ ~ R ~-K~. E FOR MAIN MINING AND PLANTING AREAS
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LAYER OF SHREDDED PINE ~ BARK MULCH.
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Z ~ z ,~~~'~j ~ : ~ ~j SOIL MIX AS SPECIFIE f j~ ~ ~ SOIL MIX AS SPECIFIED . \ SPECIFIED ~ z
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N M 2" PEAT MULCH
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UP TO AAp ~ II UP T0, 4' HIGH, uw / \
N to ml OVER to mm, rvn rLr%nia • • / ~ 6" FOR PLANTS UP TO 4' OVER 4' HIGH. HIGH- 8" FOR PLANTS
N M OVER 4' HIGH. BREAK SUB-SOIL SHEET N0.
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f~ i ~ ~ l~~\~\ THROAT=831.00 GRASS S00 3" MULCH ELEV 831.00 C..) " r
/1' ~ I / ~ DOWN TO TOP OF CLEAN-OUT 1'-0"
~I ~ / / ~ ~ \ ~ ELEV 831.00 TO BE 1" ABOVE TOP H MAX. PONOED
~ 1 , ~ OF MULCH (TYPICAL) 3" MULCH LAYER WATER DEPTH 831.50 Bill!
(12 INCHES) 831,00 w II' -I'' T
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~ ' i ~ / ~ll,-~ II II- BOTTOM MULCH= 829.75 Como) 0 Z
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INV \~Q5.7 +8 1.5 INV 8~5.95~~~'s 1 25 LF - 12 HDPE DRAIN PIPE O 0.509: DRAIN PIPE ~ 0.50% SOLID DRAIN PIPE W~ FILTER SOCK (SEE DETAIL) W/ FILTER SOCK (SEE DETAI O 0.5% :E DETAIL) - C/3
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ALL UNDERDRAIN PIPE IS 6" SCH N T ,S #57 STONE FILTER SOCK (360' 6~ ~ ~ AROUND PIPE 0 co H-
i W %D N %r} O 0
~ ~ 40 PERFORATED DRAIN PIPE W/ (L L0 x
~ ~ + 1.50 \c~. \ ~ , O i ~ , v~ p FILTER SOCK ~ 0.59 SLOPE GRASS SOD MAX. PONOED LOPE SOD GROUND COVER (TYP.) aQ~~~~a
UNLESS OTHERWISE NOTED DOWN TO WATER DEPTH 3:1 SLOP ELEV. 831.00 (12 INCHES) 3" MULCH LAYER %0 = U. 00
~ ~~tNV 6. ~ 2 831.00 PLACED LEVEL 2 831.50 QD ~ ~ ~ - - 1
/ ` 1 ~I ~ II V86.5 '~Tm ~ ~ FyFFt y J ~ ( _ _I
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1~I//"1 J V N~VII~ \\~~Ib/`~j ~J~~ \\I ~Il 1Z J~ J ~ TOP MULCH = 830.00 0
1 ' ~a~' k / -T-BOTTOM MULCH = 829.75 I 8., 2,_~~ 8„
i, 4 i ~ ~ INV 826 5 ~ ~ i ; ' + 1.50 ~ / L a
3'-0" 3'-4"
~ ~ I V 82:28} r CANTING SO MIN.
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1 INV 25:341 i 29:-- x-29: 8"X8" BRICK PIER
10" #57 STONE RING & COVER ~ g"XS" B NOTES: AT EAC BRICK MASONRY CAN 8E COMMON TWO C0 CLAY BRICK, JUMBO BRICK, OR ' AT EACH CORNER
~ \ ~ ~ ~ ~ ~ ~ , ~ ~ ~ TWO COURSES HIGH
~ CONCRETE BRICK. ~ -
~ I / ALl MORTAR JOINTS ARE TO BE C
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DRAIN PIPE (TYP.) W/ FILTER SOCK (SEE DETAIL) DEDUCTIONS FOR ONE PIPE r w Lo z cn
~ ~ i ~ SURFACE ~~EV 830 VARIES PIPE SIZE C.M. R.C. C _ a
I ~ ' i BIORETENTION AREA 12" 0.020 0.032 ' ~ =7 C w o ww
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40 SOLID DRAIN ~ R m
PIPE ~ 0.5~ 1" = 20 FEET QUANTITIES ~ . tO
SLOPE BASE (C. Y.) H (PER FT. HEIGHT) PIERS (C. Y. EACH) CLASS "B" CONC.
PLANTING SOIL REQUIREMEIV TS 0.296 0.330 0.006 S E C TI O N A- A Z O
50% SAND F-
DRAINAGE PLAN 209' LEAF MULCH STANDARD 3'-4"X 3'-4" BRICK a.
309 TOPSOIL THROATED on FOUR SIDES U N
Bl0-RETE~IV TION ~I RE~I 4 W O
SOIL TEXTURE AND STRUCTURE MASONRY YARD INLET
~J MISPEC110N/CaRREC1IK MAlIIENANCE CHECKLIST
7 2D' PLANTING SOILS FOR BlO-RETENTION AREAS ARE TO HA I/E A SAND Y LOAM, T OF ~NSPEC710N ITEM CORRECTIVE CORRECTIVE MAINTENANCE AClIVIT1ES W
SAND, OR LOAM TEXTURE. THESE SOILS HA I/E A MAXIMUM CLA Y CON TENT OF 109 (SOILS Wl TH lNF/L TRA TION RA TES GREA TER THAN 0.5 /N/HR ARE MAINT. NEEDED? Q
SUITABLE FOR Bl0-RETEIV TION). SANDY LOAM, LOAMY SAND, AND LOAM (YES/NO) D
SO/LS HA I/E MINIMUM /NEIL TRA TION RA TES RANG/NG FROM 0.52 TO 2.41 ORAIgA6E AREA TO 81GRETENl10N ANEA B1~IP w CM W) L C) %00
RESPONS/B/L/ T Y TO MA/N THIN PERMA/VEN T IN/HR. SEE PLANTING SOIL REQU/REMEN TS ABO I/E. PAVED AREAS CLEAR Of DEBRIS ANp INCREASE THE FREQUENCY OF PAVED LOOSE SEDIMENTY AREA SWEEPING; CHECK TO ENSURE ALL
RUNOFF CONTROL STRUCTURES S TA TEMEN T.' AREAS ARE BEING SWEPT
ANY AREAS WHERE BARE EARTH IS RESEED AREAS; TAKE TEMPORARY EXPOSED OR SCARCE GRASS COVER? MEASURES TO PREVENT EROSION UNTIL
The Owner shall be responsib/e for main toining the SDIL A ClDI TY VEGETATION IS REESTABLISHED
completed permanent runoff control structure as directed THE DES/RED SOIL PH WOULD UE BETWEEN 5.5 AND 6.5. THE SO/L ACIDITY TY AREA FREE OF CLIPPINGS FROM BAG AND REMOVE CLIPPINGS TO MOWING AND PRUNING4 PREVENT THEM FROM ENTERING
by the governmental office having jurisdiction for AFFECTS THE ABIL/TY OF THE SO/L TO ABSORB AND DESORB NUTRIENTS, BIORETENTION CEU.
AND ALSO AFFECTS THE MICROS/OLOGICAL ACTII//TY IN THE SOIL. INLETS CLEAR OF DEBIRS? CLEAR DEBRIS TO PRESERVE CAPACITY
watershed protection. This responsibility applies to OVERALL 0W-RElEN110N MEA
all future property owners os we/% SOIL TESTING ACCUMULATED TRASH IN REMOVE TRASH; IDENTIFY SWRCES BIa2ETENTION AREA? AND TAKE NECESSARY ACTIONS TO
THE PLANTING SO/L MUST BE TESTED PRIOR TO INSTALLA T/ON FOR PH PREVENT 1RASH FROM ENTERING SYSTEM
SEQUENCE OF CONS rRUC riON ORGAN/C MATTER, AND 0 THER CHEMICAL CONST/TUEN TS. THE SDIL TO 08SERVE 7HE DRAW DONM TI~AE OF CLEAN-WT UNDER DRAIN SYSTEM;
1. BUILDINGS TO BE COMPLETED PRIOR TO CLEANING AND FINAL MEET THE FOLLOWING CRITER/A (LANDSCAPE CONTRACTORS THE CELL IS THE DRAW DOWN REMOVE AND REPLACE MULCH AND TOP EXCEEDING DESIGN DRAW DOWN FEW INCHES OF PLANTING SqL OR W y"
CONSTRUCTION OF BIO-CELL. ASSOCIA TION, 1986: ?IME 72 HWRS? AERATE SOIL: IF APPROPRIATE DRAW DOWN TIME CANNOT BE RESTORED Qa
- 2. CONTRACTOR TO REMOVE GRASS IN SOD FORM WHICH IS TO BE PH RANGE.• 5.5 - 6.5 ENTIRE FILTER MAY NEED REPLACING; CONSULT WITH STORM WATER SERVICES;
REUSED TO STABILIZE DISTURBED AREAS. ORGANIC MA TTER.• 1.5 - 3.09' (SEE MAINTENANCE/INSPECTION DOCUMENT fOR MORE DETAILS).
3. CONSTRUCT BIO-CELL PER PLAN. MAGNESIUM (Mg~: 35LBS./ACRE PREIREA7MENT
4. SOD ALL AREAS TO BE GRASSED WITH SOD REMOVED PRIOR TO PHOSPHORUS (P2G~~: 100LBS./ACRE SEDIMENT BUILD-UP IN ENERGY REMOVE SEDIMENT BUILD-UP; IF W ~ o a
CONSTRUCTION. 5. ONCE BIO-CELL IS COMPLETED, NOTIFY ENGINEER FOR POTASSIUM (K20).• 85LBS./ACRE DISSIPATER? ROCKS WASHED AWAY? VOIDS ARE FULL OF SEDIMENT, REMOVE, RINSE AND PLACE BACK; If GRAVEL IS
p INSPECTION. SOLUBLE SAL TS' NOT TO EMCEED 500 PPM CONi1NUALLY WASHED DOWNSTREAM, REPLACE MATH LARGER SIZE
ROCK/GRAVEL
" nro rEs S4/L PLACEMENT SEDIMENT BUILD-UP OR BLOCKAGE REMOVE SEDIMENT BUILD-UP WHEN IT ~enyTE~lANCE SCHEDULE FOR BID-R,E'TENTION AREA':
i 1. ALL EXISTING UTILITY LOCATIONS WERE TAKEN FROM AVAILABLE PLACEMENT OF SOIL IN BlO-RETENTION AREA SHOULD BE IN LIFTS OF IN SEDIMENTATION/DIVERSION EXCEEDS THE DESIGN LEVEL (12 CHAMBER4 INCHES MAX.): REMOVE ALL DEBRtS N w x s z
o RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR SHALL 1-2 FEET AND L/GHTL Y COMPACTED. MlN1MAL COMPACTION THE CHAMBER TO PREVENT BLOCKAGE DESCRIPTION METHOD FREQUENCY TIME OF 1NE WTLETS TIME OF YEAR co
N VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO EFFORT CAN BE APPLIED TD THE SOIL BY TAMP/NG 1MTH A BUCKET EROSION OR BARE AREAS ON RESEED OR RESOD IMMEDIATELY TO ~ 0
BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED DURING FROM A DOZER OR BACKHOE. VEGETATIVE S1RIP/CHANNEL4 PREVENT EXCESS SEGMENT FROM ENTERING CELL /NSP£CT AND R£PAIR VISUAL WNEN£VFR NEEDED EROS/LW z E--q MONTHLY CD ~ H
CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO PUMIIINGS D Q Z b...4 ~
~ ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY aQr~~woc a r~ N Z w a x
~ UNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM THE MULCH LA YER ANY PLANTING DEAD, DISEASED, NOT REMOVE AND REPLACE -MAY NEED ESTABLISHING? TO CHANGE PLANT SPECIES IF UNABLE R£MULCH ANY Vt7/D AREAS BY HAND WHENEVER N£ED£D WHE TO ESTABLISH -MAY NEED TO TEST SOIL WHEN£WR NEEDED ~ ~ a x
° PLANS. THE MULCH LAYER SER I/ES TO PREVENT EROSION AND TO PROTECT THE
SOIL FROM EXCESSII/E DRYING. Bl0-RETENTION AREAS ARE TO BE MULCHED ~ED WEEDING AND PRUNING WEED AND PRUNE AS NECESSARY TO pR£WO(JS MULCH qNC£ EVERY TWP? NECESSnRY? ENHANCE THE AESTHETICS OF THE- LAYER BEFA4E APPLY/NG NEW @Y HAND THREE YEARS SPRING E-1
2. PLANTING SOIL MATERIAL AND UNDERDRAIN SYSTEM IS NOT TO ONCE TREES AND SHRC/BS HA I/E BEEN PLANTED. MULCH TO BE HARDWOOD OD BID-RETENTION CELL LAY£R (OP7tONAL~ ANY A~ITIONAL MULCH gy NAND ONCE A YEAR SPRING wN Qti C/)
BE PLACED UNTIL SITE HAS BEEN COMPLETELY STABILIZED ANQ AGED 12 MONTHS MINIMUM. MULCH TO BE FREE OF WEEDS, SOIL RDOTS, MI~CH LA1rER ADD Q
3 PAVED AREAS DRAINING TO THE CELL ARE FLUSHED TO REMOVE LOOSE SEDIMENT. OR ANY OTHER SUBS rANCE NOT CONSIST/NG OF El THER BRANCE WOOD, ADEQUATE MULCH COVER? EVENLY REPLACE MULCH NkiEN THE THIgCNESS SPREAD OVER FlLTER BED? DIMINISHES DUE TO DECAY; MAKE H
0 r~ OR BARK. MULCH TO BE SPREAD APPROXIMA TEL Y 3 /NCHES IN DEPTH, SURE THE MULCH IS SPREAD EVENLY RfA/OVf AND REPLACEMENT ACCORDING TO LANDSCAPING PLAN Of ALL DEAD AND D/SEABED SEE PLANT/NG 3/13 3/13 TO 4130 AND w
3. OWNER IS RESPONSIBLE FOR MAINTAINING 610-RETENTION AREA BUT NO MORE THAN 3 /NCHES DEEP. PLANTING 9011 bEY,~'TAIION COINS/DEREO SPEC/FlCA7)ON 10 BEYOND TR£ATAlENT 10/1 TO 11/30 a
~ PER THE APPROVED MAINTENANCE PLAN AND AS DIRECTED BY No rES~ TEST PH OF SOIL (ANNUALLI~ TEST PH ~ SOIL TO ENSURE HEALTHY TREAT ALL D/SEABED TREES M£CNAN/CAL OR VAR/ES, BUT W PLANTINGS ANO SHRUBS BY HAND NSA OR D/S£A S, BUT WILL DEPEND ON INSECT
m NCDENR. BID-RETENTION CELL MUST BE COMPLETELY FINISHED 1. THE CITY OF HIGH PO/NT & THEIR ASSIGNS HA I/E THE R/GHT TO ACCESS OR DISEASE lNF£STAT/ON
rn BEFORE CERTIFICATE OF COMPLIANCE IS GRANTED FOR THE THE STORMWA TER CONTROL(S) FOR /NSPECTIONS & MA/NTAINENCE, AS ZEST TOXICITY OF SOIL (EVERY FlVE TEST TOXICITY OF SOIL TO ENSURE 1HE yEpRg~ 610-RETENTION CELL REMAINS EFFECTIVE WATER OF PLANT ,MATER/AL
BUILDINGS. NECESSARY. AND PLANTINGS MALL SURVIVE DAY FOR j4 AT END OF BY HAND ~MMED/ATELY AFTER CANS£CUI~I~E DAYS AND AFTER COMPL£T/ON OF PRO,~CT N/A
~T~ ~~T PLANT/NC NAS BEEN C~PLE7E0
2. THE ENGINEER'S CERTIF/CA TION OF COMPLETION WILL BE REQUIRED PRIOR IS THERE DISCHARGE FROM UNDER BIO-RETENTION IS NOT FUNCTIONING IF ANLY REMOVE STAK£ IN THE
o) N TO FINAL PLAT OR CERTIFICA TE OF OCCUPANCY. THE S TORY WA TER GRAIN WHEN WATER IS PONOED4 THIS IS THE CASE. SEE ABOVE FOR REPLACEMENT OF SUPPORT BY HAND ONCE A YEAR CVVL Y REM CORRECTIVBE MAINTENANCE FOR STAKES SPRING SHEET N0.
W CONTROL IS TO BE INSPECTED TO ENSURE /T IS FUNCTIONING AS DESIGNED NONFUNCTIONING FILTER REPLACE ANY DEFICIENT WHENEVER NEEDED
AND HAS FULL DESIGN VOLUME PRIOR TO ISSUANCE OF ANY CERTIFICA TE OVERFLOW CLEAR OF DEBRIS AND REMOVE DEBRIS; TAKE CORRECTIVE STAKES OR 14IR£S BY HAND WHENEVER NEEDED WH£ FUNCTIONING PROPERLY? MEASURES TO RESTORE WORKING ORDER
J OF OCCUPANCY. OF OVERFLOW OUTLET CIS V
3 CONTRACTOR TO SOD ALL AREAS DISTURBED DURING CONSTRUCTION OF 810-CELL. -CELL. DOWNSTREAM EROSION? REVEGETAIE ERODED AREAS; ADD RIP INSPECT dt REPAIR ANY £ROSrON RAP WITH LINER TO THE OUTLET AREA If TO ENSURE OFF SYTE WA MR ysy/,qL WHEN£VfR NEEDED YFARL Y
~ Q BEFORE YOU DIG ! EROSION CONTINUES DAES NOT ENTER POND
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1. CANOPY - 8~ HT MIN, j yq T PLANT/NG J
BOTANICAL NAME S/ZE 2" CAL/PER M/N. CLASSIF/CA T/ON QUANTITY C MEASURED 6" ABOVE' GRADE,
WHEN PLANTED. NHEN A~/A IURE A CANQ°Y TREE SHa/LD B£ FORTY (40) F££T H/C.Y~ AND HAVE A MINIMUM C/)
4CER RUBRUM "C" 5 CROWN IMDIH OF TH/RTY (.30) FEET, C!?
Z. UNDERSTORY - 4' HT M/N. 1 AT PLANTlN6 Q cl co < No LO
RM ;ERG/S CANADENS/S "U" 8 (f 1 " CAL/PER MIN. MEASURED 6" AB01~£ GRADE, 0 04 1:
WHEN PLANTED. NHEN A/ATUR£ AN UND£RSTORY 1RE£ 0%j u
ACER NECUNDO "U" J SHOULD BE TIf~'NTY-F/VE' (25J TO FQI?TY (40) FEET H/Gh! ZuV a Z co co 00 Z
P \ ~ WAX MYRTLE MYR/CA 41YR/CA CER/FERA "S" 7 SHRUB - ALL APPROb£D SHRUBS PLANIE'~ CL ()0 CL ?
S PARALLEL TO THE EDGE OF PARK/NG LOTS` ACCESS OR/1~£S, LOAD/NG AND Z , % W .J-%0t~
~ ~ ~ SIf~ET PEPP£RBUSH CLETHRA CLETHRA ALNIFOL/A "S" 7 ANO UNLOAD/NG AREAS AND OUTS/D£ STOr?AGE SHALL o 0..
BE EVERGREEN AND /NSTALLED AT A MlNIA,fU~I/ SQE OF EIGHTEEN (1BJ /NCNES, SPREAD OR HE/GHT, AND REACH LO = x
~ ~ r / % ~.l' SB STRAhB£RRY BUSH EUDNYM / / ~UDNYMUS AMER/CANA S~ 7 A MINIMUM HE/GHT Q~ TH/RTY-S/X (36) INCHES AND A MlNIMUA! SPREAD OF THIRTY (.30) /NCHES WITH/N J C:) Q %0 = U.
' ~ j ~ ~ y/ YELLOW WATER /R!S /R/S PSE / / ~ YEARS A`' PLANT/NG. ALL OTHER SHRUBS MAY BE ~R/S PSEIJDACORUS "H" 20 £IERGREEN OR DECIDUOUS AND SHACL BE THREE (3J
GALLON /N S/ZE AS PER ANS/ STANDARDS AT TH£ 1
~ \ ~ DA YL/L Y HEMERO \ NEMEROCALL/S "N" ~p TIME OF INSTALLA710N. Z.
4. HERBACEOUS - REFERR/NC TO PLANTS LACKING
!7 ~ ~ LE LAMBS EAR STACHY a~ STACHYS ~H'~ 15 H A WOQDY STEM; USUALLY DYING /N I~NNTfR, RECDI/£RING IN SPR/NC, AS N1TH HERBACEOUS
PERENNIALS
/ R ~ ~ ~ ~D '\~~~o' SC STONECROP SEDUM SEDUM h' l2 Q
~ R£OClIREMENTS.• M/N/MUA/ A~ 3 SPEC/£S A~ EACH UNDERSTORY TRf a PLANTING N7TH A M/N/MUM OF 1000 STEMS PER ACRE. 0. J08 AC. SC )RY TRf£, SHRUB, ~t H£RBACEOI/S NOTE.• THE ONNER /S RESPANSIBLE FA4 MA/NTA/N/NG TOTAL ALL R£OUIRED PLANT MATER/ALS AND PLANT/NC AREAS ~ AC. = 108 STEMS PLANT/NCS /N GOOD HEALTH AND APPEARANCE: ANY DEAD, UN-
~ ~ HEAL7HY, OR A/lSSING PLANTS SHALL B£ R£PLAC£D i
N4THlN 180 DAYS IM7H VEGETATION NH/CN CANFARMS TO IF/E APPROVFD LANOSCAP/NG PLAN.
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REFER TO SPECIFICATIONS PR0TEC11VE TREE WRAPPING ?
z REFER TO SPECIFICATIONS ~ 3 - 2"X2" SOUNO HARDWOOD
R o STAKES OR APPROVED METAL 3 - 2"X2" SWND HAR0W000 ~ "T" STAKES
~ ~ . o I STAKES OR APPROVED METAL ~ 'T' STAKES ~~7
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Cyl CALL 1-801 1--800-632-4949
H/ORE TEN T1 ON AI?EA 4 4 N.C. ONE-C ONE-CALL CENTER
IT'S TH T'S THE LAW !
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