20091126 Ver 1_Stormwater Site Plans_20100301

THIS IS NOT ASURVEY. -THIS IS A P p~. aCH. NOT FOR RECORD, SALES, OR CONVEYANCE. ~`8
d LEGEND 4 1 ~ ~ c
NOTES: SITE DATA
D ~ SILT FENCE 1. ALL WORK PERFORMED WITHIN THE U.S. HWY 311 R/W EXISTING ZONING = 0 & [ ® BERM ENGINEER'; le'E."41T ~ 2 Ei a U
w SITE SHALL BE IN ACCORDANCE WITH N.C.D.O.T. STANDARDS AND D.B..1926 PG 2243 ~ti0 CONDITIONS OF THE ENCROACHMENT AGREEMENTS, INCLUDING TAX PARCEL 772$302609 SEDIMENT TRAP ENGINEER'S CERTIFICATION OF RUNOFF CONTROL DewR•W~T~~caa~rrr y;
~ ~ BUT NOT LIMITED TO TRAFFIC CONTROL REQUIREMENTS. t CERTIFY THi t CERTIFY THAT THIS PLAN WiLI CONTROL RUNOFF IN COMPLIANCE WITH THE Yd~YIA ~PlD9TOSt~W4TER9ICN ,f
P~' ti~ ~ N 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING SITE AREA = 96 AC.~ CITY OF ARCH 0~ QP~ I APPLICABLE UTILITY LOCATION COMPANIES TO PROVIDE UTILITY DISTURBED AREA - 2.5 AC.t CONTROL, ANt CITY OF ARCHDALE STORMWATER GUIDELINES FOR WATER QUALITY AND FLOOD ~ ' CONTROL, AND THAT THE RUNOFF CONTROL MEASURES SHOWN ON THIS PLAN MEET OR ~
0 Q] swALE NuMeER EXCEED THE t 00 ~ ; LOCATIONS PRIOR TO ANY CON5IRUCT[ON ACTIVITIES. AVERAGE SLOPE. 5% EXCEED THE GUIDELINES OF THE SAME STORMWATER GUIDELINES FOR WATER QUALITY ~ S:a
~ ~P ~0 RO 3. BOUNDARY INFORMATION SHOWN TAKEN FROM DEEDS AND LIMITED DISTANCE TO FLOODWAY: 8O0 LFt _gpp, PROPOSED AND FL00[) C AND FLOOD CONTROL. + a
v~ ~1~5 FIELD WORK. THIS [S NOT A SURVEY. _ CONTOURS S ~ FLOOD MAP - 3710772800 J ExISTINC P.E. SE P.E. SEAL 27465 ~,,,o~~+~~~~~o.,,,~ OWNER/DEVELOPER
q N 4. THE B1t1RETENTION CELL SHALL NOT BE INSTALLED UNTIL THE _ spp ~ CONTOURS ~ O ENTIRE AREA DRAINING TO THE CELL HAS BEEN PAVED AND WATERSHED DATA ,.'°~~H CAROB'°. CITY OF ARCHDALE ' ~ L.. o ,.•~''ES~ , 307 BALFOUR DRIVE
U~ ~ 311 ADEQUATE GROUND COVER ESTABLISHED. ~ ~ sED,MENr TRAP SIGNAL WATERSHED: RANDLEMAN DAM GENERAL WATERSHED DRAINAGE AREA SIGNATURE ; ~ ~ ARCHDALE, NC 27263 ` ' Q
_ ° ~ o PROJECT IMPERVIOUS AREA SUMMARY LIMITS of a SEAT : ~:_'.^a .
p O ~ DISTURBED AREA DATE DATE Z q 10 .--J 27465 . r ,,e~0ou oeo
~ ° EXISTING .IMPERVIOUS AREA REMOVED: 18,001 S,F. PROPOSED IMPERVIOUS AREA: 27 265. S.F. '•,~••e~!,1jN~,.a°~' BEFQRE YOU DIG! ,.®`~~,1* '~P®~~.,
® INLET PROTECTION VICINITY MAP ° NET INCREASE OF IMPERVIOUS AREA: 9,264 S.F. DEVICE , '?.,~z9s`~•........Q.~ec N. CALL 1-800-.632-4949. ;•°®v `
20 NOT TO SCALE REQUIRED ISA TO BE TREATED: 9,264 S.F. • ,,s a ~ N.C. ONE-CALL CENTER ° ~ ; Q X110/11/ IT'S THE LAW! ~ ±N' i
PROVIDED ISA TREATMENT AREA: 14,080 S.F.
SCA ALLOWABLE ISA: 6% 96 AC. = 5.7 ACS ~ SCALE: 1" = 20' o
~ ) • N N°
DESIGN. DATA `
/ .v~• : ~ , ~ ~ { + ' I ~ SUGGESTED MAINTENANCE SCHEDULE ~ ` ' jj I I { DRAINAGE AREA (DA} = 0.48 ACRES e°%e,'''°' "o
~ l / ' ~ i { s , {III DESCRIPTION ME1H06 FREQUENCY TIME OF YEAR / ~ 1 \ l"~ IMPERVIOUS SURFACE (I} = 67% (0.32 Ac.) f> I DESIGN RAINFAEL (P) = 1 INCH 1
/ ~ / { i , 1, f , / i' i ~ F ~ ~ ~ { ' I SOIL SELECTED CURVE NUMBER = 92
i ~ ~ / / I ~ { INSPECT AND REPAIR VISUAL MONTHLY MONTHLY y ~ Q~ = 0:40 AG-IN
AVERAGE DEPTH = 9 INCHES Z
/ , / 's f; ~ ORGANIC LAYER / / / / ; REMULCH ANY VOID-AREAS BY HAND WHENEVER NEEDED WHENEVER NEEDED REQUIRED SURFACE AREA = 935 ~
r ~ / ! ! ~ ~ ~ { ~ REMOVE PREVIOUS MUlt~l BY HAND ONCE EVERY TWO OR SPRING / / ; SURFACE AREA PROVIDED = 1.130 SF
~ ~I ~ 1 ' I REE YEA S / ~ / I / ~ ! 1 LAYER BEFORE APPLYING NEW TH R ' REQUIRED PLANTING (1000 STEMS/AC) = 26 STEMS
/ Sp / ~ I ~ ~ ( ~ ~ LAYER ~'1TONAL / / f } • ~ ~ I I ANY ADDITIONAL MULCH BY HAND ONCE A YEAR SPRING ` PLANTING PROVIDED = 37 STEMS ~a N \ ~ W ~
/ S ' 1 1 ~ ' ~ ~ ! ~ ~ ~ ADDED / ; , ~ 1 I .I, { ( PLANTS ~ ~ NQTES: ~ h ~
i ~ ~ t ~ Z ~ N ca 130 ~ 1. THE PLANTING SOIL. SHALL HAVE A COMPOSITION BY VOLUME OF 85-88% ~ Z ~ ~ ci
/ ~ ~ ~ , , ! - ! N I REMOVAL AND REPLACEMENT SEE PLANTING 3 15 TO 4 30 AND 101 T011 30 / / - ~ ~ ~ } OF ALL DEAD AND DISEASED SPECIFICATIONS
/ ? , ! I / e / r f t ~ ~ f VEGETATION CONSIDERED y' ` WASHED SAND, 8-12% FINES (SILT + CLAY), 3-5% ORGANIC MATTER. W ~ a ~ ~
1 ! ; 1 ~ ~ ! i ( BEYOND TREATMENT / ! i E A ' `f: ! I ~ ~ I i r 8 WILL DEPEND ON INSECT / , I t. Is ! f r , I ~ TREAT ALL DISEASE(? TREES MECHANICAL OR N A VARIES, UT CT ~ 2. SOIL SHALL BE UNIFORM COMPOSITION, FREE OF STONES, STUMPS, ROOTS OR ~ ~ w~a,o c
/ VA ! ; , ; ~ \ ~ , ~ ~ ~ ~ { AND SHRUBS ~ BY HAND OR DISEASE INFESTATION
r ~ ~ ! ~ ~ ~ ~ ~ ! ~ WATERING OF PLANT MATERIAL BY NAND IMMEDIATELY AFTER N A ~ ~I SIMILAR OBJECTS LARGER THAN ONE INCH, BRUSH, OR ANY OTHER MATERIAL OR Z ~ o 1'~ °o SUBSTANCE WHICH MAY BE HARMFUL TO PLANT GROWTH; OR A HINDRANCE TO W a ~ ~ a
/ ` ~ ` - ~ \ \ i { SHALL TAKE PLACE AT THE END COMPLEITON OF ~ ; \ ( I i 1 } } PROJECT ~ , \ \ t ~j { OF EACH DAY FOR 14 i PLANTING OR MAINTENANCE OPERATIONS. PLANTII`JG SOIL SHALL BE TESTED ~ ~ v
E ~ \ o \ \ I ~ I I , CDNSECUTIVE DAYS .AND AF[ER i AND. MEET THE FOLLOWING CRITERIA: Z
' f, ) d ' a . ~ 1 ! ` AND AFTER PLANTING HAS BEEN 1 ~N \ j \ i ~ ~ ~ ~ pH RANGE: 5.5-6.5 ~
~ \ ' r, r \ < < f COMPLETED ! I \ , J ~ m f f REPLACEMENT OF SUPPORT BY HAND ONCE A YEAR ONLY REMOVE STAKES IN THE SPRING . ORGANIC MATTER: 1.5-3.0% VG ~'z ~ / ~ MAGNESIUM (Mg}: 35 LBS/ACRE W
i ~ , s ~ o I S STAKES
i f ~ ~ ~ ~ ~ j ` t ~ R EEDED WHENEVER NEEDED ' ~ ~ y I I I , REPLACE. ANY DEFICIENT BY HAND WHENEVE N ~ ~ ~ 4~°~~ PHOSPHORUS (P-INDEX):10 To 30
r~ ' ~ { / ~ { } ~ ' STAKES AR WIRES ^F) ' 1 t rr 1 ~ 1 / ~.r ` ~ POTASSIUM (K20): 85 LBS/ACRE J L
! 'E I { ~ 'fl 1 / .L s ~ S4 ~ ~ SOLUBLE SALTS: NOT TO EXCEED 500 PPM ~ ~ ~ \ ` , THE FOLLOWING TESTING FREQUENCIES SHALL APPLY TO THE ABOVE SOIL
;,j , x ;16 { f, I ~ fI, ~ r ~ CONSTITUENTS:
~ ' / r ~ ~ H ORGANIC MATTER: 1 TEST PER 9O CUBIC YARDS
L f ~ ~ ~ \ r , { i s 1 { CBS-' ass I M , P205, K20; SOLUBLE SALTS: 1 TEST PER 500 CUBIC YARDS. BUT NO
~~r' ~ 1 ~ Q ~ 1 ~ t ro ~ r~'"~'~~ ~ i E LESS THAN 1 TEST PER BORROW SOURCE ~4 .r ~
r ~ ~ ~ ~ V ~ ONE GRAIN SIZE ANALYSIS SHALL BE PERFORMED PER 90 CUBIC YARDS Q • , ~ / i ~ OF PLANTING SOIL Z
r ' r ~ { ~ { , I 'sa ass , . ~ x ~ ~ / ~ ~ ~ \ STS ' \ '82 '&4 '85 s ~"'u i~
3. HARDWOOD MULCH OR` CHIPS SHALL BE USED FOR THE ORGANIC OR MULCH ~
^ 'r ' / \ t / r' i I \ 1 a : 'i`r, 1~~j~0 ~ ~ ~ LAYER. THE MULCH -SHALL BE CLEAN FREE OF WEEDS, .SOIL, ROOTS, PLASTIC, ~
i ~ f ~ / I 9 ~ ~ ~ \ / / / \ ~ i / 1 , l / ; ; / I I 11 \ ~ / / ~ ~ ? ~ 1 ETC. WITH AN OPTIMUM AGE OF 12 MONTHS. ~ ~ r j ~
v % ~ ~ ~ / ~ ~ , ~ f I 0~ ~ / , r ~ / / ! 1$ , / 1 ~ i I i t ti, a <<, ,i. 4. A MINIMUM OF 3 SPECIES OF EACH TREE, SHRUB, AND HERBACEOUS ~ i ; PLANTING SHALL BE SPECIFIED WITH A MINIMUM PLANTING DENSITY OF 1000 ~
/ ! f ~ i / ; ~ 1 , 1 / / I i i ~1~ / / 1 l ~ N ! , ~ ` i ~ i STEMS/ACRE. PROPOSED PLANTINGS SHALL BE APPROVED BY THE CITY OF
'i / ~ I V ~ l~ A. C / / ~ / r, ARCHDALE. Z
/ i / „ ; , ~ i 6" PERFORA D j 4 ~ Q , • ~ , r ` ; ` / ~ TOP= 7,/71.5 SCHD 40 PVO` r i / } } . < / / / / / ~ ~ ~ - 5. PLACEMENT OF SOIL IN THE BIORETENTION AREA SHOULD BE IN LIFTS OF 18
„ ..t ? , / / \ UNDERDRAIN i } , / " ` / INV IN- 776.2 MANIFOLD W' INCHES OR LESS AND :LIGHTLY COMPACTED. MINIMAL COMPACTION EFFORT CAN
' ~ V OUT- 776. ' \ ~ / / I ~ ~ I CO's AT EACH ~ ~ i , ~ / ~ ~ ~ BE APPLIED TO THE SOIL 8Y TAMPING WITH A BUCKET FROM A DOZER OR ~ ~ ~ ~ ~ BACKHOE.
~.1 / ~ / ~ r END AND BEND ~ r / • ' i /
. ~ ~ / ~s, / OUTER LIMITS OF' r l , / ; / / i \ r ~ ~ 6. THE CONTRACTOR .SHALL PROVIDE THE CITY OF ARCHDALE THE RESULTS OF A
/ / (F B10~a ETENTION CELL 15 % ~ S00 GRASS FIL / 1 ; Z ~ <; ' < ' / ~ / ~ TS4 • ~ 116 & PERIMETER ~ ELL ~ , 4 ~ / i / / ~ ~ r~ ~ SOIL PERMEABILITY TEST OF THE PLACED SOIL. THE PERMEABILITY SHALL BE C~
1/ / ,r r 1-2 IN/HR.
`j
~ l , 9 / 1 6' ! 1 , . / ~ . ' / / I 1 y W f / / / < 1~ / / / 7. THE CITY SHALL HAVE RIGHT TO ACCESS THE PROPERTY FOR THE PURPOSE i 4N INSPECTIONS OF THE BIO-RETENTION CELt. MAINTENANCE OF THE CELL
~ i ~ f ~ / SHALL BE THE RESPONSIBILITY OF THE OWNER.
1 r a ~ j i , YI ~tA iw ~ W w \ ( ( S 0 / / , / Q / / / / TOP= 776.81 1 ~ ~ x / , ~ / ~ / ' PLANTING LIST rry
=75.75. ~ ' { ! ~ / / i THROAT 7 r i~G ~ y ~ ~ ( / \ _ ~ i SPECIES COMMON NAME NUMBER OF STEM5
~ INV-;'770:0 y y o f / / J / • 4 . / / , t ~I R R~P FOREBbY / , C SS / / , / / / / ; ~ Clethera alnifolia ~ Pepperbush $
< , ; ~ % i~ W Ej0 TEX L~ LINER 1 / / / / / f `x ~ , ~ ~ f % / / / / / / , Rudbedkia sp. Black-eyed Susan 5
\r - ` / / , / ~a r Echinaeea sp: Cone Flower 5 U}
`r,\ f / / .A~ , l ca/ / i / W W c~ i c7. / ( / Verbena sp. Verbena 5
\ / r / ~ 1 t ~ / / ~ ~ ~ Hypericum prolificum St. John°s Wort 5
J y y r' CONCRE FLUE ~ , ~ r t / ~ / f ~ Acer rubrum Red Maple 1 t Taxodium distichum Bald Cypress 1
! f n / ~ ~ ~ ~ i ~ ~ / / , ' Ilex vomitoria sp. Dwarf Yaupan Holly 4 Z
W f ~ I / ' / / / ~ ~ e f : r ® / . ~ \ ' o J ~ r 'i / / / ~ Betula nigra River Birch 3 ~ ~
\ ~ p o / / / 37 ~ U
1 r i / 1 s l MINIMUM SIZE: TREES 2.5" DBH, SHRUBS 3 GALLONS, HERBACEOUS MATERIAL t QUART ' 0
~ J C ASS I RIP R~P~FOREQA 9 0 10 ~ / / / /
:k a e ~ % W GEO TEX ILEi'J.IN[;R / ~ t / / / ` 1
' / i / , v i / / / ~ ' ~ ~ ~ 0~~ Q
Q / D v ~ ~
'y X ~ / / DO NOT HEAVILY PRU~1NE THE TREE AT PLANTING TI `~i `rk ! / / / / / / PRUNE ONLY CROSSgVER LIMBS, CO-DOMINANT THIS DRAWING IS COPYRIGHT BY THE OQ ~ INTERNATIONAL SOCIETY OF ARBORICULNRE A a O ® ~
\ \ j ONCRETE FLUME / r ' ~ / / / / / , / / LEADERS, AND BROKE OR DEAD BRANCHES. AI jj / , " / / ! / / SOME [NTERIOR TW1G~ AND LATERAL BRANCHES ~ AND [S USED WITH PERM1SS16N. ~
/ / / ' / / ' / / MAY BE PRUNEO; HOWEVER, DO NOT REMOVE \ ~~1'.a ° / i / / e , ' i i / / ;j f ~ / THE TERMINAL BUDS OF BRANCHES THAT ~ ~
A ~ , s . , A ' , / ~ , / ' / / / j , EXTEND TO THE EDGE OF THE CROWN. ~ ~
~ ~ ~ % / / ~ _ ' / ~ / / ~ STAKE 1REES ONLY UPON THE APPROVAL ,.4 \ ~ - / / / / ~ / / / / OF THE LANDSCAPE ARCHITECT © A By .:Revision
, / / i / / / SEE STAKING DETAIL CONCRETE 9"MAXIMUM
a rt (t ~ ~ / / / I , I _ ~ / WRAP TREE TRUNKS ONLY UPON THE FLUME PONDING DEPTH RIPRAP ~ t ELEV. = 775.75 FOREBAY ~ BERM ELEV. = 777.0
a ~ < ' , / ~ / APPROVAL OF THE LANDSCAPE ARCHITECT. i ~ , ' r- PP ~ / / / / / ~ / / 5EE WRAPPING DETAIL ® P\/\~
Cis p /
r o ~ ,r / / ~ / , / 4 ~ / / / / / / j MARK THE NORTH SIDE OF THE TREE 1 TREE PLANTING DETAIL ~\j~\j/\~ oo ~ a~ o ~ I ~ I ~ ~ %~~%/%~\/\~~%\\~9~
~ / ~ / r 3 ~f. / / / / / / , / i ~ / / TO ACE NORT~FiY~AiNTHE 31~ WHENEEVER D~I . r \ \ ` / - / , / / / / / / , / / / POSSIBLE. B&B TREES IN ALL SOIL TYPES ` ~C ~ ' ~ " .
? _ r' / / / / / / / / ~ . ? i ~ EACH TREE.MUST BE PL \ \ \ I _ I_- ! -1 '-I ~ LAYERLCH I i--~ I ~ I I-i ~ I-~ ~ I-f ~ ~ 775.0 ~H TREE.MUST BE PLANTED SUCH THAT
\ / j ~ THE TRUNK FLARE IS VI / ~ / / / ! , / ~ OF THE ROOT BALL. THE r ~ ~ ~ ~ / ~ SET TOP t 3 OF R00T BALL < 7RUNK FLARE IS VISIBLE AT THE TOP ~-1 ~ ~-I I I-t l ~~I ~ ~-_I I / THE ROOT BALL. TREES WHERE THE TRUNK ~ / I f ~
i ~ FLARE 1S NOT VISIBLE . C ; \ ~ ~ r '4r / / / ! i / ~ ~ 1 ABOVE GR DE. OT / / j MULCH RING 00 N COVER THE TOF IRE 1S NOT VISIBLE SHALL BE REJECTED. \ NOT COVER THE TOP OF 7HE ROOT GEO-TEXTILE ~ (~-I ~ I-~ I I-~ I ~-I ~
~ r' i i / / / I / ~ 6 FL D1AM. MIN. BALI WITH SOIL / / , , / 8 FT. D[AM. PREFERRED !L WITH so1L. LINER /
r / A / / / / ~j/ (4.I-I I ~-I I -1 ~ I-~ I ~--I I j SOIL 3NG
/ ~ _ ~ DEPTH PROJECT NUMBER
\ V/ , / / / ~ 1 1 1 / ~ ' ~ , 4 iN. HIGH EARTH SAUCER ~j ~4~..:nr~.Q~h.C.y%H~•, . r>N~rsvC.A~a;?nn,.'.~ Y:., ~iti.. ~s. a;u^~~:~~: ~ 771.75-774.75 2~Ov°g22~R, BEYOND EDGE OF ROOT BALL. ~p ~ 0 3" WASHED SAND V4! p it P~A
~ \ \ ~ \ 78Qr ~ / / ~ ' ~ ~ 2 1N. MULCH. DO NO PLACE \ ~ \ ~ / f ? ~ , MULCH IN CONTACT WITH TREE TRUNK.
~ / ~ J / ' ' I MAINTAIN THE MULCH WEED-FREE FOR \ ~ ' ~ ~ / ~ ~ / A MINIMUM OF THREE YEARS AFTER ~ REMOVE ALL TWINE, ROPE AND WIRE, AND d a" ~8 WASHED STONE ®A T E BURLAP FROM TOP HAlF OF ROOT BALL \ \ \ \\/~~\~I~/
:f" < ~ PLANTING
. ~,//i~///~/~/.~/!/.~!/.~ .~~/~~ERDRAIN _ FEBRUARY 2010
y F ' NOTE FOR DIMENSIONS \ i I PLANTING AREAS, TYPES OF SOIL if PLANT IS SNIPPED '\'l%\%\V"''`~\SYSTEM (MIN. 2" SHED #57 PLANT IS SNIPPED WITH A WIRE BASKET AROUND
c / I + AMENDMENTS OR SOIL REPLACEMENT, THE ROOT BALL, CUT AND FOLD DOWN 8 IN, \ i 'C r I 9s ' SEE "SOIL IMPROVEMENT DETAILS." HE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES STONE ENCASEMENT) La NO FOLD DOWN 8 IN, INTO PLANTING HOLE. ELEV. = 770.0-770,6 Sheet:
\ / \ 1 PLACE ROOT BALL ON \ i NOTE THIS DETAIL ASSUMES THAT THE OR TAMPED SOIL. ACE ROOT BALL ON UNEXCAVATED 2 TAMPED SOIL
PLANTING SPACE IS LARGER THAN 8 FT. SQUARE, OPEN TO THE SKY, AND NOT TAMP SOIL AROUND R01 MP SOIL AROUND ROOT BALL
I r - ' E COVERED BY ANY PAVING OR GRATING. BASE FIRMLY WITH FOO' 1 ' SO THAT ROOT BALL DC SE FIRMLY WITH FOOT PRESSURE _ THAT ROOT BALL DOES NOT SHIFT. Q HIGH WATER TABLE = 765 t FROM BORINGS

GENERAL NOTES (APPLY TO ALL SHEETS) o: 0 SIT
1. Limited sub-surface investigations have been performed at the site. The General Contractor is encouraged to perform additional
s o r ct f r s' a ai Contractor's AVE sub-surface investigations pnor to establishing hi c nt a price o ite grading. It shall be the G ner AVf /
responsibility to establish cut and fill quantities necessary to provide the final grades indicated on these plans. Fail material 1" OVERLAY TO / STA 6+85t ~ ~j I T
s l be vded b he General Contractor or excess material shat! be removed.dis osed of ~p~ SITE not available at the site ha I pro i y t / p ~ ti iITE EXISTING PATCH END ROADWAY °~ti~~' SEE SHEET 2 / o CONSTRUCTION ~ UGH Y 311
300 0 300 60 b the contractor at no additional cost to the owner. Furthermore, the General Contractor, w w Y P~~tiJ Q'`
„ , by way of establishing p contract price for site grading, has acknowledged that he Is aware of the ~ p ~P QP QP~~~~ N ~
A - 3a ~ ~ a SC . limited subsurface information and available frll material or excess material necessary to complete the work, and that his established o c, ~ of ~ wQ ° ~ SIT vQ v~ ~`O~~,qS R0~ ~ END SURE & GUTTER 8 RANDOLPH COUNTY -NORTH CAROLINA
~4bDU contract price is sufficient to .ensure the proper completion of the protect and conditions which may affect the work, including but n v~ ~ \q5 -""'CSC ~ restricted to those bearing upon transportation, disposal, handling and storage of materials; water tabiea or similar conditions at the site; S~ ~ 6+
' availabilit of labor, water, electric ower, roads, and uncertainties of weather; and the character of equi meat and facilities needed p Y P P k ~ o
preliminary to and during prosecution of the Work. Any failure by the Contractor to acquaint. himse{f with these facts will not relieve him ~o ~ ~ 311 a + I
from res onsibilit for estimatin ro eri the difficult or cost of successfuil erformin the work. The Owner assumes no responsibility = P Y 9P P Y Y YP 9 OWNER
for an conclusions or inter re#atians made by the Contractor on the basis. of the information, if any, made available by the Owner/ ~ Y P o ~ o ~ ~ SENIOR CITY OF ARCHDALE o ~ o~ ~ f F ctziin 307 BALFOUR DRIVE
Co a for shah be res onsible for an lama a to as or water i es ublic or rivnte sewers drains or culverts, railroad ar traffic ~ 2. The ntr c p y g g p p, P p ,
si nal cables tele hone or ower conduits, or other structures. When utilit Nnes that are to be removed are encountered within the area 9 P P Y VICINITY MAP / ARCHDALE NC 27263 MAP a ~ ~ ,
of o erations the Contractor shall notif the Owner's re resentative in am le time for the necessary measures to be taken to prevent P , Y P P ALE ~ s+ s,a 1 '
AU(IHfi PATH ~ ` i 'e on t e Ions. The exact NOT TO SCALE interruption of the services. Reasonable care has been. exercised in showing the location of existing util ti s h p
's o kn wn in all cases. The Con#ractor shall ex lore the area ahead of the rddin o eration b observations, location of such utilities i n t o P 9 9 P Y ~ SITt DATA
electronic devices, and b ersonal contacts with unlit cam antes, and locate such utilities in advance of the trenching or grading YP Y P o erations, and shall conduct his work so as to eliminate or minimize damage to the existing structures or utilities. / EXYSTING ZONING ~ O & t D.B. 1926 PG 2243
P 3. Vertical and horizontal reference points are available from the engineer, and are intended #o establish base lines for locating the principal components + STA 6+15t TAX PARCEL 7728302809
RECREATIOtI of the Work.. From this information the Contractors shall develop and make all detailed surveys needed for construction of all types. E._ END CURB & GUTTER STtE AREA ~ :96 AC.~ / DISTURBED: AREA ~ AC.t
Costs associated with the provision of construction lay-out shah be included in the contract price for the related work. s~0p ~ AVERAGE SLOPE: 59G
~ The Contractor shall carefully preserve bench marks, reference points and stakes. and, in case of willful ~ ~ DISTANCE: TO fL00D1NAY: 80D Lfs ~ Fl.O~ MAP ~ 3718772804 J
a or careless destruction, shall be char ed with the resulting expense and shall be responsible -for any mistake that may be caused by their 9
~ unnecessary loss or disturbance. o ~ '.i~ WATERSHE4: RANDLEMAN DAM GENERAL WATERSHED
~ 4. As indicated on Plan Sheet No. 5, the General Contractor shall be responsible for the provision and routine ? ? ? PRO,~CT IMPERVIOUS AREA SUMMARY
2~~ maintenance of erosion control devices, either indicated or required by Division of Land Resources Personnel, necessary to comply with the U"~ itESTR00MS ~ f 5'`• 5° CONCRETE WALK EXISTING IMPERVIWS AREA REMOVED: 18,001 S.F. ` PROPOSED .IMPERVIOUS AREA: 27,265 S:F
~ nes resultin from the im ro er rovision or maintenance ~ Sedimentation Pollution Control Ac# of 1973 and amendments thereto. Any fi g p p p NET INCREASE Of IMPERVIOUS AREA: 9,264 S.F
\ '1! ~ RANDOLPH of required devices shall be burdened by the General Contractor. COMMUNITY ~ ALLOWABLE ISA: (6~) 96 AC. = 5.7 ACt iY
5. The General Contractor shall be res onsible for conformance with aN current local, state, and OSHA safety codes. during all phases of the / Q COLLEGE ~ P / ° \ work. Contract prices established for the work shall include costs associated with the provision of safety equipment, and personnel necessary ~ ~
\ to cam lete the work, including. but not limi#ed to, trench bracing, and personnel licensed by OSHA as competent for evaluating soil stability. / / `
~ P 1 ~ ~ 6. The contractor shot{ provide a temporary barrier during construction to .prevent unauthorized access to construction areas. } .k
! ~ ~ ` The barrier shall be oran a hi h densit of ro ene mesh barrier fencin 4' ht. . y 9 9 Y P YP PY! 9( ) ~ ~ CHARLES & PEGGY BRILES
d ~ ~ ~ D.B. 934 PG. 193 j ~ .
ASEBALL ? PICK ~ ~ ~ SHELLER T-BAti. FIEtD ~ ~ ~ ~~_a
x
~ + e Gad x t;', ~ ~ N; r~'i fib,
e ~ ~
\ ~ 40
~ EX. POWER TRANSFORM C ~~iON TO REMAIN ( ) NER TRANSFORMER \ ~ MAIN) - i' `
i3ASE9ALL
O .TENNIS . ~ ~ ~ UG POWER '~G POWER ~ I
t~UR15 ~ a ® ~ 0
l~I7RT ~ ' IOR i611'lZENS ~ JANIE L. BROWN BEFORE YOU DIG!
~ FACILITY; TEXTURED ASPHALT D.B. 990 PG. 179 CALL 1-800-.632-4949
~ " ' COLOR COATING p p N..C. 4NE-CALL GENTER IT'S THE LAW!
1 ARCHDAiE' / Y1 .
LI9RARY ~ ~ CONTRACTOR TO PROVIDE CO PROVIDE CO YTS fOR ~ . 5° CONCRETE WALK
~ RELOCATED UNDERGROUND ELEC ~ I r OF: (4) 4 PVC SCH 40 PIPE. RGROUND ELEC CONSISTING 2s, ~ T 11 , , SCH 40 PIPE. PA ENT F~ 1 !J
I ~ ~ SHALL 8E IN ACCORDANCE WITH ~ J ;ORDANCE WITH THE U .PRICE. ~
~ I APPROXIMATE LOCATION ESTABLISHED IN THE BID SCHEDt THE BID SCHEDULE (TYR. S ET N0.
OF COLUMNS AND WALL i ......,e, BY OTHERS (TYP.) Y. - ~ A
N I CONCRETE .BETE °0 1 SITE P
-~---""`-------'S' Nlq~fi~jAY 311 i MEDIAN i~ I itAN
r~ \i~ WALK NCRETE 2 C /PRO
s ii I ~
NCDOT NOTES: I (
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND INCLUDE, COSTS ASSOCIATED CONTRACTOR TO PROVIDE CONDUITS FOR FUTURE
0 TROL PLAN. THIS PLAN SHALL I IRRIGATION SITE LIGHTING CONSISTING OF: + WITH THE PROVISION OF A DETAILED TRAFFIC C N ' NSTRUCTION 5EOUENCE AND 1 2" PVC SCH 40 AND 1 4" PVC SCH 40 PIPE ms o 1I
BE PHASED TO CONFORM WITH THE CONTRACTOR S CO i O ( ) ICE FOR REVIW AND AT THE SEVEN INDICATED LOCATIONS. PAYMENT ~ ° SHALL BE SUBMITTED TO THE FOLLOWING N.C.D.O.T. OFF I I o II ~ WHEEL ~ j ~ 5A 1 OSION CO OL P
VAL PRIOR TO ANY CONSTRUCTION ACTIVITIES: SHALL BE IN ACCORDANCE WITH THE UNIT PRICE APPRO N 8 OFFICE ESTABLISHED IN E BID SCHEDULE TYP. 6Z~ °
N.C.D.O.T.OIVISIO i TH ( ) ASHEBORO, NORTH CAROLINA 5~ 0 N CO OL LNG P
I 338-629-1423 I
PLICAB E °p 2. THE CONTRACTOR SHALL COMPLY WITH. ALL SPECIAL PROVISIONS AND STANDARDS AP A TO THE DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT APPROVED BY THE I ~ i/ " 5C P 3 G ~G OSION CO OL P ~4
N.C. DEPT. OF TRANSPORTATION. THESE CONDITIONS AND STANDARDS ARE INCLUDED IN THE;' ~ T G5 0 ~ < Q2' +0 a~ V ®®1~ CIV L
CONTRACT SPECIFICATIONS, APPENDIX 1, AND INCLUDE, BUT ARE- NOT LIMITED r
TO, TRAFFIC CONTROL/LANE CLOSURE, CURB AND GUTTER REMOVAL AND INSTALLATION ~ J STANDARDS, DRIVEWAY APRON STANDARDS. ~ ~l~
3. ALL MATERIALS METHODS OF INSTALLATION, TRAFFIC CONTROL AND'ANY OTHER 0Q PAINTED PERIMETER (TYP.} 1 = 1 DETER (TYP.) ~ ~ 7 D 0 P' jr; uc PowER ~
SPECIAL PROVISIONS OF THE ENCROACHMENT AGREEMENT SHALL BE PROVIDED BY THE CONTRACTOR 1 N.C.D.O.T. STANDARDS. ALL PAVEMENT MARKINGS AND SIGNS ALVIN I IN CONFORMANCE WITH ~ ANNALEE I Ii ~ , ~ 0 D
SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM HYDER ( a
TRAFFIC CONTROL DEVICES (MUTCD) & NCDOT STANDARDS. p S i II DE FOR STRIPING AND PAVEMENT MARKINGS WITHIN THE 104$, p~, 183 I APPROXIMATE LOCATION ~cATION FLOUNDER LANDING, L.L.C.
4. THE CONTRACTOR SHALL PROM (fI N.C.D.O.T. SHALL APPROVE STRIPING LAYOUT PRIOR TO OF COLUMNS AND WALL AREAS OF CONSTRUCTION ~ I i~ BY OTHERS (TYP.} D WALL 6~° ~ "r D.B. 201:1 PG. 1548
APPLICATION OF ANY PAINT. I y{< a !
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES, AND ~ I II SHALL CONTACT PERSONNEL 0~ -THE N.C.D.O.T. AND THE OWNERS OF ANY UTILITIES 5 DAYS I II ,t 5' ASPHALT STRIP
UCTION ACTIVITIES. I PRIOR TO ANY CONSTR AT I I~ 'f (SEE. DEMO PLAN SHEET 7)
6. CONTRACTOR SHALL RELOCATE EXISTING SIGNS, WATER METERS, MAIL BOXES, ETC. TH i ~ LOCATED WITHIN THE ROAD WIDENING -SEE GENERAL NOTES). ARE ( f- a ~
E DEVERSION MANHOLES AND RING°& COVERS SHALL BE OF TRAFFIC BEARING f EX. STORM PIPE 7 TH ~ i CONTRACTOR SHALL COORDINATE THE a G d
WITH NO FOREIGN STEEL USED AND SHALL COMPLY WITH NCDOT STANDARDS. I I ' EAREST ~ i ~ ~ REMOVAL/REPLACEMENT OF UNDERGROUND
THE LANE LINE SHALL TERMINATE A MINIMUM OF 4 FROM THEN LIMITS OF PERMANENT I ~ PART OF THE CROSSWALK MARKING.' I I DRAINAGE EASEMENT (T~) POWER LINES WITH DUKE ENERGY a (SEE SHEET 7) °
A MINIMUM OF 20' OUTSIDE OF NCDOT D.B. 1241 PG. 1807. I i ~ ° 9. DISTANCE FOR SIGN SMALL BE ® I i , u
RIGHT-OF-WAY. "'°°.--0 24` , 1 I i ' / LIMITS OF 14 X 70 ALTERNATE PARK ACCESS
~ SEE 18 SIGHT DISTANCE TRIANGLE J i ~ NGLE G ~ a I SEE SHEET 8 AND SPECIFICATIONS
LIMITS OF 10 X 70 ~~n NOTE 9 SIGHT DISTANCE'TRIANGLE ~ ` SECTION Na 1 FOR USE~RESTRICTIONS 4 ~ ~ C
t p r
I I DICAP 5' R W HAN HANDICAP / ` ~ RAMP (TYP.~ RAMP TYP. DEDICATION EX. Y.I. TO BE 'ION CONVERTED TO DIV. MH
r: o,
r ~ TIE INTO' EX. ` - _ ! } CONC. SIDEWALK I p , ~ ~ ~ 4 G C. 1~ 4' G C. S EWALK e
tom. ~ / GAS I W 3 GRi GA GAS---_. GA •r~w ' ~`b ` i , ~ t W/ 3 GRA S STRIP ~a• _ _ ~ Q
' ' ` ~ Q e ~ 5° CONC. SIDEWALK , a ~
_ SEE ° `
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CROSSWALK TRIPING EX. i8° '---w- ~ SEE SHEET = ~ -
CONVERT C.I. TO w ~ GAS GAS--,w "^--...."P'..''~..~~°'"' p
~ DIVER ION MH " I SEE NOTE 7 ` r ,,°,,;~Ck Y/ ~ GAS GAS-....: P ` a 0 1--_. ti : ~'s~' ~ ~ GAS GAS Q P p k <
" "i d~ %v ( ) SEE SHE o° SEE NOTE 7)
3 ° NA,9 DIVERSION MH = ~ , :p.,,,`~~,,*„_~;~.,. t Q4 CONVERT C:I. TO w1'"~~"~,-~°-~-5..'-Gas---. e
585 L.F. N t TO SHEAN DRIVE ~ - INTERSECTIO " - (SEE SHEETS-3~~-6) BEGIN NEW ,`."''".,,~,-Y-..t.~:.~ ~ G----__,,. ;
"_'-----N. (SEE SHEicT 4 - a (SEE NOTE 7) 4° CONC. WALK EX. CONC. WALK = ~ -.0 .C.
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OVERAIL SITE PLAN E PLAN 9REET No. o s. JAMESTOWN ENGINEERING GROUP, INC. oa
0 30'
30 20 10 30' 80' = 9 CONSULTING ENGINEERS m • v, ®-'----~9 117 E. MAIN STREET N o
SCALE: 1 = 30 30 G, < w p~~~ ad P.O. BOX 365 00 c JAMESTOWN, N.C. 27282 oN C in c. Telephone : [phone] N