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WIVIEL
.W N ~ VARIES mss, PA LIC RitU ROA~ LANDWAM AM"ITECTURE
,T~~ DSO MP-. 2119 1 9
f ~M• _ , P(LEST FOUM2T+d ST., SUITE I-A
51 35 g IUNSTOWSALEM, NC 21101 PHIONE [phone]
TRACT 1- TRAC,T 3 FAX (33(p) 723-1069
I 1, 1.45 1.45
_ , / ~ ~°s- ~ „s-~, ~ 6e1,41.6~r ,•,,,rrn~c r~ ~•,,s
f4 I
I ze,
TRACT 4 150 ACA
I ~ ll I - SCALE: 1' = 2000' _ SEAL
I~I i,, Hilt II, ,a T T5
I 1 IAb s T T5
h~ 20] TRACT I q
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I I ~ I I i? _ _ - I I ~ -f I I III i I
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,f i ~1+ 1 EASEMENT S r _84Z FROM HEW V
'LJ I, l I t fi t r y_ I a I I ! / - _ ( e h \ 1- GARDEN Rp.
I~ { TO Porn t
I
~~~(illf'~-LINT COMMON
IRWY
r; 1 W
STORrraTVZ FVAA6BHEKT
r POW C
i
~R ~Y I Sv BJ'q ; - T T,"* POLO G DRAIWWE ARE., LINE
P e ~ y ~Il 1
EX TOKAR to AND 51-AP
5AVW ISTING D TREES CO TO D TOWARD LANV5GAPING
RECiNREMBlTS U
ml!
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ht ,I y y
BIFFER Ott,.; OF LAKE \ , / _ r - EC6E
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SAN. Q ExIS TREES ! -
ifitr
D
r 1 ' f .s• ~ - )I LIE. \ y - n - ST~t711iA .y`%
E JSTWG TFEES TO EE \ 5 r l 20' EA5EMFNT O
T POW Y ',t 40' UTILITY
/ EASEFBIT EXTo 55MH _ ~fFV- / EXSIT. 55MN. TOP 4519.20 - °'S ul :3
- _ - / TOP 8145.93 WF ST~H y ~ FAWOM
F I > EXISTING TREES TO BE EDGE OF LAKE"' - -
SAVED AND GAINTED
Y TOWARD LAN 56APINS EX54T. 55.MJ1. REQARE ENTS
I .y E%51T. SSMSI. 1 TOP 621.45 EX5TIN6 TRJii 70 BE TOP 819.43 (,7rt'r
I J . vp"
`A` SAVED AND COUNTED NIEA TOKARO LANDSCAPING nEv 'O APIAPI 1.,1 5 NG
E-XISTIN& TREES TO BE REQRREMENTS r SAVED AND CCUNTM
TO ARP LAJDSCAPIN6 WALKING TRAIL I ~~rV~A~/~, KN OL~Y.Mti/~+~M/0 ST. (GROSS HATCHED AREN MSTON-SALENC
• _ REOVIREMENT5 - { _ - - 4? Djwe- W 27103
' (336) 631-'9000
H ..EX51T.55,Mf1. ` I TOP 62630 SB1M- - _ t "
} BXt5TING TR15E5 TO BED .y.. _ _ _
4a A&0167 T, { ETEiFT. 5.5MH. EX`i1T. 53MH. DRAlft KLN, ,JKb4
R T SAVED I== EASISVeM 4 ~ t TOP 619.74 TOP 6I6.42 _ 20' POND DAtIlr 6/2~/OD
.5 k, I ` 005MAR114E1T5 FOR PONmii > I k I AWCOESS EASEMENT A AND B
I CI3 ENaNEERIS GERTIFIGATION OF RUNOFF C.ONTROL_ SITE DATA CIAM paywic" 1 CERTIFY THAT THIS PLAN HAS BEEN DESIGxED TO CONTROL RUNOFF FROM
R M' THE THE AREA5 REQUIRED IN SECTION 30-1-1-12 OF THE GREENSBORO DEVELOPt-LN p - GU-6M (=25E0) POZOP0ROPOr.~ SPACE L/ (LUG USE, 'LOT T - C0,60-H (*2)
A' ARE& CALf.ULATIop13 ORE MANASEFtW- NO ORDINANCE FROM THE FIRST INCH OF RAINFALL AND HAS BEEN DES1FiWV TO LOT
TRACT 7 I. SITE 5 LOCATM IN 6REBYBORO HATER4W P6 III, REEDY FORK AGH MIN( ACHIEVE b5% TOTAL `SUSPENDED SOLIDS (T55) REMOVAL AI~IIf1A7i, RUNOFF CONTROL MEASURES 5HOI^N ON THIS PLAN HAS TO M AI BOOK REF, TAX MAP REF
TRACT AREA a 66.46 AG.* TRACT ARdA !Iii TyG•! MEE OFD AS MEET OR EXCEED THE 60OF-LINE-5 IN THE GREEH4500, L. PB Ij0 P6. 0445 AGL-1-32-860-38439
X TRAGT:B.UA, 94A1 AG.! (5126% OF TRACT) ALLC44AME EWA, • Q.994 AC.s (10% OF TRACT) 2. THE ASSOCIATION 5 RESPONSIBLE FOR MAINTA4NMS THE COMPLETED PERt•ENT VET DETENTION POND AS v +x , DIRECTED BY THE 60J6lMENTAL OFFICE HAVING JURISDICTION FOR HATERSMEP PROTECTION AND IF THE N" AL60L+UY U.A. FOR TRACT I = 43A54 AC. HOMEOMM43 AE80UATION SHOUD BE DI55OLvW OR CEASE TO EXIST, THEN M THAT EVENT ALL THE E THE 44. 4 %#-OW OF LOTS PROPOSED: 7
ABLE Pf.5EAL At YY - - AND QV036=5
TBACcLLT BUK1 • 0.00 it AG A COSTS ATTENDANT TFERETO.MAINTBUHCE SHALL BE JOINTLY AND SEVERALLY LIABLE PE. FOR ANY ALL w, 99066 516NATURE `98S - TRA,_T I e 6&.46 AGt .o. Na
TRACT; AREA = 1.45 AG.! 3. THE PEF44ANEW NET Or'IMWN POND SNAIL HAVE FULL DESIGN VOLUME AVALLABLE PRIOR TO ANY 5161 01"T APGEL5 : 7.98 AGt M FOR DATE 7 JS 97 ? G1r!!~~ ; CJH40N ELEMENT - 3.43 AGt 64!'.ET TITLE'
• ALLOKAME BUA • 1.015 ACJ (70% OF TRACT) I>2IA!~ . ISSUANCE OF CERTIFICATES OP OCCUPANCY FOR THE SITE AMP/OR PRIOR TO ANY RAT RECORDATION FOR PAT TOTAL, ATE A17EA • T707 AG.s THE SITE. THBS MAY REGURE THE CLEAN OUT AND PMP05AL OF 5EDWENT FROM THE POW.
TOT A4 OVA. AIREAI • 26.48 AG.! OF SITE) MKI.@ 4. THE GOVERNMENT OFFICE HAVIN6 JRI5DIOTION FOR VIATER5HEP PROTECTION AND THEIR A5516N5 HAVE A *ti PARCEL ACREAGE. TIB7./- AG C T.? HAVE I, J. NE _ TUCKER. P.E. STATE THAT THE STORMWATOZ PON7,`JVJii,D14M 5HIOhN ' O ~
TRACT AREA = 1.45 AG.f THE R6HT OF ACCESS TO THE PERMANENT VET DETENTION POND FOR THE INSPECTION AH7 MAINTENANCE ON 1 ENFORCEMENT. ICE ON THIS PLAN SATISFIES REOUIREME11 5 OF THE NORTH CAROLINA STATE DAM ! 11MHED CLA564FICATION - HS III
SAFl ALLONABLE B1JA • IDI5 AC.! (10% OF,TRACT) Rr' W" AREA SHOO ON THIS PLAN THAT DRAINS INTO SAFETY LAW OF 1987 9[AS E AMENDED T NORTH C 1945] NA THE RUES AND ^ VM Axc.rjl TITLE ISA, 5UBC.HAPTER 2K - DAM SAFETY. EVEN IN THE GA5E WERE THE DAM
POW 'A• = 223Q. 5. FINAL APPROVAL OF INSTALLED MMOFF CONTROL STMXrRE5 WLL BE REQ)RED AT FINNJZATION OF REf 4 MAv ,04 BULTM AREA ALLOVER INTO POND 'A' BY THE 6RADW8 P9"T OR AT ISSUANCE OF THE FINAL SHORING CERTIFICATE OF OCC.1IPAICY (COIPLIANC-01 TITL N OF REGULATIONS AS PRESENTED IN THE NORTH CAROLINA ADMINISTRATIVE CODE 1216.= --ft T1'PC •x'1182, W-2 MANAGEMENT
plk'A+. TRACT ~ TRACT AREA c ISO AG.S DES A t BQ.E> (~Ai MAX) ViNICAEVER COPIED LATER IF NEITHER A BUILDING PERMAT NOR ORADIN6 PERMIT 5 REG"fMP FOR A SITE. THEN ANY RBAMED RIIPFF CONTROL STRIZnN;;M SHALL BE SMSTANTIALLY COMPLETED PRIOR TO A50 517E SHIOW-0 ON THIS PLAN 15 DETEi2MllED BY THE STATE TO BE Ext7"PT FRAM THE ABOVE NOTED DAM SAFETY REQUIREMENTS, 1 AS THE QUALIFIED DESIGN F1aNMY DISTANCE
r ALLOHAELE B.UA = 105 AC.! (10% OF TRACT) INSTALLATION OF ANY BIALT41PON AREA IN THE SITE. ENGI IMW CERTIFICATION OF COHPLIMON SWILL BE EN6 k . +a fdaARED PRIOR TO FINAL APPROVAL BY THE EIFOIQtCe4 NT 0 AOE ALL BE ENGINEER, STATE THAT THE POND AND DAM ARE DE9149NW TO BE SAFE AND 01WANOE TO NEAREST FLOODWAY - >2000 FAT
H d BUL ' AMN All#^ SNq+N ON THIS PLAN THAT DRAINS IWO ADEQUATE FOR THE PROTECTION OF PUBLIC HEALTH, 5AFETY, WELFARE, A#V FL
TP-Aex 5 dam THE THE POMSTREAM PROPERTY. I UNDERSTAND THAT THIS STATEII N AS TTE I - -
T1L+IGT 1 I06 A LT~M.. a IIIC'lI W'.W11OC H,111'tlR,Tpil YL/V1 ~VK IMI`J rIG~T'VAJ~i1G[JCVCL(JM~7f1 F'KV.i'l.l yAli71'IC'J „ jl$A G.T 11A; I{M bUIL•{Ip19N ANEA ALLOYED INTO POND 'B" 8Y WWMEI £NT5 OF THE t,ITY OF 6912 ~ 5Tow*(ATER MANAe&F CpNTROL FMQUFREPB!M,' ces -TlOH AClLk1AE BUA = 0:142 AG.x (70% OF TRACT) D@-•; # • 14.119 Af,. (85% MAJ() C4tMnW 21, AL Alb/OR-AL 56~IT Ma M FROM RELIEVE THE OVNER OR OPERATOR AND D OLIC,
AND p~.y,OPO I51NGLWiA~lil6 A FRO AND DAM FROM DUTIES. OBL16AT1ON5, AND LIABILI P`'Ntl > `0~' ~ 1" 100 FROM SUCH ONNERSHIP OR OPERATION. i 5 AID+
MAINI@WIGE R.M1, A5 W<ZV.7AW, TO MEET TIE 5TORMHATER M KA.61!E FMWFZ&IEWS OF SECTION -ION 1
s - . PO K, ON THIS MM THAT MAINS INTO 27-22.
TRACT AREA = 1.10 AG x POI[' 1G 4.15 P.E. SEAL .SEAL SCALE: I' =100 •
iey 't' V Y PROVIDED BY' ALLOYIlB.E BUA = O.n A(-.:t ("10% OF TRAGT) - KAr *4 WLT~II AIREA ALLOYED INTO Polo 'G" BY PE. N i ps 4.164 AG; Oil~% MAXJ 5161 2 N5 Uim F ~
PVIIX~AS 09" e i MC, 274a7 516avATU y / 14965 _ 10L00 100
VAT DATE +E S: f > > f t ~0 IATE6, P/L Y
.r
beau
g Sv 't ' ^ M ]^X y e

THE CONTOUR PATTERN IN THESE, AREAS
i
5U66EST THAT PREVIOV5 LAF0vVsTURBING
'
ACTIVITIES MAY HAVE OCC.�. THE
6ROUN0 ELEVATION = 826.00
CONTRACTOR SMALL VERIFY EXI5TIN6
'
CONDITIONS AFTER CL-ARIN6, 6RUBHIN6 —
-
t 5TRIPPING AND PRIOR TO PLACING DAM
\
FILL. AHt INCONSISTENT OR NON-UNIFORM
`—
SOILS CONDITIONS SHALT- BE BROVSHT TO THE
EXISTING
EN6INEER5 ATTENTION IMMEDIATELY. DAM
FILL MATERIAL SHALL NOT BE PLACED ON
SOFT OR YIELDING SVBGRADE. ANY AREAS
EXH15ITING SUCH GONDITION5 HILL BE
LINDERGVT t BAGK FILLED NTH SUITABLE
_..' BE SAVED
MATERIALS.
1. \
\[P)AM
BEGIN CORE TRENCH AT
n
/ Q
t oY / ,,? to
DAM PROFILE
5TA. -1+251
TRAPEZOIDAL ENTRANGE CHANNEL
BOTTOM HIDTH = 20 FT.
DEPTH = 2' _
' SIDE SLOPES = 6:1
CHANNEL SLOPE = 5.00%
�S LINE CHANNEL HITH
NORTH AMERICAN GREEN
0350.STAPLEPATTERN "
r�
rn \
L
Y
p 1J
END GORE HAT
/— POINT N44ERE 15TMG
W / GROUND ELEVA N = 826.00
POINT WHERE EXI5TIN6 /
i
— DI ® 4.45%
�'-� 5DMH
6ROUN0 ELEVATION = 826.00
\
'
v
-
\
i'
INi%`IN 815.10
IM/ OUTAH5bO
rn
EXISTING
r�
rn \
L
Y
p 1J
END GORE HAT
/— POINT N44ERE 15TMG
W / GROUND ELEVA N = 826.00
POINT WHERE EXI5TIN6 /
i
— DI ® 4.45%
�'-� 5DMH
6ROUN0 ELEVATION = 826.00
\
'
�
-
\
i'
INi%`IN 815.10
IM/ OUTAH5bO
EXISTING
TREES TO
1Y �
_..' BE SAVED
1. \
UTILITY440 EXISTING
1�
i ' /
�'
' / ' ­
-- -< —
- - - 70 LF OF 30"
I
_.
\
1
RGP ® 655-1%
1Y �
1. \
i
—
INSTALL NORTH AMERICAN GREEN 6350 f
r a
_
40
MATTING AS NEEDED TO 5TA13ILIZE
i
THE EXI5TIN6 SLOPE AFTER THE BARREL
I I
15 INSTALLED.
_
0
30" FE5 %�
r INV. 809.00
aE.�.-
- V,5EMENT
�
�
TRAPEZOIDAL EXIT CHANNEL
FOF AOND At
- \
DEPTH = 2'
_
SIDE 5LOPE5 = 6:1
EXIST. SSMH \ � -
TOP 60.42\\ /
100' STREAM INV IN. 803.333-33 \
BUFFER INV. OUT 803.25 PROPERTY LINE /
/HE CONTOURS SHOWN IN THIS AREA
/ MAY BE INCORRECT. CONTRACTOR TO
\ HAVE SURVEYOR TO VERIFY THE
\ QI EXISTING GONDITION5 PRIOR TO
IN5TALLIN6 THE 30" OUTLET BARREL.
THE DE516N INTENT 15 FOR THE 30" PIPE
TO DISCHARGE INTO THE LAKE AT 809.00
V4HILE MAINTAINING COVER OVER THE BARREL.
20' SAN. SEVER
EASEMENT
CREST ELEV. = 83150 I� \ \
SIDE 5LOPE-5 = 3:1
1
\
\
\
1
1Y �
i
r a
i
40
i
0
30" FE5 %�
r INV. 809.00
II11 /
TRAPEZOIDAL EXIT CHANNEL
BOTTOM WIDTH = 30 FT.
DEPTH = 2'
_
SIDE 5LOPE5 = 6:1
CHANNEL SLOPE = 500%
LINE SPILLWAY t CHANNEL
. FULL DEPTH WITH
NORTH AMERICAN GREEN
C350.5TAPLE PATTERN "E".
NOTE.
NATURAL BRIDGE BOULDERS Qj
I. SEE SHEET G-6.1 FOR DAM CON5TRUGTION AND OUTLET
dam-- 12"
STRUCTURE SPECIFICATIONS.
Thick= 2l"
2. UNDER NO GIR401­15TANGE5 SHALL THE CONTRACTOR FILL THE
DIMENSIONS 30'Lx33'H
DAM TO AN ELEVATION HIGHER THAN THE STATED TOP OF DAM
LINE BOTTOM H/
ELEVATION 5HOHN ON THI5 PLAN. THE CONTRACTOR SHALL NOT
A GEOTEXTILE
FLATTEN THE 51DE SLOPES OF THE DAM FLATTER THAN A 3:1
FABRIC
SLOPE. EITHER OF THESE C,ONDITION5 COULD RESULT IN THE DAM
BEIN6 HIGHER THAN 15 FEET HHICH HILL NOT BE ALLOhED. FAILURE
MOUND DIRT OVERTOP QI
TO COMPLY WITH EITHER OF THESE REQUIREMENTS HILL RESULT IN
OF PIPE NEAR END AS
CORRECTION OF THE CONDITION AT THE CONTRACTOR'S EXPENSE.
NEEDED TO PROVIDE
COVER. BLEND IN
3. NATURAL BRIDGE BOULDERS GAN BE OBTAINED FROM SCOTT
HITH ADJACENT GRADE.
SAND t STONE, 3285 JONES DRIVE, MEBANE, NG 21302
I -800-649-882.
\ OF
EXTEND
LAKEEDK
RIPRAP
TO LAKE
EDGE
EXI5TIN6 LAKE
NORMAL POOL ELEV. 808b5
AFTER PROPOSED DAM RENOVATIONS
I • I
STRIMEL
ASSOCIATES, PA
LANDSCAPE ARC.NIITECTURE
LAND PLAM WA
CIVIL ENGB'EERNrs
305 UEST FOURTH ST., SUITE I -A
Ill"TON-SALEM, NC 21101
PHONE [phone]
FAX [phone]'b
6BAL6, ,,,,p.�uuup.�•••,••.
� s•
SEAL
X.
SEAL
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I -I ICsPWOODS
PROPERTIES, L.L.C.
380 KNOLLWOOD ST,
WINSTON-SALEM, NC
2'1103
[phone]
DRAIW, KLM, JKN
DAM 6/14/00
I1MIIGION6.
I 7/19/00 NCDENR COMMENTS
JOC. Na 99066
614M TITLE,
FOND A
GRADING
FLAN
6GAL8, I•=30'
6N�T NOS
C �.O
06TI-flM A660GIATES, PA

. 1 -
TOP OF DAM
ELEv. 833.50 STRIMEL loo .STO~d"I IATES, PA
ELEV, . 832.49
EMERGENCY SPILLWAY LANDSCAPE ARCHITECTURE LAND PLANNNG
ELEV. 83150 CIVIL ENGk4EERNG
NCDOT 2G DRAINAGE &A ND 305 (LEST FOURTH ST., SUITE I-A
UNSTON-SALEM, NC 21101 PHONE [phone]
°A' 10 YR.STORM FAX 133(g)123-1069
DL ELE v. 630,50
5 1:
2 YR STORM EEAL6, 'n,,# ELEV. 82999
HOMOGENEOUS 0 EMBANKMENT
Is. FILL. SEF SPECIFICATIONS TOP OF RISER r _ ELEV. 828.50 SEAL
FOR SUITABLE FILL s< O 4" PVC PIPE TURNED '
MATE A rE I~ 4" _ > IOWN TO Co BELOW NORMAL TEMPORARY
4 SCHEDULE 40 PLACEMENT RAELS REDMENTS POOL ELEVATIONWATER
SOLID PIPE TO OUTLET 12' ACCESS BENC QUALITY CCESS BENCH Z(P RAINFALL)
WITH RODENT GUARD yv
SECTION A-A ,
ELEV. 8255( AGE D~ IAPNRAM gjilliig~ S ELEV. 82550
2% ELEV. 62550 A~
' 1498 i =
15' OUTSIDE TOE END OF DIAPHRAGM
SCARIFY GROUND SURFACE PRIOR TO PLACING DAM FILL
9111111 '.Y. ~ . PERMANENT "~°1..... 1111NE 11111=1 2.0' MIN. WATER PROJECT,
826.00- 2' COVER A APPROXIMATE S< QUALITY
~cISTINIG GRADE EXISTING - OAF POOL i
Eam
SLOPE BEYOND-~, CLASS A
- - NCD0725 - CORE TRENCH OUTLET Pr'E RIPRAP 2,yI I~ BAFFLE tu
DRAINAGE SAND 16"
10 LF 30" D.I.
PIPE • 851z~ STORM T
MANHOLE SEEPAGE DIAPHRAGM INV= 820.00 SEDIE V
I I 110 LF OF 30" D.I. PIPE 4.4596 AROUND OUTLET BARREL
AELEV PEF~f IMEN
i
RCP NV. • 815.00 INV. • 815.10
INV. " 809A0 PROVIDE PIPE BEDDING - - - - - - - - - - - - - - - - - - - - - - -
5' MIN. PER SPECIFICATIONS
tV
-77 ~I DEPTH . W'
4"-810 SCREEN PVC END GAP
3CH 40 PVC PIPE A CORE Llu
MANHOLE INVERT PROVIDE SOLID TRENCH 5' MINI
'STW418HED STONE BEDDING SHALL BE BUILT-UP SCH 40 PVC PIPE WIDTH SEE SHEET C-62 FOR STRUCTURE DETAILS Q
4" TWKX WITH CONCRETE THROUGH MANHOLE WALL. FLUSH WITH INVERT PROVIDE RODENT GUARD
OUT. SCREEN AT END OF PIPE.
GEOTEXTILE FABRIC UNDERLINER OZz
NATURAL BRIDGE BOULDERS 21" THICK
AMC 055 S CTION/ OUTLET FIR T OFI~ 0
NTS Pop
840. , - Soo w U_ -
EMERGENCY TOP OF DAM
SPILLWAY ELEv, 83350 !t1
~7:
NOTE: CONTR4ACTOR SHALL NOTIFY THE INEER INEER EXISTIW
AND THE TESTING FIRM',WHEN GORE TREK GROUND 830 CLENT- _
_-E. AYAI1LNdJS CQMPLEM_M_ QRIO 830y CCU TRENCH FILL FOk INSPECTION OF E STING HICsNWOODS -
SCMLS. FAILURE TO DO 50 WILL RESULT IN 4ORE N c>ORE PROPERTIES, LL_C.
TRENCH BEING RE-EXCAVATED AT CON TOR'5 TRACTOR'S 380 KNOLLWOOD ST.
JA! NOW + AL ,,ROaL WINSTON-SALEM, C
21103
(33(0) 631-9000 i
I~ ' I
I
820 - 820 DRAW6 KLH, JKH
DATE. 6/14100
IQEVNNON&
1 1 1 R9/oo N CDHJR C.orPENtB
CARE TRENCI4 DEPTH5' MIN.
840 - -
0400 1400 2400 3400 3400 4400 5+00 6+00 1400 Am Na 99066
84lET TITLE.
z AM C NT IN OFI FILE DO~NMD A
SCALE: NORM I" ¦ 160' VERY. I"=b' 5ECT I ON 4
PROFILE
6GALES NTS
OHM NOs
i
06T"IEL A660GIATES, PA
ltd w
a
M t ~t M4 "tt

Yq.`
tj, •kn. ;t r. - - r
REMOVEABL.E VALVE
WRENCH WITH NAND WdEEL ON TOP.
4 -0s L 1~M i PROVIDE C44" AND
LOCK FOR 98CURIf G WRENCH TO TRASH 24"
RACK. TOP OF PRECAST ,
v ~ r 5, STRUCTURE -
,AS6=ATES, Pte.
" VALVE 12„ LANDSCAPE ARC141TECTOW OPERATING
STEM C vlL awIrs
305 WEST F0JVI4 ST, SUITE I-A
A SECURE STEM GUIDE WWTON-SALErt NC 21101
U A -BR AN9TON 0 ANCWALL USING NORS F~3&)23-1069 61 EXP
PRECAST SECTION A-A - EEI1l.a'h
PRECAST STRUCTURE WALL 5TRUG' STRUCTURE ~SSOCL..'•.,,
' 3000 PSI WAL WALL % foRP SA
CONCRETE I2" 5 REbAR ANCHORS AT 12" Or-,
IAMETEM COLLAR 4" FREROUND CAg 9T~R1DCIURE WWLLDANILIDL t 5' COLL. SET 5' COLLAR WIDTH ( EXTENSION STEM WTH 2' OPERATING NUT ON TOP ' EAL
ANCHORS USING EPOXY GROUT. ` IS" GOLLAR SET VALVE SUCH THAT % t t
:.PROJECTION
ATTACH STEM TO -STEM DOES NOT COI,FLICT t S - *5 REBAR OPERATING NUT TO WITH TRASH RACK ~~~,~t_1dNU.9y~~!~;~~
ANC4OR$ PREVENT REMOVAL ,,••~••i~.n~~„'•'~,`,?,
LINE SPILLMAY t EXIT CNAFNEL
AS 6WC%H ON PLAN UNTH 8" RESILIENT WEDGE ,,~~p.nu¦np~~~ T
SPILLWAY EXIT CNANIEL SECTM GREEN-C-350 I I I I tIATTM EXTEND USE STAPLE PATTERN 'E GATE VALVE - MAJ. ENDS (~1 I
' IS 6MU.AR TO E'E6tlE1CY 6PI.UWY ROUT kJSIDE OF: STRUCTURE ~ 8" DUCTILE y
EXCEPT 6DE ELOM6 ARE AT Mi. RBR MATERIAL 18' I I I GAROUJD ra1PE TO FILL ALL VOIDS. ~ ,a LY ~ BPILLW4Y 4 EXIT I I I Q - SIDE ELOPES. SEE SHEET C-6.1 I I I OC 30' ply PRECAST BASE 6" IRON PIPE
LLATION INSTRUCTIONS. 30lD PTA I I I 30' DUCTILE SECTION -AL
IRON t IRON PIPE t 14985,~y) s
TOP OF DAM I f I 111 I MINIMUM DEPTH i,,Y~. ~~~('7?J?•
~ 83350 I i I GAST I 646E SECTION "„V,~`~l.`~_`?~
' REINSTALL AL ASSEMBLY
IOOYR ELEV. 8331.49 I I I
3 - SEAL PIPE PENETRATION
TRENCH LINER CRE PROVIDE CONGR£TE CONCRETE COLLAR Uf11NG RUBBER BOOT
MATERAL IN tt' SUPPORT FOR VALVE AROUND PIPE StAINLES5 STEEL
D Bk EDGES ELEV. P ALON~ DEE AND EJILL 83150 PRECAST BASE HARDWARE SECTION
y COMPACT
DRAIN VALVE ~ COLLAR EV,'4T f ON @,50TTOM
0 M NCY 5 I UJy4Y 2 CONC TE CO L~R 5 CTION 3 CONC TCC Nrg
N NTS NTS
0(
~ -i
0- >
Vk
~7-
NOTE; Q TRASW RACK AND
NO SHOU VENEER ARE O MASONRY
SEE DETAIL FOR TOP OF ALLMA" STRUCTURE TREATMENT. NOT 9MOWJ FOR CLARITY
TRASH RACK SEE SWEET C-63 FOR yL
SEE 81EET ALUIM.M 0.63 FOR DETAILS TRASH RACK M 2I TRASH RACK DETAIL5 " z
NOTCH IN WALL FOR iL
SEE "HEFT C;1 FM ,z V O TRASH RACK RYP.) yy
ELEY. 8860 REEIIREMENTS POR APPLYM9 CU.IURED
STOW TO S6IUCAMIE HOLE FOR 4' SLEEVE SHALL BE CORE DRILLED ° lTYP1 IN THE FIELD by TFE CONTRACTOR OMR ELEV. 82850
REINFOI=ING M THIS AREA SLEEVE SHALL DE
V • GROUTED IN USING EPOXY GROUT. w
cx TOP 3 1/2 (TYP) Z O
RISER SECTION 4" PVC U 11__ w u-
HEM 450 L Mv. 8254,0
4" PVC PIPE TURNED DOUN TO 6" BELOW NOM IAL ' CULTURED w (1J/ Z3 STONE " • ?R-VENEER
CULTURED POOL ELEVATION
STONE •~z
YS3Edt PAST GMAT NPIIMM ELEv. M2650 n ak y ELEV. 82530
' SHALL HAY! A M MUM 6 `
P 6" MM. WALL WEkWT OP Mp46 b i ~ TWICNNESS 6TR11CTlMIE M WT 6HALL BE WEIGI-W 12„ EXTENDED BASE (TYP)
CLIENT.
.r a 44 60LID CONCRETE SNQK ~L~BE p DBBY 12" a LAY TKWT TO PRECAST STwjcTURIE PROvIDE STEPS IN ACCORDANCE ff or WrM NO VOID SPACE lETIEEI! .GiUC CUTS .q W1 ASTM-418 CO-POLYMER N Ic%wWOODS
• PROPERTIES, Ll.C.
4 <PROVDE STEPS IN AOCb110AMCE MGIIOSS 6TIrICfl11E UEIWt. FORCE OPLYENE STEEL W/ ASTM-416 CO"Pq,YMSM1 . CONIRACTd! WALL Il!!iR REINFORCED STEPS I6' OC. A 4. PVC 380 KNOLLWOOD ST.
POLYPR3PLY0! STEEL SOLD PRECAST CONCRETE 60X. SHOP DRAWNU AND UEkbW 4'-0" 4" WINSTON-SALEM, NC
REIIFORCm STEPS I6' O,C. WAF" ST1 A SOX CALOUILATI" TO MMGiMEER FOR OFFSET 2"1103
Ar"FROVAL PRIOR TO ORDERM CONCRETE COLLAR 11" THE 67NICILM BY CONTRACTOR 4" SOLID CONCRETE BRICK B FROM [phone]
LAY TIGHT TO PRECAST C/L B
JONT DESICAI SHALL CbNOFM TO SEE 614M C•611 FOR SEE DETAIL UE STRUCTURE WITH NO VOID V SPACE BETWEEN.
A61M C•418. JOINT SHALL EE • 30' DL PRECAST M* 4, SEALED USWG OUTYL RE6ER • M?. I60D0 SPECRCATITIA 42" HIGH BRICK - DRLYII6 KLN, JKI.1
MALAW CCI FORI'1MG TO ' A6TM-1100. PAN4EJOINTS C•63 c-61 a'.. pLOp~OUTFOR •
W MM AMP OUT UITN NON- 30" D.I. PIPE BY HOLE FOR 8" BOTTOM DRAIN 30" D.I. PIPE - DATES 6/14100
S 6MlgCGINUT. 4' MIN. 1 I PRECASTER SHALL BE CORE DRILLED IN THE FIELD BY CONTRACTOR STEPS `
I I SECT ON REBAR SHALL BE OMIT REINFORCEMENT THIS AREA. DRAM
Y' HEIGHT Ex WINDED b" MIN I I (9EE Of WT IN PLAN VIEW) VALVE
' S PI6 D•PLACEO RElyAR ` BEYOND EEST 5 WALLS
EXTINO FS011 6' G" 2 08wi6J T 30 P.I. I I 6iOE .ti On DRAM PIPE VALVE STEPS - UTALL
Pt@AAST BASE 820D0 3000 P61 1 1 SEE DETAIL 4 I 1 1
F CONCRETE I I I 1 1 I G-62 3" WDE x 3 I/l" DEEP
• 4 4 45 GRADE 60 FEDAR I I I I I AIL a 4 r CO4TP4IOU6 r c 1 NOTCH TYP. ENTIRE JOD. NO, 99066
r,.. PERIMETER
~3` 6" THK !FlEt TT1LS, . j I-IONOLITHIC 5A5E
n(>`- l STONE STA9ILAZTION 1?? F " A~_ l r r r_ LEVELING BASE e. '9 t i s POND
ti~~ i ( k 1 W-0" WIDE x 2'-6" DEEP x 1' LONG • z
BALLAST P~ 2 "2'-b" TNKBALLAST BLOCK OUTLET
i+ a in~Ks i STRUCTUR=
it" ` ns C=` ~ .?R., e. , 3° MLNyGLEAfss F~ , raw y~~ h ~~•e = I (T-T`P) 'S GRADE 60 REBAR DETAILS
11-0 4-00
(Typ a
ATM&STAIMZATIMI&6d NM
' fJ
A SCAMs 6mm NO.$
~ w WTFiDU1 pA{,LAST ZrOC'
5F=CTI5-8 n OUTLET :3TRUCTUSM PLAN VIEW (o.2
TT 5 TI~ 6 OUT T 5T GTU 5 TI
k~ } NTS NTS
®er"l-ft A"=IAr$b, lwa
x~_
n9}. ~ y,= 47

k } 4~
H 4Y
irw
r'N t
NOTE: MEASURE CLEARANCE IN NOTGN
IN PRECAST SECTION PRIOR TO FABRICATRY FRAME.
8tq~1EL
ASSOCIATES, PA
° ~ 53'• LANDSCAPE ARICNITEC ME
LAND PLANNMG CML 8'IGNEEI M
306 (LEST FOURTH ST, SUITE I-A
UNSTON-SALEM, NC 21101
3"x3A114 3•x3"x V4` P4O~ [phone]
ALU W ALUM FAX [phone]
TRIM STONE 1/4' SETBACK FROM PERIMET EDGE PERIMETER ANGLE
OF NOTCH ANGLE ,4.
;I:i r: TRq$H RACK 2'x1"xI14' 53
NY'. ALUM. ANGLE
TYP. 2 3/4• = t
SEAL

ln
2" 2"x2"xi/4• ANGLE Ii~i,,I~•4 c- 9
7 V4' ALLMINLIM PLATE
CILTUIED MORTAR V4" ALUM.
STRE JOR1T8 - PLATE
R n PROJECT 1 3/4"
ABOVE TURD DOWN ANGLE 44" 14985
i
PAO.)ecT~
PRECAST STRUCTUPW
WALL
TRASH RACK FRAME
T IM TON IS A 2 T ASH; RACK FRAME S CTION A-A
3 NT8
N1'S NTS
tu
0
s V4
h.
.fit"n
'l s r,
4 --l
U- >
oV i ST Viz
a Fit NOTE: ME. o~zz NOTE: MEASURE CLEARANCE IN
FAF SIn FABRICATED FRAME TO VERIFY . SIZE PRIOR TO FABRICATMG V O
PAI PANELS. z
25 IQ"
~M 3/4" ~ lU ju o ~
k+; 6 3/4" W' 11 b' 6 3/4' d1 zo
f.
;Aky ty U. Ul u.
ll.~ Lu
X-~z~
IR" ALU'+INUM BARS
1 _ (TYP. M TNIS DIRECTION)
HIGHWOODS
_ PROPERTIES, L.L.G. 380 fWOLLWOOD ST.
53" -n 'h W WINSTON-SALEM, NC
2'1103
2 3/4" 26 1/2" [phone]
m
r 2"x2wxV4' ANGLE
DRAIW. KLH, JKH
DATA 6/14/00
1/4" ALUMINUM PLATE I~l?vlslarb=
1/4"x3' ALUMIMJM FLAT BAR M FLAT BAR
5h a = HELD BARS AT AROUND PERIhETER ETER
ALL INTERSECTION
POINTS
1/4"x3" ALUMINUM TWI M THIS PANEL IS
I FLAT BAR (TYP. IN TYI 6' IN TYPICAL OF 2. JJ
o THIS DIRECTION) r1
JoC. No$ 99066
k TRASH RACK FRAME
°G S CTION 8- T RACK GRAT At KN 5
=PANEL POND A OUTLET
NTS
STRUCTURE
DETAILS
*9. c
?fly SCALE. Nn
} SHEET NOs
tsa
C-ro
Ya
®STMEL ASSOCIATES PA
tr4 ~ SAN v ~
e~

. ~.e S Rr ~ ~19
~S
STIM'1EL
ASSOCIATES, PA
LANDt3CAPE ARC"lTECnM
LAND PLAMVNG
CIVIL ENGNEERNG
305 WEST FOURTH ST. SMITE I-A
WNSTON-SALEM, NC 21CI
PHONE [phone] FAX [phone]
i?
4 ; BEAI.b.,,,~~p••nuu C~''~y.2
14%
~n_'sue
SEAL =
i .y
Y
Y 1 \
Wo,
I
i , NORMAL POOL" ELEVATION 813.00
~ b\ i 1415~4i
AWA
Pa~ECT~
~Y
e
SEDIMENT PRO . - ~ FOREBAY LINE PROPERTY
M LINE
i
V
9T LF • 'F 15" pl
b GAP ®3.09%
CREST LENGTH = 10'
\ CREST ELEV. =
SIDE SLOPES = = 3;1 :1
1 GLA55 B 3'x3' PRECAST n \ GONGRETE R15ER RIPRAP . BAFFLE .5 END GORE TRENCH AT POINT WERE EXISTING GROUND NOTE \ ELEVATION = 814.00
1. SEE SHEET C-b.l FOR DAM CONSTRUCTION
{ - TOP OF BAFFLEAFFLE = 812.00 SEE SHEET G-6 ail 2:1 SIDE SLOPES CLASS A \ AND OUTLET STRUCTURE EGIFIGAIION5.
2' TOP VllDTH t 2. UNDER NO 6IR6UH5TANGES 5HAI L THE GONTRAGTOR FILL THE DAM
• 1 RIPRAP BAFFLE Q-~ Toe t \ 1 L NIDTH 02' TRAPEZOIDAL EXIT CHANNEL V TO AN ELEVATION HIGHER THAN THE STATED TOP OF DAM ELEVATION
TOP P -9~ i = 1 BOTTOM TRHIDTH APEZOIDAL = T HN ON THIS PLAN. THE CONTRAS TOR SHALL NOT FLATTEN THE SIDE DEPTH = 2' 5LOPe5 OF THE DAM FLATTER THAN A 3:1 SLOPE. EITHER OF THESE
~51DE SLOPES E5 = 2:t - t SIDE SLOPES = 3:1 CONDITIONS COULD RESULT IN THE DAM BEING HIGHER THAN 15 FEET J~
CHANNEL SLOPE = 11% HHIGH HILL NOT BE ALLOV^ED. FAILURE TO COMPLY HITH EITHER OF O LINE SPILLHAY It C.FIANEL THESE REQUIREMENTS HILL RESULT IN CORRECTION OF THE CONDITION AT O
FULL DEPTH HITH NORTH THE GONTRACTOR5 EXPENSE.
. AMERICAN GREEN G 350 MATTIN6,
STAPLE PATTERN 'E'. N
:z
Z y. Y r , it
h
2
IO' qr„r_ BE61N GORE TRENCH AT POINT k
" HHERE EXI5TIN6 6RDt*V ' H& r A a
1yn~° - ELEVATION = 814.00 1 ~s3 ~ rte' 'A ~ n `
u k n
* MODULAR d~ 1/10 JU Z3
e RETAINING
WALL DE516N of 20 BY OTHERS 010, 10 TOP OF
` 5EE 5w. 6-39 DAM WIpTN i° h" ~ r R Y ti t r y
FOR DETAILED _ ~ INFORMATION
Y y CLIENT,
H Ifs4-IWOODS
b' GRAIN LINK FENC A3 E . , t.. NGDOT STD. 866.01
20' 6ATE 380 KNOL LSWOOD T.
- NGDOT 5TD. 666DI WINSTON-SALEM, NC
a DOUBLE 5KN6 6ATE 21103
GLEARIN6 LIMITS r " •N. EXISTING ~ (33(p) 631-9000
TREES TO - BE SAVED
808 t
INV.806D0 6.00 DRAU" KLW, JKW
` DATE: 6/14100 ` REV00me,
I 'U19/00 NGDEw co"HE s,
JOD. NO, 99066
CLA55 B 8FEET TITLE:
EX15TINO EMER6ENGY SPILLWAY RIPRAP PAD EXIT GHANNEL FOR PILOT LAKE C50=9" POND C
3 . ° X14°
ThIck=21" GRADING
+ DIMENSION5 15'L x 20'w LINE BOTTOM W
,x` A 6EOTEXTILE a... FABRIC FLAN
r
Av- SCALE; 1.20'
~ T rv ~t e'_ a"m NOs
C-(o,.4
SCALE: P' = 20'
20 1 20 ®ST"IEL A WCIATEB, PA
F 3 r~

" -719 x 4'r r x%.¢''d Fem.. 7i x { r'" I ' 4? t,,~~ kMfA ~t~y lkh~'yi x ak, ttt ry a j
W07 r n
r- 4
ry 'A
t 4 STL
y, ~ F S.I' 4F ~ lot A880GIATES, PA
LANDfICAPE AIRC;' 11 CTURI!
TOP OF DAM LAND PLAtNMkB ELEV. 820.00 Ghill.. RArG
100 YR STORM 305 WEST POJVW ST. SUITE I-A
ELEV. 818.51 UMNSTON-SALEM NC 41101
PHONE [phone]
EMERGENGY SPILLWAY FAX (336)123-"S
' ELEV. 818.00
IQALbg o0,151w o",
10 YR STORM pPoR~~-t"`
ELEV. 511.29
It SE~ i
1 Pt H0MO6ENE0US 2 YR STORM s ELEV.81b.21 r
EMBANKMENT
FILL. SEE 5PEGIFIGATI0N5 ~ S x" TOP OF RISER
FOR SUITABLE FILL ELEV. 816.00
MATERIALS AND 4" PVC PIPE TURNED
s PLACEMENT REQUIREMENTS DOWN TO 6" BELOW NORMAL ~.``~~,,,,,","•I,~''
POOL ELEVATION ELEV. 813.00
10' ACCE55
BENCH ELEV. 81415 _ AL
/a r TEMPORARY WATER = 14
QUALITY ? GI1
(I" RAINFALL) i e 2961
ht PROJECT,
SGARIFY GROUND SURFACE
PRIOR TO PLACING DAM FILL s
APPROXIMATE ' . ? EXISTING GRADE PERMANENT YVP.TER
lin Ta s .4. ~ ; = I I ~ I auo,uTY Pool
GORE -
TRENCH - - -
SLOPE BEYOND GLASS A
01 OUTLET PIPE RIPRAP
2' ~ V BAFFLE
5 PERMANENT
J 9T LF 15" GMP INV= 809.0001 SEDIMENT
20' MAX I PIPE 0 3.09% is PLATE SPACING \ ELEV 5TORA&E {7~~
809.0
.,M17E PIPE BEDDING 71 I t==. i' -
~ / ~ Pf8lt~NDE PIPE
5' MIN. PER 5PEGIFI0 ER 5PEGIFIGATIONS ~I i T nm
DEPTH -
111. ~I ~~I,-rl~I.r~
3 Y , • {~rti
-r c GLA55 f RiP.RAP GORE I I
# = ~ 6jt'0TEXnLE pABRIG PAD 21" THICK 2 - 51" X 51" ALUMINUM TRENCH 5f' N. SEE 5HEET -G-bb FOR STRUCTURE DETAILS U
UNDERLINER ANTI-SEEP PLATES WITH WIDTH ~k Ql~cjzz
FLAN6ED JOINTS ON BARREL
a~ ~o
I~uQU
TES ~ ` _
SIGT ION AM N T T PROFILE, ~tL %5 th
I
41' U] 9 T NOTE. MEASURE CLEARANCE IN {
PRECAST NOTCH TO VERIFY _1 Z '
201/2" SIZE PRIOR TO FABRIGATIN5 PANEL.
NOTE, WNfRACTOR SHA" NOTIFY 1W
1/2' f¢ ALUM.
# GORE TRWHAXLAVA YCM7 ETE T AM PRIOR TO BAR B
" POR INSPECT QF SOILS. EMERGENCY 41'
hn as FAIUJRE TO 50 MLL TIN SPILLWAY f t - TRENCH SEI RE-EJCGAV AT i 1y aowi
+y CONTRACTOR E) PEN5E. a t ' 1 1/2' ALUMINUM BARS II I/2• PRpPERTiES, LL.C. 9" 11 I/2' (TYP. IN TH15 DIRECTION) 11 I/2" 9'
I I
t 820 820 - i I 3W 104OLLUX)OD ST. A r TON-SALEM, NC
t' 14 21103
1/4• x 3' ALUM. 9• [phone]
FLAT BAR (TYP) 41"
ELEV. -6300 > + I EXISTI
1/4"x 18' W DRA" <L W, JK-t I PLATE 1/4• x IB' PLATE DATE 6/14/00
.,.r I1 ur ALUM- sECnoN A-A IN CENTER BAR PlEVIb1oN6.
A 810 - t - 810
1 41• ?mono NGO@R C.Oht#M5
ANT RATE II I/2'
~ i
I :(IRE TRENCH I
y • • I i ~ I D~'fH ~ 5~ h9N f Ci ALUMIFUI1
18' T i 3' j I/4' THICK B 1/4'x3' ALUMINUM FLAT BAR 18' PLATE AR.OIRID PERIMETER JOEL NON6
aea~r i
M I r f} e.i~ s GVV 800 614wt TffLE,
( HELD BARS AT POND C
5 + NEOPRENE &Ad@MT E'AC+1 S M OF PLATE ALL INTER5EGT10N y POINTS D//'\,'M
I 510 < N, x U1' THICK 114"o ALUMINUM
ACVHW4 RATE STARLeS5 STPlL b• 29' 6' FLAT BAR (TYP. IN SECTION THIS DIRECTION)
HARDWmiJ`TYP. 0400 1400 2400
PROFILE
5WnoN 5-5
{
L D, M NTE RUNE PROF
2 3 4 T H F~'A- PA L moo, As SWOwv
SGA E: HORIZ. V=60' VERT.1"=6' rlTS C ~
a
0 C 6WIM L AW=A"* IwA
N.'L
c Yhsi u`~y r sa y
roe ~ , II ,
_ .7i*-. 11 '+~~..'~^i4!' .••:tro.,,, •,n ; ~ .k~q'?YK _ x~9't+,. 'a «

-7- ` c . .'i :max .fie Tape - r • . ~ n i
prIT 1 'S +'t ::ti ^t 2,1 + " s . # t mF r a ti 4 + +F r x a'4 iLW.14 i a a k „ r ar ~
T e Y~r•: Mm'} fil'?'Y'a!" 4rtF 4 Yw~`f-Car~ { g ,l' sh,'r' .V tt^'"'" 9.4. ~tfii
REMI~r+~ELE "rALr+lt
Y , 1 xY", . 4 `r+P "rA` t v s . Y +r Y,
Rf Ai~i•' it t l t R Y S X 4 rk. x or- ~•4~f? ~@' , "rM; ~IYy ~ j ~r k ay Z,a P,
W1't ; Y _ LOCK TOR SEQMitlIII0
Prw WIIE*1 TO ET1!` S 24" TOP OF PRECAST
STIRLICTUPiE
< St~"~L
~?",tA1E8, PA .
VALVI1 ! IMi? A!lGFIITEG RJRIE Ols eA m C
#~Cd, ~.',{g ilt . - : - •T. rte s "k
n ~4, y w w 3G UST F JUN ST., SUITE I-A
SECURE STEM GUIDE NAC(S'tw&4LEM, NG 21101
r ~ A BRACKET TO WALL USING PHONE ?3367 123-Ml EXPANSION 4NCJdORA FAX (334) 123-"S
Std 4 PMCAST SECTION A-Ats S~ N•pn+iq,~~N
"k { ; ~ ~3. 6Tg10TU1E WALL ~ PREQA 4 LINK FENCE 9000 Pv <l-,0"PmcA6T STRUCTURE WALL `~•xP•• "•.,4,
8fr6Al CCN0RETE r! RpAR ANCNORG AT IM' O.C°
w{ COLLAR AROUND PIPE DIAMETM DRILL INTO 4r GpLL, 4' 2!2LLAR UMDTH EXTENSION STEM UIITH Y OPERATING NUT ON TOP
~C T STMJC1URE WALT. AND GET > A s USING EPOXY GNOUIT.
, ` SET TTEM DOES NOT CONFLICT S x CTION- ATTACH STEM TO WTH TRASH RACK
a 28y ti3 ,rn v>, h.r` '4 / r A3,t* Y~ Ob IEBAR OPERATING NUT TO •~,~C-~aq~~ r :A> ANCHORS PREVENT RE (OVAL, ,'ry&%faiU'•••••~
1 't ~.5 1?'-ytV _ ~ ~t y"1 fi5° p} 4 LM Y"l~f`d4A?~L ~ k 5 .7. p i„R 3
a+r , " - • ; * 4" RESILIENT YEDGE ••115996118%p
GATE VALVE - MAJ. ETDO J••~N ~'a,, '
t'E". I I I DE aF FLL ALL V006. f a 4• DUCTILE
^1M•^ Y A EXIT I I I AROUND PIPE 0 ILL ALL DS. 1 !e TICPII GWEETc .T IRON PIPE g•CO~ ate" PRECAST BASE b
a" colet I I I got >a" C ALUMINUM A SECTION , R4QE5 t
To* ALUMMiM f I I s " Ally CP DAM t I I I PIPE U~114~~
a I I I MISCAST I ~
.fi t ¢ i 'I I SA*E SECTION - ,6 N r a. _ ( REQT> O INSTALL , A•O,,••~~ .
ASSEMBLY t•q,pnN••`
s` mot,
mt
ORAL. PIPE PENETRATION
PROVIDE CONCRETE CONCRETE COLLAR UUSING RUBBER BOOT 4 SUPPORT FOR VALVE AROUND PIPE STAINLESS STEEL
PRECAST BASE HARDWARE SECTION
L a 12 EXTEMP PENCE
FABRIC rO
POST NEXr
VAT I ON OTTOM IN Y~
A T 0 T{ON 3 CONCRETE g a
NTS e
V
yt t~ K i r 1 "`Jtyw ~ , A
00 N_
f fit I
r'<3 ;R a k.
OL >
4 Ott t wvr•i~H,1 <Y^ ~ '
t r~ I GEET=AU. TCP CF
*°xat* - v ' ?Q'' Y:r s. A-1301.' C'63 T6jQE~gT T
t"y '"'a' y j e 4
S~+tet r K S'I' n
T1ft:'. I*' V.
~/~6 6NEET ALU"4 M
%4.649 PDR DETAIL! "9"14 RACK pp~~pV1 NOTE; V
NOTGHDIN 3" x 3FOR TRASH RACK 4
n `v f «i16OO Y b tx 6Nt3T TRASH RACWALL K (TYPJ MASONRY VENEER NOT O -7 V O °S SHOWN FOR CLARITY
YiNt SEE SHEET C-65 FOR TRASH RACK DETAILS v a
' fip 671E1C111l6 Noui Fpt 4• as" SHALL BE Cam DRILLED ~-3 (TYP) miw. o IN TIE FlELp BY P-9 CONTRACTOR d ET N6A0
jz a4 ,•$.4, _ K~ - FMHr0RCRYa N T1416 AMEM GLEEvB GNALL BE
GROUTED IN USNG EPOkY GROUT. {'t. iY 4n~ iii 3 A
4 i TOP 3 1/2" (TYP)
RI 4k F%C
4" fbVC PIPE TURFED DOUN TO 6" BELOW NORMAL ~»--~w°
~ i~ TM* _ i PCOL+,EI.EYATION CULTURED BTOnE tu
q~ i b d • A,'4TUMP VENEER b'-O"
FACE OF II
z 3e-0" STRUCTURE
W~ u 1 7j. Ya F .<3 a '31VV F C:4
f ~ " 6144.1 ~ " y S EXTENDED BASE (TYP) afr
#ramR ~ ffi s lNMPPN6`16J3NT AND A
# OF TIE W/ A6iM- YMEMt F x i t`' NO~Gf°AF PMY1490PLYENESTEEL NICsFU00D8
TIE REMFOR a 6?m% oic. all
r` a T LAY 4' WPM TO EDGE Y 1U3° eRicK 1IEIC,raT `r PROPERTIES, LL:C. 4" PVC 380 KNOLLUlOOD ST.
OP61a1~8001?1WDES a On 4 u Wlrli3TON-SALEM, NC
*OX ONSET 21103
by air 4• SOLD CONCRETE BRICK FROM [phone]
LAY TIGHT TO PRECAST WTH NO STRkr VOID
S" Ct7NlALUM" 1 GEEbETAIL % • Z 9 VOID SPACE m T NO BETWEEN.
TM t, o.~,aa n.
a, I x MANN&S" OLOCA OUT FOR r . • -c4L p OVA" KLN. JK44
oUt r v M61 16" CAP DY HOLE FOR AN BOTTOM DRAIN B• CORK DAM 6/I4/00
•A!mlps~ I I~PRECASTER 151, Colm SMALL BE CORE DRILLED ALumiNum IN THE FIELD BY CONTRACTOR PIPE STEPS R~VIaQ~
a,;. i JQf,~T~kO~N I I I .lY.e x° 'K 't' C6i.IVn1 ~v k~ ALGAUGE 1 I OMIT RERFORGEFENT IN THIS AREAL (SEE OFFSET IN PLAN NEW)
DRAM VALVE "
rsa 4 2/3 x V3 I rrn WALL
IY CpRRIXaATI0N5 qtr ti. " a' I I ITT) A 4- DRAIN PIPE 4 VALVE (TYPb SEE DETAIL 4 SIR" e
17 .4 I I ' t
1 L-U
I I t C-b 3" WDE x 3 IR" DEEP NOTCH TYP. 041 IE Nm 99066
.v. t>. nA'". •i rtes , I ^(i _ ' I' . A•" •v PER RETER g THK T{j~b
uE ,1pn STONE 6TAIMILMAMN It z b x • n~~~^ _ --E tt MONOLITHIC BASE (/w
E~ f1. LEvlLM1GOAM y • AN. POND V
`3 > s F r` _ - r s } "1 1 -t y 7 S r~ ff a 1 C , EXTENDED BASE
l.y SECTION OUTLET
STFwcTl,1ll<=
0 A DETAILS
'~,t IY SAT ~
r x ~ . ` ardNli~Eat?~ uiwl.Mr _ ~
a scow= ~
~ 4 F'+ ry+ d ~j S . ~ ~t OHM Noi
GTU AN Y1 UJ - Y
x N 1 S
ry.3; 3 dd' £ ,`M y k ~13 g rP ~ t r~ 4 Ost".!L "w" "w PA
3f'.' S t t 4
} yyyfi£ ' +'G r ¢t 3* r` r 5 k L ti~)r'~ 't
"-.'~rJr

a r ~ e r+r~ ~c II gt ~ c.Y 9f yy''3 E ,
ti d ~ ~ ~ '"<Yfi~, { r,'~"z~a~ -t~'. ~^~-'T•'T21`?Spc*~e' :p •.r °^,r T- _ _ _ _ _ e
CAST STRqCTUIq=: SPECIFICATIONS
'ECF1cATI0NS PRECAST ~hII $yg.
k~
1. STRUCTURE DESI< CTURE DESIGN SPECIFfCATION£ SHALL CONFORM TO LATEST ASTM CS13 :ICATIONS FOR "PRECAST CONCRETE WATER AND WASTEWATER
SPECIFICATIONS FC a~ #°REPAItATION SIM T AND STRUCTURAL STRUCTURES" AND FURIES" AND NCDOT STANDARD&
AREAS 5AS4NATw FOR BOf2ROW ARIAS; mvsANKmE't , V. CONCRETE-FIELD PLC STIMMEL
CRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM. STff* 'IATES, PA
'r- SHALL 9E CLEA09D,,GRL D AND.STRIPPED OF TOPSOIL. ALL TREES, TION, CONCRETE SHALL HAVE A MINIMUM 28-DA1 COMPRESSIVE STRENGTH OF 3000 PSI. 2. CONCRETE COMI ROOTS AND OTHER OBdEC1 Rt NA LE ' MATERIAL SHALL BE REMOVED. C 444)#&L 15AWS
6 AID AHARP EiREAKS SHALL 9E SLC 3 TO NO STEEPER THAN 1:1. VI. ROCIG RIP RAP 3. STEEL REIt FORC .L REINFORCING DESIGN. TO CC~ORM TO THE REQUIREMENTS OF ASTM LANDSCAPE A AM411ECtURE
AREAS TO IEIE COVERED BT' THE RESERVOmIR WILL SE CLEARED OF ALL 118fE8, BRUSH, ROCK RIP RAP SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF C850 SPECIFICATh 5PECIFICATIONS FOR "STRUCTURAL DESIGN LOADING FOR WATER AND LAND PLANNING
LOG6, cE6, RUBBISH AND OTHER CTIONADLE MATERIAL UNLESS m4ptA6E WASTEWATER STRJ TRANSPORTATION, STANDARD SPECIFICATIONS, SECTION 1042. THE RIP-RAP SHALL BE WATER STRUCTURES" AND SHALL UTILIZE GRADE 60 RE-BARS CIVIL ENGINEERMG RRMING TO THE REQUIREMENTS OF ASTM A615 OR WWF CONFOrMIW-1 TO 303 WEST FOURTH ST, SUITE I-A
r~ C*614~11ATTED N THE PLAINS. TREES,19R11644 AND STW" SHAW EE CUT APP0tOX4MATELY PLACED TO THE REQUIRED THICKNESS IN ONE OPERATION. THE ROCK SHALL BE CONFORMING TO TI _QUIREMENTS OF ASTM A185 OR BOTH. WINSTCN-SALEM, NC; 21101 PHONE [phone]
LE WITH t THE GROUNq,SURfAGE • FOR PRY 8101EM U1ATE9E MANAGEM{ENI:PONJDS, A DELIVERED AND PLACED IN A MANNER THAT WILL INSURE THE RIP- RAP IN PLACE THE REQUIREMENT! y , M pF rip FOOT RADIUS AROUND .YF DICEY STRUCTURE SHALL BE CLEARED. SHALL BE REA90NAmY HOMC1'sENEOU5 WITH THE LARGER ROCKS UNIFORMLY 69
>ViDE ADDITIONAL REINFORCING AT OPENINGS. FAX [phone]
w ALL CLEARED ANp ~ MATERIAL SHALL BEE DISPOSED OF OFITE. DISTRIBUTED AND FIRMLY IN CONTACT ONE TO ANOTHER WITH THE SMALLER ROCKS 4. PROVIDE ADDII WuEN bPEOFiED, A SUFPIcmw QUART OF TOPSOIL WILL. BE STOCKPILED IN A FILLING THE VOIDS BETWEEN THE LARGER ROCKS. A 4-INCH THICK LAYER OF NCDOT "51
SUt1A8LE LOCATION FOR USE ON 1 ANP,OTHER DESIGNATED WASHED STONE WITH A GEOTEXTILE FILTER FABRIC UNDERLINER SHALL BE PLACED 5. STRUCTURE TO E .ICTURE TO BE DESIGNED FOR FULL HYDROSTATIC LOADING RESULTING orgLbl
UNDER ALL RIP RAP PADS. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF NORTH FROM WATER LEVE WATER LEVELS TO THE TOP OF THE DAM OR HS-20 TRAFFIC LOADING,
A - CAROLINA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, SECTION WHICHEVER IS GRE =_VER IS GREATER.
11 fI1.G' • 1056, TYPE 2. 6. STEPS REQUIRE PS REQUIRED AS SHOWN.
MER POLYPROPYLENE PSTEFIS LASTIC AND MEET STEEL THE REQUIREMENTS OF cif SEAL
A, MATERIAL VII. CARE OF WATER DURING CONSTRUCTION COPOLYMER F'OL• TWO IT 9FII L MATERIAL SHALL BE TAKEN FROM APPROVED DESIGNATED ONSITE BORROW AREAS. ASTM G416. C418.
OUT IN AREAS FREE IT FkALL BEFREE OF ROOTS, STUMPS, WOOD, RUBBISH, STONES GREATER THAN 6°, ALL WORK ON THE PERMANENT STRUCTURES SHALL BE CARRIED
- FROM WATER. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL TEMPORARY 1. JOINT DESIGN TC E FROZ04 OR MAN OTHER OBJECTIONABLE MATERIALS. FILL MATERIAL FOR THE DIKES, LEVEES, COFFER DAMS, DRAINAGE CHANNELS, AND STREAM DIVERSIONS IT DESIGN TO CONFORM TO ASTM C-418. JOINTS TO BE SEALED WITH Cws9p~~.~-
h~ANIOME NT AND GUT OFF TRENCH SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION NECESSARY TO PROTECT THE AREAS TO BE OCCUPIED BY THE PERMANENT WORKS. THE BUTYL RUBBER JC RUBBER JOINT SEALANT CONFORMING TO THE REQUIREMENTS OF ASTM PARSE JOINTS INSIDE AND OUT USING NON-SHRINK GROUT. 11,
SC, CL, OR ML. MATERIALS USED IN THE CORE AND CUT-OFF TRENCH OF ZONED 0990. PARGE JOIN CONTRACTOR SHALL ALSO FURNISH, INSTALL, OPERATE AND MAINTAIN ALL NECESSARY
EMBANKMENTS AND THE ENTIRE EMBANKMENT FOR A HOMOGENEOUS DAMS SHALL PROVIDE PUMPING AND OTHER EQUIPMENT REQUIRED FOR REMOVAL OF WATER FROM THE 8. DETAILED DRAT 'AILED DRAWINGS OF THE STRUCTURE SHALL BE SUBMITTED TO THE
* A PEIQMIEABILITY OF t x 10 y CM/SEC OR LESS AT THE COMPACTION STATED BELOW. THE VARIOUS PARTS OF THE WORK AND FOR MAINTAINING; THE EXCAVATIONS, FOUNDATION, =ER FOR REVIEW PRIOR TO FABRICATION. SHIPPING WEIGHT
SUITABILITY OF THE FILL MATERIAL SHALL BE DETERMINED BY THE GEOTECHNICAL AND OTHER PARTS OF THE WORK FREE FROM WATER AS REQUIRED OR DIRECTED BY THE ENGINEER FOR RE ILATIONS FOR THE STRUCTURE SHALL ALSO BE SUBMITTED TO THE t
f {NICxINEER ENGINEER FOR CONSTRUCTING EACH PART OF THE WORK AFTER HAVING SERVED THEIR EN G;INEER FO A R RE 5 =_ER FOR REVIEW. THIS SHIPPING WEIGHT SHALL BE DETERMINED BY SE AI _
B. PLAGEMffiTNT PURPOSE, ALL TEMPORARY PROTECTIVE WORKS 9HALL BE REMOVED OR LEVELED AND SUBTRACTING THE ACTING THE WEIGHT OF ANY FACTORY BLOCKOUTS SPECIFIED ON THE = 149 INGS FROM THE GROSS STRUCTURE WEIGHT. THIS WEIGHT SHALL MEET ? ?I4/ ' i
AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR Tb PLACEMENT CF GRADED TO THE EXTENT REQUIRED TO PREVENT OBSTRUCTION IN ANY DEGREE DRAWINGS FROM T :GEED THE MINIMUM STRUCTURE WEIGHT SHOWN ON THE DRAWING. <.t
FILL. FILL MATERIALS SHALL BE PLACED N MAXIMUM 8-NCH THICK (BEFORE COMPACTION) WHATSOEVER CF THE FLOW OF WATER TO THE SPILLWAY OR OUTLET WORKS AND SO AS OR EXCEED THE P JR" LAYERS WHICH ARE TO BE CONTINUOUS OVER THE ENTIRE LENGTH OF THE FILL. THE NOT TO INTERFERE N ANY WAY WITH THE OPERATION OR MAINTENANCE OF THE
MOST PERMEABLE 59RROW MATERIAL SHALL BE PLACED IN THE DOWNSTREAM STRUCTURE. STREAM DIVERSIONS SHALL BE MAINTAINED UNTIL THE FULL FLOW CAN BE PEI~l~1I PASSED THROUGH THE PERMANENT WORKS- THE REMOVAL OF WATER FROM THE d (ANENT SEED INCx r RNGV.I
PORTIONS OF THE m-64t` a-ew. THE PRINCIPAL SPILLWAY BARREL MUST BE INSTALLED REQUIRED EXCAVATION AND THE FOUNDATION SHALL BE ACCOMPLISHED IN A
- CONCURRENTLY WITH FILL PLACEMENT AND NOT EXCAVATED INTO THE EMBANKMENT. MANNER AND TO THE EXTENT THAT WILL MAINTAIN STAISILITY CF THE EXCAVATED SLOPES SATISFACTORY
OF ALL C. C40MPACTI AND 50TTOM OF: REQUIRED EXCAVATIONS AND ALL UNPAVEC ANCE -L UNPAVED DISTURBED AREAS (OR LAWN TO BE
ALL DAM FILL SHALL BE COMPACTED TO NOT BE LESS THAN 9896 OF THE STANDARD RE-ESTABLISHED C.OPPACT OF MATERIAL N REQUIIRED E CAVWAATTIIONS, TIHE WATER EVEL AAiTT THE EVEN MIXTURE OF STABLISHED) OUTSIDE PLANTING BED TO BE SEEDED WITH AN
. PROCTOR MAXIMUM DRY DENSITY (ASTM D 6SS) WITH A MOISTURE CONTENT WITHIN I-2R LOCATIONS BEING REFILLED SHALL BE MAINTAINED BELOW THE BOTTOM OF THE MIXTURE OF REBEL 11, FALCON AND JAGUAR FINE FESCUES AT 7E OF 5-6 LBSJI,000 5F. 50 AS TO PRODUCE A THICK, FIRM
Y OF THE OPTIMUM. EACH LAYER OF FILL SHALL BE COMPACTED AS NECESSARY 70 OBTAIN EXCAVATION AT SUCH LOCATIONS WHICH MAY REQUIRE DRAINING THE WATER 10 SUMPS A RATE OF 5.6 LI OF GRASS. FERTILIZE AT A RATE OF 10 L55J1,000 SF. WITH A
THAT DENSITY, AND IS TO BE CERTPEq BY THE GEOTECHNIGAL ENGINEER Al THE TIME OF STAND OF GRASS. FROM WHICH THE WATER SHALL BE PUMPED. .RELEASE FERTILIZER (USE STRAW AND ASPHALT EMULSION TO r ¦ e
CONSTRUCTION. TESTING W" ESE THT? OGNER'g RESPONSIBILITY. NO COMPACTION SLOW-RELEASE R EQUIPMENT SHALL TRAVEL ANY PIPE UNTIL MINIMUM COVER 15 PLACED OVER PIPE TO COVER SEED UNT R SEED UNTIL STABLE.) APP0 LIME ACCORDING TO SOIL 1i--,~
s } VIII. STABILIZATION PROANT DAMAGE TO THE PARE. COMPACTION TESTING FOR EMBANKMENT SHALL BE ALL BORROW AREAS SHALL BE GRADED TO PROVIDE PROPER DRAINAGE AND LEFT IN A TEST, OR APPLY OR APPLY 4,000 LBSJACRE 5LOW-RELEASE PELLETIZED
PL'-I D AT A FRE CY OF ONE TEST PER 2000 SQUARE FEET PER VERTICAL FOOT AGRICULTURAL Ln SIGHTLY CONDITION. ALL EXPOSED SURFACES OF THE EMBANKMENT, SPILLWAY, SPOIL :ULTURAL LIMESTONE. SEEDINu DATES: AUG. 20 THROUGH , n
OF FILL COMPACTION TESTiNG ALONG PIPES PLACED THROUGH THE DAM SHALL BE OCT. 25 AND FEB.
RROUitWO AT A FREQUENCY OF ONE T'E'VT PER 25 LINEAR FEET OF PIPE PER VERTICAL AND BORROW AREAS, AND BERMS SHALL BE STABILIZED BY SEEDING, LIMING, FERTILIZING 15 AND FEB. 1 THROUGH MAY. SM EMERGENCY SPILLWAY/ EXIT CHANNEL ~ V PIl~AltNDESI,
FOOT C;i? FILL. AND MULCHING IN ACCORDANCE WITH THE SPECIFICATIONS AS SHOWN ON THE ACCOMPANYING DRAWINGS. L REMOVE ANY EM
~RARY OVE ANY UNDESIRABLE GROUND COVERS INCLUDING ANY SEEDING. LINER SPECIFICATIONS
D. OUTOFKCN IX. EROSION AND SEDIMENT CONTROL TEMPORARY SEEI P P THE THE AREA TO BE SEEDED TO A MIN. DEPTH OF 41'-6." r
THE CUTOFF TRENCH (IF GALLED FOR ON THE DRAWINGS) SHALL BE EXCAVATED INTO CON5TRUCTION OPERATIONS WILL BE CARRIED OUT IN SUCH A MANNER THAT EROSION 1. RIP THE AREL _`fOVE ALL LOOSE ROCKS, ROOTS, ETC. LEAVING SURFACE --j
IMPERVIOUS MATERIAL ALONG OR PA tALLU TO THE CENTERLINE OF THE Eh'llANKMENT.' WILL BE CONTROLLED AND WATER AND AIR POLLUTION MINIMIZED. STATE AND LOCAL 3. REMOVE ALL TH AND UNIFORM. NORTH AMERICAN GREEN
THE BOTTOM URD71•4 OF THE TR*L4L TRH GOVERNED BY THE EQUIPMENT USED FOR LAWS CONCERNING POLLUTION ABATEMENT WILL BE FOLLOWED. CONSTRUCTION PLANS SMOOTH AND INIF EXCAVATION, WITH THE 11-11NIMALP(tU1QT SANG FIVE FEET. THE DEPTH SHALL BE AT LEAST SHALL DETAIL EROSION AND SEDIMENT CONTROL MEASURES TO BE EMPLOYED DURING 4. APPLY SEED, ~PPLWI SE E~AOSOIL, xRICULTURAL Li ~E, AND FERTILIZER UNIFORMLY MATERIAL SPECIFICATIONS
FIVE ;FWT BELOW EXISTING OR AS SHOWN ON THE PLANS. THE SIDE SLOPES OF AND MIX WITH THE 5. MULCH IMMED JLCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH_
THE TR NCH SHALL SE I TO t QR"" A74t DEPENDING UPON THE SOILS CONDITIONS. IT 15 THE CON5IRUGTIGN PROCESS.
T4E CON TORS RESPOtNS010TY TO PROVIDE A SAFE TRENCH THAT WILL NOT X. STOW WATER MANAGEMENT IIWEEQTION AND MAINTENANCE SCHEDULE 0350 Specification
t ,d KIN ri ~k +frIC-ILL $ ALL 15E COMPACTED WITH CONSTRUCTION EQUIPMENT, 1. INSPECT ANNUALLY AND AFTER A MAJOR STORM TO ENSURE PROPER OPERATION. ~
t jAl~3 t'±W~ m4W TO PROVIDE THE SPECIFIED DENSITY AND PERMEABILITY. W{ EN POSSIBLE, INSPECTIONS SHOULD BE CONDUCTED DURING WET WEATHER TO DETERMINE IF THE POND IS FUNCTIONING PROPERLY. ST `E INE VENEER SPECIFICATIONS North American Green nt permanent erosion control/turf n % coconut fiber / stitch bonded reinforcement mat is constructed of 100 between a heavy duty UV U
2. GRASS ON TOP OF THE EMBANKMENT AND THE SIDE SLOPES ONLY SHALL (AT A ILL t4L stabilized bottom net, and a heavy duty UV stabilized cuspated (crimped)
6 SHALL BE OF THE TTPE AND QUALITY MINIMUM) BE MOWED TWICE A YEAR ONCE IN JUNE AND AGAIN IN SEPTEMBER middle netting Overlaid with a heavy duty UV stabilized top net. The cuspated ¦/a--\,.
` FILI, MATI>ElOAId'T?E FILL SHALL BE ERIA . - STONE VENEER SHALL BE "CULTURED STONE" AS netting forms prominent closely spaced ridges across the entire width of the mat.
L THAT 19 COMPATIBLE Wi1H'iFE 3. CLEAN ALL TRASH AND DEBRIS FROM 7HE POND AND RISER PIPE AREAS. i. MATERIAL STC 86 4. REPAIR ANY VISIBLE SIGNS OF EROSION IN THE POND AREA AS WELL AS MANUFACTURED 1! FAGTURED DY STONE PRODUCTS CORPORATION, P.O. BOX 210, The three nettings are stitched together on 15 in (3.8 cm) centers with UV O Q I `
two pN6 Ud 11:5 ACHIEVE THE SPECIFIED DENSITY. THE THE RIP RAP OUTFALL AREA. NAPA, CALIFORNI. ' 1 CALIFORNIA 94559-0210. THE STYLE TO BE USED IS stabilized polypropylene thread to Form a permanent three dimensional structure. O V 2DONNAY SOUTHERN LEDGESTONE (CSV-2054)". THE TRIM The following list contains further physical properties of the 0350 Erosion r n 0 Z
y _ } I~ ML COMPLETELY ALL SPACES UNDER AND ADJACENT TO THE PIPE. GHARDOt NAY N =S SHALL BE "TAUPE (WDM-1261)". "CULTURED STONE" IS Control/Turf Reinforcement Mat. v Z
AT NO TIME THE SACIKFILLINs OPERATION SHALL DRIVEN EQUIPMENT BE NOTE: STONES SHALL M ALLOWED TO OPERATE CLOSER THAN FOUR FEET, MEASURED HORIZONTALLY, TO ANY BORROW MATERIAL: LOCALLY AVAIL/ .LLY AVAILABLE FROM CUSTOM 3TONEWORKS, L.L.C., 2132 O O
PART OF A STRUC "P94,40 Ci TANCES SHALL EQUIPMENT BE DRIVEN OVER FILL MATERIAL FOR THE CORE TRENCH AND E1M15ANKMENT MAY BE TAKEN FROM AN OFF- P15GAW CHURCH I 4W CHURCH RD., KERNERSViLLE. NC, 21284, [phone]. Property Test Method Value Units Z v
ANY PART OF A $~CTUIGE f11! RIPE, UNLESS THERE IS A COMPACTED FILL SITE BORROW AREA THE FILL MATERIAL SHALL BE CERTIFIED ACCEPTABLE (AS MEETING Ground Cover Ima a Analysis 93 %
OF 24°-OlkGiREATER OVER T'44E 1,141 RUCTtiRE OR PIPE. THE SPECIFICATIONS FOR FILL MATERIAL) BY A CERTIFIED PROFESSIONAL GEOTEGHNIGAL 2. THE PRECAST C PRECAST CONCRETE STRUCTURE WALLS TO RECEIVE THE Thickness ASTM D111-1 b3 lib) in (cm) Q O
ENGINEER CULTURED STONE IRED STONE UNITS SHALL BE CLEANED WITH MURIATIC ACID Mass Per Unit Area ASTM D3116 92 (.50) Ib/sy (kg /m'2) RINSED THOROUGHLY TO REMOVE ANY REMAINING FORM Tensile Strength ASTM D5035 480 (114) lb/ft (/m) ca P
IV. PIPE CONDUITS AND RINSED TWO ASE AGENTS PRIOR TO INSTALLING PRODUCT. Elongation ASTM D5035 49 % Tensile Strength A5TM D5035 960 (1429) lb/Ft (kg/m) q
ALL PIPES SHALL BE CIRCULAR N CROSS SECTION. RELEASE AGENTS Z
-TUBED STONE UNITS SHALL BE INSTALLED NU SHOWN R' THE Elongation ASTM D5035 31 % nn
A. DUCTILE Ne0n4 PIPE: 3. CULTURED STO INSPECTION SCHEDULE DRAWING5 IN STR JLLAT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S Tensile Strength ASTM D1682 111 (80) Ibs (kg) V W 1L
¢ 1. MATTE141ALS - THIS PIPE AND ITS APPURTENANCES SHALL BE PRESSURE CLASS 150 c ,LATION INSTRUCTIONS. MORTAR SHALL BE MIXED USING TYPE T Elongation ASTM D1682 22 %
F DUCTILE IRON PIPE ONFORMWCs TO AN$I/AWWA Ci50/A2150. MATERIALS - DUCTILE IRON INSTALLATION IN SONRY CEMENT (ASTM C 91). Resiliency ASTM D1111 IE80 %
" PIPE'SHALL GOIdF::)R M TO THE REEQUIRE M~ENTS OF ANSI/AWWA C151/A2151. IT IS CRITICAL FOR SEVERAL ITEMS TO BE INSPECTED AT THE APPROPRIATE N MASONRY GEM11 x TIME DURING CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY CULTURED STONE UNITS SHALL BE INSTALLED WITH UV Stability. ASTM D4355 151 (68) Ibs (kg)
2. CONNECTIONS - ALL CONNECTIONS WITH PIPETS MST BE COMPLETELY TO NOTIFY THE ENGINEER AT LEAST 2 DAYS PRIOR TO BEGINNING WORK 4. THE CULTURED '-FITTED JOINTS. THE MORTAR SHALL BE COLORED TO MATCH 86 `3a Z
WATE 14104T. THE PIPE CONNECTIONS SHALL BE PUSH-ON JOINTS IN ACCORDANCE ON THESE ITEMS TO SCHEDULE INSPECTIONS. ANY ITEMS CONSTRUCTED AND TIGHT-FITTED JOII ALOR OF THE STONE. Color(permanent net) UV Black Porosity(permanent net Calculated fe95
? . WITH ANSIIAWWA CIII/A21A COVERED UP PRIOR TO OBSERVATION WILL BE UNCOVERED OR TESTING WILL THE COLOR OF TI BE PROVIDED AS APPROPRIATE AT THE CONTRACTOR'S EXPENSE. THE ITEMS Minimum Filament
5. CORf1k*ATED ALUMINUM PIPE, ARE AS FOLLOWS: 5 INSTALLED CUL CULTURED STONE UNITS SHALL BE CLEANED AT THE lament Measured 031.08) In (cm)
g~ END OF EACH D/ OF EACH DAY OR WHEN MORTAR 15 SUFFICIENTLY SET UP BY Diameter (permanent net) CLIENT(
L MATERIALS - ALUMINUM PIPE THE PIPE AND ITS APPURTENANCES SHALL CONFORM I. THE CUTOFF TRENCH SHALL BE INSPECTED AFTER EXCAVATION AND BROOMING OR B' 7MING OR BRUSHING IN ACCORDANCE WITH THE IFACTURER'S INSTRUCTIONS. DO NOT USE WATER, ACIDS, OR •ASTM DI682 Tensile Strength and q Strength Retention of material HIGH WOODS
t = y TO THE REQUIi4EMENT& OF AASHTO M-196 AND ASTM 5-145. THE MATERIALS USED PRIOR TO PLACING BACKFILL. MANUFACTURER'S BASED PRODUCTS TO CLEAN SURFACES. after 1000 hours of exposure in Xenon-Arc Weatherometer F'ROF'ERTIES, L.L.C.
SHAD O I, TO AASHTO M-191 ANT? ASTM 13-144 WITH WATERTIGHT BANDS OF AGID BASED PR 360 KNOLLUIOOD ST.
FLANGES. A IMIMINUM SUWA Ize THAT AJ* TO BE IN CONTACT WITH CONCRETE SHALL 2. THE INSIDE SLOPES OF THE POND EXCAVATIONS. THIS NEEDS TO BE EN MORTAR HAS CURED SUFFICIENTLY APPLY A HIGH QUALITY Physical Specifications (Roll) WINSTON-SALEM, NC
BE PANTED 4 kt CflAT'CF ZING CHR MIATE PRIMER. STAINLESS STEEL SCFEDULED VERY SOON AFTER EXCAVATION IS COMPLETED TO IDENTIFY ANY (o. WHEN MORTAR BOLTS SN6ALL USED FOR CONNECTIONS WHEN USED IN THIS CONDITION THE PIPE POSSIBLE SOIL LENSES OF HIGHER PERMEABILITY MATERIAL THAT WILL NEED MASONRY SEALE )NRY SEALER TO ALL SURFACES OF THE CULTURED STONE. THE Width 6.5 feet (2 m) 21103
mac, . SHALL BE HELICALLY CORRUGATED AND SHALL HAVE A CONTINUOUS LOCKSEAM TO BE REMOVED AND REPLACED WITH LOWER PERMEABILITY MATERIAL. NUMBER CF GOA' ER OF COATS OF SEALER APPLIED SHALL BE IN ACCORDANCE Length 35.5 Feet ~10"i9(V.8kg) [phone]
JOINT THE FULL LENGTH OF THE PiPE, THE PIPE SHALL ALSO "AVE ANNULAR WITH THE MANUFA THE MANUFACTURER'S RECOMMENDATIONS. 11,1cight. Area 40 yd•2 (33.4 m'2)
' REROLLEO ENDS. 3. BARREL PLACEMENT BEFORE AND DURING BACKFILL.
2. CONNECTIONS - ALL. CONNECTIONS WITH PIPES MUST BE COMIPLETELY WATERTIGHT, 011th( . KLI-11 JKH
' THE DRAIN PIPE AND BARREL; CONNECTIONS TO THE RISER SHALL BE WELDED ALL 4. SUBGRADE UNDER RISER AND RISER PLACEMENT. DATE: 6/14100
AROUND WHEN THE PIPE AND RISER ARE METAL. PIPH CONNECTIONS MAY BE EITHER: 5, CONCRETE COLLAR PRIOR 10 PLACING CONCRETE.
1.) FLANGED OW6 WITH NEOPRENE GA$ICE1 AND STAINLESS STEEL HARDWARE, OR POV16IfAdB,
f' ;d , ` • ?a BLINDED TYt 1OtNT¢ USING HUGGER ESLNDS WITH A 1" WIDE X 3/8" THICK I PIECE 6. CONCRETE BALLAST BLOCKS PRIOR TO PLACING CONCRETE.
CL06ED CELL NEON QASKET
3, AGCESSORHES COUPLING BAWDS, ANTI-SEEP COLLARS, END SECTIONS, ETC. MUST 1. FINAL INSPECTION t AS-BUILT SURVEY OF DAM 4 OUTLET STRUCTURE.
SE G01MR?OSED CF THE SAME MATERIAL AS THE PIPE ON WHICH THEY ARE USED.
t5TA{.°T BE N914.ATED FROM DISSIMILAR MATERIALS WITH THE USE OF HUSBER
OR PLASTIC IN&JLATM MATERIALS AT LEAST 24 MILS IN THICKNESS.
' 4. ANTI-SEEP PLA*6 SHALL BE -PLACED BETWEEN FLANGES WITH NEOPRENE 99066 roe. Na
4 GASKETS ON EITHOO'SIDE OF PLATE. 64fft TITLE.
C. PIPE INSTALLATION,
OUTLET
L yyI° t°%IN4-ON JOINT PIPE SHALL BE PLACED WITH THE BELL EA7D~~4EE~~EAM 4421(N16 8117ALL BE MADE (IN ACCORDANCE WITH RECOMMENDATIONS
I OF TTY : AFTER THE JOINTS ARE SEALED FOR STRUCTURE
THE ~ Ltt EbBDDING SHALL 1PLACED SO THAT ALL SPACES LPIDER
F GARS SHALL BE EXERCISED TO "EVENT ANY DEVIATICN 144E AM, 5FECS
F(30t1lAl LAND GIE OF #HE PIPE.
1 E EDDAr4G THE PIPE SHALL BE FIRMLY AND UNIFORMLY BEDDED THROICsLNOUT dk ' Al AM- I.RA
IT$~ IENTIIiE, LEN!aetN. PIM pEDDINS,OWALL BE IN
4ACCORDANCE WITH LAYING , OHM NO`.
yet MG SHALL GOwORM To Rl iUIREI tENTB STALED IN
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r.• PROPOSED STORMHATER 100' STREAM BUFFER uj -1
`MANAGEMENT POND (85% T55) FROM EDGE OF LAKE
A, 40 400000
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CLIENT,
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~ N ICsNUJOODS
D.M.U.E. AND ACCESS PROPTERIES, L.L.G.
EASEMENT OVER POND 360 KNOLLU100D ST.
O 1 ,G~2 ~r moo / 100' STREAM BUFFER :R AND 20' BEYOND POND UJINSTON-SALEMJdG
FROM EDGE OF LAKE KE 21103 (33(0) 631-9000
~N6 ; 1 i11Lp It - EXISTING POND DRAILN, KLW
1 } 1 1. PROPOSED 5TORMWATER DATEm 11-2-99
MANAGEMENT POND (b5% T55) REVI810N6,
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.ioe. No, 99066
&RW TITLE:
Z •1 0 401 W-C
EXH151T
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Bwac~l FIEETNOs
ML ABEOGIATES, PA ®BTR-
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