20070193 Ver 1_Site Plan_20070121

- 1 M ! 1 cuerR CLIENT
2-6 3/4 DIA GALV BAR 1 O.C.
PRINCIPLE SPILLWAY STRUCTURE NOTES:
T, Roy couPUNC CONCRETE S7F2UCTURES: a. k, eM.' d -114h
4 ALL EXPOSEp EDGES ~ RISER CRES . ~ 3/ CHAMFER ~ ~ - ..y w?~~ REquiR~o 1. CONTR SHALL EXAMINE THE SITE AND VERIFY ALL EX CONDITIONS AND DIMENSIONS
. SHOWN PRIOR Td CONSTR.
2 1 /2 x2 1 /2 x3/8 GALV. ANGLE eou/NUT nss~ety 2. ALL SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWEC,. METHODS OF CONSTR AND
' ERECTION OF S'fF2UCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY.
M ~ . (4) $ ORIFlCES. .
» 3. ALL WALL F0017NGS ARE TO BE FOUNDED ON RESIDUAL-SOIL OR CONTROLLED
2 CLEAR 1 1/2 DIA. EXTEN BARS ~ i2 O.C.. DIA. EXTENSION ROD COMPACTED FlLL HAVING A MINIMUM BEARING CAPACIN OF 2,000 PSF. ACCEPTABLE /APEX HEALTHPLEX
' ~ EACH WA TYP. SOIL BEARING PRESSURE SHAH BE VERIFIED BY THE ITL IMMEDIATELY PRIOR TO FOOTING BUILDING
~ ~ BOLT UT ASSEMBLY sEMeLY PLACEMENT. NC HWY 55 & APEX PEAKWAY
2 FEMALE SOCKET COUPLING i 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE APEX, NORTH CAROLINA .
; ~ C.I. ASTM 126 C3O STRENGTH OF 3600 PSI AT 28 DAYS, UNLESS OTHERWISE" NOTED.
- NCDOT STD. ~ .
840.66 SEE 1 y DETAIL 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. DESIGN DESIGNER
SHEET C7.4
6. ALL DETAIL FABkICAT10N AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
s S7R000TRES" (ACI 315, LATEST EDITION). HDESIGN
2 ~ REBAR PO Box :.2697
. " 2 ti 7. ALL WALLS SHAD RECEIVE TROWEL FINISH. TOPS OF ALL WALLS TO RECEIVE A NONSLIP RESEARCH TRIANGLE PARK
~4 , pOUBLE DOWELS EACH SIpE OF OPENING 7 3 3/8 2~ ti~lti BROOM FlNISH. ALL EXPOSED CONCRETE SHALL BE WATERPROOFED AS SPECIFlED NORTH CAROLINA 27709
3 3/s" HEREIN. 7.919.460.6700
a N 2 KEYWAY W/WATERSTOP (TYP) - F.919.460.6733 www.bbh-desIgn.com
" ~ aOWEL ®12 o.C. NON-RISING EXTENSION STEM ASSEMBLY, PAINTING/WATERPROOFING:
4 OUTLET 18 OVERLAP) 2» SQUARE SOCK~ouPUNC 8. BLAST ALL EXP03ED SURFACES IN .ACCORDANCE Willi S PC-SP7 (BRUSH OFF BLAST). Omos,BeH (9) 0„ 2006, BBN Design, PLLC Duplication or reproduction by any means without the express written consent of BBN
BOTTOM OF POND BARREL ' C3.5 NOT N C3.5 NoT TO SCnI.E THIS PREPARAl1GN SHALL REMOVE ALL LAITANCE AND OPEN ALL SURFACE VOIDS. CARE °i~'~~010f SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SURFACE 8Y OVERBLASIING. oes~en,~tc on Mis ~cum areR. 9. APPLY A TWO C(>AT WATERPROOFING SYSTEM TO ALL EJ~:POSEO CONCRETE PER Design, PLLC is a violation of Federal and intemallonal law. The information contained
BOTTOM. on this document is the intellectual property of BBN Design, PLLC and all rights thereto are Reserved. For exceptions, refer to the Owner-Architect Agreement
~ : ~ ~.Q
MANUFACTURER~~ RECOMENDATIONS. RRST COAT: TNENEC SERIES 66-1255 CONSU EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FlLM THICKNESS OF 5.0 MILS. SECOND CONSULTANTS
3" CLEAR r ~ ,a~~.,. ~ ~ ~ ~ ~ ~`:~a T ~ _ . r .
t 1~ ~ t COAT: TNEMEC SERIES 66 HI-BUILD EPOXOLINE FINISH , APPLIED TO A DRY FlLM THICKNESS OF 5.0 MILS. THE MINIMUM DRY FlLM THICKNESS FOR THIS TWO (2) COAT ~ SYSTEM SHALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL 8E AS
8" SC, CL, ML SM FlLL COMPACTED w T ~ OF STANDARD PROCTOR . ~ ~ ~ ~:h~~ ~ ~A ~ wM ~ ~ : ~ . a 0 90 ©U407 Gorman St.
MAXIMUM DRY DENSITY. " - ,,Y ~ ~ BARS N 8 O.C. . ~ .d; ~ C.I. GUIDE (ASTM A1~ ~E AS7M A~26~ MANUFACTURED ~Y 'fTIEMEC COMPANY, INC., KANSAS CI ~Y, M0. COLOR TO BE SELECTED Suite 101
EACH WAY) ~ BY OWNER. W Raleigh, NC 27607 ,w
~ „ 1 M - ~ » d ' MISCELLANEOUS I - ~ 10. GATE VALVE SHALL BE FLANGE X FLANGE, .CAST IRON, RESILIENT SEATED, NONRISING ~,y> ~ i STEM TYPE CONFORMING TO AWWA C509, LATEST REVISI•~N. VALVE SHALL BE EPOXY
6 8 5-0 8 6 BM ASSOCIATES, INC.
ST 1"9 919-833-7336
+Fax: [phone]
COATED, INSIDE ANO OUT CONFORMING TO AWWA C550, "LATEST REVISION. GATE VALVE b r 5 www.bbmassociates.com
BF C3.5 NOT TO SCALE BRONZE BUSHING , SHALL BE SUPPGRTED ON EXTENDED BASE OF CONCRET: PAD.
i 11. NONRISING EXTENSION STEM ASSEMBLY WITH CAST IRON HANDWHEEL AND
- ~ ADJUSTABLE STEM GUIDE SHAI.~ BE BY TROY VALVE, TR{7Y, PA OR EQUIVALENT.. REGIS ~ PROVIDE POLYAMIDE EPOXY COATING TO ALL SURFACES. COATING SHALL BE REGISTRATION
i TNEMEC SERIES b6 OR APPROVED EQUAL. APPLY TWO COATS. EACH COAT SHALL BE
3-5 MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE TIkE. PERFORM SURFACE PREPARATION AND APPLICATION PER MANUFACTURER'S RECOMMENDATIJNS. PAINT COLOR TO
2a 1/4" BE SELECTED BY OWNER.
PROYiDE 2 BARS
SAME .SIZE CUT s~ 12. PROVIDE KEYED (PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE FOR %
' ~i ~ o0 u i~ r EACH STRUCTURE..
.I. BRACKET ii n C k,-
ASTM A126 a oa STEEL NUT/BOl t m. Nur/ear/wasN~ ~ 73. WATERSTOPS SH~4LL BE 6-INCH, PVC, DUMBELL STYLE 746 BY GREENSTREAK, ST. LOUIS, MO 24" MAX. OR EQUIVALENT. d. Ldp . •q ' ~R
: M M M t0° MIN. 14, OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1°-2" ON CENTER. STEPS SHALL BE
cQ M, 101 ffrdit117i8'1?a9
IN ACCORDANCE WITH NCDOT STD. 840.66. TRASH RACK HATCH TO BE ALIGNED OVER STEPS ANfS PLUG VALVE: S'iEM. ' . ISSUE
» p
4 4 ISSUE
1--~{_ i 12/06/06 ISSUE FOR CONSTRUCTION
i ~ i i
2
C3.5 NOT TO SCALE
5 HASP' 1 EA. WELD TO DOOR'S LEFT EDGE C3.5 NOT TO SCALE ILE STEM GUIDE 3/4• DIA GALV BAR B' O.C. ~
dt DOOR OPENING ARE TO LINE UP FOR PADLOCK.
MARK MARK DATE DESCRIPTION
1 ! U 2X3 ACCESS DOOR HINGED TO SWING P. PADLOCK
DOOR AND OPENING. TO BE REINFORCED AS 12 C.I. HANDWHEEI NEEpED.
IMBEDDED CALV ~/6 BAR 1 . PROJE z ~/z• ~A~v. CAD FI ~ EXP. BOLT 18' O.C PROJECT NO: BBH001.000
CAD FILE:
PEAK 'TRASH RACK z ,12•x2 ,iz•X3i8• oRaw ' RISER CREST: 385.50 ? ~ GALV. ANGLE CHEC H~~ 8, 6q SCALE: DRAWN BY: BWD
T 3/4 DIA GALV BAR WELDEp 0
"x2 1 2"x3.8" GALV. ANGLE m 1' CTS. 2 1/2 / X CHECKED BY: AMM QC BY: AMM
AD~ISTABLE STEM GUIDE SCALE: AS INDICATED
SEE DETAIL THIS SHEE ( ~ cp g ~ DATE: DATE:
O C3.5 NOT LO SCALE
ao 7" CIFAR IlCV DI VCV 01 AM
2» ORIFICE 45' BEND OUTLET 2» DIP I " TYP. 2 DIP WALL PIPE
BARREL n
ORIFICE 1.
8» DUCTILE IRON Twy
i POND DRAIN i
CENTERED ON OUTLET BARREL 00 i NCDOT STD. 840.66 SEE DETAIL SHEET
Y Y 7.4 $ ; C
n i _ NR EXTENSION STEM = a
CZ4 (SEE DETAIL THIS SHEET) HEET) A. P BARS 012 O.C. b EACH WAY}
u 0 ~t
8» DIA PLUG VALVE i s
i i
- DIP (FLxPLAIN END) - wwewwwwwwww D.I. WALL PIPE
DIA=8» ? ) F'LxPLAIN END) DIA=8"
r? N
1 /2 x1 /2 WIWM WRAPPED OVER OPENING APPED DOWEL 12 O.C. 18 OVERLAP)
NCDOT STD. 840.66 SEE BOTTOM, 372.00 it-of BARREL INV:
DETAIL SHEET C7.4 ao The signatures below certify that this sheet has been reviewed and pp roved roved saidY " 1-O MIN ~ . * 's ~ . • , _ per the certification signed on the cover sheet of these construction plans.
-r.4- 3 CLEAR: .
» _ SHEET ,:r F y g t gr ~t. # r CM - Engineering Date Public Works Env. Programs Dote SHEET TITLE
BARS m 12 O.C. SC, CL, ML, SM FILL COMPACTED ITED
EACH WAY) TO 90X OF STANDARD PROCTOR 10 X
MAXIMUM DRY DENSITY. r ti; w ~a, CM - Transportation Date Planning Date BARS 0 O.C. STORMWATER.
1'-6" 8" 5'-O 8 6 x~ x~10h EACH WAY)
19-6" 8" 5'.0" 8" 6" CM - Building Inspections Date Planning - Transportation Date LS POND DETAI
ELAN 15" MIN LAP Public Works - Water/Sewer Dote Fire Date
C3.5 NOT TO SCALE '1 -
C3,5 NOT TO SCALE Public Works - Electric Date Parks. Recreation do Cultural Res. Date
Public Works - S&E Dote
C3.04

La TYPE STONE ~ CLIE \ ~ CLIENT
CONSTRUCTION SEQUENCE
A 3 A
t. JNSTALI EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN. r~~~~ . . ~i~ ~ vim' ~ ~~~_Si
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. ~ ~ o s o e: o$e ~ ° e Ila 11h
2. COMPLETE THE OUTLET STRUCTURE AND EARTHEN DAM p o 0 0 0 0° °oe 3 ` o o 0 0 0 0°0 . ~
AS DIRECTED BY THE OWNER'S. ITL. o , o poop . _ ~ \ ~ ~ I ~ 1150.59'
ooO~°°o°
_ 3. FOLLOWING EXCAVATION OF THE POND, THE CUT SLOPES ~ ~ °OO SECTION A-A ~~~R BLANKET 4NKET , , I ~ I i ~ ~ } - ~ ~ - \ ~
AND POND BOTTOM SHALL BE WSPECTED BY-THE 006 ~ 1 ~ . ' , E l ~ $ I ~ 11 ~ ~ i~1 ~ X APEX HEALTHPLEX
GEOTECHNICAL ENGINEER. W AREAS THAT HAVE (AMOCO 2006 SANDY SOILS EXPOSED, THE CONTRACTOR SHALL- ~ OR EQUIVALENT)
UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE (OUTLET TO FLAT AREA BUILDING
YYITH ONE FOOT OF CL, ML & MH (CLAYS & SILTS) ' NC HWY 55 & APEX PEAKWAY
OBTAINED FROM CONTRACTORS'S OWN .SOURCES. THESE SOILS D W1 W2 La T D50 ~E STONE APEX, NORTH.CAROLINA
SHALL BE PLACED AND COMPACTED TO 90% OF STANDARD 30" 26' 8' 23' 20" 12" CLASS
PROCTOR MAXIMUM DRY DENSITY. (ASTM D-698) x o ~ ~ y oES~~ DESIGNER
4. STABILIZE ALL DISTURBED AREAS WITH PERMANENT VEGETATION AND OUTLET PROTECTION: SEE TEMPORARY SEEDING SCHEDULE
oN sHr c~.~. O .OUTLET PROTECTION DETAIL HDESIGN'
PO BOX 12697
5. INSPECT ALL EROSION AND SEDIMENT CONTROL NOT TO SCALE . ~ RESEARCH TRIANGLE PARK
MEASURES WEEKLY AND AFTER RAINFALL EVENTS. NORTH CAROLINA 27709
PERFORM NEEDED REPAIRS IMMEDIATELY. - 6. ALL WORK AS PROPOSED SHALL 8E INSPECTED. i f $Y THE OWNER'S ITL, ENGINEER AND APPLICABLE- ~ AO REGULATORY AGENCIES PRIOR TO ACCEPTANCE. , ~ ~ 7. UPON FINAL ACCEPTANCE, REMOVE ANY REMAINING EROSION ~ ' ~ .AND .SEDIMENT CONTROL MEASURES. CLOSE BOTTOM -DRAW ~ ~ ~ TOP OF EMBANKMENT i ' \ \ ~ C ~ \ 79 \ 7.919.460.6700
F.919.460.6733
www.bbh-design.com
o , A I ' C~ O / ~.~c'~ Q 2006, B ~ ~ W CO 2006, BBH Design, PLLC
Duplication or rwoductlon by any mans without the express wd ten consent of BBH
~~v BAq(FlL.I-. SEE DAM- Obi ~ I 1 ~ \ O/ oe~9 i SECTION DETAIL, iH15 SHT. N ~ l ' ' \ ~ °"~'~d0Q1 ~ ' \1 ~ \ \ ~ ~ / \ aeResene ~~J / Design, PLLC is a violation of Federal and international law. The Inkrmallon contained on this document is the intellectual property of BBH Design, PLLC and all tights thereto
are Reserved. For exceptions, refer to the Owner-Architect Agreement
VALVE, PADLOCK AND PROVIDE KEYS TO OWNER. ~ ~ ~ t, ~ f'
~ ~ ~ CONS f °--EMBANKMENT SEE DAM I I ` ~ ~ ~ J96 CONSULTANTS
/ ~ SECTION DETAIL i~}, THIS SFIT. ~ ~ ~ I ~ ~
NOTES KEYED. TO PLAN. ~ ~ f' `f ~O $ "O' sU~ 407 Gorman St.
OA NEW PRINCIPAL SPILLWAY STRUCTURE SEE DETAIL SHT C3.4. : ~s ~ ~ ~ ~ z Suite 101.
~ ) ~ ~ \ wl Met NC 27607
OB PERMANENT OUTLET PROTECTION. SEE DETAIL- ~1 THIS SHT. ~a ~ ~ . ~ ~ BBM
ASSOCIATES, INC. b
O PERMANENT FOREBAY, SEE DETAIL ~4 AND PLAN VIEW THIS SHEET. f ~ ~ ~ . ( ~ 4 ' ~ J ~ 19" 47 919-833-7336
~ CONCRETE PIPE BEDDING ~ ~ 2500 PSI 28 DAY SiREN67H ` Fax: [phone]
r ,s~`~.. ~ °'e~ SLUMP 6" TO 8' ..a°F ~~?,~s ~~~f~~ ~ ~d~ ,a R ? 7 5 www.bbmassociates.com
24• 24• COMPACTED SUBGRADE 12` O.D. OF PIPE 12' PE 12' \ / ~79 ` ~ ~ 1 ' I REGISTRATION
MIN MIN MIN MIN STORMWA7ER POND OPERAl10N do MAINTENANCE SCHEDULE MIN \ ~ ~ I ~ REGIS PIPE BEDDING ~ \ ~ \ \ ~ ~
~escRianoN ~~o~ FxEQUENCr sensoN 2 ANTI -SEEP COLLAR 3 CONCRETE P (P E x O
EMBANKMENT ~ l
INSPECT AND REPAIR wSUA1. ~ ANNUAU.Y qLL NOT TO SCALE NOT TO SCALE ~ v 11~~ CAP,
EROSION /ANIMAL NES7INGS
OU'RET STRUCTURE ~ \ / 390 I ~ ~ ~ M ~ .ra ~ M
ie w.
uEeRis / oesrnucnorrs ~ eY Haroo - n~ EacH RaNFnu qu. POND DESIGN DATA MP Ms . .w
FoREenr DEeP Porn. DRAINAGE AREA: 7.20 ACRES
IMPERVIOUS AREA: 5.20 ACRES (72.29) SEDIMENT /DEBRIS. BY TRAgC HOE WHEN FOREBAY IS ALL rrrrrrrct~
ty2 Fuu. eY oEPn~ ~ PERMANENT POOL SURFACE AREA ~ ~
ISSUE
REQUIRED: 9,346 SF P~~ PROVIDED: 11,487 SF
REPLACE ANY DEAD OR SEE PLANTING TWICE PER YEAR MAR 15 -APR 30 12/06/06 ISSUE FOR CONSTRUCTION
oisEnsm vECernnoN sPEaFlCnnoNS ocr i -Nov so STORAGE FOR 1" RUNOFF 01/15/07 CONVERTED POND TO WETLAND
CoNS~DERED BEYOND. REQUIRED: 18,288 CF GRAPHIC SCALE
rnEAi?~ENT PROVIDED:. 19.046 CF o ,s ~ ~
TREAT ALL DISEASm MECHANICAL WHENEVER NEEDED ALL TOTAL VOLUME OF POND
PLANTS NOT TO 8E REMOVED OR BY HANG TO EMBANKMENT ELEV: 62,341 CF
WATER PLANT MATERIAL 8Y HAND IMMEDIATELY AFTER N/A TO NORMAL POOL ELEV: 23,568 CF (rx~r)
.AND END OF EACH -DAY COIAPLETION OF FoR ~a coasECUnvE PRO~ECr 1 YEAR STORM PRE): 2.25 CFS 1 inch = 30 ft
DAYS AFTER PLANi1NG 1 YEAR STORMPOST): 1.56 CFS
.REPLACE SUPPORT BY HnND ONCE PER YEAR BRING 10 YEAR STORM (PRE): 10.69 CFS MARK DATE DESCRIPTION
STAKES 10 YEAR STORM (POST): 10.97 CFS
REPLACE DEFlCIENT BY HAND WHENEVER NEEDED ALL PROJ CAD F DRAW CHEC SCAL DATE: PROJECT NO: 13131-1001.000
STAKES OR WIRES
CONTRACTOR SHALL BE RESPON~BLE FOR MAINTENANCE UN71L SUBSTANTIAL COMPLETION CAD FILE:
AT WHICH 17ME OWNER WILL ASSUME MAINiEP1ANCE RESPONSIBIUiY. DRAWN BY: BWD
LANDSCAPE WARRANTIES SHALL APPLY TO STORMWA7ER POND PLANTINGS. CHECKED BY: AMM QC BY: AMM
SCALE: AS INDICATED
DATE:
KEY P EMBANKMENT KEY PLAN
OF CL, ML & MH (CLAYS & SILTS) OBTAINED TOP OF EMBANK OR C
SEE SHEET C301 FOR WETLAND EMBANKMENT FILL MATERIAL SHOULD CONSIST 'S OWN SOURC ELEVATIONS FROOMMPACTED T0O95ASTANDARD PROC ORES ELEV = 386.00 386.00 m, 5N1"r<<
The signatures below certify that this sheet hae~ been reviewed and approved solely
MAXIMUM DRY DENSITY ASTM D-698. EMBANKMENT IENT per the certification signed on the cover sheet of these construction plans.
PLACE IN 8" LIFTS. 10'-0"
PRINCIPAL SPILLWAY
SEE DETAIL, SHT C3.4.
CM -Engineering Date Public Works -Env. Programs Date i F5
RISER CREST
ELEV = 385.50' PERMANENT FOREBAY PERMANENT POOL
ELEV = 379.00' ~~~ELEV = 382.00' ~M
CM -Transportation Date Planning Date
Ns.
2 OUTLET PROTECTION
3:1 SLOPE 5:1 SLOPE ~ SEE DETAIL 1 THIS SHL ~FES CM -Building Inspect+ons Date Planning -Transportation Date
5:1 SLOPt 5:1 SLOPE
RCP OUTFACE BARREL
3.1 SLOPE 3;1 SLOPE ELEV = 381.75' 3:1 SLOPE ELEV - 382.75' DAP O FOLLOWING EXCAVATION OF PONDS,-THE CUT SLOPES AND POND ANTI-SEEP COLLAR LENGTH DIA = 24"
LENGTH = 120 LF Public Works - Water Sewer Date Fire Date SHEE UPPER INV = 379.00' SHEET TITLE
BOTTOM SHALL BE INSPECTED BY THE CITY OF DURHAM. IN BOTTOM ELEV = 379:00' SEE DETAIL 2 THIS SHL UPPER LOWER INV = 378.40' CONSTRUCTED
AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR LOWER SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WITH CONC PIPE BEDDING SLOPE SLOPE = 0.59
ONE FOOT OF CL, ML & MH (CLAYS & SILTS) OBTAINED FROM SEE DETAIL 3 THIS SHT. Public Works -Electric Date Parks, Recreation & Cultural Res. Date rr WETLAND DETAILS,
CONTRACTORS'S OWN SOURCES, AND COMPACTED TO 90% OF R( RCP SHALL BE IN ACCORDANCE WITH
STANDARD PROCTOR MAXIMUM DRY DENSITY. (ASTM D-698) ^ DAM SECTION "M CONTRACTOR TO. APPLY 2-3 INCHES OF LOOSE TOPSOIL OVER ASTM C-76 (LATEST), CLASS III, WITH
"0" RING RUBBER GASKET JOINT Public Works - S&E Date
WETLAND PLANTING AREAS. CONTRACTOR TO OVEREXCAVATE TO NOT TO SCALE MEETING ASTM C-443.
A DEPTH COMMENSURATE WITH THE TOPSOIL LAYER.
C303
- -

CLIENT CLIENT
s~~ BENCHM END/TOP BENCHMARK
~"R~ APX HADDON LLC END/TOP OF SHAgCLEFORD-BUNN PEAKWAY SQUARE LLC
36"RC HADDON HALL LIMITED ELEVATION= PARTNERSHIP
ELEVATION=391.72 DEVELOPMENT CO LLC C/0 MCCOY HC+LDINGS PIN X0742033700 PIN X0742847456 PIN #0742041210 ~Q DB. 10403. PG. 0488
PIN ~7429428B8 D& 09857, PG. 2735 ry j j D8. 11712, PG. 2473 WakeM d
DB. 06032, PG. 0883 RIM=394.0 ~IN=386. v RIM=395.7 RIM=395.7 SIN SW -388.1 7 ~ RIM=4s,z,Z_ RIM=411.1
IN=4~- / IN=387.5 ~~IN(NW)=389.0 IN=391.0 ~ IN=394.6 /
~~~RIM=398.1 UT=387.2 I~~OUT=387:9- OUT=389.3 24"RCP'=~_ OUT=394.5 4„R P OUT=401J j
' OUT= 90.8 ~ / / ` ~ / / / /
~
APEX HEALTHPLEX
~~I~%~~~ ~ ~J ~ it ( SWAY 55 ~ ~I~~-~_ f~ ~ ~ \ ~ BUILDING
c c ~ , ZINC HIGHWAY \ H 100' PUBLIC R/
H ~ - r - - i --~'.1~~ ' i 3sa. ~ ~ NC HWY 55 & APEX PEAKWAY
- ~ ~i~ ~ 544 351"E / ~ APEX, NORTH CAROLINA
_ _ ~r ~ ~ ~ ~ , ~a~ Q(GRID MONUMENT" "FUNERAL')
.DESIGNER
f \ • • • ~~j•p~ • ~q .iSwN~ j~Ni PINE PINE ~ \ 4 9"POP , I~.~~ /i _ j. / _--~~-,2-~~--••-. s:EOP_Arr_~° K y5 ?t . ' . . rp~1~~ ~ ' - / / C~Q.9998939 (PB 2000 PG
` ~ ~ 'PI -I 'FWE ~ ~ ~ 8" E ` ~~J 72"PINE ' 13"PINE 14"PINE -g,"~ \ 12"PINS, 71,.,_"PINE 10" I E 77 PI ~ ' ~ - ~ ~5"PINE ~ / 8,~\NE r 72"PINE MAC ~ ~ "P,ME ~ ~ ~ f~/'- 18"RCP Ft ~~~~ggg~~~~_._--'"__ 1589)
• ~ 1 B-. --eJ'Plly ' -t0:¢IM~ 7 PI E - ~E~71°OAK ~ ~ P _ IN i IE 7 i RIM=414.9 ~ HDESIGN
~ ' ~ ~ M 72"PINEa P-._1~`~E\_\~~~S~NEr~~- _74"PINES O_~_..,`_ _~-~WNE' ~ ego ~ ~~S - - i i PO BOX 1.2697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709.
7.919.460.6700
F.919.460.6733
~ \ RCP ~ F . ro Q'/ ~,~ry \ www.bbh-design.com.
p ~ ' ~ ~ I I ~ ( ~ / I BANK OF AMERIOCA NAl10NAl Qc 20U6.BB \ ~ ~ i I ~ I I ~ ~ ~ AssodA~noN o~vr ~ I I ~ I / / / / C/0 DELOITiE do TOUCHE 'S Desgn~ PLL / / / , / PIN X0732938594 % on his d«a *io ~ l~ j ~ ~ I I I ` o ~ I / / soM 2000. PG. 1589 j ~R ~ \ ~ / I I I a Q 2006, BBH Design, MC
m X379 , ~ \ ~ \ Duplication or reproduction by any means without the express written consent of BBH Design, PLLC is a violation of Feder and international law. The information contained
~.~j ~ ~ ~ on this document is the intellectual property of BBH Design, PLLC and all rights thereto
are Reserved. For exceptions, refer to the Owner-Architect Agreement
~ o ~ ~ ~
~ ~ ~ / ~ ~ I ~ I I \ ~ - \ % 11 ~ i CONS \ ~ \ ~ ~ ~ \ IN=415.8 ~ ~ ~ CONSULTANTS
Y ~ is ~ ~ ~ ~ ~ ~ ~ ~ r ~ \ ~i%~- ~i ~ ~ OUT=415. RI 9 {1'~ / d s~ 407 Gorman St.
A-V~ © Suite 101
w Raleigh, NC 27607
BBM
ASSOCUTES, INC. EST. 19'" 919-833-7336
\ \ ~ ` / ~ / / / / 24 RCP = _ - ~ ~
Fax: [phone]
it r 5 t www.bbmassociates.com
REGISTRATION
B ~ , , i is i i 1 ; / i ~ . i ~ ~ ~ % % / RisER I " ~ ~ ~ ~ ~ I ~ l l I l ~l~" ,.--43a---~ ~a"' REGI ~ / / ~ roa_aiz.s I ~ ~ 1 ~ ~ 1 I l TE BEN ~k ~ ~
h; ~ / , \ , I I / \ ~ TO ~ TO I ~ ~ ~ OUT-403403.0 ~ J ~ / /ELEVATION= ,P7i37~ ~ j
/ BOTTOM I I I I I ~I ~ STOP FL ~~F~ I/ .
T i i i l i ~ I v i i i ~i~ _ ~~E ~~°Ti TOWh~ ~FNERAL NOTES
o~ ~ \ rr. / I j I 1 ~ 1 / ( ~ I ~ A B1 ~ ~ I EX. PONDI ~ N -412.4 ~I 2~.,R~P j l . ~ NO SITE: 1~EVELOPMENT ACTIVITY INCLUDING BUT NOT 71
~ I I ~ RiM=a2T. -~4 ~RgP UMITEO TO TESTING, CLEARING, INSTALLATION OF S&E ~ ~ I ~ i ' 1/ ~ / IN=413.6 RIM=426.6 ~7 MEASURES, OR GRADING, SHALL OCCUR UNTiL REQUIRED m
~ ~ ~ ~ i i i ~ ~ ~ i ~ ~ i i ~ i ~ ~ I ~ / -0UT=.413.1 ~QUT=415.8 / / / ~
I ' B llI l I~,~l / j ~ ~ ARP O'!'ECTION FENCINGINSTALLATIONAP MITNMAY SBE CTED
/ ~ ~ ~ l ~ / ' ~ F \ \ ~ ~ - ~ ~ OBTAINr_D AT THE PLANNING DEPARTMENT OR BY CAWNG
` 1 \ ~ - _____~i~ ~1/~/ 11 / / 919 249-3426. '0 ` f o
~ _ _ - _ i i ( 2. PROTE:710N FENCING MUST BE PLACED A`.NAY ~nM ANY
~ - _ _ _ - ~i jJlj~~ / ~ / SAVED TREE ONE FOOT FOR EACH INCH OF TREE CALIPER. ~ - - % ~ f~/ Qs~ ~ PROTEL;710N FENCING `MUST BE PLACED AT 'LEAST 10 FEET
~ ~ - - ~ ~ I I AWAY i~'ROM ANY FROM ANY OTHER DESIGNATED RESOURCE ISSU \ '+18 ~ Q ~ / CONSEE2VATION AREA, SUCH AS BUT NOT LIMITED TO ISSUE
~ ~ ? / ~ / I I ~ I ~ ~ ,~0 ~ / ~ / HEALTHPLEX ~ A \ ~ ? ~ ~ ~ / / / / I j i ~ ~ ~ ~ I 85.559 SF ~ ~ \ -a22 424_-r-~'/ / V / HISTOPoC BUILDINGS AND. STRUCTURES, WETLANDS, AND 11/30/06 ISSUE FOR CONSTRUCTION
~ ~ ~ ~ 42s~ - ~ / / ~ PONDS. PROTECTION FENCING MUST BE PLACED ALONG Q 1/18/07 REVISED BUILDING SIZE
~ dil ~ ~ 42 ~ _ I ~ XQ ~ ~ THE OUTSIDE LINE DF THE 100-YEAR FLOODPLAIN, AND e J ' THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER. ADDITIONAL
~ 4 ~ Cp ~ ~ ~~I ~ ~O ~ I~'I~\~ PROTEC110N FENCING MAY BE REQUIRED IN OTHER ~ ~ \ 24"~~r' ~ ~ Qrn ~ y~~ ~ LOCATIONS CLOSE TO CONS7RUCT10N ACTIVITY WHERE IT IS
e ~ q ~ ~A ~ p` ~ ? ` d ~ ~ i~(M DEEMED NECESSARY BY THE ZONING ENFORCEMENT
SANDRA L CULPEPPER ~9 ~ I I~ ~ J% ~ / N ~ I 7 ~ ~ DB 3228 PG 184 E 7 ~ ~ „~-43~~ OFFICER; SUCH AREAS MAY INCLUDE BUT ARE NOT
~ ? ~\'I y I~~\ LIMITED TO COMMON PROPERTY LINES OR NEAR PUBLIC
o8a2 Ps4-s2s~ / j ~ I / / I ais. ~ a~ a I I( ~ ~ ~4 ~ ~ - ~ ~ ~ AREAS SIDEWALKS. ETC.
ZONING: 0 & i ~ IA 66 I I G~ ~ / r ~ ~ - ~ j j ~ ~ 8~~ ,2 ~~°~`,3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH MAR ~ ~ ~ ~ / i - ANY RETAINING STRUCTURE SHALL NOT ENCROACH INTO MARK DATE DESCRIPTION
A , ~ ~ ANY REQUIRED BUFFER OR PROTECTED AREA (SUCH AS pRO ~ ~ ~ 1'- ~ s• 4 .o ' a ~ j BUT NAT LIMITED T0, RCA. AND CRITICAL R00T ZONES OF PROJECT NO: 13131-1001.000
3~ ~ ~ 4 ~ ~ q I`' A 1 TREES, PUBLIC U1ILITY EASEMENTS AND RIGHTS-OF-WAIF, CAD Q ~ ~ 4 l I III AND SHALL BE CONTAINED ENTIRELY ON SITE. p~ ''F RG ~ _ ~ 43" ~ -5 4, SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL CAD FILE:
DRAWN BY: BWD
~ I titi ti~ I / 1 ~ ~ ~!1~ ~ cu ~ ~ ~ ~ ` REQUIkMENTS SUCH AS BUT NOT LIMITED TO PLAY FlELDS CHE •a AND CREENWAY TRAILS AND ITEMS TYPICALLY ASSOCIATED SCA ~ X40 't / cn T WITH rFiEM (BENCHES, TRASH CONTAINERS, SIGNS, ETC.) CHECKED BY: AMM QC BY: AMM
SCALE: AS INDICATED
NOTES KEYED TO PLAN ,4,~~ ~ ~ A 414. I J ~ ~`ryb ~ ~ j ~ l i • ' ~ 4 4
~ ucw rti iaa iNi FT SFF ~ TAIL SHEET C702 ! Ia s l i J ~ ~ / / /~3s_ . -ice ~ ~ ~ - MUST MEET ANY APPLICABLE STANDARDS FOUND IN THE DAT / q ~/-/i- s . III 1 e- •..n DATE:
B5 A OrPa~ UWN UY AYt)C J I HIVUHrtv ~r«.irwr~ ~~viv~ rm.v
B NEW FLARED END SECTION*.....,. -tr l CONSTRUCTION DETAILS AND THE REQUIREMENTS. OF THE KEY PLAN
pPLAR 1 / / / Q r A 8 TOWN OF -APEX PARKS AND RECREATION DEPT. K~
TREE PROTECTION FENCING, SEE DETAIL SHEET C701. C NEW ~ 437.0 ~ 5. RETAINING SYSTEMS PROVIDWG A CUMULATIVE VERTICAL
STRUCTURE. SEE DETAIL SHEET 03036 / •0 RELIEF GREATER THAN FIVE FEET IN HEIGHT WITHIN A
# NEW RISER BARREL OUTLET D ~ A HORIZONTAL DISTANCE OF 50 FEET OR LESS, INCLUDING RETAINING WALLS AR MECHANICALLY STABILIZED EARTH
NEW NATURAL GREY RETAINING WALL. DESIGN BY OTHERS. A ~ f 12'"1 4 32 WAILS SHALL BE DESIGNED AND CONSTRUCTED UNDER THE
STRUCTURAL LIMITS OF RETAINING WALL. APPROXIMATE AREA OF F ~ 1 / A A6 asB RESPCENSIBLE CHARGE OF A REGISTERED PROFESSIONAL
SEE SITE RETAINING, WALL. DETAILS FOR DIMENSIONS ENGINEER AND COMPLY IN ALL ASPECTS WITH THE NC
RIP RAP 9 INCHES THICK, 4 / C110N TO BE CLASS A ~ . G OUTLET PROTE ao / / BUILDING CODE SECTION 1610. RETAINING SYSTEMS MEETING
A ONG THE TOP OF BANK OF DITCH. / AND SHOULD EXTEND, L 5 LONG, THIS ,(:RITERIA WILL REQUIRE A SEPARATE BUILDING PERMIT PRIOR TO START OF WORK.
WN OF APEX CONSTRUCTION, EASEMENT FOR FUTURE 4 TO / y /
OWIDENING, OF HWY 55,
15"GU s. A A3 1 / r
t.inelD Pipe Side Pipe terrgth Material Invert pn Invert Up TOC Elev Up Cover. A 430 / (m) (8} 18) (0) (8) (8) /
200 rp AI-A2 15 26 RCP 424.62 424.75 428.50 s /
A2-A3 15 28 RCP 42428 424.42 428.50 2.33. 7 j 42$.0 A3-A4 15 70 RCP 423:73 ' 424.08 430.50 4.67 V\oo
A4-A6 15 26 RCP 423:40 423.53. 43250 722 435.0 A Al A5-A6 15 69 RCP 429.35 43120 43550 255
434.10 895 \ Ark`" A6A6 18 106 RCP 422.62 423.15 215 14"GLW A A5
A7A8 15 70 RCP 430.55 433.10 437.00 A$-A9 18 145. RCP 421.69 .422.42 435.40 10.98 / % /
A9A10 12"GUM g" 24 44 RCP 420.97 421.19 434.30 10.61 8" l ,r A10-A11 24 .151 RCP 419.72 420.47 434.80 11.83 GUM D D L
.411.412 18 36 RCP 428.30 428.70: 432.50 1.80 12" ( I \ r'~ .412.413 18. 140, RCP 425.30 428.11 432.50 239 The signatures blow certify that this sliest has been reviewed and approved eddy per the certification signed on the cover en~t or these ~scr,cc~ plans'. SHE
.4 8.42 433.35 12.43 ! Pi A13-FES 24 85 RCP 412.48 t N/~ SHEET TITLE
81-B2 15 85 RCP 408.13. 408.55 41230 200 1 ~ 4.f9.00 , 82-03 15 1$5 RCP aoT,OD 407.93 416.60 6.93 GEORGE W. SIMS JR. . 15"1 .403.95 406.30 415.10 7.05 5"MAPL CM - En9ineam9 Date Public Works -Env. Pro9r'ams Date
1134-1136 Ba 15 7o RCP . 15 45 RCP 398.40 403.48 408.70 3.48 DB 3207 PG 985 11"GUM w( • - / SITE GRADING'
856 15 26 RCP 401.82 401.95 405.70 200 BM 1981 PG 519 86.88 15 253 RCP 386.80 39821 405,70 5.74 PIN# 0732-84-7050 °
387.05 390.80 2.00 • '87-B8 15 26 RCP 386.92 ZONING: 0 & I CP.• 88489 18 TT RCP 363.E 386,39 390 0 2.41 ~ ~ 5 rs / LOT 6 CM -Transportation Date Planning Dote PLAN
26 RGP 382.97 383.10: 388.10 ~ A E 8 89.610 24 z 50 4~ . ~ 382.15 388.10 3.45 ( -;Ox UB 11008 PG 2467 ~ BM 2000 PG 1589
810-FES 24 30 RCP 382.00. C1-C1 15 44 RCP 409.05 409.98 414.00 227. PINS 073276933846 CM - Building Inspections Date Planning - Transportation Dote
C2-C5 15 167 RCP 406.40 408.32 413.40 3.33 E1 A . / C3-C4 15 47 RCP 406.60 4015.75 410.50 zoo G B AREA=4.6341 ACRES ZONING: 0do I Public Works -was/se.,a Date F~ Dace
C 4-C5 15 19 RCP 40620 406.40 410.50 235 436.5 i C65--CT 15 178 RCP 396.75 404.64. 410.40 4.01 GRAPHIC SC C6-C7 18 20 RCP 397.90 398.00 402.00 .2.00
C7-FES 18 135 RCP 384.00 395.18 40200 4.82 50 0 25 50 100 200 Dl-D2 15 33 RCP 382.34 382.50, 386.00 1.75 8"GUM 15" E ( Public Works - E.ectric Dote Parks, Recreation 8 Cultural Res. Dote
p2-FES 15 20 RCP 382.00 .38210 386.00 215 12" PINE . M'? . 12"G U Ei-E2 15 36, RCP 433.07 43325 437.00 200 12"PINE
91 RCP 43200 43296 437.00 229 9"PIN / E2-FE5 : 15 r G1-G2 15 19 RCP 387.00 388,50 393.80. .3.55 rK ' 14"PI / l Public Works - SRE Dote
G2-FES 15 78 RCP 380.00 386.10 393.80 5.95 11 "PIN / 1 inch = 50 it« • "
19"GUM(DBL) 1 PINE
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SI BENC END/T HADDON HALL LIMITED 36" PAR'MERSHIP ELE4ATIO PIN X0742942868 SITE CLIEN CLIENT
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C A ~ ~ ~ J _ ~ ~ / UND€RGROUND FIBET,~TIC AND TEL~'H~NE ~i1~3--- -r yew.... NC HWY 55 & APEX PEAKWAY
~ ~ ~ E ~ i ~ ~ 544 3 51 APEX, NORTH CAROLINA
14' E ~ i C 1J'gl~l~ K l12' 1 9~ 14 NE \ --i: .-"~::~POR - Ate" ¦ ~ ~ ~ ~ ! _ 'GRID S M4NUMEN FUNERAL •-•---r _ _ _ ( ~r J
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I \ ~ \ I ( / / / NOW OR FORMERLY . I ( i l . I ~C i I 1 + \ BANK OF AMERICA NATIONAL c
. J I / / / / p zoos, eE II , . ~ \ I I ASSOCIATION Du licatlon c ~ I I ~ IIII l P I D Q 2006, BBN Design, PLLC Duplication or reproduction by any means without the express written consent of 8131-1
~ ~ II ~ \ ~ I . ~ 1 I ~ C O DELOIT'TE ~C TOUCHE pes n, pt.U \ I 1 / / ~ \ • ~ I Ill ~ \ II , \ I I Design, PLLC Is a violadofi of Federal and International law. The information contained
~ ,I I I r PIN X0732939594 / on this dotal \ I ~ ~ ~ Ii / i t + BOM 2000, PG. ~ 5s9 ~g I 1 on this document Is the intellecrtual property of 881-1 Design, PLLC and all rights thereto are Reserved. For exceptions, refer to the Owner Architect Agreement
~ \ E - I lIll . r _ 1 I I ~ I I \ ~ \ ~ I o \ \ I ~ ~ I
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I ~ I ~ I r \ v I ~ i ~ 1 ~ Suite 101,
\ ~ - ~ 1 + _ \ Ill -Y- \ \ tp 4 I~ lIll w 'I~ 1 W Raleigh, ITC 27607
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\ .:r t- / , EST. 1999 919-833-7336
~ .II \ / / \ a- / i + ~ Fax: [phone]
~ 1 / CONSTRUCTION LIMIT5 I.1 t d 5 www.bbmassociate,s.com
~ I• / / + I • , \ ~ 1 I • • 2
/ ~ ~ I / ~ I l 1 I . 1 I , a _ \ / / / f RISER I / / ~ •,~N 0 N~- 1.
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\ OUT=403.6 ~ ~ TE BEN l~ ~ ~--w-- ~ l ~ ~~r \ BOTTOM=403.0 i ~ ELEVAlION~ 7 J' , /9 ~ / \ ~
IN• / / I ~ , ! TOP FL N F / ~ - \ ~ ! ~ !I I + ~ /
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~ ~ / / r Q'U I . r ~ . \ / ~ / ~ / , \ 1 1 , I ~ ~ \ / ~ / ~ ~ ~ I 12/06/06 ISSUE FOR CONSTRUCTION
i ~ . ~,~s i j I i i ~ i ~ % ~ !i i ~ i it I / / SANDRA L CULPEPPER ~'~J ? % ~ ~ ~ I I ~ ~ I ~ /l 11 ~ ~ ~ I I jI ~ ~ / / ~ , ~ ~L . 1 m ~ , \ ( ~ . 1
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PIN/ 0732-94-6294 ? . ~ ~ ~ ~ ~,~(~.~s / / ~ I ~ ~ ~ \ / I ~ , . \ ~ r / / / / ~ 1 \ ~ ~ ~
ZONING: O dt 1 S / j I ~ I I ~ ~ ~ ~ v ~I ~ ~ j / \ / / 24 PEC \ \ ~
/ 8 GUM 8 GUl~ i '1 \ MARK MARK DATE DESCRIPTION
\ / ~ ~ ~ ~e r / . o,~
`tL ~ / ~ / ~ , r s ~ ~ ~ ~ PROJE
~ ~ ~ ~ ~ 8 GUf~i I ~ ~ D PROJECT N0; CONDITIONS PLAN
` ~ I ~ CAD FI CAD FILE:
e i \i i ~ i~ ~ i i i i~ i \ to GUS o r DRAWL DRAWN BY: BWD
\ 1 Z H I I / I GUI r ~ I. ~ ~ r
~ r' . ~ CHECK CHECKED BY: AMM QC BY: 'AMM
\ ~ r / ~ 4 \ \ I I SCALE SCALE: AS INDICATED
f / i ~ ~ 1 s ~ r ~ ~ I I , r 1 1 ~ \ DATE. DATE:
~ ~ r' I I ~ , ~ r 1 1 ~ 1
NOTES KEYED TQ PLAN.. ..?y P~~ • ~i l i ~ ~ ~ ~ ~ ~
~ I l I i KEY P( ~ / I 1 KEY PLAN
O7REES/SHRUBS TO BE REMOVED. ? ~ °•°~^~a~xut.<''-~%~•~J ~r ~ / ~ ~ j ' BO TREE§/SHRUBS TO REMAIN. Q ~ ~ ~ / ~ ~ ~ l 1 1 I i I I 1 ...M- I i _ ~ ~ I
I I I i 1. ALL PROPOSED RCA AREAS MEET THE. CRITERIA FOR ESTABLISHING ~ I i I i
~ ~ \ it ~ i~ / / ~ ~ % % I i l , I / I I I I i RCA BY MEANS OF A TREE- SURVEY. I f ~ ? i I
CO7REE PROTEC'f10N FENCING, SEE DETAIL SHEET 0701. 12~"' ~ / i~ i~~ ~ jam/ % ~ / ~ / / 1r i~ 1 I 1 1 ~ ~ Ii i 1 i ! / i ~ I i i i
~ ` ~ i~ ~ ~ / i ~ ~ j DO CLEAR AND GRUB AREA WITHIN CONSTRUCTION UMITS. ~ / j ~ / / ~ ~ ti i 1 II I
I I ,r 1 1 I r _ I / ~ I i / ~
OSTRUCTURES/UTILITIES TO REMAIN. ~ "-o i ~ •POPUn~/ /f/~/\ ~ / i ~ ~ / ~ ~ / / ~ ~ i I I 1 / I / I ~ i
/ _ II I I ~ I / I i V / , i I I I I p-. -17 7
OF CONSTRUCTION ENTRANCE, SEE DETAIL SHEET 70L i`"' ~ I~ ~ / j ~ % % I OSTRUCTURES/U111JT1ES TO MODIFlEO. ~s.~ ~sroatuy i ~ ~ ~ ~ 1 ~ ~ ' l / v lI II 1 I
i i 41 1 r ,>x • I I I 1 J i i / 1
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OIEMPORARY SOIL STOCKPILE AREA. / s'HIgCORY / ~ ~ % i~ / ~ ~ A ~ ~ I 1 , rr / / ~ I
Oj CONSTRUCTION TRAILER. 1YP. ? l~u I ~ ~ ~ ~1 ~i! rr . ..~:--s: I r r - I
TREES/SHRUBS TO BE REMOVED AS PART ~ ~ / ` ~ CP ~ 1 ~ ( I I . • • - G ..y I
OOF THE NC HWY 55 FUTURE WIDENING ~ B a~curn I % ~ ~ {I,~l I • r r a6 .-~~Q-- .,1 i r ~ J i ~ f; ;..r r •.c ~,~1
PROJECT. TvP. ,recun~ JG~ / I ~ ~ o°` ~ ; / 1'11
OCONSTRUCTION EASEMENT FOR NC HINY 55 ,2°cuM~o / ~ / / j ~ 4 ~ .r-
Fl1TURE WIDENING PROJECL ~ ( ~ ~ l I ~ r r ,,,,r ~ ~ ~ the signatures below certify that this sheet has baen ravtawed and approved solely
N~ ! PIN I r / ~ er tha certificati 1 o • • f / ~ p on s fined nn the cover sheet of these caristruction plans, a ~ / 1 o~ / , 1
GEORGE W. SIMS, JR. ie e s•cu~ ' ~i / 1 ~ ~ SHEET •.i SHEET TITLE
DB 3207 PG 985 ~s°Mne~ o • / BM 1981 PG 519 ii•cuM s•ru _,.~-''2-~ 1 1 _ ~ 1 • ~ ~ CM - En Inaerin Date Public Works Env. Pr rams Date - ~ ~ 1 g g
PIN/ 0732-84-7050 ~ G 1 ~ / . 1 ..-r ~ G ~ ~ •1
ZONING: 0 & I zo. • 5 ~ / I / ~ r,,.-' ~ ~ ~ i / I . CM -Trans ortation Data Piannln Date SITE, DAND EXISTING
/ lOT B / / p g r D8 11008 PG 2467. t ~ / ~ ~ /
i ? ~ / BM 2000 G 589 / 1 ~ / FE / / 1 _
4 PIN 03216933846 / , ` / CM -building inspections Date Planning Transportation Date ~ ' ~ / / ~ ~ ~ r / 1 ~ AREA 4.634 ACRES / ~ ~ ~ ~ p ~ i / / ~ CONDITIONS PLAN.
~ r ~ 1 ZONING. O ~C I / / / I ~ l / 1 y ti
GRAPHIC SCALE ~4.2~%~ % , ~PeE / r , i 5 50 39 ~o'sj~~.~. ~ , !0' 78 00 - 10U 400. 8"GUM ~ ~ i~ 1 Public Works - Watar Sewar Date Fir Data ~ r,.'' / / ~ / 1
. G 15° E ,l ~ / / ~ ~ / I
~ 2"PINE X 12"PINE / / ~ + ~ ~ Pubilc Works -Electric Date Parks, Recreation ~ Cultural Rea• Data
/ /
~ - 9"PIN / 14"PI 1 ~ / / / ~ _ j'' / Pubilc Warks SCE Data / / / ~ ..Cl 01
- 79°GUM(DBL) 1°PINE / ~ ~ / ~ ~ / ~

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PRINCIPLE SPILLWAY STRUCTURE NOTES:
'R ? cn ~
Roy couPUNC CGNCRETE STRUCTURES: WHEN REQUIRED / 1, CONTR SHALL EXAMINE THE SITE AND VERIF'f ALL EX C0NDIT10NS AND DIMEN510NS
SHOWN PRIOR TO CONSTR.
' Y » 3/4 DIA GALV BARS O.C. Boi.T/NUT ASSEMBLY 2. ALI_ SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWED. METHODS OF CONS'fR AND
3'-0" 2 t/2"x2 1/2"x3/8" GALV, ANGLE / ERECTION OF STRUCTURAL MATERIALS IS THE C0N7RACT0R'S RESPONSIBILITY.
'
" 3/4 CWAMFER ALL EXPOSED EDGES 1 ~ ~ ~/2' pia ac~s~oN Rou 3. ALI_ WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR C0N7R0LLED ~n
COMPACTED FlLL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE
.a SOIL BEARING PRESSURE SHALL BE VERIRED BY THE 17L IMMEDIATELY PRIOR TO FOOTING
B T U OL /N BO~T/NUT ASSE1,18LY PLACEMENT.
" 2) s~ REBAR » 2 GLEAR 2 FEMALE SOCKET COUPIJf+ ~cET CouPUNG i 4. ALL CONCRETE SHALL BE NORMAL WEIGHT P.ND HAVE A MINIMUM COMPRESSIVE U
• C.I. ASTM 126 C30 ~ . TYP. ` BARS 12" O.C. STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
~ H WAY EAC ) 5. ALL REINFORCING BARS SHALL CONFORM TO AS1M A615, GRADE 60 DEFORMED BARS. ~d"to
~ s, ~ • in N 6. ALI_ DETAIL FABRICA710N AND EREG110N OF REINFORCING STEEL SHALL CONFORM TO N ~
` ~ ~ ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE ~n C6 U .
d. \b / STRUCUTRES" (ACI 315, LATEST EDI110N):
DOUBLE, ~4 DOWELS EACH SIDE OF OPENING . 2• 7. ALL WALLS SHALL RECEIVE TROWEL FlNISH. TOPS OF ALL WALLS TO RECEIVE A NONSLJP
¦ e ti~lti BROOM FlNISH. ALL EXPOSED CONCRETE SktALL BE WATERPROOFED AS SPECIFlED
2 KEYWAY W/WATEFtSTOP (TYP) 4. » M DOWEL ~ 12 O.C. 3 3/S. HE!REIN.
" • 18 OVERLAP).
OUTLET BOTTOM OF POND----- ~ ~ BARREL . NON-RISING EXTENSION STEM ASSEMBLY P~,INTING/WATERPROOFING:
4 SOCKET COUPLING 8. B~4ST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP7 (BRUSH OFF BLASI~.
, . BARREL INV C3.4 No7 ro SCnI.E TH9S PREPARATION SHALL REMOVE ALL IAITANCE AND OPEN ALL SURFACE VOIDS. CARE
_ A~ SHOULD BE TAKEN NOT TO DAMAGE THE CaNCRETE SURFACE BY 0VERBLASTiN6.
3 CLEAR . ~ y , ~ • ~ ` . ` ~
w ,,k ' . ~ 9. APPLY A TWO COAT WATERPROOFING SYSTEM TO ALL EXPOSED CONCRETE PER
7 $ 8 THICK X57 STONE BASE a $ . ~ .s=~~ . ~ y Mr MRNUFACTURER'S RECOMENDATIONS. FIRST COAT: TNEMEC SERIES 66-1255 EPOXOIJNE BEIGE PRIMER APPLIED TO A DRY FlLM THICKNESS OF 5.0 MILS. SECOND
" ~ ~ , COAT: TNEMEC SERIES 66 HI-BUILD EPOX~UNE FINISH APPLIED. TO A DRY FILM
BARS IA 8 O.C: ~ ° F ` THICKNESS OF 5.0 MILS. `.THE MINIMUM DRY. FILM THICKNESS FOR THIS TWO (2) COAT
EACH WAY) - I SYSTEM SHALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL BE AS ~4~144.SE9t i36~~, f~
» ~ " " C.I. g 8 6 -0 8" g C.I. GUIDE (ASiM A726) MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY,- M0. COLOR TO BE SELECTED BY OWNER.
S~ ~o
' MISCELLANEOUS:
1 - 10. GATE VALVE SHALL BE FLANGE X FLANGE, CAST IRON, RESILIENT SEATED, NONRISING IM ~ j 4M
C3.4 NOT TO SCALE i STF'M TYPE CONFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY COATED, INSIDE AND OUT CONFORMING TO AWWA C550, LATEST REVISION. GATE VALVE flo
frddrd)d,liii,~~ fi 3 # 0 0
BRONZE BusH1N , SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD. i
- = i 11. NONRISING EXTENSION STEM ASSEMBLY WIThI CAST IRON HANDWHEEL AND
- ADJUSTABLE STEM GUIDE SHALL BE BY TROY VALVE, TROY, PA OR EQUIVALENT.
6 ~ PROVIDE POLYAMIDE EPOXY COATING TO ALL SURFACES. COATING SHALL BE i TN~MEC SERIES 66 OR APPROVED EQUAL. APPLY TWO COATS. EACH COAT SHALL BE
3-5 MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE TIME. PERFORM SURFACE PREPARATION
" AND APPLICATION PER MANUFACTURER'S R~C0MMENDATIONS. PAINT COLOR TO
24 t/4' BE SELECTED BY OWNER.
PROVIDE 2 BARS SAME SIZE CUT.
6'• y 12. PROVIDE KEYED PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE FOR EACH STRUCTURE.
C.I, BRAGKET ii ii v S
ASTM A126 a x o0 p sTm. NuT/eaT/wnsHE~ 1 13. WATERSTOPS SHALL BE 6-INCH, PVC, DUMBELL SME 746 BY GREENSTREAK, ST. LOUIS, MO
a• ~ _ M ~ 24" MAx. OR EQUIVALENT.
NY M ~ 10" MIN.
ii ii raq
1f " 4 4 ~ ~ REVIEW CERTIFICATION BY TOWN OF APEX
L1'_ _~LJ
This drawing has been reviewed by the Town of Apex and to the best of my Imowledge
_ 2 ~ i and belief; it conforms to the requirements established in the Standard Specifications of
3.4 OT TO SCALE C N the Town of Apex. However, this signature does not constitute a variance from any
~ requirements contained in any federal, state, or local code, law, specification, rule or w
ordinance. The developer/engineer/contractor is solely responsible for meeting all
5 applicable requirements.
C3.4 NOT TO SCI NOT TO SCALE By: Date:
1
7YP 3/4' DIA GALV BAR 6' O.G f~
TRASH RACK " T 3/4 pIA GALV BAR. WELDED 0
" V ~ 6" CTS. 2 1/2 x2 1/2 x3/8 GAL ,ANGLE X ~ Y - r~es PADLOCK
12' C.i. HANDWHEEL 2 1/2'x2 1/2'x3/8') ~
GALV. ANGLE I
~o io z
x 00 ' ~ ~~IMBEDDED GALV j/6 BkR c%' eALV. r ,e• n 2 C,
4./N • WHM I sup V.V•
DRAW DOWN PIPE
3" DIP OUTLET BARREL n fiA ADJUSTABLE STEM GUIDE
. ww wwwww www (SEE DETAIL THIS SHEET) DUCTILE IRON C3.4 NOT TO SCALE WALL PIPE ISSUE SEQUENCE
u ~ 3" DIP 45` BEND NCI, » 2 CLEA~ JR NO. DATE DESCRIPTION
DUCTILE IRON POND DRAIN 3 Dip TYP.
7F I 00 CENTERED ON OUTLET BARREL ~ INV-410.00 • 5/31 00 ISSUE FOR CONSTRUCTION
~ Y Y 3 RIP -
n i
• A N BARS 0 12 O.C. ~ ,
u ~ NR EXTENSION STEM EACH WAY (SEE DETAIL THIS SHEET).
i NRS RESILIENT SEATED----- GATE VALVE (FLxFQ
i i m . r`
-D.I. WALL PIPE DIP (FLxPlA1N END)
. ~ ww wwwwwwwA . (DIA FLxPLAIN END) » DIALS) ~ _
» » 1/2»x1 2 WWM WRAPPED DOWEL 0 12 O.C.
OVER OPENING 18 OVERLAP)
718ARREL INV
~00 1-0 MIN POND
` 3" CLEAR w DETAILS
r "AW ,
BARS 0 12 O.C. EACH WA 8 THICK X57 STONE BASE - v - " , 14
X pp~ ' "N' BARS 0 8 O.C.is i f L R/ w4i1 .E 3 r .s5&<: F.~ 1 X' d 3{
1-6 $ 6-0 8 6
EACH WAY) ~Nl » " ' C394
1-6 6 -4" $ 6" t r 1'. or iE 7
PLAN r-3 OF
15" MIN C3, NOT TO SCALE LAP f.
C3.4 NOT TO SCALE PR PROJECT NO.: CAM001.000
DE CH DESIGNED BY: ARP CHECKED BY: AMM
DA DATE. 5/31/00

k \ ~ O
~ ~ ' 36 / \ \ \ /
Ca N ~ r-ol
00
/ GT pti
NOTES KEYED TO PLAN trf vi
OA NEW PRINCIPAL SPILLWAY STRUCTURE, SEE DETAIL SHT C3.4.
OB PERMANENT OUTLET PROTEC110N, SEE DETAIL #1 THIS SHT.
CONSTRUCTION SEQUENCE O PERMANENT FOREBAY, SEE DETAIL #4 AND PLAN VIEW THIS SHEET.
1. INSTALL EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN. Op 10' WIDE BENTHIC SHELF AT 1:10 MINIMUM. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
2. COMPLETE THE OUTLET STRUCTURE AND EARTHEN DAM OE TEMPORARY SILT FENCE, SEE DETAIL SHEET C7.1. I 1
AS DIRECTED BY THE OWNER'S ITL. O TEMPORARY DIVERSION DITCH, SEE DETAIL SHEET C7.L
~ ~ < r I ~ \ ZONING: Odc~-1 _ ~ ~ ~ ~ U
3. FOLLOWING EXCAVATION OF THE PONS, THE CUT SLOPES OG TEMPORARY SEDIMENT .BASIN 'A', SEE DETAIL SHEET C7.1. ~ f 2 ~ / ~ A2o ~ ~usE: vocnNr ~ ~ ~ 1 ~
.AND POND BOTTOM SHALL BE INSPECTED BY THE
6EOTECHNICAL ENGINEER. IN AREAS THAT HAVE
SANDY SOILS EXPOSED, THE CONTRACTOR SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND. REPLACE ~ ~ / ~j `~I ~ ~ ~ NCQEM--WATER QUALIT'K P~`}jVD~~ ~
WITH ONE FOOT -0F CL, ML & MH (CLAYS & SILTS) NORMAL POOL ELEV = 10.~D0' i
08TAINED FROM CONTRACTORS'S OWN SOURCES. ESE sons GENERAL NOTES ~ ~ ~ j l l ~ R?o ~ B0~'~€L~V = 403100' ~ ~I \
'SHALL BE PLACED AND COMPACTED TO 90~ OF STANDARD ~ ~ij' ~ / l ~ ~ ° ' --'TdTS OF DAM ECE~V = 4;15.Q~0 i' \
PROCTOR MAXIMUM DRS' DENSITY. (ASTM D-698) PLACEMENT OF ALL FILL MATERIAL SHALL BE AS DIRECTED 8Y THE
4. ' STABILIZE ALL DISTURBED AREAS WITH PERMANENT VEGETATfON OWNER'S ITL.
AND. OUTLET PROTECTION. SEE TEMPORARY SEEDING SCHEDULE
ON SHT C7.L
5. INSPECT ALL. EROSION AND SEDIMENT CONTROL
MEASURES- WEEKLY AND AFTER RAINFALL EVENTS. POND DESIGN DATA
PERFORM NEEDED REPAIRS IMMEDIATELY. DRAINAGE AREA: 24.54 ACRES
6. ALL WORK AS PROPOSED SHALL BE INSPECTED ~
BY THE OWNERS ITL, ENGINEER AND APPLICABLE IMPERVIOUS AREA: 18.97 ACRES (77.30%) % b REGULATORY AGENCIES PRIOR TO ACCEPTANCE. PERMANENT POOL SURFACE AREA
i ~ , ~ ~ / ~ ~ ~ ! ~ TE~JIRO~RY I ~ 1 j ~~\-l,4~„~. ~,,,.d'` g 3$ b3 l13 f l f~
7. UPON FINAL ACCEPTANCE,- REMOVE ANY REMAINING EROSION REQUIRED:: 0.83 ACRES B % ~ hoc i o c ~ ~ j ~F ` ~ BASIN ~ : i ~ ~
AND SEDIMENT CONTROL MEASURES. CLOSE BOTTOM DRAW PROVIDED: 0.92 ACRES
VALVE, PADLOCK AND PROVIDE KEYS TO OWNER. STORAGE FOR 1" RUNOFF w
REQUIRED: 66,402 CF w $ ar s .Se b.
PROVIDED: 77.380 CF 'b w 1 Js Y 61
TOTAL VOLUME -0F POND ~
TO EMBANKMENT ELEV: 360,083 CF
TO NORMAL POOL.ELEV: 176,134 CF
La TYPE STONE FOREBAY VOLUME: 36,635 CF OR 20.8 ~ I ~ ~ ~ 1 1, ~
10 YEAR STORM Qin): 128 CFS
A 10 YEAR STORM fQout): 84 CFS
3 A 100. YEAR STORM Qin): 173 CFS
oog° o _ ~ 100 YEAR STORM ~Qout): 105 CFS ~ y
o°o°~o°
0 000 00, e 3 o voooooo•
o°vo ooo° I o00 °oo
oo~oo~ i i
SECTION A-A FILTER BLANKET u~
(AMOCO 2006 ice' i`~~\ ~ / 6 r~ ~ \ ~1 ~ \ / %
p~ OR EQJIVA~ENT) 1. r Em4
(OUTLET TO FLAT AREA)
TOP OF EMBANKMENT
D Wl W2 La T D50 TYPE STONE iri '
~T ~ ~ a,\,\~~` ~g`~ ~ 1 I I ~ ~ ice/ 1
36» 35 10' 30' 24" 12" CLIiSS I i ~ r
r I~ BACKFlLL, SEE DAM
SECTION DETAIL, THIS SHT. / w
~ OUTLET. PROTECTION DETAIL ~~j ~
O NOT TO SCALE ~ ~c.._ EMBANKMENT, SEE DAM ° j ~ f,., f~ SECTION DETAIL 4. THIS SHT.
;f ~l
l~. I_
~ \ ~ ~ ~
' CONCRETE PIPE BEDDING ~ : a ~ ~ f>~ ~\\v \ _ \
' 2500 PSI 28 OAY Sif2ENG'fH i,,~~ .,5
COMPACTED SUBGRADE 12" O.D. OF PIPE 72'
e~~~ ae T.3 ' MIN MIN DWQ PROJECT N0. 000275 ~~xEV~wcExT~cnTTOrrsYTowivof~rEx
This drawing has been reviewed by the Town of Apes, and to the best of my
knowledge and belief, conforms to the requirements established in the Standard
~y - ~-,CONCRETE PIPE BEDDING Specifications of the Town of Apes. However, this signature does not constitute a ISSUE SEQUENCE
NOT TO SCALE variance from any requirements contained in any federal, state,, or local code, law, NO. DATE DESCRIPTION
EMBANKMENT FILL MATERIAL SHOULD CONSIST TOP OF EMBANKMENT specification, rule or ordinance. The developer/engineer/contractor is solely OF CL, ML & MH (CLAYS & SILTS) OBTAINED responsible for meeting all applicable requirements 5/31/00 ISSUE FOR CONSTRUCTION
FROM SITE OR CONTRACTOR"') OWN SOURCES, ELEV = 415.00' 2/2/01 GENERAL REVISIONS
COMPACTED TO 95% STANDARD PROCTOR. Date:
MAXIMUM DRY DENSITY ASTM D-698. EMBANKMENT
PLACE IN 8" LIFTS. 10,_0„ cOII. EROSION AND SEDIlIMNTATION CONTROL
24• 24 PRINCIPAL SPILLWAY CERTIFICATION BY TOWN OF APEX SEE DETAIL.. SHT C3.4. This drawing has been reviewed by the Town of Apes, and to the best of my
MIN MIN lnowlalge and belief, conforms to the requirements established in the 3oi1 Erosion n
RISER CREST and Sedimentation Control Ordinance of the Town of Apex. However, the
ELEV = 442.25 3 signature does not constitute a variance from any requirements contained in any
2 ANTI-SEEP COLLAR PERMANENT FOREBAY PERMANENT P00 DENT POOL _Ns"-~ ~ federal, state, or local code, law, specification, tale or ordinance. The
O NOT TO SCALE ELEV = 410.00' 410.00' ~ developer/engineer/contractor is solely responsible for meeting all applicable requirements.
By: Date:
NCDEM
~-I to' ~ :BOTTOM ELEV e Wile SHELF ~M ELEV = 403.00' ! ~ . OUTLET PROTECTION FE:S ~ SEE DETAIL 1 THIS SHT. POND
PLAN
SURROUNDING PON0. ELEV =409.50 RCP OUTFACE BARREL 5# --1
GRAPHIC SCALE SEE PLAN MEW. 36 LENGTH 85 LF `FX GRgpF
ao o as ao loo soo FOLLOWING EXCAVA110N OF PONDS, THE CUT SLOPES AND POND BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. )ND ANTI-S1=EP COLLAR UPPER INV = 403.00
ER. SEE DETAIL 2 THIS SHT. LOWER INV = 402.15' ` C3.3
IN AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR FOR SLOPE 1.0% 20'x20'x2' (MIN) 5'x20' LEVEL
~ lK PrE~ SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WITH NTH CONC PIPE BEDDING S'iLLING BASIN. SPREADER. N SEE DETAIL 3 THIS SHT. ELEV=400.00' OF
1 inch = 50 it ONE FOOT OF CL, ML & MH (CLAYS & SILTS) OBTAINED FROM RCP SHALL BE IN ACCORDANCE WITH
CONTRACTORS'S OWN SOURCES, AND COMPACTED TO 90% 18) ASTM C-76 (LATEST), CLASS III, WITH
OF STANDARD PROCTOR MAXIMUM DRY DENSITY. (ASTM D-698) ~ DAM SECTION "0" (SING RUBBER GASKET JOINT PROJECT NO.: CAM001.000
MEETING ASTM C-443. , NOT TO SCALE DESIGNED BY: ARP CHECKED BY AMM
DATE: 5/31/00
era
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