20021169 Ver 5_Site Plan_20110729 (2)

WITHERS RAVENEI_
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDENR - DWQ
LETTER OF 7 MH5 DOOQ1
DATE 07-29-11 JOB NO. 02100061.00
ATTENTION Annette Lucas
PHONE #
RE: Highcroft Village
WE ARE SENDING YOU Attached via
? Shop Drawings ? Prints ? Plans
? Copy of Letter ? Change order ? Diskette
_ the following items:
? Samples ? Specifications
COPIES DATE NO. DESCRIPTION
1 Highcroft Village Phase 4
1 Highcroft Village Phase 5
1 CD containin df files of Phase 4 and Phase 5
no

DF-PAP
i wetEandr s 8??r,wate(_ tee Bra???l
THESE ARE TRANSMITTED as checked below:
? For approval ? Approved as submitted ? Resubmit copies for approval
? For your use ? Approved as noted ? Submit copies for distribution
? As requested ? Returned for corrections ? Return corrected prints
? For review and comment ?
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS: Annette, enclosed are the complete sets of plans you requested. Please let me know if
you have any questions. Thanks
COPY TO: SIGNED: Mike Schneider
if enclosures are not as noted, kindly notify us at once.
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NOMINAL PIPE TEES & NDTI IY�`BEND
40' BEND 45' BEND 22�- BEND 11)14' BEND
DIAMETER INCHES DEAD ENDS
4
CONCRETE THRUST
TRENCH WALL
A
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COLLAR (3000 P.S.I,)
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mossrollirlswArlml
6' TO 16* MAINS - 12-N0. 7 BARS
20" TO 36' MAINS - 12-N0. 8 BARS
BARS PLACED AS SHOWN sAQ
DETAIL N0.
STANDARD THRUST COLLAR INSTALLATION 06000.14 -
SHEET I OF I EFFECTIVE: 12110/09
2' MINIMUM
_0 15! MAXIMUM
HYDRANT TO BE PLACED WITH
PUMPER NOZZLE FACING THE
TRAVEL/FIRE LANE
CONCRETE SIDEWALK
(IF APPLICABLE)
MINIMUM CONCRETE BLOCKING (C.y.)
NOMINAL PIPE TEES & NDTI IY�`BEND
40' BEND 45' BEND 22�- BEND 11)14' BEND
DIAMETER INCHES DEAD ENDS
4
CONCRETE THRUST
TRENCH WALL
A
Y3
COLLAR (3000 P.S.I,)
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---
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TAMPED
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12
TRENCH WALL
BACKFILL
4" SEWER SERVICE TYPE
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ANCHOR
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UNDISTURBED SOIL
SECTION
VIEW
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213
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SEE NOTES
6' TO 16* MAINS - 12-N0. 7 BARS
20" TO 36' MAINS - 12-N0. 8 BARS
BARS PLACED AS SHOWN sAQ
DETAIL N0.
STANDARD THRUST COLLAR INSTALLATION 06000.14 -
SHEET I OF I EFFECTIVE: 12110/09
2' MINIMUM
_0 15! MAXIMUM
HYDRANT TO BE PLACED WITH
PUMPER NOZZLE FACING THE
TRAVEL/FIRE LANE
CONCRETE SIDEWALK
(IF APPLICABLE)
MINIMUM CONCRETE BLOCKING (C.y.)
NOMINAL PIPE TEES & NDTI IY�`BEND
40' BEND 45' BEND 22�- BEND 11)14' BEND
DIAMETER INCHES DEAD ENDS
4
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6
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8
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10
2
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3
/4
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12
1.0
4" SEWER SERVICE TYPE
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2.0
3.0
3000 P.S.L CONCRETE
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2
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1) FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC.
2) NO CONCRETE SHALL COVER BOLTS OR GLANDS.
CONCRETE SHALL BE 3000 P.S.I. MIX.
STANDARD REACTION BLOCKING
ENTIRE SERVICE SAME MATERIAL UNLESS
IN PAVED AREAS (WHERE THE WYE, SEND
z
AND RISER MUST BE DUCTILE IRON)w
4" CLEANOUT WITH
THREADED BRASS PLUG
19 1 F-91 F=d I IHEI I Fa I r=l I B 1 E-9 1 F -I I
I �,�FTT=1�1_E�l I P- 1=1 I =1 I
_Y 1/16 OR 1/8 PIPE BEND
WYE
QYERHEAQ PIPE vIE
_W
rCONNECTIONS TO IV OUTFALLS AND
AG(R)ETER MUST BE MADE INTO MANHOLE.
(UNPAVED AREAS)
VALVE BOX COVER CONCRETE ENCASEMENT
AT 3000 P•S.I.
TYPICAL FINISHED GRADE
I El 117
11
UNDISTURBED
TRENCH WALL
GR
TYPICAL FINISHED ADE
SDR 26 OR
IN PAVED AREAS
9
12
IN UNPAVED AREAS
ASPHALT OR CONCRETE
•
.1
AS DETERMINED BY
TRAFFIC SURFACE
MATERIAL
rl-''EF
BRASS PIPE
44
2'-0'
BASE
(PAVED AREAS) 4
HAUNCHING
12* THICKNESS 1-2,R
H OR HB BITUMINOUS
PROVIDE RUBBER GASKE
(PAVED AREA
CONCRETE MAY BE USED -----41 -
4" SEWER SERVICE TYPE
THICKNESS 1-2
H OR HB BITUMINOUS
Q"--'--TAMPEDAP
Q12
BACKFILL
gpa
CONCRETE MAY BE USED
co
AT R
BEDDING
0-11
(vv
UNPAVED AREAS)
P VAIN
VALVE
CONCRETE ENCAS NT .4'
AT 3000 P.&I, 4
3000 P.S.L CONCRETE
NOTE TO CONTRACTOR:
X111■
VALVE BOX SHOULD NOT
VALVE BOX COYER
CONTACT MAIN OR VALVE.
LVE
(TO BE LABELED -WATER- OR
"SEWER*, AS APPROPRIATE)
16*
IOY4-'
10" DIAMETER 2' ASPHALT OR CONCRETE
CLEANOUT
R FINISHED GRADE
II I 9Y4'
M=:111=111 E 1 4' MAX. I =1 117
8*
-PIPE SEAL GASKET
4, Pfd
6'
III
MINIMUM
L
El I El I I Ell 6* PVC ENCASEMENT PIPE
SAND CUSHION
7. .
CAST IRON/DUCTILE IRON
-
MAIN MAIN
PLAN A-ILW 4* PVC OR DUCTILE IRON PIPE CLEANOUT COVER Doo ..
18
Do
BLoCKN SECTION _VIEW
TAMPED 18' SOUARE
iE-lIEII0- IEIIF I IF, Ili BACKFILL ENCASEMENT
III=
1, ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED,
IT IQ UNDISTURBED 2 VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH IS NO
EARTH GREATER THAN 8' (ft.) FROM THE SURFACE USING A MANUFACTURER
SECTION VI APPROVED EXTENSION KIT. PLAN VIEW
HI 3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.
DETAIL No. DETAIL No. DETAIL No.
06000.13 STANDARD VALVE BOX INSTALLATION 06000.08- SEWER SERVICE CLEANOUT COVER ASSEMBLY IN TRAFFIC AREAS 07000.12
SHEET I OF I SHEET I OF 2 EFF EME: 12/10109
(3) HEX HEAD 3/g* -16
B ­- ZINC PLATED BOLT WITH ZINC WASHER 5716
I' DIAMETER & ZINC COATED STAINLESS STEEL NUT
VENT HOLE
A
STAINLESS
.°-CAPH STEEL ROD
I GRAY IRON,
A A 2. COMPLIES WITH ASTM A48 CL35B.
j3. ALL LETTERING SHALL BE CLEAN, CRISP,
AND CLEARLY LEGIBLE.
4° DOMESTICALLY MADE AND MANUFACTURED
IN THE USA,
SHEET I OF 2
1 YA" RAISED LETTERING ALL FILLETS
COVER FOR SANITARY 4 0 RY4"
SEWER IN PAVED AREAS (RECESSED FLUSH)
(1) VENT HOLE
A -T H
D
B
f-
7
187
FILLETS 0 R Y8" 2) PICKHOLES
- DIAMETER
Y2
1) CLEANOUT SHALL BE PLACED AT '
RIGHT-OF-WAY OR EDGE OF EASEMENT. v J
2) DO NOT INSTALL C.O. INSIDE A FENCE, /TqMINIMUM
R Y I RAISED LETTERING COVER BOTTOMVIEWW (RECESSED FLUSH) RING TOP VIEWQQYER TQE_Ylo
ADEPL
4' CLEANOUT WITH lk !� I q I
THRED BRASSUG_
(4) 1- DIA. HANDLING HOLES
B ON A 29 -3/4- DIA, B.C. COVER SECTION FRAM E_U_QTIQN 25 MIN.
D.LILW
LK 6"MiN, FINISH GRADE COVER TOP VIEW B=5_ 23 -Y4- MAX.MINIMUM 187 A,
77 777-lFalelr=­1
7 Ep Elli 9 11:
CURB & GUTTER Ejjqj=rrlj�
1 -11 L=q I EzI I 1=-q I r=l 1 23 y2"
1 F= I flal, I-- I 111111 1111111 OPTIONAL CAST -IN GROOVE FOR
Y4" DIAMETER NEOPRENE GASKET 1.
177-1
=1`17=3 7 �_ - - -III 25 7 Y2- IN MIN, F3
LINE FITTING PROVIDED AT TOP OP QUARTEROF THE MAIN.
INSTALLED WITH NEW CONSTRUCTION WHEN PARCEL AND SERVICE 27"
ALTER ATE
LOCATIONS ARE KNOWN AND IDENTIFIED ON APPROVED PLANS. CAP MINV �-__25* MIN�
N LINE WYE IS REOUIRED FOR SANITARY SEWER SERVICES 2 1 �_O. J LETTERING
MINIMUM GRADE OF 1.0% Y8
4' PIPE 33 2 3'l aTzEm 25 %4' 1L CLASS 35 GRAY IRON.
- 28" 2 3146" SECTION "A -A" �4 2. COMPLIES WITH ASTM A48 CL35B.
COMPACTED SOIL 4" COMBINATION WYE 32* MINIMUM SECTION 1 ALL LETTERING SHALL BE CLEAN. CRISP,
1/16 OR 1/8 PIPE BEND AND 1/8 BEND gffixft_�� M WEIGHTS AND CLEARLY LEGIBLE.
COVER SECTION RING 190 4. DOMESTICALLY MADE & MANUFACTURED
aLQlQN_y_a FRAME SECTION A -A COVER 120 IN THE USA.
JAL A -A. TOTAL 310
DETAIL No. STANDARD MANHOLE RING AND COVER (TYPE 2B FOR OUTFALLS DETAILNo. STANDARD MANHOLE RING AND COVER DET No.
STANDARD 4 INCH SANITARY SEWER SERVICE WITH TAP 07000.10 OR UNPAVED AREAS - NON® TIGHT APPLICATIONS) 07000.03 (TYPE I PAVED AREAS) 07000.03
SHEET I OF 3 EFFECTIVE: 12/10/09 SHEET 3 OF 4 EFFECTTVE: 12/10109 SHEET I Or 4
'--MECHANICAL JOINT
'1-6' GATE VALVE
DUCTILE IRON PIPE::)
Lu A
#
MOR •
-11 lK _A;.
ioml.tMizw-lto(st#:Zi#Llztiqqa,. Ww"llf-W
C-COMPACTED1117'
BACK FILL
I El 117
11
UNDISTURBED
TRENCH WALL
Al
SDR 26 OR
Lf)
SDR 35 PVC
EMBEDMENT
PRECAST MANHOLE
SECTION
•
COLLAR
MATERIAL
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ioml.tMizw-lto(st#:Zi#Llztiqqa,. Ww"llf-W
C-COMPACTED1117'
BACK FILL
I El 117
11
UNDISTURBED
TRENCH WALL
C
SDR 26 OR
Lf)
SDR 35 PVC
CONCRETE )
ill t
PAVEMENT r
STANDARD MANHOLE RING & COVER A
(SEE DETAIL 07000.03) B MH RING MANHOLE B
USE FOUR 3/8 INCH ANCHOR
BOLTS TO SOLT FRAME TO SPACER. vER
USE ROPE MASTIC SEAL BETWEEN
FRAME & SPACER,
L &c0
2--G- PIPE PIPE
ECCENTRIC
TAPER UNIT
III TOP MEW
A
III -
HEIGHT
ALL LIFT HOLES WHICH COMPLETELY
4'-0* OR 5'-0' VARIES PENETRATE THE MANHOLE SHALL BE
DIAMETER FILLED WITH NON -SHRINKING GROUT
ALL EXTERNAL JOINTS SHALL BE SEALED
RISER UNIT WITH AN APPROVED J(XNT SEALING MATERIAL
STEPS 16'
T
MANHOLE STEPS ALONG A VERTICAL WALL ON CENTER OVER THE EFFLUENT PIPE AND VERTICALLY
ALIGNED (SEE DETAIL 07000.02) --r
BASE UNIT 10" MINIMUM
O-RING OR BUTYL RUBBER JOINT
PIPE PIPE CON
CONCRETE INVERT CRETE INVERT
MEETING SPECIFICATIONS 8" MAXIMUM
IPIPE
�A
12- BEDDING (157 STONE) 8' MIN. THICKNESS 6"
EXTENDED BASE
ECTIQN
1. ALL MANHOLE CONNECTIONS SHALL BE PREFAB'TICATED OR CORED
WTH A CONCRETE CORING MACHINE,
2. ALL MANHOLES SHALL BE VACUUM TESTED, SECTION A -A
3. EXTENDED BASE REQUIRED FOR ALL MANHOLES WITH MORE THAN
12 -FT DEPTH OF BURY,
4, PROVIDE A MINIMUM OJ FOOT IN - OUT DROP FOR STRAl RUNS
AND 0.2 FOOT IN -OUT DROP FOR ANGLE RUNS. •
DETAIL No. DETAIL No.
06000.12 STANDARD PRECAST CONCRETE MANHOLE 07000.01
SHEET I OF I EFFECITVE: 12/10/09 94EET I OF 3 EFFECTIVE: 12110/09
STANDARD MANHOLE RING AND COVER (2) 1/2" x I -y4" HEX HEAD, STAINLESS STEEL BOLTS AND
LABELED APPROPRIATELY ------ WASHERS AT 180' COUNTERSUNK. BOLTS & WASHERS TO BE
FINISHED GRADE --Nj/- TYPE 316 STAINLESS STEEL.
0 r IH R® VENT
(2) OPEN PICKHOLES HOLE
1* DIAMETER
UNDISTURBED
TRENCH WALL 16
ECCENTRIC CONE
SECTI18.
ON F 0
COMBINATION AIR FILLETS R 1/8
VALVE SIZED FOR0
THE PROPOSED USE T
IY4' RAISED LETTERING
Zz (RECESSED FLUSH) COVER TOP VIEW
INITIAL
BACKFILL
6
C
Lf)
va
EMBEDMENT
PRECAST MANHOLE
SECTION
•
COLLAR
MATERIAL
BRASS PIPE
BRASS VALVE
HAUNCHING
BRASS PIPE
BRASS SERVICE PORATION
6 MINIMUM
SADDLE STOP
BEDDING
0-11
P VAIN
FOUR ANCHOR BOLTS
1/2- MINIMUM
= 1141 M I L01 Wil 10 EATI&I
MINIMUM WEIGHTS
RING ISO
COVER 120
TOTAL 300
I awl I ill Im 1101
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va
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6
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va

t
k ~
f t 1 ~ I
I 8O f ~ jy
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R f
I PR ° COVER SHEET 5HT 1.0 ~
it v~ ~ ~ EXISTING CONDITIONS SHT 2,0
M 16TpRRlS , as Vf~~~ PARKWAY SITE PLAN -PHASE 5 SHT 3.0
t 'Z1 E, SITE PLAN - MORRISVILLE PAR AY SHT 4,0
~ I m PHASE 5A UTILITY PLAN SHT 5.1
d F' Tn ~ ~ PHASE 56 UTILITY PLAN SHT 5.2
~ HIGHCROFf ? , . , A~„~ pates.
P'~ VILLAGE ~ n ' " PR ~ g GRADING AND DRAINAGE PLAN SHT 6.0 c+~
y PHASE 5 c ~ a~~lS EROSION CONTROL PLAN -PHASE 5 SHT 7.0
uREM ~ ® Fv~ ~ e ~ EROSION CONTROL PLAN - MORRISVILCE PAR AY SHT 8.0 ~
DRAINAGE AND EROSION CONTROL SCHEDULES SHT 9,0
ft001 PLAN AND PROFILE SHT 10.0
~ ~ R002 AND OUTFACE "A"' PLAN AND PROFILE SHT 11.0
OUTFACE "B" AN "C°' PLAN AND PROFILE SHT 12.0
8003 PLAN AND PROFILE SHT 13.0
HIGHCROF>• ~9 VILLAGE e° ~
~ G~ PHASE 4 R004 PLAN AND PROFILE SHT 14.0
s~, ~F yF. MORRISSVICLE PAR AY STA 99+40 -114+50 PLANS AND PROFILE SHT 15.0
y ~o OISSVILL PARKWAY STA 114+50 -129+11 PLANS AND PROFILE SHT 16,0
PB1 ~ 8 l/~] _ STRIPING AND SIGNAGE PLAN -PHASE 5 SHT 17,0
~ P STRIPING AN SIGNAGE PLAN - MORRISVILLE PAR AY SHT 18.0
LANDSCAPE PLAN SHT 19.0
tCf p 1 MP 1 DETAIL PLAN SHT 20.0
} BM 2 AND #3 DETAIL PLAN SHT 21.0
HIGHCROFT I VILLAGE
M BUILDING ELEVATIONS SHT 22.0
~ CONSTRUCTION DETAILS SHT 23.0
TRAFFIC ANALYSIS REPORT 11-TAR-323 CONSTRUCTION DETAILS SHT 24.0
HIGHGROFT VILLAGE PHASES 4 & 5 CONSTRUCTION DETAILS SHT 25.0
REPORT DATED JANUARY 98, 2Q119Y MARTIN, ALEXIOU, SRYSON
. ~
LAND USE SUMM Y
NUMBEROFLOTS ,
NUMBER OF LOTS PROP05EDPER
PHASE PROPDSED LAND USE PROPOSED FERTAR THIS SITE PLAN SUSMITTAL (D9SP-001}
4 SINGLE FAMILY (SF} RESIDENTW. 114 SF D 5F
5 SINGLE FAMILY (SFj AND MULTIFAMILY (MF) RESIDENTIAL 118 SF b Bt MF 11D SF
3'~
PEAK HOUR TRIP SUMMARY
• PROPOSED AM. PROPOSED P.M. PEAK ` UTILIZEDlPRO D ®UTILIIEDtPROPOSED PEAKTRIPSPERTAR TRIPSPERTAR A.M.PEAKTRIPSPER P.M.PEAKTRIPSPER
PHASE THISSTTEPLANSUBMDTAL THIS51TE SUBMNIAL t~
4 8D 1 t8 D D
5 126 18D E% 11S
TOTAL 2T8 78 tOD ~ L 2t6
. SINGLE FAMILY A.M. TRIPS PER UNIT = (D.TB TRIPS /UNIT PER RE TRIP GENERATION MANUAL {TRIP CODE 29Dj
61NGLE FAMILY P,M, TRIPS PER UNR `11,03 ?RIPS l UNIT PER ITE TRIP GENERATION MANUAL (TRIP CGDE 21Q) ~ Y
MULTI-FAMILYA.M. TRIPSPERUNIT =(D.57TRIPSIUNITPERCTETRIPGENERATIONMANUAL(TRIPGODE28D) w~
i ~ MULTI-FAM~YP,M, TRIPS PER UNIT=(D~TRIPS9UNITPER(fETRIP GENERATION MANUAI(TRIPCODE2~Y) a
~ L PHASE 5 TRIP TOTALS PHASING DATA
9 a
A.M, P.M. PHASE ALOTS ESTIMATEDCOMPLETION Q' 2OO° O6' 6OQ~ r
O PROPOSED RESIDENTIAL 126 16D 4 NSF SPRING2Dt3 ~
PEAKTRIPSPERTAR i 1 4,
° 5 ti6SFeL61MF S~ilNG20t5 i N
ev UTILI7E OPOSED ~ 113 PEAK TRIPS PER THIS
o STtE
REMAINING TRIPS 40 4T ® IN TRIP BANK
v 5
`r °CARa
REQUIRED MITIGATIONS 3 • q® oaoocoooaao `fAyo,00
REQUIRED STATUS ESTIMATED COMPLETION • o°p r~ ®o ~3 1 oa °Y9 a~ eo f ~
U ~•i L o
0 7 CONSTRUCT~QF45FOOTBA SECTIONALONGTHE CONSTRUCTION OF THEFULLWIDTH45B$ SECTIONALONGTHEPROJECT ING2013 ~ FRONTAGE OF THIS DEVELOPMENT E4p FRONTAGEIS PR EOWffNTHE E4~ANS.. NOT APP ® a Do ~TRUCTION
N a oaoaooo®
N 2 WIDEN THE EASTBOUND APPROACH OF CARPENTER FIRE A FEEaN•LIEU FOR THIS ITEM HAS BEEN REQUESTED. O 'rs} 0 L'®~ ~ C®°p® ®ooo®oo° 0••°®7°VVV°°~"°
w STATION ROAD TO PRONDE AN E%IX.USNE RIGHT TURN ~ LANE WITH AT LEAST 15Q' OF FULL STORAGE LENGTH.
a MODIFY THE ~ SIGNAL TO ACCOMMODATE THE 1 NEW LANE.
~ I I 1 i Cary Project Number tOgSB-004
CONSTRUCTTHEF'CANNEDPNASE4ACCESSWITHONE CONSTRUE`TIONOFTHEACCESSASREQUIRED,ISPROPOSEDWITHTHE E z° 3 INGRESSLANEANDTWOEGAESSLANESWITHAN 4PtANS. SPRING2D12{TOBECOMPLETEDWITHPH1k5E4A) 111 acKenan Drive Cary, Noah Caralina 27511 aralina 27511 tel: 919-469®3340 w,withersravenel.c~ License No. C-0832 Cary HTE Number 11-0457
EXCLUSIVERIGHTTURNtANEANDANDEXCLUSNELEFT 4 1 1 Approved y the Town of Cary
~ TURN LANE, WTTN AT LEAST 10Q QF STORAGE ~ LENGTH.
r eT~"hl~ AAA? Ilel~i Rt er~ ~ GV Development Review Committee
a WIDEN GREEN HOPE SCHOOL ROAD AT ACCESS TO WIDENING OF GREEN HOPE SCHOOL ROAD TO ACCOMMODATE A LEFT TURN NIA 4 PROVIDE AN EXCLUSIVE LEFT TURN LANE ON THE LANE IS NOT POSSIBLE SINCE THERE IS NO EXISTING RIGHT OF WAY. THE P®nner Date
OUNDAPPROACHIMTHATLFASTT6FEETOFfUt1 NCDOT HAS DETERMINED THAT A LEFT TURN LANE WILL NOT BE PERMITTED. EASTB o
°o STORAGE LENGTH (PHASE 4), s
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. ° ~t , ~ i ` , ~ " ~ I _ l a Y ; _ ~ BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY
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~ ~ Carv Proieck Number 10-SB-004
i 1 E e r~ d ( i e i ~ I Cary HTE Number 11-0457 Z
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O ~ ~ I ~ ~ - ~ ' ' A ~ ~ F ~ ~ ! 1 . 1. ~ f x a ~ ~ t ~ t : ~ ~ ~ t T - 'gib ~ ~ ~ ~ _ e ~ ~ N ~ ~ " ~ ~ 1~ _ Nu r/ 1~ GRAPHIC SCALE Approved by the Tow of Cary
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P ® ® r ~'fi® GENERAL NOTES U ® ~
'°a-~ ~1~ 1. ALl CONSTRUCTION MOST BE PERFORMED IN ACCORDANCE WITH THE CURRENT z
s ~ ® TOWN OF CARP STANDARD SPECIFICATIONS AND DETAILS. G ° 2. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED PDD DOCUMENT. S
I P I ~g SEE THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE FOR PORCHES, yy DECKS, GARAGES, ETC. tgC E
~ d 3. UTILITY AND PIPELINE EASEMENTS SHALL 8E RECORDED AFTER CONSTRUCTION 15 S
COMPLETED AS PART OF THE SUBDIVISION PLAT. } °a 4. BOUNDARY INFORMATION IS BASED ON SURVEY BY WITHERS & REVENEI, INC. ~ ~
° ~ ;r I 5. DESIGN BASED ON TOPOGRAPHIC SURVEY BY WITHERS & RAVENEL, INC. ~ ~ ® 6. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO s
i e _ / ~ I,, ®d, i p f CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS BASED
® , f o • f j ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS ~ s APPROXIMATE,
~ 7. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT 7gNE 1 d,„ / TOWN Of CARP STANDARD DETAILS. 9 . ALL SPECIALTY STREET SIGNS AND
~~33,,~ s 0 / ` ® ~ ' "n 4, 0 ~ POST SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND APPROVAL PRIOR g
` w~, ® , g Y , r ~ ~ ~ 4„ 7QNE 2 ~ ~ _ ~ j TO INSTALLATION. W ~ f I B. COMMON OPEN SPACE SHAH BE MAINTAINED BY HOMEOWNERS ASSOCIATION. y
® , I g , tAp ` / l / 4. WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS. m _ ° 10, DELINEATED WETLAND AREAS SHAH NOT BE CLEARED, DRAINED, OR OTHERWISE 4
~ ~ pISTURBED UNLESS SPECIFICALLY PERMITTED BY THE U.S. ARMY CORPS OF ~ "
~ ( ENGINEERS AND NCDENR. ~
,r' ~ ~ ° OPEN ® OPEN \ SPACE OPEN I 11, THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COST ASSOCIATED ~pNE 3"-° ( WITH STREET LIGHTING ALONG ALL PROPOSED STREETS, ADJACENT STREETS ~
,o M~,,. ~ . r~ °A. ° ~ SPACE \ ~ SPACE ~ f AND THOROUGHFARES A5 REQUIRED PER TOWN OF CARY POLICY STATEMENT ( N0. 13. THE DEVELOPER SHALL ALSO CONTACT CAROLINA POWER AND LIGHT ~ 9
~ r ( I COMPANY IN ORDER TO DEVELOP A STREET LIGHTING PLAN FOR THE W ~ ' ' SITE/SUBDIVISION PLAN PRIOR TO CONSTRUCTION. W
C~~ ,r" 12. INSTALLATION OF ROAD IMPROVEMENTS MUST OCCUR PRIOR TO RECORDING OF z
`A~•y a I ,y, em 311 ~°e I E I I"~'~°`~`.,,-... i 1~ ~ °r ~ ( LOTS OR A FI CIAL GUARANTEE MUST BE POSTED. ~ t ^ I ~i?f OPEN I ~ 13. ADJACENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED. OPEN
? ? 1` p t t , t, a SPACE SEPARATING TWO PARCELS W4L BE RECORDED APPROXIMATELY ~ i + ~ SPACE w HALFWAY BETWEEN THE PHASES WITH THE ADJACENT PHASE. ~ p t II , r
; tt 24 ~ ' Z3 { ~ ( W I 14. STORMWATER DETENTION DEVICES VISIBLE FROM THE REAR YARD OF ANY ~ A
` ~ ' 6,589 SF I ~ ` ' 2~ ~f~` ~.,y ' ~ ADJOINING DWELLING SHALL 8E SCREENED FROM OFFpSITE VIEWS. EXCEPT 2J ; ~ 7,021 SF f ~ I WHERE DEVICE PLANTINGS ALSO SE AS BUFFER PLANTING MATERIALS.
I ' ~ 0.15AG (C) 0.16 AC d ~ 6,960 SF ~ I 15. THE DEVELOPER SHALL PROVIDE EACH DWELLING UNIT WITH A TOWN OF CARP ~ 26 ;I ; 5,567 SF ; i 0,16 AC ~ r STANDARD ROLL-OUT T FOR SOLID WASTE COLLECTION.
; t ; I I 35 . , , , , ~ i : . ~ ; ; 5,605 SF ~ ~ rr,,.•- ,t; 36 I ; : I il' JI Ic : , 27 I ~'F~' r 'M°°, ~ 't c ~ i 13,114 SF ~ i a ; ; I ~ I ; 't i ; : ; 0.93 AC 5,605 SF `,4 0.13AC r' ~ ~1 ( 16. THIS PROJECT IS REQUIRED TO MEET ALL Of THE REQUIREMENTS RELATIVE TO
8 484 SF 26 5,967 SF ,,,r , tai r r, ~ e + ; i , 17144 SF + e , i i , , : , ',1; ~ {F, ~ 8,256 SF ( BEST CEMENT PRACTICES AND 0.93 AC , : ~,M. ~ ~ l ~ ~ ENGINEERED STORM WATER CONTROL STRUCTURES AS OUTLINED IN THE TOWN
a 1 r` , r t t~ 37 „ ;F i; 0.14 AC ;`3t. , 0.19 AC 0,19 AC ~3 g s 6 069 SF ,a \ 's qfp , r °s` 1 IGHT OI~T+tlG`GE''•, I ` i A ' ' " ' 3Q I ' ?g .I ' tk~`:, ~~_®.'a - ~ / 0,99AC ~ ( OF CARY LAND DEVELOPMENT ORDINANCE _ ~~R _ ~ `ti,.~ ~ ( I 17. TREES SHALL NOT BE PLANTED IN ANY TOWN OF GARY ITARY SEWER
r ~ NT TO BE ~ t ~1 6,292 SF I : ~ I 0.16 C I F 6,512 SF E ! 32 ; ; ~ ~ i s, I i 0.14 AC ',1 t , ~ ° ~ ~ I : 5 896 SF , ; 6,053 SF p ; , w° , , ~r , " \ ;R~EGORDEG aN FINA~.~~ `i 0.19 AG ! i { ~ t I D.15 AG ~ ~ 5,757 SF I I , , { ~ ~ u EASEMENTS. « ~ ; ® ( f 18. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED
, r'!' gU~ ~ PLAT, ANO KEPT t ; ° a j ; , , . 5,622 SF 0.14 AC d 0.14 AC i v ° ` ' t t 7 451 SF a . , i l ; 1 ! ; 0.13 AG i " - - , , ; ° r S~ m , 0.13 AC =z ~ , ° l FREE OF ANY ~ , ~ y , a ~ "g ~p m rm / ~ ( TO, LANDSCAPING, GRADING, ARCHITECTURAL DESIGN (ESPECIALLY COLORS),
~ a,e ~ r,}~ °,,.K, ,,gyp ,PS '°'"'s t ? } ~0{~QTRUCTIONS° t,~ 0°17 AC ~,It 16 ;I~ i ;I` 'I A f{; ,.!'f ~ ~Q I LIGHTING, OR UTILITIES SHALL BE MADE WITHOUT THE APPROVAL OF THE
" ~ 6 065 SF k` I DEVELOPMENT REVIEW COMMITTEE OF THE TOWN OF GARY. rTNtS' ° .°"3P'D" Cj , 19. ALL HVAC AND OTHER MECHANICAL. SYSTEMS SHALL BE SCREENED FROM PUBLIC
\ y~ 1.5 ..r ~ w w 9,459 5F ~ m . s ; ~ Po ° a a a ,.,,b ~ 0.19AC -~^,l [ VIEW.
r ,.r,, ~ ` p,,, ~ ~ 0.22AC t ~ ~ .r ®r t ~ 11,214 SF~,.v ,r' - ,e r ~ , . ° . ~ ~ e e 9 ~ ,;1 s" "lam j\
s • ° ® / m v. , ,°°'1 ~ .f '7'. ? A "p ~"o r w a...° w v ® e G i r , , -1 ® ~ FPS ° ~ M~-..~ ® °,1~, t r` ' a 'i° 'd HIGHCROFT INVESTORS, LLC 5. 1 ; ~ ~,Y` ~ ~ ` ~ 9 100 WESTON ESTATES WAY
` 7a ° ~ ; ~ 79 ~ `t 8 744 SF i GARY, NORTH CAROLINA27513 .,i l~°, ; 77 1. 7,473 SF ` ~ 02D AG PH: (919) 461.30
® , 't , ? ~ , 1 ~ F .j l 5 f ~e~ ~ 5 500 SF 1 0.17 AG ~ ~ 9,406 SF ..a--°f ATTN: MR. KARL BLACKLEY ~ 3
r ~ z®y~ 4 _ ~ OPEN ? , .~r 14401 SF ks~,,~ -I . , , , ~ , ~ p~,_ .SPACE ~ ° R30.0'- ; ; ; 76 ` ~ qtr
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{ ~ :r""f p_ 0.06AG 'li il' III , a , t , ;i t v ~ .r ' Ki 'R2s.o 40 I ~ I I ~ s 'i ~ 74 , , 5,504 SF 3F ~`e 0.93AC y~,t` y~ a~~ p~~ ~~...6 ~ ~ j ~',~~,~V o~pLl." I CARYPROJECTNUMBER 1aSB~fD4 O~ ~
r~ xt r'~ ` . 7134 SF ,yd' ; £ ~ 1 `a, 5,549 SF 0,13 AC '`;.1`,, - ~ ~ ~ ~ .p ` r, 72 71 70 E 27.9 ~ l 73 K , C L, ~ , N I ,`''=,1`', °a ~®.P-° ( ' k ( WAKE COUNTY REAL ESTATE ID # 0367932 t ~ ~ 6 ( TOWNSHIP WHITE OAK
a16AC ~ ' ~ ; a.13AG \ t 95 , R3$.9 ~ 7 951 SF , ~ ~ f,.; TYF. ,f' f , . ~ 6 622 SF s , , ~ . v1 ? ~ 5,924 SF ~ ~ e~; ~ ~ . ~ ; a 6,089 SF 6,069 SF ~ I 7,424 SF ~ ° ~ ; ~ ' ~ a 60 ! ~ 7,371 SE ~ , RECORDED IN BOOK OF S BOOK 2006, PAGE 299 a ~ I 0.11 AC ~ ~ WAKE COUNTY PIN NUMBER 0734690264 ..o.
0,18 AC 0 { ~ t 0.14 AC ''~,,~~5~~ ~ ~ d' ~ 0.15 AC p 0.14 AC 0.14 AC 0.97 AC a r ;~1~~, \W •d ;.//F ~ .1` , i I o a I } , INS INSTALLTEMPDRARYTU OUNDAND ~ I ~ , I 6,660 SF I ~ ; (J}
313 TYPE 3 BWtRICADE AT END OP PhU1SE 5A : , RoADCDNSTRUCPON. REMDVEUPON ; 0.15 AC ? ~ TOTAL PHASE 5 ACREAGE (AG) 4D.52 AC. (PHASE 5 BOUNDARY)
~ . , J;,/' ~ ~ ~ 5 642 SF ; ,d , , - ~ ~ ..s' 4 0 ~ fr~ o,y rf 0.13AC,r / , , _ .__~___._____...1 ; ° COMPtE DF PHASE 5B R AYS. I n ' k ' PHASE SA (ACj 19.50 AG ~..W.~__~__._a_._°m`"`~= i PHASE 58 (AC) 12.86 AC
a 5,223 SF r c 1 N 0.12AC;` r t, d'r rJ ~'L - OPEN - ~ ~ FUTURE DEVELOPMENT(AC) 4,83AC 9 ~ ~ j I ~ 7 ? ) MORRISVILLE PARKWAY ROW {AG} 3.32 AC (WITHIN PHASE 5 BOUNDARY)
~ SPACE p. ~ ~ 5,50oSF 40.52AC.
® ~ r 5,525 SF d,, _ , r ~ ~ 8 ~ 27,379.4 SF j 5500 SF a~ ~ 0,13 AC
® ? C' 5,342 SF Jr`r/ d`/.` ? , '~x ~ r'l' , ® s r . r' , , 6,753 SF r 0.63 AG ! ' f ~ :~k ~ ~ ~ MORRI5VILLE PARKWAY ROW {AC) 3,55 AC OUTSIDE OF PHASE 5 BOUNDARY t ~ "Tyr` • ~
® \ ? 0.12AC !~a ^,t df•, /'.f®e ® 66 0 ~ 't; f~`J, ® , , ~ ~ \ \ 14 y f r,. 43 ~r/,:~ , ~ ~ 1649 sF 5' ~ 0.16 AC t` r' t° ``"aR ; f g~ x ~ I REQUIRED OPEN SPACE{AC) 4.05AC{10°!°) R ~ ;~`F`~'' OPEN SPACE PROVIDED (AC.) 10.94 AC.
~ , ® o ~ 5,674 SF ~ ` r1 , , .d ~ r" 'e\ 'Op ? ® J"' gl3 J , ,~0• rr , 0.27 AG ? ~ i t t' r', t x ! ~ ~ ~ 1 16 j ( m ZONING PDD MAJOR (HIGHGROFTNLLAGE) ~ ? 62 I , ~ a 5,500 SF ~ W OVERLAY ZONING JORDAN LAKE WATERSHED PROTECTION OVERLAY DISTRICT e~ ~ , , p
~ \ 0.13 AC , ® , s r' 91 /r" l ®~4 ? `b'" d 5,911 SF r',r'~,, , ; ~ rr J,~, ; , ~ ,~;r 4 ~r° ~ 5,500 SF , • 0.13 AG ~ PROPOSED NUMBER OF LOTS 110 (67 LQTS PHASE 5A, 43 LOTS PHASE 5B)
\ ~ ? d`// v, a° y "t r' ~ r" ®~`~:`",t s ' "~,.r',.,"-°° Tn 5,500 SF r , ~°0 ~ 0.14AG r , / J. r, > , , , / r ,~®Df i 1 t t*, ' t, ,.~J• o®'; ,1 `ti 4-° ~ . \ 0.13 AC 0.13 AG ~~~-~-~•~r ~r~ a~ PROPOSED DENSITY{DUJACRE) 2.71DUTAGRE
1 f 5 712 SF f' a ``t a ~ "r' ' , • ~ . M•"~, ,.m. ~ rv ~ I ) MA?(IMUM ALLOWABLE DENSITY (DUTACRE) 4.33 DUTACRE
~0 ~ rA ry ° ( ~ ~ ! ~ 5 ' 1 MINIMUM LOT SIZE ALLOWED (SF) 5,000 SF ~ 5,500 SF i MINIMUM LOT SIZE PROPOSED (SF) 5,463.1 SF 5,0500 ~F ~ ~ ? i ' ~ ~ ~ AVERAGE LOT SIZE (SFj 6,566 SF
~ ` rP® 6 725 SF d f , ° ~ f 5,504 SF - - ® 1 ; / \ a s , , 8,547 SF r 1 ~ , 0,15 AC ; 't, ,r/r r ® \ D.13 AC 45 ,e '~a D.2oaG ,,r" r \
~ { ~ ',d ~ ~ 5 727 SF r,. `4 ~ 'e r` / .e •:°s°.:, ~'=~y.~~d;.; ~ Rpy~ ~ ~ 5,500 SF ~ , D.13 AC I a ~ ~.^'f`~., ( j ' v_,.i-- IMPERVIOUS SUMMARY r~,,// ' 0'13 AG J i 2.4 "°..'°"...."____.~.`..__`_1 ~ STREETS AND SIDEWALK 143,038 SF, 3.26 AC (PHASE 5) 0
{ ~ H A' R l ~r ~ A p d ^r ~ ?r,F; 1, •4. ? :.,~f `4:'.,':*y :'~~'y°:''l ? V6! 1 ® d` .rr 10Q diry> ~ ~o a.13 Ac , r' r"° ' ~ ' 5 50D t ~ .~.R 5,500 SF - o~ ' ob~tl ~ ~ 106,108 SF, 2.45 AC (MORRISVILLE PARKWAYr 4
t ~ 7 266 SF ,f' r' k ~ f/,'' f/J . `:i~:. 1 A / ! a? ® f'ir° _ / f , r ~ ° r' 5777 SF r R, a. 3 c - ' t rr' , r'/r' 46 b f ' r 'b`°4r, ,1 ~ 0.13 AC fr ® I ~ ~ I ~ ; w I ~ 249,746 SF, 5.13 AG {TOTALS AND SIDEWALKS) _
f,?` 0.17 AC r ~ / '/r` 0.13 AC ? ~ ; , ~ 5 734 SF . ' \ ~ I ( 5 500 SF ~ o TOTAL IMPERVIOUS FOR LOTS 440,OOp SF,10.10 AG (4,000 SFILOT) ~
TOWN OF GARY PLANNING DEPARTMENT REQU RED GENE L NO ES w ~ ~ , .1 AC ~ `'d`` r'"! r' "~y.a°° s" A. 51GNAGE IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN REVIEWED 1a1 , d C[ j" ^,4 s, ~ ~~^,,h,rs,~'f 6~ ~ f+6 ( ~ ' ~ ~ 0.13 AC ~ ~ 1 TOTAL IMPERVIOUS SURFAGEAREA 689,746 5F,15.83 AC ~ p : 5,500 SF ; ~ e , ~ ° ~ MAX ALLOWABLE IMPERVIOUS PER LOT 4,DD0 SF Z ~a o.13AC ~ f ti 6,123 SF ~ t W
OR APPROVED AS A PART OF THIS DEVELOPMENT PLAN, IF YOU ARE ~ 'f>r 68025E ` ® . ~ J, ,4 d ,
REQUIRED TO SUBMIT A UNIFORM SIGN PLAN, YOU MUST SUBMIT AND OBTAIN ` \ { £fd 6 , ~d' 47 ,r~r' ~ ~4- ~'°,r' 5,498 SF ~ APPROVAL OF A UNIFORM SIGN PUtN PRIOR TO THE RELEASE OF PLATS FOR rt 1 i J J ® " r` 5 674 F r , O d. 0.13 AC . ~o 4 ~e 0.19 AC I ~ i ~ TOTAL DISTURBED 34,0 AC (~'y ~'o ` ~~r` 67 ` e 13
THE RECORDING OF LOTS (IF AAPLI LE}. PLATS TO RECORD LOTS CANNOT ~ ® l ! / 1. .r' ` r r' ` c~ 1 r' ~ ® ® 0.13 AC / BE APPROVED UNTIL THE UNIFORM SIGN PWV HAS BEEN APPROVED. ~ 102 /o ; ~ / .a ~'t 5,500 SFE ! ~ ' ~ r 5,753 SF ~ ; SETSA~l~S
B, WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS REQUIRED ~ ? ' ® 6,864 SF f ,/'f 3~'~:. t ® e fj •}r, ;''r," `-t. \,.,rdr 496 SF `°,ti 1 ~ ~ R ~ ~ ~ 0.13 AC f P~ 1 ~ ~ ~ 0.13 AG i ~ ~ FRONT YARD 1& WITH PARKING - 8' WITHOUT
(I.E. BUFFER TYPE A, B, C, AND 10O° THOROUGHFARE CORRIDOR BUFFER} ; ® ~ `/r'r rJs ~ ~ ;:f,' 4~ ; , i 5° / 0.16 AC r , ® 0.13 AC ~ THE CARP SITE INSPECTOR RESERVES THE RIGHT TO REQUIRE SUPPLEMENTAL , ~ r/ r / (9? 6,039 SF e, 1^ ~ , \~I , F ~___s.___,....___.__. ~ SIDE YARD 3`MINIMUM L
PLANTINGS IN ADDITION TO THOSE SHOWN ON *HE PLANTING PLAN BASED ON r \ ,d'J' t '"w. 0.14 AC / , r`~, ACTUAL FIELD CONDITIONS, ` ® \ f'` Jrrfi ~i•°: ,"r J'/ ` ~ ~ 63 f ` .e ~ 5,500 SF ~ f ~ j REAR YARD 15'MINIMUM ~ 0,13AC~,.~,~ ~,l ! tl~ if ~Z ra ) CORNERSIDEYARDFROMRM' 12'MINIMUM
C. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL All STE WO ~ ® 'ti ,r ? 103 d Q ° / , ® `®'«t 5494 SF ; ,j/ , 't A'~ ,r~, , / N ~ 6,570 SF i w ~
IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO THE FINAL 51TE ~ m, t r ®J ~ \ A ` ~g ~//r' , r r I P TI F R TH RTIFICATE OF OCCUPANCY Ca . ,~4 ~ 7,499 SF / ! \ `s ~ 4 F - d e` - ® 0.13 AG f' J'' NS EC ON 0 E GE ( ) \ ® 0.16 AC rd ~ ? 5,51 S ,r / , , e, f I
.y FA I ITI A IAT WITH ON r < ,f t ~S r" , , , r / D. ALL ABOVE GROUND UTILITY EQUIPMENT AND C L E5 SSOC ED ~ \ { , 0.13 AC .F / ? , . r , 7 57SF ~ D,15AG I I TU UATII o f'dJe'• T~k,~ ® ~ W
SITE ELECTRIC, GABLE, TELEPHONE, GAS, OR OTHER SIMILAR UTILITIES SHALL ~ 0 ~ c rr'/,r' ~i. ' ? ,r' ® r'+®.rj 6~ J tf BE LOCATED IN THE SIDE OR REAR YARD AREA OF THE SITE AND SCREENED, 't\ ~ ' 1 Q4 r'~ dr ,''ti ? ? , ' ~ ® ~ ° r/ , 50 ,,or ~ 5,492 SF ~ ~ t ~ ' 4,17AC f` ~ r ~ ' ~ ~ , c ' PHASE 5A LF WATERLINE PHASE 5B LF WATERLINE P AY LF WA (NE w
TO THE MAXIMUM EXTENT POSSIBLE, WITH EVERGREEN PLANTINGS, PLANTINGS ' 6,654 SF ,f;r"° r' 0.13 AC :f/r'` SHALL ALLOW FOR A MINIMUM OF 5' CL GE AROUND THE STRUCTURE ~ 4 ` ® ~ r ~ r° 0.16 AC s: 5,511 SF r f , ® , ,r ~ ' " 51 LF 6' DIP WL 26 LF 6' DIP WL 2,894 LF 12' DIP NIL ~ ~ , ee® ~ a ~``~qp,/` ® ~o % p ; ~ 1,452 LF 8' DIP WL 1,391 LF 8' DIP WL 5
FO ALLOW FOR ACCESS. ADDITIONALLY, FOR ANY SIDE OF THE STRUCTURE 0 r ~ , , 0.13 AG - ~ ® < ! R K TH P TING HALL ALLOW FORA 1O° a, ~ \ { ~ /f 1O5 ® l' /d ` / ,'J~~ 61 i'~'r 6~ p - a.o ~ / 7,763 SF ~ ~ 9,256 LF 12' WL TOTAL ®1,423 LF 1~ i ,F a $ -,ts•-- r/ 0.18 AG g a t I-
HAYING A R O LOC , E LAN S 5 w l J J CL CE. THE AMOUNT OF CL CE SHALL ACCOUNT FOR THE SIZE OF t 'OPEN , Jr 6 291 SF ,r`~'° ® r`f r FJ1 /j e`" 5,494 SF r,: ,r` i,490SF rf ~ ~ ~ ,T~ i"~ -.._._~m__~___._ r .l TOTAL~2,759LF
THE PLANT MATERIAL AT MATURITY, , ` ` ~ r` ~ ' r / ® ~ ~ ;°!'f ' 0,13 AC r ' °J ` SP ro® , r 0.14 AG ti ®y 5,508 SF , J' E. NO TREE SHALL 8E LOCATED WITHIN A ROADWAY RIGHT® OF-WAY OR WITHIN ~ \ 0 O °^.,'`,r r C " g f ' ~ PHASE 5A LF SANTTARY PHASE 56 LF SANITARY
5° OF A SIDEWALK. \ r~+~ ~ ,°s ~ 0.93AC!! t~ ®e %J~ 6a '`r"~ ` j i r g 6 ( 3,016 LF 1,465 LF
F. NO FENCING SHALL BE PLACED WITHIN A BUFFER UNLESS INSTALLED AT ONE \ \ ~ / 1 O6 ~ t r' /J'` 4 i ` r' 5,486 S'' TIME FOR THE ENTIRE LENGTH OF BUFFER OR STREETSGAPE. NEITHER , 5541 SF r' i ~ !/rf ~2 ,•f'~ " 'e \ ti s ~ ® 5,466 SF , / . ~ 9,706 SF , e
INDIVIDUAL LOT OWNERS NOR THE HOMEOWNER°S AS50CIATION SHALL INSTALL ~ \ ~ ? /j f~ f 4 r'` 5,505 SF , 0°13AC FENCES IN A PIECEMEAL FASHION" PRIOR TO PLACING A FENCE IN A ` \ F a ® / \ ,r, 0°13 AC/>,i`' o,13AC fr'`f ; , ee , ~ ~ e ~ a~ 0,22 AC e a ( P E 5A LF RECLAIMED PHASE 5B LF RECLAIMED PARKWAY LF RECLAIMED °®e ~~f° 59 ,n~//., ® ~ ` " ~ - w -°-tiW-._.j ' ~ A ~ 982LF4"PVC 1,398LF4'PVC 1,241LF6°PVC
BUFFER OR STREETS E° THE FENCE SHALL BE SUBMITTED TO AND \ •°``q° ~ fr. n. ~ ,~4 j / ' ti, ® ` r,~,
APPROVED BY THE TOWN OF CARY. \ { ` o, J'//' 1 O7 /r Y ° ~J" J ;~,i` he4 `e r° ~ G. DECORATIVE FENCING, PRIVACY FENCING AND ENTRANCE WALLS PR SED TO ~ l ~ 5,735 SF ' * 5 399 SF r `r'~ ` , e° e°"` ~ 5 466 SF qt'`°~~ ~ i _ - ~LQ e ~ 1,612 LF 6"PVC ®e i / ,t,~e1'/~®* F~".... ; ~ TOTAL= 2,194 LF w. € ! I ~ ~
a BE LOCATED WITHIN BUFFERS AND ALONG STREET RIGHT OF WAYS MUST BE ® \ ' ATI TN P N IN DING AN `e 0.13 AC ,r`'r,rd ~ ® r'' J , z APPROVED. PLEASE SHOW ALL SUCH LOG ONS ON E LA CLU ® \ ' r r, ® ~ 0.12 AC ; r ~ • e° 6a ~~rr/,f'~`~ ~ ~ ~ ~ ~ ; ' j ~ ( ~ ~ # OF WATER TAPS 110 (67 IN PHASE 5A, 43 IN PHASE 5B)
ELEVATION VIEW Of THE FENCE INDICATING FENCE HEIGHT, MATERIALS AND ® ® o J ® a ; . ; . i ` ® ' `®r `f ` ' I ? I ; # OF SEWER TAPS 110 (67 IN PHASE 5A, 43 IN PHASE 5B)
COLORS. PROPOSED LANDSCAPING ASSOCIATED WITH THE FENCE INSTALLATION, AS REQUIRED BY THE ZONING ORpINANCE, MUST ALSO BE %/r 6,162 SF , °e° e~ ; 5,484 SF ,.%f/ ~ , ' ~ i ~ ! ~ i I ~ r. , ~ , e r ~ , ; ~ # OF RECLAIMED WATER TAPS 110 (61 IN PHASE 5A, 43 IN PHASE 5B) ° • 0.13AGf e r ;I ;I ~f `e °e , ° , I a I ; 7 AVERAGE SEWER FLOW (280 GPDILOTj 30,80U GPD (18,760 GPD IN PHASE 5A, 12,Q40 GPD PN PHASE 5B)
H TH TRAN FEATURE PLAN. ` w r' r r r t'\ 4. ~ ~ 5 325 SF ,'"'rr. w SOWN ON E EN GE ~ TI F T I ~ ` b•` r' 0.14 AGr,•^` Jr ® 0,12 AC J'/ . ° ~ i+ ~0 ~ ~ ~ 8,997 SF 1 ; 5 725 SF ~ 15 570 SF
= H. THE TOWN OF CARPS NOT ALLOW RECORDA ONO LO S UNT L ` r ® r; ~ THE NORTH SEWER INTERCEPTOR PUMP STATION IS OPERATIONAL, ? \ r,/x,r` 1pg .r:,°\° ea r ! o. °®'B e° ee r~ ~7 ~1 `~t n ~ 0.19 AG ' ' ~ ~ ` i I m PHASE 5A LF STREETS = 2,737 LF °G °A ~ ee e ~ t : a s ; 0.13 AG ; ; 0.13 AC ~ > o PHASE 5B LF STREETS =1,492 LF L~
ROAD G SIFICATIO TASLE ~ ,E/` 6,408 SF % ~ ® ~ 55 ,~r'~"`' 55 f~'%'~ '~9 8,928 SF ~ ~ ° E) ( ) ~ ~ ~ S ~ MORRISVILLE PARKWAY LF STREETS = 2,970 LF
° ' ` / 5 474 SF ' ~ ~..j f ~ C~ F0$TED DE ? 1 '`t ; , r" 0.14 AG ! ~ , ® + ~ I iA~ I ~ OJ ~ V T E.J R AY CtASSIFIGAT *o ® , ""rf , ,r% ? '',®q~ Y°' . i ~ E® sr~El3 , , ~ , 0,13AG r . 5,474 SF r ~ ee azD Ac 4 ~ ~t ~ , 0,13 AG ~Ei r R25A " i®~ ~ 5• ..e.R30.0 ~ I
PRIOR TO THE FIRST CO BEING ISSUED IN EACH PHASE, THE DOUBLE d ```ti.. r' ,f 110 e
YELLOW CENTERLINE ON ROO1, 35 MPH SPEED LIMIT SIGN AND ALL R~9 ralNaRCauECroR 3s 90 5596 SF ;Jr~+ ~ ~ r`%r`~ OTHER TRAFFIC RELATED SIGNS NEED TO BE IN PLACE FOR THE PHASE. ,RCg3, RESIPENTIALL 2s 30 , ~~'~,,;''r'`f ~ ~'~~,,;.r`rr` 56 ® e ; sr e/ w ° ° 8002 w ~ °
\ ` 0.13 AC / ® ` t 8,6 n ® \ ~ ~ ® 0w 8,651 SF j , ' - ® s~cl~T DISrANDE = s _ ~ ~ II ~ °
" WATERSHED NaTE r ,r~®, ; ~ ~ ~ ~,TYP° ~ ® ~ to .o* ~ ~ _
r THIS PHASE MEETS THE TOWN OF CARP RESERVOIR WATERSHED ~b(a~,! f \ / i ~ ~ j
~ PROTECTION ORDINANCE (JORDAN LAKE WATERSHED) AS A HIGH DENSITY f s { . ; ~o~ ® ~ . , . ~ - ~ a ` o ~ m ° v ~ ~ ..'ate, _ a sp ~ _ ~ ~ ~ \ Y
„ USE WITH THE PROJECT IMPERVIOUS PERCENTAGE LESS THAN 707. BMPS CENTERLINE LINE DATA v ~ ~ e ARE PROPOSED TO MEET WATERSHED REQUIREMENTS. ~'p ® ~ ,
THE PROPOSED BMP'S CONSIST OF WET DETENTION BASINS, LINE BEARING DISTANCE ~ ! ® I { bF ; , ° „ ~
L1 N48°00'S0'W 396.20' f 1 ® .b ,e ; • \ ' ENTERLINE CURVE DATA L2 N43°351a'w 3s4.$r o/® , IQNF ~ ~
a L3 N1$°4708°W 13$.68' ~ /"'g 6 I ` 1 0 ® ~ g s Nc ,~..-""r ' ;I; ;!j III i ? ~ ~ m I i
z CURVE RADIUS ARC LENGTH CHORD LEN,iTH CHORD BEARING DELTAANGLE L4 N 63°20,40• E 7748° j 1 , \ ® NC ~ C1 175.00' 143.88' 139.88 N 24°2534` W 47°Q734' 1 ~ I \ , as L n a L5 N 8 e55'04" E 259°24' o,\ { i ~ - ~ \ a ~ r { : 11 6 t t; f 1 ~ 2 ~ 3 4 I E 5 6 870 SF !
~ C2 1800,OtT 138°95 136.97 N45°50'04"W 4°21`34' L6 N4820`43`E 62.7P / # I { , ? { { ~ ~ a ; ~ t 6,433 SF ~ i 6,882 SF ` ~ 7 304 SF i , 7146 SF ~ ' ~
u+ C3 225.D0' 97.95 9727 N 31°10'47 W 24°5P08' L7 S ~°54'08" E 307.35' B I ` C4 300.QP' 128.8T 127,68' N 75°3T52' E 2d°34'24' { 0 0 ~ ~ ,e ,e I` { ~ ~ L8 N75°35'39°E 1$8.33 , f I a 0 ~ { ' ;10440 SF . ~ a.15ac I ' ~ ; i ` ; ? o.1s- ( ~ ~ ~ ; , ~ ? A96AC ( 4.17 AC . I 0,16AG ; I ~ I q j 0.24 AG ; ~ 9 l;
r C5 150.00' 117.98' 19421' N 88°43'18' E 44`4509' ~ L9 S Ot °07'33' W 22436° ~ C ' I ° ~ I ~ ` ' I
~ ~ 540.00' 135.29' 134.88' N$3°2L746'E 15°30'13° L10 S42°O6'07°W 94AQ " e j " { ® ~ C7 150,00" 276.28' 238°65° S51°38'24'E 105°31°54' a '"vn% \ ®a, / ® { ~ . P®... I I I ® a ®e . w ~ ``-.a 4pTOWPdO CARY......~ ° ........1 Og°yn®~~~a®GAR®~°)®o
,r L11 N01°05'52'E 77.84' , y , - C8 200.00° 143.03' 140.00' S 21 38'50 W 40 x'34 L12 N 41°53°53' W 433,84°
w ,`e c' 3;;~' ®~,qel { ~ 1 ® ` BEGINCONS IXd a C9 200°00' 171.03' 165.85 N 23°24°00° W 48'5544° L13 N 02°04'5$' W 44.75 a ` r5 Y~FLO® °D \ ® ~ ~ 111.95' 108.99° N24°5524'W 45°4$'56° s ~ t PHASE5PG:32+5309
a Ci0 140,00' 1 e, c{~ O \ { m{ 4 ~ ® L o 0
~ ,e p{ r \ I { 0
SIG D{ST G - HIHCRFT H E 5 \ ~ - ® ~ _ _ S . ® ti ' ' ~ OPEN NOT APP oQ ®d° STRUCTION ~
° ° zoNe - - ~ - ACE ~ ( ® ;
Design Speed of Majar Appraach grade of Additional Lanes, Additional Time far Left Tum T1me 1~1ght Turn Time Left Tum Sight Right Turn Sight ~1 Majar Street Name (Through} Minor Street Name (Stop] ~ . 4" \ ~~R 'O ° 4 0° ®p® ~q °®0000000 ®®o ZONE' ~ \ ~ ? r ~ , FLOG®(~M® t~ ' ' p° 0®~~ L> ~ a9aOa®
c h minor street °I® from the left Multilane Hi hwa Ga sec. Ga (sec.j Distance (ft.j Distance (ft.j W~ I o Street Imp j g Y p( I P I
onna onn7 do d Rt n nn t1 M A 46 6.913 498 410 I $
Cary Project Number 10-SB-004 Z
ROa1 ROa3 40 4.92 a.ao 0,00 8.48 6.99 499 411 ` f ~I Cary HTE Number 11-0457
8002 8004 30 4.84 0.00 OM 8.47 6.98 373 308 { a R004 30 0.53 0.00 Q.00 7.50 6.50 331 287 • ° - - o -4p® { R003 c PHICSCAIE Approved by the Town of Cary o
R004 R003 30 4.46 0.00 a.oa 8.39 6.95 370 306 { a 30 60 ,zo ,IlA Development Review Committee
MORRISVILLE PARKWAY RQQ1 50 3.10 3.00 1.50 9.62 6.81 707 501 a .~ES1lr L
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s DEVELOPMENT ~ ~ ! _ BM 1980 P 2792 91 a
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1. rtf m' s, ~ , , _ UTILITY NOTES
i w. . ~ ~4~ r r ~-;.-a~. r `~rj' : fie" d'`""^~_ , ,
J, ~ " ,fir ;s , t' _ 1, All CONSTRUCTION SHALL BE IN ACCORDANCE ~ ~
L ~ ar" ~ - T pW - 1 " WITH TOWN OF CARY STANDARD SPECIFICATIONS ~ ~ ~ AND DETAILS, THE LATEST REVISION, ~
,r - ~ _ _ _ - _ , a•P` , W `t
~ ~ ~ ~ vt~ 'aJT"I'd - ' 2. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS Z ~ ~ `IP ~ ~ ~ { ~ SHALL HAVE A RIM ELEVATION ONE FOOT ABOVE 0 $
PACE ~ ~ ~ FINISHED GRADE.
f ?
- I 3, WATER LINE SHALL BE 2` MINIMUM OFF EDGE OF R CURB UNLESS SHOWN OTHERWISE. ~ 3
A . _ i - .rr r t
~ ~ ~ 4. WATER MA9NS SHALL 8E LAID AT LEAST 9O FEET ~ ~ LATERALLY MEASURE6 EDGE TO EDGE FROM ~ ~ o
_ 1,. _ i _ w y ~ ~ EXISTING OR PORPOSED SANITARY OR STORM ~
~ w~~oY t ~ a ` PAC ~ ~ SEWER UNLESS THE ELEVATIONS OF THE BOTTOM w ~ ~ ~ ~ ~ ~ OF THE WATER MAIN 15 AT LEAST 1B INCHES ~ ~
, { ~t, I ~ ABOVE THE TOP OF THE SEWER WITH A 4 ~ HORIZONTAL SEPARATION OF AT LEAST 3 FEET. 'v
~ ~ WHERE A WATER MAIN AND A SANITARY SEWER ~ "
I ~ ,,hog ~ a, - ~ y CROSS, AND THE VERTICAL SEPARATION IS LESS a.
- ~.a-~- pry., ( J 1 q ~ @ °~gy ~ THAN 18 BNGHES OR THE WATER LINE PASSES _ , UNDER THE SANITARY SEWER, THE SEWER MAIN ~
f i T ~d ` tai a 9 1 ~ ~ @ 1 t ~ e R ~ $ a: ~ ' I SHALL BE DUCTILE IRON PIPE, ALL WATER LINES ~ Q
,r - ~ 1 ~A ;R $ ~ ~t~ - ~ ti t ~ 6 ~ ' ~ ~ ~ ~ ~ SHALL BE DUCTILE IRON PIPE, ~ ~
~ r e i ~ W Z t ~ ~ ° ~ ~ 5. ALL WATER SERVICES SHALL BE 9" TYPE K a ,
~'a ,ice'' gf~ , ~ ~ ~ ~ It~STALl2"BOA ~ ~ ~ ~ ' ~ f ° COPPER AND ALL SEWER SERVICES SHALL BE 4" l~ ~
° p~ ~ SG ~ 86~ INS ALL CAPON `1P~TA9LEWATERLINE ~ ~ t ffi~~~ ; ~ ~ > ~,n ~ ' ` ~ ~.,;f f ~ j SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. ~ ~
'P ~S' ~ t TAP E liN ~ i ~ ~ ( P~ ~ ~ ~ ~ , ; ~ ~ ',REC~AIMEDWATER~,, , ~ ~ , ~ , ~ ~ ` ~ ~ 6. CONTRACTOR SHALL MAINTAIN ALL EROSION . ~ ,`w ~ 't ~ " ' I CONTROL STRUCTURES DURING THE LIFE OF THE e
~ ; ~ , ~ ~ ~ ~ ~ ! ~ ~ ~ r' LINE A,T PHASE LONE l~ ' I I ~ ~ ~ R' ti. . J ~ ' a " ~ ' ~ PROJECT.
39 ~ ~ ~ P ,
= ~ ~ 7. CONTRACTOR SHALL CONSTRUCT piVERSiON DITCHES
~ ' _ t1 ~ - , x ~ p~, t ~ ~ ~ T~' ~ ~ AS NECESSARY TO ENSURE ALL SEDIMENT IS ~ ~ ~ ~ ~ * ~ ~ ~ DIRECTED INTO EROSION CONTROL MEASURES,
I a~ i a d, o ~ ~ ~ n ~ ~ vy,- i 4 ~ ~ ~ ~ 4 t; r ~ B. ALL CATCH BASINS SHALL BE PROTECTED PER TOC
~ t ; M ~ ~ ` e!. g„ . p ~ ~ ~ 5TD. 4.94 UNLESS NOTED OTHERWISE.
5 ~ ~ ~ ~ 1 ~ 't ~t ~ an
" / ~ ~ a' ~ ~ f ~ ~ ~ ~ 9. CONTRACTOR SHALL VERIFY LOCATION OF ALL ~ EXISTING UTILITIES PRIOR TO CONSTRUCTION, ~a
FUTURE MH ~ f ; ~ ~ ° ~ ~ BY QTHERS} . - ~ ~ ~ LOCATION OF EXISTING UTILITIES SHOWN ON PLANS
- _ 'k 'r _ y _ ! u~ ~ - a~~ hw .,..ri'. .Y mI ~ tr ~ ~ ~ ~ ~ ~ ~ ~t x~~~ ~ IS BASED ON BEST AVAILABLE INFORMATION BUT ~ ~ g ~ ~ CAN 8E CONSIDERED ONLY AS APPROXIMATE. ar
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~ ~ ~,k , ~ t s _ ~ ~ ~ , ~ ~ ~ ~ t~~A~u w~` 10. TOPOGRAPHIC INFORMATION FROM SURVEY BY ~ ~ ° WITHERS ~C RAVENEL, INC. ~
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~ , ti ~ PHASE ~.INE+. "r < ` ~ RECLAIMEE}WATER - e.
~ 1 hd ~ ~ ~ V ` ~ ~ y, s ' - 1 i ~ 1 . ~ ~ ~ ~ ~+NSTAiL~~ Baa 1 ,({~~(M~ ~ L1NE,71T PHAS IN fr - ~ ~ ` .-INSTALL2". BOA ON r ,'`f ~ ~ ~.--m,~..!~ ~ 4 ~ ~
~ ~ ~ ~ U ~ ~ j POTABLEWATE ti POTABLEWATERUN _ - 1 ,
f ? ~ ~ `ti / ` t `k`• ~ ' ~ - ~ ~ . ~ AT PHASE LINE AT PHASE LINE _ ~ 14 ~ ' 4 _ - - ti ~ ~ 4 ' 0 ~ ` t
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1 ~ ~lr ~ ~ ~ cAPOx RECLAI` D~ ~ ~ FUTURE MN 1 ~ ~ i~ ~ 49 r ~ ~LAI' Q~ ? r ' ~ of 1 ~T , t~ _ ~ ~ ~~4 ~ ~ ~ ~ y
~ ~ w,, (BY OTHERS f°.~` WATERLINEAT, J ~ ' ° \ ~ , ~ ~ f ~ PHASEGINE f t { ~ p I ~ l ~ , 6
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a HOT$OXPERTOC ~ ti ~ +r ti ~ ~ e~'~~a~ ~ ~ _ , ~ ~ " ~ ~ ~ " , so,.o" a se ~ so goo 'y I 1
~ DETAILO62DO.Q5 ` ~ v ^ I 'p $ ~ ; sue" ~ i . ~ w r
, , , { K ~ ~ ~ ; F FUTURE ly~~ ~ ~ , a ~ ; , ~ , , BY a Rs ~ t ~ ~~~i~° _ m " 1 inch ~ 50 ft. ~ ~ .a ? i E
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/ I I ~ - - ~ ~ ~1 O
~ RECLAIMED ~ ~ ~ i P ~ I $ "y~. t ~ ` WATER litf~ ~ i ~ ~ a , a - _ r-~ 1.~ o
i I ~ r; p ..e ~ ~ ~ ~t._ I`~__~-:::.-; ~.a .,..~~~~w-_ _ _ T APP ap ~ Da TRUC
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Q it ~ . ~ . - ~ MH•.1Q9 re:.;P~®j~ Cary Project Number 10-S~-Og4 r
Cary k
~ rA r by the own of Cary Approved
f W I _ti Development Review Committee
0 1"=20* P e w W rJ LL) RECLAMIED WATER CONNECTION DETAIL OPEN
Planner Date r ZONE - 2-- PACE== . ~ `~Y _ ~
- o r o~ 0 LLJ
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,p , ~ a~. a _ . u~..~ _ _ _ _ a...~____ _ _ -
~ ~ UTILITY NOTES _n ~ . .
" - ' - ' ~ ~ _ t. ALL CONSTRUCTION SHALL BE IN ACCORDANCE a
, ~ _ ~ ~ - ,tip ~j~ ~ _ _ - _ WITH TOWN OF CARY STANDARD SPECIFICATIONS ~ . - _ - r.-- _ - ~ ~ ~ AND DETAILS, THE LATEST REVISION. E
` ~ ~ Y -
, . _ . ~ ~ ~ m ~ ~ - - ~ _ , :,-OPEN - _r r. - r , ~ mQP Q - - ! ~ ' ~ ~ 2. AL MANHOLES LOCATED OUTSIDE OF PAVED AREAS e _ - - ~ a~~ = -j " ` ° ' SHALL HAVE A RIM ELEVATION ONE FOOT ABOVE 8
~ ACE , r H ` _ - - ~ ~ FINISHED GRADE w ' _ o
- r , ~ ~ w ~ _ . ~ ~ Nv ~ r r ~ aaP° ~ L ' J~~ j~ _.2., e! _ , ~ ~ ..ten ~~-O TM ~s e~
' f , _ _ ~ 3, WATER LINE SHALL BE 2' MINIMUM OFF EDGE OF ? oG 4- _ CURB UNLESS SHOWN OTHERWISE.
' _ _ _ _ _ . - .
- _ N= _ _ ffi 4. WATER MAINS SHALL BE LAIp AT LEAST 10 FEET _ ~ _ LL - LATERALLY MEASURED EDGE TO EDGE FROM ,
~ - a' ~ _ l ~m"`°°~ r LL EXISTING OR PORPQSED SANITARY OR STORM ~ $ _ _
r _ - b 1 4 ~ - ' PA~ - ~ SEWER UNLESS THE ELEVATIONS OF THE BOTTOM ~
° ~ j ~ - ~ ~ _ ~ ~ OF THE WATER MAIN IS AT LEAST 18 INCHES z ~ e~ 1 . ~ ~ _
4 Q t ~ ~ 0 _ - Q~ ~ ABOVE NTA TOP RATI E S WA R WITH A ~ ~ - IZO L SEPA ON OF T LEAST 3 FEET OR ..~-~5 ~ ~ ~ - F „ - , r ~ ~ WHERE A WATER MAIN AND A SANITARY SEWER s
~ ~ ~ ( , -.n ~ , { + ~ ~ ~ ~ ` ~ f~"`,, ~ ~ ~ CROSS, AND THE VERTICAL SEPARATION 15 LESS ~
r w ~ 7 r r 1 w 1 ~ M ' m ® yj C„ i 1 ~ r t i I' F } f f ~ ~ f 4 ~ ~ ~ THAN 18 INCHES OR THE WATER LINE PASSES m~- ~ ~ ~ ~ ~ ~ ~ UNDER THE SANITARY SEWER, THE SEWER MAIN ~ e ~
~ ~ ~ , ~ , a® ' ~ ~ ~ ~ ~ ~ ~ ~ ~ O ~ , ~ ~ ~ ~ ~ ° ' SHALL BE DUCTILE IRON PIPE. ALL WATER LINES ~ _ "r
o ~ a ~ ~ ~ ~ h ~1 . i~ '"r i.~ ~ ~ ~ ~ ~ ~ _ A,f~l t ~ ~t~` . Y(1 ~.E , ~ C~_ ~ a~E - ~ ~ ~ ~ g ~ r SHALL BE DUCTILE IRON PIPE. W ~ ~ ~ ~ S1 F 9i
. ~ ~ ~ ~E~1~~ = ~ ~ REM E 'BOA AND I ~ ~ i ~ ? ~ M-~-°° , a.- ~ _ . r~ ~ 5. ALL WATER SERVICES SHALL BE 1 ° TYPE K ~ x z
: , 1 _ . ~ ~,r~6~ ~ ATERLINE - ~ ~ ~ , p ~y , _ < a ` ~n ~ `M1 ~1 . _ - ~ Oe,"- I--~ ~ COPPER AND ALL SEWER SERVICES SHALL BE 4" ~ ~ .o-.,
~ is REMO ~ AP AND I _ ~ ` ~ ~ " 1 ' A ~ ~ ~ ~ r 1 ~ ( SCHEDULE 4O PVC UNLESS OTHERWISE NOTED. Z ~ - _ _'1g _ ~ W
t E~~vr~' ~ r i ECIAiMED 1 ! ~ ~ - ~ I ` ~ F~ . v' w. ~ ' f , 2O - - _ 6. CONTRACTOR SHALL MAINTAIN ALL EROSION
~k~1~k` ti t WAT LINE ~ ' i ~ . ~ ~ ~ ~ ~ ~ ~ g ` ~ ~ ~ ~ , 4 t ~ ~ 4 ~ _ ~ ` ~ ~ 1~ ,j § +6 k4 ~ S t ~l,'r"` t ~ ~ -'y ~„'Tt ° rw 11 ` ~ ~ - ~ CONTROL STRUCTURES DURING THE LIFE 4F THE E P 1 - 'mow `B° ~ - - r ~ ~ - PROJECT. _
1 . ~c i t ~ ~ , ~ m 1 s " 1 ` 4 ~ . ~ ,.„mow ~ ~ - p t !
z ~ f r w , , _ "°r' , ~ "a<'~~4 ~ ~ . 7. CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES a. . d - ~ t' 't"°~ AS NECESSARY TO ENSURE All SEDIMENT IS
V. t': ; - ~ ° " r ~ " ~ _ - ~ f DIRECTED INTO EROSION CONTROL MEASURES. s ~ .
n ~ d ~ . ~ b ` ° ~ y ~ ~ , ; ~ s 4 ~ ~n. ~ ~ ~ 8. ALL CATCH BASINS SMALL BE PROTECTED PER TOC
r i I1}..»'n~P _ t R ..r ,n..i. ~ ~'~~~~s. , d'°F .fix 1 ~ t Z ~ \ y w~ s - i..- pp . t r tti _ - STD. 4.14 UNLESS NOTED OTHERWISE.
~0.pa11~ v~~'° ~ 1 ~,it n.. w r ( R~UJ ~ " ~ / ~ ~ a ~ . ~ p` ~ ~ ~ ( ~ a , ~ , _ 7 m v 5 t tf , ~ ,t I fff((( ~ x , . 7~ C N
~ ~ a ~ i sir \ ~ ` ~ ~ ' ~ ~ _ _„„4 Y rr( - - - - ~ ~ Et ` ~ ~ 0 TRACTOR SHALL VERIFY LOCATION Of ALL i, ,Y ~ ~ ~ , , _ t EXISTING UTILITIES PRIOR TO CONSTRUCTION.
j . r °
g~~`'`~~ E ' 76 F , `~a , _ ~ LOCA ION OF EXISTING UTILITIES SHOWN ON PLANS _ _4,,~ ~-~~'""`~10'~F~A~tY~~ IS BASED ON BEST AVAILABLE INFORMATION BUT ' ~ , , ~ ( _ , _ °~N 121 CAN BE CONSIDERED ONLY AS APPROXIMATE.
1 ~ - ~ ; . f l ~ , ~ f _ ~ ~
n~ , t t ~I rr ~ , . r awl ~ A~ ~P 4,~ ~ ~ ~ ~ -I . R' a - _ L"R I ~ ~ - " - pU'(~AI. ~ 10. TOPOGRAPHIC INFORMATION FROM SURVEY BY \ f`~, ~ e ~ .t r - ~ ~ WITHERS & RAVENEL, INC.
~ . ~ ~ ~ 72 . 71 70 a . , . ~ 1$ ~ r
~ ~ ~ s ~ ~ ~ ~ ~ ~Pd 424 - ' ~ ~ i ' ' { ,
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~ ~ U2 _ ~ ~REMOVE2'~pA AND ~ I ,w ~ .l. EXTEND WA R LINE
~ " % `'4 ~ ~ ~ ~ ~ r ' 0 k ~ \ ~ 't q, 6l ~ ~ d r ~ " I ' l REMOVE CAP ANO zXTENDR IMER .~~~"~~~999^^^ - -
F-~... s - ,WATF,Rt,INE a _e_ _
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~ ~ ~ a ~ , ~ „ , . 67 , ` ~ ~ _ , . ~ ,1 REMOVE 2" 90A AND , 90A ANC w
A . ~ \ EXTEND WATER LINE,..;. ~TERLINP,~ t _ ; { ~
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~ ~ ~ ~ ` ~ + ~ ~ ° ~ `~~Il I' RECLAIMEDWATER J ~ ~ ~ ~ i . ~ ~
0 ~ ~ ~ ~ k ,F LINE TO GLOW OFF .'i' ~ ~ . ~ ~ - ~'~~4 ~ to ~ ~ ~ to r ~
g ! T 0 , a h.. ~ , '1 , ~ ~ ~ ~T r. ~ " ' TO MH WITH 2"PVC `ti ~ TO MANHOLE
rn r F ~ e r ~ ~ ~ , \ : ~ - , ~ r ~ .
/A y , ~ ~ ~ ~ ~ ~ M GRAPHIC SCALE " ~ ~ '
, G ~ ~ ~ ~ ~ ia~ ; ~ ~ ~ t, ~ ~ 100 50,r°'`~ 0 25 50 ~ ~ S s
`e ~ ~ 0 eF t ~ ~ ` ~ H ~ _ ~ i ~ 1 inch ~ 50 ft>
k ~ ' ~ ~ ~ ~ I ~ i~..I J1 .i~i9' P ~ ~ t ..F I Coy, a3t~~tiy~,i~+~l ~ fA ~ N E A. ~ ~ ~ o
, ~ ~ / ~ . l Ei X ~Y ~1 .9 ~y~ +'r p ry ,9 m ~ : . a ~ aayoacaocoooo
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~ ~ t r ~ ° ~ ` ~ ~ 'E ~ I ~ ~ ;E ~ ~ , ~ ~T APPR~Do t;~I~STRUC
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® tis - ~ ~ y ~ ~..r ~ \ _ _ IF. `tit a, ~ ~ , ~ , 3 jiii " w _ < i , - a _ - 7~P1.-. ~ #p Cary Project Number 10-56-004
~p/f UU- "7 XTENt 12"DIPWL !m € ~pDMN~~7 u~~ Cary HTE Number 11-0457
° SFVVER rj~ Approved by the Town of Cary
a 0 f SEEN DESIGN, t64 D t PPPOVr.C f'~~.. , ~ v. _ Development Review Committee
T PP C' J . 09„ P405-4 t - Z OPEN
f Q} ! 1 4 I t M ZONE- 2 Planner Date

I

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4 U` r
nn ryp~,g{ ..,.r ~ . Y~1 Al _ - - - . - ZONE > -_.-J a~ -.g 1~ GRADING AND EROSIQN CONTROL NOTES _ - _ - _ -
r ~ - - , _ . _ - - . _ . ~ CON AC OR SHALL GO S UG DIVER ION D CHES AS C(1 ~ ;o :r _ _ 1. TR T N TR T S IT e
_ ff ~ . ' _ fI, a ~ ,~O~IE 2F _ 0.~ rt - .w : / I,' NECESSARY TO ENSURE ALL SEDIMENT IS DIRECTED INTO ~ _ ` - . EROSION CONTROL MEASURES.
` - . - - -
`q ~4 _ • k ~ ~ ~ ' ' ° ~ 2 04000.14CUNLESSNNOTEDAOTHERWISE.OTECTED PER TOC ST. ~ $ ~ - , r ~ _ TIN OF ALL E ST NG ~ ~ 0 RACTORE S LL VERIFY LOC . ~ ~ ~ ' ~ - - ~ 3 C NT HA A 0 XI I
° ` - _.o - _ - ~ r.- , _ _ - . . , . i ` f UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF EXISTING ~
. _ _ _ - _ .P - , - - ' ' , ; , d- _ UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE ~ , , ,I, • 0 M , ~ -w-~ INF R ATION BUT CAN BE CONSIDERED ONLY AS ~
_ _ . . _ ~ _ . t - ° ,r` _ - ~ L_a a APPROXIMATE. PERATION IS ~ - ~ TRA T R HA I
. - , ~.F - - - , ~ _ _ - r ~ _ _ I _m CONDUCTED INS A L MANNERURTHATG DOESG NOT ALLOW ANY
m - y - aA ~ ~ ~5 ~ l `'.~L_ ~ 5, AL~IMSTORMTDRANAGE PIPE SHALL BE PROTECTED DURING ~
. ~ y, f i O, d o _ _ _ _ , ~ _ _p f - _
_ _ . k~ _ ' 316.. F _ _ _ f _ , _ . I , Y,' ~ ~ 1° ° CONSTRUCTION IN ACCORDANCE WITH TOC STD. DETAIL y ~ _ ~ a .1 .
. - - v .a ~ ° - . - ~ - _ ' a ~ ~ ~ . , . _ ~ _ v - - _ 1a ` `r t - ~ "m~ _f 6. CONOTRACTQR SHALL PROVIDE RIP RAP LINED TAIL DITCHES AT ~ Y
_ , _ . 1~ ~ , . ' ' ; 4 , a m - THE STORM DRAINAGE PIPE DISCHARGE POINTS AS REQUIRED ~ ' m ` TO ENSURE POSITIVE DRAINAGE. 'n ~ n ~ -
r . , _ _ e E. - _ . ,r~ Y, ~ ~ i'',, "w 'r,m°` 7. SEDIMENT BASINS SHALL BE KEPT OUT OF WETLAND AREAS. ~ ~ -pAD;346:46 ;'PA~D,347.09 _ ~ ~ r _ ~ a 8, A PRECONSTRUCTION MEETING MAY BE REQUIRED fOR THIS ~
r r _ ~ , M ~ PADa347.55 ? ~ ~ ; ~ . ____I ' ~ CONSTRUCTION.
- a? . a . _ . , a _ ~ ~ ± PAD: 345.00 . ~ PAD: 3450 - - I ' ~ ~ ~ ' ' ~ ~ 9. PERMANENT GROUND COVER SHALL BE ESTABLISHED EITHER ~ '3 ;
_ _ . _ _ ' - P ` 45"~0 ~ , - IN 15 WORKING DAYS 4F ANY PHASE OF GRADING. ~ ~ ~ ' ~ _ - _ ~--I ~ ~ ~ ~ ~ ~ - 10. TOPSAIL SHALt BE WASTED OFFSITE OR IN FILL AREAS AS ~ ~
r i t ~ r~ - - ~ ; - ~ ~ ~P . _ ~ ~ ~ SHOWN. ~
+~~=k5" - ~ , 1 s ~ PrD:.330.50 _ . ~ PAD. 344.35 _ - ~ ~ _ -PAD: 335.50 ~ t` ~ . ` - .~e PAD;3~3.60' ~ ~ ~ ~ F ~ 0 ~ 11: TREE PROTECTION FENCING SHALL BE INSTALLED AND ~ ~ ` ~ ~ ~ ~ , , ` ' _ _ - ~ 1~ ' _ - INSPECTED PRIOR TO ISSUANCE OF A GRADING PERMIT. ~
_ . _ rf, ~ ~ PAD.328.30 ~ t ' ' I I~`~ FENCING SHALL NOT BE REQUIRED ADJACENT TO AREAS . ~
- I - PAD°.340:90 PAp:341.&5 PAD~342:75 ,r _ _ _ _ ~fk~ ~ , ~ F,< _ ~ _PAD_ 339,55 3 ~ ~ ~ ~ ~ . ° _ ~ ! r` - ,-''I WITHOUT WOODED VEGETATION. ~ k Y
q~~ 5~~ ~ ~ ~ PAD:326 ~5 0 s - 12 BE STAMPED DRAINS TQ - ~ - - - - - ~ I ~ ,ALL CATCH BASIN HOODS SHALL ° A I ~ ~ ~ _ , ~ RIVER" WITH 3/4" HIGH LETTERING ~
i . 6 R ~ ti , . ~ ~ - 6 ~ ~ a ` _ ~:I ~ 13. ALL STREETS ADJACENT TO THE PRQJEGT SHALL BE KEPT
~ ~ sk ~ ~ . _..x.,.. ~ \ ' ~ ~ fit, 4 ' _~~i ~ ~ - , _ LEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED. ___~p~ ~ , , ~ i ~l .PAD ,348.99 - - - - - 14 THE PROJECT WILL MEET ALL REQUIREMENTS RELATVE TO
R y p `ffi ~r ' f t t 1 ,s ~ ~ ~ i Aw" 4'. ~ ~ ~ ~ ~ ~ I ~i, ~ ~ 6 A 4 w ~ ,e f. ' " _ , ° . ~ F , - - BEST MANAGEMENT PRACTICES AND ENGINEERED STORMWATER
~ ~ ~ a s' ~ a . ~ ~ s 1 ~ 'fit 1 ~ ~ i ~ ~ s - ~ t.. ~ ~ ,.~..w»w, m - , , " M ' ` > L NED IN THE TOWN OF GARY CONTROL STRUCTURES OUTI ~ LAND DEVELOPMENT ORDINANCE.
t.. -i.- .i ' T ~ _ _ RI ER TR T R S U T BE ON SITE PRIOR TO ISSUANCE -
~ ~ , QF~ f ~m~ 93 I ~ I - _ ~ ,,.4~ ~ ~ ~ ~ r ` ' ~ ~ , ~ ~ OF A GRADINGUPERMITM. S _ CH LOT I L I IV(U LLY I UL I L ® .T R ~ ~ . EA
hr ~ ~ . V'' 1 - - LOTS ARE CLEARED SIMULTANEOUSLY AND THE COMBINED
~7 A ~ P x l C~ p,A ~•i 1 ~ • `~-i 1 ` A t M I ~ ~ ~S~ r C~ ~f~ ~ ~ - _ ~ , E _ _ _ PAD:.349,5
~ ; , q _ ~ ~ d a ~ ~ \ ~ . _ _ . _ _ ~ DENUD D ARE _ L PLAN PAD: 346,15 ~ - - ` ~ ~ IN A WILLN AVE TO BEO SUBMI ED BEFORE®THOIS ' m `f I I A PART F TH _ . ? _ ' ~ - C® AR® BEG NS U LESS NCLUDED S 0 ESE ' LE G
( ~ ®r~ _ (n~~- PAC~° 45.35 PAD: 345.35 PAD,~3464~~~ ~ p_~ - , _ PLANS. ` ' ' _ ~ OE CAGY . - " ~
~ ~ ~ ~ ~ - - 16. LEVEL SPREADERS MUST BE LOCATED IN COMMON OPEN _ ` _ ,i ~ '>,~d.~^'"~~'~~ SPACE, NAVE ACCESS AND MAINTENANCE EASEMENTS AROUND fem. THEM, AND INCLUDE AN OPERATIONS ANO MAINTENANCE
~ ' . IA ~;(A1 _ ` 1. ' i~ ~ PAD:344.60 ; ` ` _ ~
0 0~ i a . , f a _ q _ _ ~ - - ~ MANUAL AND MAINTENANCE AGREEMENT. 1 ~~ALL A ro ~
- . _ _ SAD` 343.2
~ ~ ~ ~ ~ ~ , ~ M® 342 60 ' / ; .34.8 ~PAp. 337,35'- ~ PAD. 339.20 ' PAD: 340°40
~ t ; i , r` ` , r PAD: .30 j: r , a ,
«j `h ` ~ ; ~ PAD: 359,45 ~ ~ I ~
1.`y-..u ts• t . . ~ ~ , ~ ' ~ I r' r' METHOD OF WATERSHED PROTECTIQN•
~ 3 ~ SAD: 2310 , - _ ~a-. ~ ~ ~ ® ` \1~ { l '1A ® ~i k - ~ I ~ ~ I j ~ r THIS PHASE MEETS THE TOWN OF GARY RESERVOIR _ ~
t ~ PAD°:321.40 ~ ~ ® ~ ~ f;. ti ~ \ ~ ~ ~ WATERSHED PROTECTION ORDINANCE (JORDAN LAKE i
i f r ~ ~ e ~ 4 ~ WATERSHED} AS A HIGH DENSITY USE WITH THE
`e' ' °~f ~ ~ ~ , ~ * ~ ~ ` ~ ~ ~~A[~: 23.70 ~ 2I; PAq:350.6a ~ PROJECT IMPERVIOUS PERCENTAGE LESS THAN 70%. ` 1 ~ `BMPS ARE PROPOSED TO MEET WATERSHED
~ ' PAD: 39.65 _ ~ - _ _ ~ ~ ~ ~ ~ a s r REQUIREMENTS.
s ~ PAD, 32 0 \ - ~ ~ ~ I ~ 2, 5 ~ ~ • e ~ " ~ t ~ - ~ Pte: 349.30 t, - _ _ a I , - _ ~ , (w I THE PROPOSED BMPS CONSIST OF WET DETENTION BASINS.
~ t ~ a ,Ay ,t ~ z ` I ' ,
1, , ~ , , ~ ~ a, ~ ~ PAD: 324:5 . ~ ~ , ~ . ti ~ ~ . ti - ~ ` a t THIS PROJECT MEETS ALL OF THE REQUIREMENTS RELATIVE • • " ~ ~ ~ P m TO BEST MANAGEMENT PRACTICES AND ENGINEERED
f ` , f \ ~ Jed } ~ ~ i ~ > E \ ` ' ~ as ~ ? >A ,k . ~I~§5959 ~ ~ ~I~ ~ ~ w STORMWATER CONTROL STRUCTURES AS OUTLINED IN THE
1 e+ e e' PAD. 350.35 ~ ` i' ~i; TOWN OF CARY LAND DEVELOPMENT ORDINANCE, CHAPTER ~.~~w l ,`1~7~ -,~r 4, PART 4.6.
\ '323.30 ~ 1\ , 5: / , y\ e~ ~ ~ ' p: _ n ~ FLOW SUMMARY
~ , PAD.325. V _ . ` ~ ~ ~ . ~ '
, ~ ~ A \ , , PAD: 348.54 ' ' Pre-0evelopment R•40loning Post•Devebpmenk Change ~ ~ ~ ~ Storm Event Pre-Development
\ ~ z ~ . ~ ~ ~ `ti PA '.348'.65 ? ~ ~ ~ I , . ~ ~ ~ , - - _ ~ Outfl ow(dsj owcts) PAD; 349,65 ~ I ~ (~1 oUfl out9 ,
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1 I E 9 ~ PA :325.75 ~ ~ ~s ~ - 2•Year 10012 13733 7914 •22%
1 ~ ~ , PAD:-347.35 35 - ~ ~ ~ ~ t SYear 138.99 179.76 145.43 •5% , - _ _ _ I i' ~ +i ~ 1D-Y 19994 206 2T 19964
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~ ~ . ~ I PAD: .70 ~ ~0 3 ~ ~ ,
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!(r--' gv=; ~ , PAD19.65 . , L • y-~ ~ _ _ _ _ Cary Project Number 1D•SB-004 ~
LOS, 'A (-ary H It Numner 11 -U4!)/
r°._ Approved by the Town of Cary
, t _ I Committee _ pe w Commi o a nt Review
to :.4:.: q ra ~ R E L F ' ` y 4 , CI D3 . ` r ' Cl03
TPAN ,arPlanner Date LO
-TP e. e

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t _ I 1` _ ~ GRADING AND EROSION CONTROL NOTES ~ en ~
a ~ 1 m a~ t _ / i.. r' _ _ 1 a - ~s,,4 9. CONTRACTOR SHALL CONSTRUCT DIVER510N DITCHES AS NECESSARY ~ t ~ /
_ ~ - - ~ TO ENSURE ALL SEDIMENT IS DIRECTED INTO EROSION CONTROL W w
y~ - ^ r _ ~ 1.~°` I MEASURES.
. - _ „ ~ ~ r - - - } - ,,`~T ' ~ T° ,M,. 2. ALL CATCH BASINS SHALL BE PROTECTED PER TOC ST. 04000.14 ~ ~ ~ _ ~ ' - ~ . - I UNLESS NOTED OTHERWISE. ~
r - - _ - _ - - ~ ~ ~ ~ - ~ t, t _ 3. CONTRACTORE SMALL VERIF*P LOCATION OF ALL EXISTING UTILITIES V1
_ M - _ - ~ F., _ ` 't : - a~ ~ PRIOR TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON - LE INFORMATION BUT GAN BE PLANS IS BASED ON B S AVAILA
_ 1 E - SIDERED ONLY A5 APPROXIMATE ~ $
r. ems"' i l 6.`p. ,tid~i. \ . 4~ ~ - a Se~v ~-"^m'~ _ _ ~ ~ • ~ 4. CONTRACTOR SHALL ENSURE GRADING OPERATION IS CONDUCTED IN A ' ~ , ~ ~ - - _ " MANNER THAT DOES NOT ALLOW ANY SEDIMENT INTO CREEKS. Z ~
M. s - ~l~ ~ ~ =y~ _ r ~ 1 rd A °y ay'd AV j ~ h ..,tea ~..r+. ~ e '~J I Mp e ' ~ 5. ALL STORM DRAINAGE PIPE SHALL BE PROTECTED DURING E,
{ f~S1 r "e" 'ate ~h - -t-. - Q ''r TR TI IN A A E WITH TOC STp. DETAIL 04000.12, t ~ / ~ , ~ ' I m CONS UC ON CGORD NC - ~ ` ~ ~ ~ 6. CONTRACTOR SHALL PROVIDE RIP RAP LINED TAIL DITCHES AT THE
; ¢ _ _ _ ~a r - t . i - ~ _ ~ ' / ~ ~ ~ ( ~ ua STORM DRAINAGE PIPE DISCHARGE POINTS A5 REQUIRED TO ENSURE _ - ,
. - s - rr 44 ' ' f ~ ~ ~ ~ ~ ~ POSITIVE DRAINAGE. N ,F ,t ; I ,f n. _ ~ Q,~~' 7. SEDIMENT BASINS SHALL BE KEPT OUT OF WETLAND AREAS. ~
~ ~ . , - I _ _ ; r ~ ~ , . - ~ . ~ ~ ' `~,;t" ~ ~ 8. A PRECONSTRUCTION MEETING MAY BE REQUIRED FOR THIS ~ e
. ~ { _ M n r , t ~ _ - _ - _ 4 F ~ - R , ~ ~ ~ CONSTRUCTION. w ~
_mm ~ , ~ - ~ G - - - ~ ~ ~ - ~ ~ y~ a ' I 9 PERMANENT GROUND COVER SHALL BE ESTABLISHED EITHER IN t5 w a _ - ~ ~ - RIG A F Y H F _ Z
~ ' . r i ' _ * ~ .amp ~ ; i g ~ 1 ~ r'" - d . ~ ~ ~1 _ _ t' s, \ s , ~ ~ - f t d x f ~ , j ' - - ~ 10. wOPSOII. SHA L BE WASTEDAOFFSITEGORDIIN FILL AREAS AS SHOWN. ~ - 67
t t i _ i ~ ~ _ . ~ _ ~ - ~ ' 'f ~ , ' ~ ~ ~ 11. TREE PROTECTION FENCING SHALL BE INSTALLED AND INSPECTED g " g ~ » - ~ ' ~ ! ~ j , 9'` ~ J',' PRIOR TO ISSUANCE OF A GRADING PERMIT. FENCING SHALL NOT BE w
m ~ v i I i „ ~ ° ~ ~ -~w°~~"° - _ ! ~ r,+ REQUIRED ADJACENT TO AR WITHOUT WOODED VEGETATION. ~ J ~
~ t ; ~ ~,„w~ b,W . _ ' 12. ALL CATCH HBASIN HOODS SHALL BE STAMPED "DRAINS TO RIVER" f WITH 3 j4~ IGH LETTERING.
~ , a t ~ ! ~ I v, w ~ ~ ~ E I~ ~~~I g , \ ~ -I I / ~ - - - _ _ ' ~ ~ s 13. ALL STREETS ADJACENT T4 THE PROJECT SHALL BE KEPT CLEAN AT ~
r , ~ [ - ~ ! ~ ~ ~ ~ ~ I 9 i y t. ~ v _ i 1 y L ~ ~ ~ ~ ~ ALL TIMES OR A WASH STATION WILL BE REQUIRED.
' t ~ ~l ~ 1, r ~ i 1r i _mm..i ~ Vii.. ~ ~ r _ _ ~ ~ ~ ~ - t ~ ry v ~ . i t ",,w„ v - mow,,, ~ s,~ ' ! 3 v. v ~ i ~ 'y ' - - ~ S 4. THE PROJECT WILL MEET ALL REQUIREMENTS RELATIVE TO BEST ~ ~ ~ ~ ~ ~t~ T PRA I A NE T R C TR p , sLie ~ . ~ 4 - . _ ANA EM
P x -A r ~ 's ~ _ 1 ® t~ a # ° - ~ fir. ~a ~ STRUCTURES AS CTOUTLINED NNGITHEREDOWN®ROFAT GARYONLAND
v ~ 9 ~ _ _ _ ' t- • ~ ~ J ~ OPMENT ORDINANCE. t, k4, ~ ~ DEVEL ` / ~ i 1 RISER STRUCTURES MUST BE ON SITE PRIOR TO ISSUANCE OF A
- . v , ~ \ ~ ~ ~ w _ ~ : , ~ GRADING PERMIT.
- - i 91 ,r Y' K err ~ ~ _ _ ~ m `-f _ ~ ~ i ,R t 5. EACH LOT IS TO BE CLEARED INDIVIDUALLY. IF MULTIPLE LOTS ARE 0` ~ - n,`~ ' 1`4 } ~ _ ~ ~ _ ~t.- A"~.~" CLEARED SIMULTANEOUSLY AND THE COMBINED DENUDED AREA IS
E s , s ~ ~,E.a~~®~~. i_ pp \ t . - - 1t - r,- OVER 12,Q00 SQ. FT, AN EROSION CONTROL PLAN WILL HAVE TO BE
S4 1 ~ x - , t , ~f 1 t ~ " - ~ ® :..s Irv' - _..+..am. a ~ e ~ f ~ V s. ^ 1 t ~ r cc ~p . I ' S a yr ~ m } ~ Yq ~ w i'~~+ a ' ~.Jn ~ ~ ~ ~ ~ , f ~'4 ~ _ -*+_-^v t ~ ~ SUBMITTED BEFORE THIS CLEARING BEGINS UNLESS INCLUDED AS _ ~ 1 a~ - - _ ~ PART OF THESE PLANS,
f r-- _ J ~ q 4 , ~ $ _ ~ _ ~ ~ a 6. READERS MUST BE LOCATED IN COMMON OPEN SPACE, HAVE ~ _ 1 LEVEL SP
, ti ®w wa mP ep,; t, \ - . ° $ ~ 1. 'k 'i , S ~ t ~ L 4f~~ - r i ~ _ A t i ~ ai"_ \ e ~ ~ ` ~ _ ACCESS AND MAINTENANCE EASEMENTS AROUND THEM, AND INCLUDE ~ -~p~p'~VN AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE
k. ~ w ~ , ~ .a _ AGREEMENT.
! x. I ~ i r-h~ ~ __.a _ _,e, ~ ' g ~~~`r~~~~-- ; 1Z. CUT AND FILL SLOPES 2:1 OR GREATER SHALL 8E STABILIZED WITH J - - ! M 3 ALL®A ' ~ . PERMANENT SLOPE RETENTION DEVICES QR A SUITABLE COMBINATION
, T T P AT THAN _ r ~ r OF PLANTINGS AND RE EN ION DEVICES. SLO ES GRE ER 3:1
, p 9 ~ ` ~ ~ - SHALL NOi BE STABILIZED WITH TURF GRASS BUT MUST BE
~ ~ ~ r - ~ I - ~f STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE. < WEEPING LOVE GRASS, RED FESCUE, OR OTHER APPROVED VARIETY.
~ v ~ , v ~ s ~ ~ ~ r r _ _ _ F ~ t
~.-a _ a?` O, , r / 'e \ ~ yfv' . ~ - . - -'s~..~ ! t 1 ~ `t5M ^N~r' ~ Y 'S ~ 6 ~a . .
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r ~ ~ ~ ~f I EROSION CONTROL LEGEND
~4 "4 t \l 'i. t: , ~ ~ ~ 4_:... ar ~8 qr~,."""~.._ ro.". /.rr •.rA l " \ I
~ ' o i , i f' ~ ~ _ _ ~ ~ ~ ~ ~ I ~ ~ 51Lr FENCE ~ P I a tt~
1 e - \ ! , i ` , ~ o 0 ° SILT FENCE OUTLET p ~
~qq / 4gy ~ . ~ ~ i ~ ~ II ~ . ..__.m--. a-
a TR I i ` I EE PROTECT ON FENC NG - ~ ' ` ~ s ~ ~ ~ ~ r W
b 9 , w Q ~ 1 DIVERSION DITCH/BERN ~
{ ~ tw - • ~ ~ ~ ~ f ~ I ; I . ~ i ` s LIMITS OF DISTURBANCE
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i ~ c ~ t j ~ ~ ~ t ~ ~ - 4 ~r,r I - - ~ ' j DISTUR6 AREA ~ 34.0 AC ~ ~ - ~ 1i _ a '
< \ ~ ~ J', r ` I g i t , ('~~...0't ~ ~ ~ , ` I s ~ ~ ~ ! q Z" A_ ~ M1
, y ` - . f 1 ~ i ~ ° ~ 1 a ~ ~ ~ r Y PY OC
® ti J _ v.. ~ \ _ ~ - ~ . ? . , ~ . _ CaNSTRUCTION SEQUENCE ~
f t , I ~ r ~ \ ~ _ _ , ~ ,a r ~ i
~ , n , ~ ~ i ~ ° ~ ; 'ti °~i ,i ~ ' ~ ~ 9. INSTALL TREE PROTECTION FENCE. TREE PROTECTION
® ` / r ~ ' \ e~ FENCE MUST BE INSTALLED AND INSPECTED PRIOR TO
J ~ ~ r ~ , o ~ 1 A F TH RA LNG PERMIT. ~ ~'t 'd SSU NCE 0 E G D ~ ~ ~ e ` I~ 2. SCHEDULE A PREGONSTRUCTION MEETING WITH EROSION
O 7 ~ l r"`, ` ~ j'~ ; - ` t~ ~ ; CONTROL INSPECTOR. OBTAIN GRADING PERMIT, ~
~ l~- S. a r ~ . 4 ~ i ~ ~ ~~4 t ~ ~ i..,~ ~ ~ ; 1 ~ 4 ` _ ~ ~ ~ 3, INSTALL ER0510N CONTROL MEASURES PER APPROVED t _ _ % t~ ~1 ~ ~ r ~ t~'~~ ~`s'-~ PLAN (SILT FENCE, ETC.}. CLEAR ON~,Y AS NECESSARY TO ~
\ ~ \ , I ~ , -a. ~ t~ ~ ~ ~ ~ ~ ` r a a ~ ~ INSTALL THESE DEVICES. ~ ~ ~.d ~m _ °4~'-- `0.; r-- ~a;~~i~ g 4. SCHEDULE AN INSPECTION OF INSTALLED EROSION ~
'b ~ f tti`'~ 'e \ ~ ~ }i ~ 'l ) \ ~ t ~ . „ ~J~ ~ ~ ~ ~ ~ ~ " ~ CONTROL DEVICES WITH EROSION CONTROL INSPECTOR. ~
1 4 ' ~ ~ . ` - ° I` r° ~'y t, ~ E. `.i RECEIVE CERTIFICATE OF COMPLIANCE FROM INSPECTOR. .J 0
c 1 , t ~ t BEGIN CLEARING AND GRUBBING SITE. CONTRACTOR SH ~ ~ ~ ~f ~i ~ ~ ~ ~ ~ 5• ALL
~ . ~ d t ~ ~ ~ ~ ~ ~ ~ ~ i ~ MAINTAIN EROSION CONTROL DEVICES AS NECESSARY, ~ ~ ~ ~ , r ' 6. INSTALL SEWER AND OTHER IMPROVEMENTS PER APPROVED
, } a~ / 4 ~r v ~ ~ ` ~ g ~ - ' PLANS. CONTRACTOR SHALL MODIFY EROSION CONTROL ~
~ ~ ~ ~ j', . ~ r ~ ~ ~ ~d• DEVICES AS NECESSARY TO ENSURE THAT RUNOFF IS j'~ ~ ~ ~ y l~ ~ ` ; ' " ~ ~ ~ ( ~ DIRECTED TO APPROPRIATE EROSION CONTROL DEVICES.
m._ v v ~ s~~ \ , COORDINATE THESE ACTIVITIES WITH EROSION CONTROL
~ - L',~ ~ ~ f' ~ ~ ~ ~ ~ ~ INSPECTOR TO ENSURE COMPLIANCE. SD~° ~ ' ~ ~ ~ , `,a ~ 7. STABILIZE DENUDED AREAS AS THEY ARE BROUGHT TO r !
?~r " ~ ~ ~ r ? " r. ~ FINISHED GRADE WITH VEGETATION. SEEDING ANDJOR f t
a i ~ ~ v + ' _ F ~ , I ~ ? ~ s ~ r r MULCH SHALL BE APPLIEQ TO DENUDED AREAS WITHIN 15 + ~1~' ~ ~ a~ ~~,r; a DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION.
1f r , 1 ~ v : ; ~ , + ~ ~ ~ rr `,.f 8. SCHEDULE AN INSPECTION WITH EROSION CONTROL r ~y
Q" I \ ~ ~ Sri ~ _ ~ ~YrlF St fj e~' y r. , _ , .-1 1 ~ rC ~ W ~ r 6 ~ ~ r ' ~ ~ !r INSPECTOR FOR APPROVAL TO REMOVEjMODIFY TEMPORARY V t ~ ~ j ~ ti i f 8 ~ I ~
O ~ ~ , ` ~ ' ° ~ ~ ~ ~ r`' a, ~ a 6 ~ y n S ~ ' J ~ + ° ~.r r EROSION CONTROL DEVICES. FOLLOWING REMOVAL, INSTALL r4 • ~ $ r F~ i ~ ~ ~ rr PERMANENT EROSION CONTROL DEVICES. BASINS THAT € '
~ \ , ~ .t ` a i r = a' ARE IN THE VICINITY OF FILL SLOPES SHALL NOT BE
, „ _ t ~ 1 ` t , `1 ~ ~ a ~ t~~ ~ r ~ ,l REMOVED FOR FILLING WITHOUT TOWN APPROVAL. ti~~ _tU~.: ~ - 'T . _ ~ ~ 9. ONCE VEGETATION HAS BECOME ESTABLISHED, CALL FOR A
~ S t ~ t t ~ - ~ ~ _ ~ emu. ; _ `a_ aa... FINAL SITE INSPECTION ANQ OBTAIN A CERTIFICATE OF
. b . P { a ? ~ -°'J_ ~ ~ COMPLETION, ~
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, Cary HIE Number 11-0457
, R ~4 Ap--4(~TAW - E proved by the Town of Cary
o ~ , ~ i l ,t ! ; ~ _ ~ ~ - ( ~ ~ ~ ~ j ROCK CONSTRUCTION Development Review Committee
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, eturn eri: - r - I: - r - ur ~I n. - our May S, 2011 0 8
TO SYSTEM OISVILL PARKWAY
' -H r - ALL T RM DRAINA SHALL BE RCP III Ma 5 2011 Pavement R Return Penod.l0-Year - uratlan. 24 ou S ® G y , St~~are Pavement Rainfalllntens8y Pavement ~ ~
Name Manning's F Drainage Total Rainfall Inlet Flow Total Size Maximum Pi Len Upstream Downstream Slo Upstream Av Veloa n Manning's Far Gutker Calc Long Intercepted Bypass Gutter ~ ~ Flow {cfs) Flow (cfs} Spread (ft) ~ ~ n (inlhr) Slope a
Upstream Downstream ~ Area Runoff Intensi S stem Flaw , , ~ Invert lnveft Rim Elev 9 ~ 0.013 4.00 2.96 0.96 4.92 5.72 ~
Node Node ea Coef, ~ cfs y m Ga a afs ft (fps} GI G2 D.o13 Acres Acres inlhr ( } { } p cdy { } { } ft ft ft BOC ( ) ( ) ( ) { ) GI C3 q.013 0.013 4.00 2.95 0.96 4.69 5.62
YI C1 CI C2 2.03 2.03 0.80 7,08 11.49 11.49 18.00 12.89 30,90 357.90 357.50 1.29 362.50 6.50 CI C4 0.013 0.013 4.00 2.96 1.40 4.63 2.57 N ~
YI C92 CI C3 0.25 0,25 0.80 1.08 1.43 1.43 15.E 5,Q8 47.00 350.00 349.75 0.53 354.25 1.85 CI C5 OA13 GI C2 CI C3 1.04 3.01 0.80 7.08 5.88 11.32 18.00 23.99 179.55 357.30 349.25 4.48 363.36 13.94 CI G6 0.013 OA13 4,00 2.95 122 7,49 520 ~ 0.013 4.00 272 1.90 824 3,97 Z ~
CI C3 CI C4 0.16 3.48 0.80 6.98 0.93 19.39 24.00 2529 200.19 349.05 348.E tA7 358.Q9 8.36 CI C7 0.013 0.013 4.00 2.96 L01 10.92 7.63 Z ~
CI C4 CI C5 024 3.72 0.80 6.85 1.34 20.37 24.E 40.80 200.25 346.50 340.90 2.80 352.20 12.29 CI C8 0.013 0.013 4.00 2.96 1.05 11.73 7.90 ~
GI G5 CI C6 0.68 4.40 0.80 6.77 3.67 23.84 24.00 40.76 200.72 340.50 334.90 279 346.30 12.74 ~ ~
GI G6 CI C7 0.47 4,87 0.80 6.69 2,66 26.09 24.00 40.38 175,30 334.50 329.70 2,74 340.39 12.E YI C11 GI C8 0.38 0.38 0.80 7,08 2,16 2.16 18.00 11.33 48.00 317.48 317.60 1.~ 321.23 1.61 N
GI C7 GI C8 0.85 5.52 0.80 6.83 3.88 2929 24,00 44.61 387.94 329.30 318.30 3.35 334.89 9.49 ~ P
CI C8 YI CID 0.05 5.95 0.80 6.44 0.28 30.85 36.00 41.54 30.00 316.10 316.00 0.33 323.21 6.58 ~ ~ to o
YI C10 FES C11 0.65 8.60 0.80 6.41 3.88 33,89 36.00 50.87 60.48 315.80 315.E 0.50 320.00 727
T
Return rid+ - r - STORM SYSTE _ i+ - r- ria - r May 5, 2011 ~
Pavement A Return enod 10-Year - Duration: 24-Hour -ALL STORM DRAINAGE SHALL III May 5, 2011 Sfriaature Pavement Rainfalllntensiiy Pavement Intercepted Bypass Gutter ~
Name Manning's f Manning's For Gutter Calc Long Flaw (cfs} Flaw {cfs} Spread {tt)
Drainage Total Rainfall Inlet Fbw Total Size Maximum Pi Len th Upstream Downstream Slo Upsfream Avg Veloaty n Upstream Downstream Area Area Runoff Intensity System Flaw 9 lnveft lnveft Rim Elev n {inlhr) Slope ~
Node Node Coef. (cfs) (in} Gaparaty(cfs) (ft) ft g (10) ft BOC (fps) GIA6 o.D13 (Acres) (Acres) (inmr} (cfs) CIA24 0.013 0.413 4.00 1.71 1.71 0,19 3.13 0.013 4.00 1.OD 1.55 025 3.95
CI A24 CI A23 0.46 0.46 0.55 7,08 1.84 1.80 15.00 6,00 27.00 341.80 341.60 0.74 346.62 2.82 CI A23 0.013 0.413 4.00 1.30 1.73 029 3.92
CI A23 CI A22 0.52 0.98 0.55 7A3 2.02 3.79 15.00 6.55 67.82 341.40 340.80 0.88 346.82 523 GI A22 0,013 0,413 4.00 1.31 1.00 0.02 1.66
CIA22 CiA29 0.19 1,17 0.55 8.91 0.73 4.48 15.00 6,74 187.40 340.60 337.65 1.57 345.54 6.78 CIA21 0.613 0.013 4.00 1.31 1.97 0.44 4.55
CI A21 CI A26 0.62 1.18 0.55 8.84 2.40 6.71 18.00 11.73 83.93 337.40 336.50 1.07 342.85 4.73 CI A20 0,013 CIA2D CIA19 0.80 2.38 0.55 6.78 2.33 8.65 98.E 11.82 45.91 336.35 335.85 1.Q9 341.67 5.58 CIA19 0.013 0.013 4.00 1.31 2.17 0.59 4.66 0.013 4.00 3.56 .1.37 0.00 1.71
CI A19 CI A18 0.35 2.73 0.55 6,72 1.37 10.10 18.00 11,94 27.QD 335.65 335.35 1.11 34221 6.18 CI A18 0.013 0.013 4.00 3.56 1002 0.00 1.53
GIA18 CIA17 024 2.91 0.60 6.70 1.02 11.03 98.00 15.41 45.96 335.15 334.30 1.85 342.21 8.94 CIA17 0.013 0.013 4.00 2.26 1.15 0,01 1.43
CIA17 CIAt6 0,08 3.06 0.95 6,67 0.56 11.52 18.00 21.71 266.98 333.80 324.00 3.67 340.1$ 6.92 CIA16 0.013 CI Ai6 CI A15 0,34 3.40 0.60 6.49 1.45 12.53 98.00 25.47 55.42 323.80 321.00 5.05 328.97 7.32 CI A15 0.013 0.013 4.00 4.96 1.45 0.00 1.64 0.013 4.00 4.94 0.22 0.00 0.62
CI A44 CI A13 023 023 0.50 7.08 0.83 0.83 15.00 6,44 35.12 322.E 321.70 0.85 326,91 0.99 CI A14 O.D13 0.013 4.00 128 0.63 0.00 1.72
CI A13 CI A11 1.20 1.44 0.50 6,91 426 4,97 15.60 7.32 208,54 321,50 31920 1.14 326.76 5.08 CI A13 0.013 0.013 4.00 126 2.90 136 6.95
GI A12 CI A11 0.23 023 6.~ 7,OB 0,80 0.80 15.40 6.13 36.81 319.45 319.15 0.77 324.33 0.94 CI A12 0.013 0.013 4,00 126 0.81 0.00 4,68
CI A91 CI A10 122 2,86 0.50 6.72 4.31 9,68 18,Q0 12.58 202.83 318.90 318,40 123 324.07 7,39 CI A11 OA13 CI A15 CI A9 0.05 3.45 0.60 6.46 0.22 12.61 t8.06 2523 66.54 320.80 317.50 4.96 325.95 13.53 CI A10 0.013 0.013 4.~ 1.28 3.54 2.17 7.00 0.013 4.04 1.26 2.73 1.15 6,17
CI A10 CI A9 9.Q6 3.88 0.50 6.59 3.54 12,78 24.00 27.88 45.96 315,90 315.30 1.31 321.47 5,54 CI A9 0.013 0.013 4.00 4.96 0.19 0.00 0.77
CI A9 CI A8 0,05 7.38 O.BD 6,43 0.19 25.28 30.00 50.37 27,00 314.80 31d.45 1.30 322.39 6.47 CI A8 0.013 0.013 4,00 4.96 3,30 0.59 3.63
CI A8 CI A7 1.03 8.41 0,50 6.41 3.64 28.51 30.00 63.60 45.96 31425 313.30 2.07 322.39 6.90 CI A7 0.013 CI A7 CI A5 D.iT 8:57 0,50 6.38 0.59 28.89 30,00 61.39 .150.60 313.10 31020 .1.93 320.29 6.86 CI A5 O.D13 0.013 4.00 126 1.61 0.34 1,95 0.013 4.00 1.71 1.50 0.10 2.42 ~
CI A6 CI A5 0.54 0.54 0.50 7.08 1.91 1.91 15.00 6.06 33.00 312.65 312.40 4.76 317.92 4.15 GI A27 0.013 0.013 4.00 0.42 2.95 0.00 3.93 ,(qr"' ~
CI A27 CI A4 0.59 0.51 0.60 7.08 2.15 2,15 18.00 11.41 59.11 310.15 309.55 1.01 315.48 2.55 CI A4 O.Dt3 O.Ot3 4.00 0.31 0.67 0.40 2.63
CI A5 CI A4 0.45 9.58 0.50 628 1.80 31.53 30.00 54.92 97.34 310.00 308.50 1.54 317.92 7.35 CI A3 -DOUBLE 0.013 0.013 4.00 0,01 1.00 0.00 2.82 O.D13 4.00 1.55 1.60 0.03 1 Q3
CI A4 CIA3-DOUBLE 0.15 90.21 0.55 6.22 0.57 33.60 30.00 56.19 31.00 308.30 307.80 1.69 317.50 11.30 GIA26 O.D13 CI A26 CI A25 0.28 0.28 0,82 L08 1.63 1.63 15.00 13.49 48.00 312.00 31020 3.75 317.68 2.87 CI A25 0.013 0.013 4.00 1.55 1.76 0.06 2.10 L
CI A25 CI A2 0.32 0.60 0.82 I,OD 184 3.43 15.00 6.73 214.40 310.00 308.00 0.93 314.74 521 CI A2 O.D13 0.013 4.00 0.01 3.63 0.00 5.89 r~
CI A3 • DOUBLE CI A2 0.17 90.38 0.82 8.20 0.97 34.36 30.60 87.17 47.40 307.fiD 305.75 3.94 315.91 7.69
CI A2 FES Al 0.51 11,49 0.82 6,17 2.98 39.84 30.00 41w42 39,92 305.55 30520 4.88 313.03 8,93
Y T
T SYSTE
rn P ~ :1 -Year - Duration: 24-Hour -ALL STORM DRAINAGE SHALL SE RCP III Ma 5 2011 eturn rla : -Year - Retu a od 0 y , !:-er- r ti - our May 5,2011
Drainage Total Rainfall Inlet Flow TOI Size Maximum Pi Len Upstream Downstream Sla Upstream Av Veloa Pavement F Pavement Rainfalllnkensiiy Pavement Intercepted Bypass Gutter ~
Upstream Downstream Runoff Int n i S stem Flaw , ~ Invert lnveft Pe Rim Elev 9 ty Struoture I Area Area a sty y ® Manrnngs Manning°s For Gutter Calc Long Flow (cfs) Flow (cfs) Spread (ft)
Nade Node Caef, (ofs) (In} Caparaty(cfs} (ft) fi ft (/0} ft BOC {fps) Name (Acres) (Acres) (mmr} Ids) n n (inikir) Slope
CI 614 CI 613 1.62 1.62 0.55 7.08 629 6.29 15.00 6.89 45.96 331.90 331.45 0.98 337.06 5.62 CI B5 0.013 0.013 4,00 4.89 1.Q5 0.00 1.46
CI 613 CI 612 0.50 2.19 0,55 7.Q4 1.94 8.19 18.00 9.75 27.00 33120 331.00 0.74 337.63 5.75 GI 614 0.013 GIB12 CIB11 1.58 3.70 0.50 7.02 5.61 93.72 24.00 23.14 44.48 334.50 330.10 0,~ 337.63 5.51 Ci893 0.013 0.013 4.00 2.43 4.07 212 724 0.013 4,00 4,52 1.90 0.04 1.66 d
CI 611 GI B9D QA7 4.97 0.50 6,98 1.67 15.30 24.00 21,00 27.00 329.90 329.76 0.14 336.08 5,44 CI 812 0.013 Z 0.013 4.00 4.52 4.17 1.44 5.46
CI 610 CI B9 0.51 4.68 0.50 8.96 1.80 17.01 24.00 33,40 77.41 329.50 328,05 1.87 336.68 6,35 CI 611 OA93 OA13 4.00 0.01 5.36 0.~ 3.54 a
CI 89 CI B7 0.00 4.68 6.95 6.90 0.01 16.88 24.1 38.60 45.96 327.85 326.70 2.50 336.81 8.31 CI 616 0.013 0.013 4.00 0.06 1.60 0.00 7.67
C! B8 CI B7 0.45 0.45 0.55 7,08 1.76 1.76 15.00 18.86 92.60 335.30 328,60 728 340.60 9,12 CI B9 0.013 GI B7 CI B6 0.05 5.18 6.95 6.87 0.31 18.86 24.00 5427 66.72 328.54 323.20 4.95 333.93 7.11 CI B8 0.613 0.013 4.00 0.99 O.D1 O.QO 0.35 ~ 0.013 4.00 5.92 t.16 0.00 1.71
CI B6 CI 84 0.05 5.23 0.60 6.82 0.23 98.90 24.00 51.82 99.76 323.00 318.50 4,51 32928 6.98 CI 81 0.613 0.013 4.00 7.54 0.31 0.00 0.85 z
CI B5 CI B4 4.25 025 0.60 7.08 1,05 1.05 18.00 11.94 27.00 319.10 316,86 1.11 324.48 0.71 GI B6 6,493 0.493 4.00 6.86 0.23 0.00 O.T7
GI 84 CI B3 0.26 5.74 6.55 6.75 1.63 20]0 24.Q6 31.54 41.91 318.36 317.60 9.67 324.48 10.11 CI B4 0.013 CI B3 CI B2 0.87 6.82 0.55 6.73 3.40 23.86 24.Dp 2327 33.00 315.80 315.50 0.91 324.39 7.94 CI B3 0.013 0.013 4,00 4,69 1.03 0.00 1.45 0.013 4.00 2.97 2.80 0.60 4.29
CI 82 FES Bt 0.14 8.76 O.6D 6.71 0.58 2438 24.E 24.&5 28.93 315.30 315.00 1.04 324.31 6.34 CI 62 0.013 0.013 4,00 2.97 0.58 0.00 1.29
i
GUTTER SPREAD SY~
STORM SYSTEM C uu
r ri :1 -Year - Duration: 24-Hour -ALL STORM DRAINAGE SHALL BE RCP III Ma 5 2011 Return Perlad: 2-Year - Retu n Pe ad 0 y , is - e r- r tin® -c1 ur May 5, 2011 ~
Drainage Total Rainfall Inlet Flow Total Size Maximum Pi Len Upstream Downstream Sla Upstream Av Vel Pavement f Pavement Rainfalllntensity Pavement intercepted Bypass Gutter
Upstream Downstream ~ Runaft Intensi S tem Flow lnveft Invert Rim Elev 9 Sw°Mre I Manning's For Gutter Ca(c Long
Node Node ea Coef. ty cfs ~ (in) Capaaty(cfs} (ft} (fPs) Name Mannmgs Acres Acres inihr { } cfs ft ft (ft) BOC n n (inlhtr) Sfape Fiow (cfs} Flow {cfs) Spread (ft)
YI C5 CI G4 0,64 0.84 0.50 1.08 2.27 2.27 15.00 5,17 54,49 311.50 311.20 0,55 395.83 3.86 CI C4 0.013 0.013 4.00 9.14 0.30 0.00 0.69
CI G4 CI C3 0.03 0.67 0.50 7,01 0.11 2.36 15,00 9.OD 76.00 311.00 309.70 1.81 397.55 368 CI C3 0.093 CI C3 CI C2 0,80 1.57 0.82 6.91 5.21 7.41 15.04 8.96 66.57 308.80 307.70 1.65 31435 7.66 CI G2 0.013 0.093 4.00 1.16 3.28 1.93 1.99 0.013 4.00 0.64 2.34 0,59 428 Lf..
CI C2 FES Ct 0.17 1.74 0.82 6.87 1.00 8.33 18.00 11.42 54.12 305.55 305.00 1.02 393.51 6.65
YS U STORM SYSTE D YT
Return Period: l0-Year - Duration: 24-Hou` -ALL STORM D IMAGE SHALL B C III Ma 5 2011 eturn read: -Year - Y -Year- ur l ne - our May 5, 2011 ggqRY
Drama a Total Rainfall Total Upstream Downstream Upstream Pavement E Pavement Rainfalllntensity Pavement Intercepted Bypass Gutter
U stream Downstream 9 Runoff Inlet Flow Size Maximum Pipe Length Slope Avg Veloaty Structure , p Area Area Intensity System Flow Invert Invert ° Rim Elav s Manning s Manning"s For Gutker Gala Lang Flow (c~) Flow {cts} Spread (ft)
Y Node Nada Coef. (cfs} (m) Capa~ty(cfs} (fi} ft ft (/o} ft BOC Name ~ ( s) ( s) (Inihr) (cfs} n n (inmr} Slope
~ CI D3 CI D2 0.50 0,50 0,50 7.08 1.17 9,77 15.00 6.08 33.00 316.E 311.75 0.76 322.92 4.06 CI D3 0.013 0.013 4,00 0.01 t.ll 0.00 7.56
z CI D2 FES D1 0,40 0.90 0.50 7.04 1.42 3.17 15,00 6,19 75.98 315.60 315,E 0.79 322.92 4,80 GI 02 0.013 0 J 0.013 4000 OA1 1.42 0.00 6,71 ~
Q a I I i - ~ 1 KAY
SEDIMENT BASIN DATA TABLE -PHASE 5IPARKAY
n PRE-DEVELOPED POST-0 LOPED REQUIRED SURFACE OUTLE OUTLET PIPE VELOCITY RIP•RAP TYPE PAD DIMENSIQNS ~ ® ~
DRAINAGE AREA DRAINAGE AREA GOVERNING OUTLET # DIAM BASIN DURING CL ING- AFTER ROUGH GRADINGI D•A• Q10 REQUIRED VOLUME SURFACE AREA VOLUME DIAMETER ~ u 41 ~ 0 ro ~ ry
" ( { BASED ON 435'Q1D LENGTH WIDTH DEPTH EiR LEN TH (INGI PRIOR TO G ING) STORM SEWER INSTALLATION) ( ) (BASED ON 1800 CF! ACRE) PROVIDED PROVIDED W G BASIN TYPE (INCHES) (FPS) (L x 1N x THICKNESS) r ~ ®e,
(AG) (AC) (AC} (CFS} {SF) (GF} (SF) (GF) (FT} FES-A1 3i 30' 24.8 CLASS 1(D50=13"} 20' x 10' x 24"
0 ~ 1 1.80 12,31 12.31 26.66 11615 22,156 155 76 4 24,396 130,020 12 2 FES-B1 3i -'AJ~ 30" 26.9 CLASS 1(D50=13"} 20' x 10' x 24" as ~ ~ ~
2 6.70 6.80 6.70 18.64 8209 15,660 130 65 4 11,310 44,277 12 2 BMP #1 OUTLET (BYPASS) 3i asS) 36' CLASS 1(D50=13"} 24' x 12° x 24" ~ N ~ ~
3 3.35 1.00 3.35 726 3161 6,03p 61 40 4 3240 9631 10 1 BMP 1 OUTLET (QUALITY} E r '.ITY) 6° - CLASS B (D50=6") 8° x 4° x 16" ~ ~
4 2.50 0.50 2.50 5,42 2359 4 500 70 35 4 2450 7337 6 1 BMP #2 OUTLET BYPASS ~ ( ) 4SS) 24" 21.1 CLASS 1(D50=13") 16' z 8' x 24"
2.30 0.63 2.30 4,96. 2170 4140 67 34 4 2278 6750 B 1 5
BMP #2 OUTLET (QUALITY) 4 6 1.90 1.16 1,90 4.12 1793 3420 61 30 4 1630 5576 6 1 ''~ITY) 4" - CLASS B (D50=6'} B' x 4° x 18"
1.60 0,76 1.60 3.47 1510 2,680 56 26 4 1568 4696 6 1 FES-C1 7 18" CLASS B {D50=6"} 9° x 5' z 18'
U ® FES-G11 i " 6 1.00 0,10 1.00 2.17 944 1,800 44 22 4 968 2935 4 1 36" CLASS 1(D50=13') 24° x 12" x 24' °4®®°00p0+0/A000000
9 0.10 6.50 6.60 14.08 6132 11,700 113 56 4 7200 56,432 4 2 BMP #3 OUTLET (BYPASS) C%R °p®A 4SS} 4" CLASS B (D50=6') 8' x 4' x 12' Q®~®
BASIN TYPE 1=TEMPO Y SKIMMER BASIN WITH COIR BAFFLES PER TOC DETAIL 4000.03 BMP #3 OUTLET (QUALITY} 4
" BASIN TYPE 2 = CONSTRUCT TO FUTURE PERMANENT POND SHAPE (DIMENSIONS SHOWN IN TABLE ARE MINUMUMS}, HW-D2 4'. W 42" 18.3 CLASS 1(050=13") 28° x 11° x 24"
~ PER ENT POND RISER TO BE USED AS BASIN RISER DURING CONSTRUCTION. COIR BAFFLES ARE REQUIRED. HW-D4 T ® X I 0 q O° 72" 17.1 CLASS 1(D50-13) 36 x 18 x 24 ° g ~
a V T UL - 51PAR AY NOT APPR Da t~STRUCTIO
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HW-D2 HWD1 42" 146" 331.50 327.00 3.06 Q (PQND Cary Project Number 10-5B-004 ~
HW-D4 HW-D3 72" 156" 301.00 296.00 1.92 OUTLET DRAWDOWN LENGTH (FT) Cary H I E Number 11-U45d Z
(CFS) } Approved by the Town of Cary
NOTE: CULVERTS TO BE CORRUGATED METAL r
OUTLET BMP #1 Q 032 US 10' Development Review Committee a
® UTL 0.17 CFS 10" Planner Dote N
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r~ ~ \ \ ~ fl ( ~,w ~~~o ~ ~ ~ ~ ~ ~ ~ STOANDARDSEp IN ACCORDANCE WITH MUTCD
\ \ ~ f ~ J / ~ t,~~ dw ~ I 2. ALL PAVEMENT MARKINGS SHALL BE
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< 4-t h \ TIME 2, ADVANCE WARNING SIGN Wt (DEAD END} SHALL \ ° , ra BARRICADE so 0 2s so roo « 12 ~
°z BE PLACED JUST AFTER EAST INTERSECTING STREET, a n ® °
~ 3. INGS FDR BARRIGADE RA115 SHALL 8E ® \ ° a a ~ REFLECTNE AND ALTERNATE REO & WHITE STR9PS. ~ n ~ ° ~ ~ J 1 inch ~ 50 ft. v
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r M.U,T.C.D. Rt8®2 AND BE REpUIRED ATOP ~ ~ \ ~ ~ NIGH V{SIBILITY -'o°"'` ICADE uSEO. ~ ~ \ CROSSWALK - ~ ' J ,~+a°~~ ~ r ffi m w ~.waw ~ ®000- npOpp®0@pp~~QO®
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a ~ ~ s k ~ i \ ~ \ E P I . r__. a evr at...YL__ ~ ~ nar~r
~a C aF l e.ary t'l l c IVumuef B I-U'4J!
to t t Approved by the Town of Cary
°a DETAIL No. t I \ 0 TEMPORARY B LADE FOR DEAD END ROADS t t c t ~ N. 03000.6 Development Review Committee 6 CD
SKE EFFECTIVE: 12170/04 r 9 a v t O t a' Zvi
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~ ~ / / ~~,°eQF~IN~~~;®° O Cary HTE Number 11-0457 c
a ! / L END OF ROAD MARKER '®®~®~qF~®°L°®s~°°® roved the Town ry f
~ I / M STOP SIGN °°°~°°ppppp°°°°°° Development Review Committee ° ~
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® ~ I 1o ALL MARKINGS AND SIGNAGE SHALL BE r I
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iv at --F".~ r ®d ~ ~ ° _ ~ OPEN N I M
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I ' PRUNEONLYTOREMDVEANYBROKEN DEAD OR c
l DISEASED WOOD WHILE PRESERVING FGRM AND ~ I CHARAGTEROFTREE•DCiNOTCUTLEADER;DONOT ~ ~ PRUNE IN ORDER TO REDUCE CANOPY SIZE.
OPEN I ~ ~
m~ _ ~ j a-,- ~ I I t I ~ FROM BASE OFTRUNK; IF NONDEGRADEABLE WRAP IS ~ ~ ~ ~ SPACE I ~ ' RooT CROWN ~
. ~ rlI .TT t 25 TOPOFBALLASDUG ~ OC m
~ ~ { I ' - - ~ ~ ~ 26 ~ I ~ ~ 3
;J I t t 36 35 I I I I { 27 21 21 P 7.3°SHREDDEDBARKMULCN 3°MMIMUMFROMTRUNK (DO NOT PLACE MULCH IN CONTACF WITH TREE TRUNKS
~ ®-I-°• p ~ ~ ~ WYT t ® I ~
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_ I ~ NATURAL 5011 L BREAK UP EDGE OF FUMING PIT. ~
,per ` t I I I I { ~ .~pE ~ ® k ~ . r r- r ~ ~ ` T ® _ q$ ~o ~
x F~ ~ _
a a \ . TF~~ MI IN. _ I~ R00T CROWN SHALL BE EXPOSED pC g
\ l I ~ AND2-SINCHESABOVEGRADE {p r
,s ~ I~ I III I I Z o a
19 ~
b s . ® DIG WIDE, SHALLOW PUNTBNG HOLE ~ ~ ` ~ WIDTH-3 X WIDTH OF R(X3T BALL W
a m , t 7T 79 94 ~ PEN `,°a, I , ? NOTES: cH
.P has t 76 i a ° °°°I ° t. COMRACEORTOVERIFYTHATADEQUATEDRAINAGEEXISTSPRIORTOPUNTING. v ..°~~~,WA~ ' 2. DO NOTWRAPTRUNKOFTREE, u
~ q SPacE ? ~~4 t 75 t a I I I I:T° - " f 3. STAKINGOFTREEStSNOTRECOMMENDED FXCEFTONWINDVSITESORFOR ~ w ° QRSF A ®W RE SHOUt D BE USED AND MUSS BE RE ® D A APPROPRITATE
` 74 t TIME. PROPERTY OWNER IS RESPONSIBLE FOR REPUCEMENT OF DESTROYED OUTFPiI`A y ~ ORDAMAGEDTREES.
EL 71 7 m 0 95 , , a 6s x a n 4. ALLTREESSHALLCONFORMTOTHESTANDARDSSETFORTHINTHEMOST k 1S ~CERNTAMERICANSfANDARDSfORNURSERYSTOCKPUBUSHEDBYTHE
® 1 VV ~ I S. TREES WITH RAT FURE COVERED BY MORE THAN t S" OF SOIL WILL BE REIECEED PRIOR TO INSTALUTION,
? ® `'y: t ~ b. AROOICOLUREXCAVATIONFORALLTREESSPEOFIEDWIUBEDONEBYTHE e TOWNARBORISTTOENSURETHATTREESINERENOTPLANTED(GROWNTC%7
~ ~ ® 41 0 ~ I I { A x I DEEPLYATTHESOURCE(NURSERY). UNDSCAPECONTRACTORSHACLHAVE e SUPPLIERMARKGROUNDLEVELLINEABOVEROOTBALL, IFTOWNARBOR(ST
6 ' 9 ` ~ I ( ~ I TREES WINL BE REIECTED, IS EXCESSIVE SOIL OVER ROOT CROWN, THESE ~
~ t OPEN ?Y'tp P ~ 17 I Tree Planting
/ ? ~ w ~ r ~ 42 / - SPACE ' ~ 81 t NOT 70 SCALE
® ° 92 ® o I - ® 6
\ 68
' 1 ~ I ' SET TOP OF ROOT BALL i"-2" ABOVE FlNIBHED GRADE. A m m FOLDBURUPDOWNINTOGROUND. SET
C ~ iOPOFBAILFLUSNWfTHFiNISHEDGRADE. 2.3"SHREDDED BARK MULCH - DO NOT
A~~ ~ PLACE AC"AINSTTRUNK. ~ ' + BACKFIl1: AMEND THE TOP 6° BY
¢ ~ INCOR~RATINGI"•iS"COMPOSTED GROUND BARK OR OTHER SUITABLE
99 ~ ® 90 SA ® ? / , ~ ~ ~ ~ 6 ORGANIC MATTER OR PROVIDE NATIVE 6~ 1J I ' `a SOILWITHAMINIMUMOFS%HUMlC CONTAINER GROWNPIANT=PULL ROOTS ,C~ ~ ~TFER OUT OF BALL, OR CUT SIDES.
® ® A/ 45 ® PIANTT020° PE"B" ~ ~ t~,t_IptJ F }
' ~ t- BREAKUPEDGEOF FIRM PEDESTAL UNDER ROOT BALL
100 ~ , SUFFERS NDARDS I , e FUMING PIT. R t
/ f ,r ~~j,,~~~jjj 12" DEEP-CUCTNATE EMIRE T 14 ~ I ' I I 1 1 1 PUNTINGARUASSINGIfBFD
~ ° ~ O, 88 / .g P,0 ~ / E I ,U = WHEN PUNTINGMULTIPESTOR 1 I URGER ROOT BALLS MAKE 4"
101 65 ® ~ ~ ~ I e ~ ~ I I I DEEFfRTHANROOTBALL} i '-IT' -
Y 4 a t I I (I~ I I
°.0 ~ ~ ~ ~ / 87 / F : I _ ~ . t t 1~ ~ I I ~ I} i u_~
° 102 ~ / 64 ~ + 1
/ / ~ ° ~ ~ j m 9 NOTES: f F ' 1. ALL SHRUBS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST
e 48 ~ ~ ~ ~ ~ / ® ! RECENT AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THE > e AMERICAN ASSOCIATION OF NURSERYMENT L4A.N.}.
~ ' ® ® 2. SOR ANALYSIS SHALL BE OBTAINED PRfOR TO PLANTING. SOIL SHALL BE ~ 1L t ! AMENDEDASRECOMMENDE0.
` 63 , o 103 ~ o ~ r. ® o a j I 3. QUG HOLES RATION OF BEDS IS HIGHLY PREFERRED TO fNDIVIDUALLY
~ ` s° ~ Shrub Planting _ t ~
104 o ® 50 , ~ 7 NOT TO S t t
®o ° ` . e° ,d ~ 11 ; ,j I ~ ~ ~t o
105 ~e / 61
o ® 51 e ° •~.4~a o , \ ~ _ ,t _ Ft
° a e PLANT T 0 TYPE B J'~
5 BUFF STANDARDS / 60 1 ` ~ ~t at I ~ PLANT SCHEDULE 1O ~-PLANTTOr~1Q~'YPE B i STREET TREES
146 ® .a ® 52 r ~ E ® t e r1 BUFFERT~IVDARDS K Y ANI AL NAM COMMON NAME SIZE NOTES
" r ACR ACER RUBRUM `OCTOBER GLORY` OCTOBER GLORY MAPLE B&B 2"-2.5" CAL./~2' HT MATCHED SPECIMENS
GENERAL LANDSCAPE NfJTES \ / t % t, WHERE EXISTING VEGETATION FAILS TO FUNCTION ADE UATELY AS RE UIRED (I.E. TY~ B PERIMETER BUFFERS), THE CARP 5DF ® 59 Q Q
{NSPECTOR RESERVES THE RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADOiTION TO THOSE SHOWN ON THE PLAN BASED ON ~ / ( ~ ~ / ` ° ACTUAL FIELD CONDITIONS. REFER TO TYPICAL BUFFER PLANTINGDETAILONSUBDIVISIONPtAtdSFORSUPPEEMENTALiRAP1TING. ® ! 5"T ~ ~ e- ~ FRA FRAXINUS AMERICANA 'AUTUMN PURPLE AUTUMN PURPLE ASH B&cB 2"-2.5" CAL./12' HT MATCHED SPECIMENS
2. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-0F-WAY OR WiTHlN 5 FEET QF A SIDEWALK. y` ® ° °r t ALL BE MAI TAI ED TIL Alt ITE W RK 1 MPLETE. THE FENCE SHALL BE REMOVED PRIOR 't 4 ® + ° 3. ALL TREE PROTECTION FENCING SH N N UN S 4 S CO e \ ® 58 ` ` ~ ~ QUP QUERCUS PHELLOS WILLOW OAK B~e6 2"-2.5" GAL./12' HT MATCHED SPECIMENS i
TO THE FINAL SITE INSPECTION FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ® 0 4. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES ASSOCUTED WITH ON-STfE ELECTRIC, TELEPHONE, GAS, CABLE, OR OTHER ~ 1 a~ ® ®e® . I I ~ I
SlMIG1R UTILITY SHALL BE LOCATED IN THE SIDE OR REAR YARD AREA OF THE SDE AND SHALL BE GREENED TOTHE MAXIMUM ~ ® / ® / 3 ~ EXTENT POSSIBLE WITH EVERGREEN SHRUBS. PLANTINGS SHALL ALLOW FOR A MINIMUM S FEET CLEARANCE AROUND THE ® ° - " " ~ OUR QUERCUS RUBRA 'MAXIMA' TERN RED OAK BBB 2"-2.5" CAL./t2' HT MATCHED SPECIMENS
t ° 1 STRUCTURE TO ALLOW FOR ACCESS. PLANTING SHALL ALLOW FOR 14 FEET OF CLEARANCE WHERE THERE IS A DOOR OR LOCK. THE ® 1, l 9 Z t TREE/4p LF REQUIRED PER TOC REQUIREMENT ~ ~
AMOUNT OFCLEARANCFSHALLACCOUNTFORTNESIZEOFTHEPLANTMATERlALATMATURIIY. ~ ® ° ® `d 5. ALL STORMWATER DETENTION DEVICES VISIBLE FROM THE REAR OF ANY ADJOINING DWELLING, STREET OR FROM OFF-SITF SHALL BE ~ ® 57 ® 16 NOTES : ~
SCREENED WITH EVERGREEN PLANTINGS, EXCEPT WHERE BUFFER PLANTINGS SUFFICIENTLY SCREEN DEVICES. 1 / ~ / ~ ~I~ 6. THIS FUN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING GRADING, WALLS, ETC., REFER TO THE SITE AND / ~ f 55 , ? ` I 9j, STREET TREE SPECIES SHALL BE MADE UP OF ROUGHLY EQUAL QUANTITIES OF EACH ~ ~ I ~ ~ OF THE SPECIES LISTED ABOVE.
GRADING PLANS. ® % 7. ALL PLANTS AND PANTING PROCEDURES SHALL MEET OR EXCEED A.N.L.A STANDARDS AS SET FORTH IN "AMERICAN STANDARD FOR '
NURSERY STOCK", 2rp40R IATEREDITION. ,9 , B. AIL TREES AND SHRUBS SHALL BE FULL, WELL-BRANCHED PUNTS WHICH ARE CHARACTERISTICTOTHE SPECIES. 11 O 0 ® A 4 2~. ALL VEGETATION INSTALLED WITHIN A SIGHT DISTANCE MAINTENANCE EASEMENT TO BE 3 I~ ~ _ MAINTAINED AT A HEIGHT BELOW 24fl OR LIMBED UP TO 6'.
9. TOPSOIL SHALL BE SPREAD OVER THE ENTIRE LANDSCAPE AREA TO A DEPTH OF AT LEAST4INCHES IN LAWN AREAS AND 61NCHE5IN w SHRUBANDGROUNDCOVERBEDS. \ / / 5 ~ i w ~51GHT DISTANCE =10 O2
16. All TREFS TO BE A MINIMUM OF 2" CALIPER AND B' HEIGHT ATTIME OF INSTALLATION. ® Q I p~ ~ ~ S 11, NO FENCING SHALL BE PULED WITHIN BUFFER AREAS UNLE551NSTALLED AT ONE TIME FOR THE ENTIRE LENGTH OFTHE BUFFER OR ~ ~ „ ~ ~ ® ~ ~.®9 94
STREETSCAPE. NEITHER INDIVIDUAL LOT OWNERS NOR THE H.OA. SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIORTO s ~ ~ ~ t a PLACING A FENCE IN A BUFFER OR STREETSCAPE,THE FENCE SHAH BE SUBMITTED TO AND APPROVED B'Y THE TOWN OF CARP. ® B ~ I ® ,ao'R P 13 ~ -
t T WE FIVE PER ENT 5% OF THE RE UIRED SHRUBS URGE & SMALL SHAH BE LOCATED IN THE REAR YARD. ` ~ t
r~ „sa
a A0 { ~ ~ s
~ ®
rc ® I ~
W " ` ~ o s ~ { I I I I ` ~ 1
= B D BUFFER PLANTING STANDARDS ® ~ ~ ~ ~ UFFER PLANTING STANDAR S ® ? { , $ 2 3 4 3 4 ~
Type A Opaque Type BSemi-opaque ; i, ~ 1 I { { I }
~ E ~ M .r ~ I ANNUALS ~
~ N ® e I ,,®C'°~ I (18) "BlG BLUE" I I A~"'~ ~ LIRIOPE
~ - -~-------E%iSTR;G TRLL TD EE S4YE0 ~ g"_„ I -"E%ISTINGTREE iq Pf SAUFD NEW EVERGREEN TREE ® _A n._°-®°^®® n i 4._-
y --'NEWCVCRGREENYREE * f ---XEWDECIDUGi1StttEE , * I 4B'TOWNO GARY - _'-"'-'."-....."NEVt UEC47UWSTREE ~DPTIONµ FEP~C GRWAtt ° { L ""'",,,.wl.. _ ~ r®®®, ~ O
O ~ ~.._-..__._._.._~,tlpNAl FENCE OR WAIL .~~NEW EVERGREEN SHRUBS , .NEW EV[RGRCEN SHRUAS B ~ _ ~ 't ~ A A' ~ ?n_n___n._n i~ ~ it ~ C7 o•
SECTION ____-m~Rn_. ENS. SECTION' e ~ ~ ~ I _n___ O
i "°"'°.~NEW EVERGREEN SNRU6S ~ OPEN NEW ENERGREEX SHRUBS ~ ~t r' ' ~ ° r~ _ ___._.__-.OPtiCWa1 EEXCE qt WAL[°"~" ~ I pY~ OPEN ® ~ I r
w .NEWf4ERGREENiAEE: , II rtl /"°P'yl/rY a _T__~_. QPigNAC EENCEORWAU. XLW EVERGREEN TREE E ~ PACT s - NEW DECWUWSTREE -~-~-----NEW DEC SRREE ~ .c PACE ~ f ( / ` ~ a
fBiStING 2REE TU BF SAVED EXIS?NG TREE TO BE SAVED ^I ' ~ NN 7 I ttPEABUFFERINTENT -Et ~ „NEW DECIDUWSSNRUB 4 ° {~°Vt; ~'^o,.~ ad
R ~ Pormatimr of an opaquxsaeen from she - ~ ~ ~'S, °D .sF grournl taehaight oral laasl&teel. ' , ~ I + ~ ! . 4 TYPE 6 BiX~FER INTENT ~ ` ~ 4 ,m ,e~ ro
l ~ ~ J Pom+aBan d a xemlaps4ue xae~ from the :YU ' - ~ ~ ° ° - ~ ' r ` ~ ' ' I -PINE STRAW ALL PLANTING BEDS ~ ~ ~ ~
~ ` q NINIMUNi PLANTING REgUIREMENT& i U H 1 ~ D~rounA to a height of at ~asf 6 leaf. ti,°" Trcee KR61ftRIRPLFNtIXCREQDiRENENT5 LANDSCAPE MAINTENANCE MINIMUM LOT LANDSCAPE - ALL LANDSCAPING WITH THE PUBLIC RIGHT-OF•WAY
d " S9Y>of alnew treaa sha66e evergreen. ~ i ~ v f Maturen.gntReo'H ~ ~ _ I 25%aralinewlreessnallbaevergrean. 1. EXISTING VEGETATION WILL BE RETAINED WHENEVER POSSIBLE. 1~ __.I InstaileQ s¢a:2^gi. B ~ ~rf B' NWWre Xetght=4D'H N 7HE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, SHALL BE MAINTAINED BY THE HOME OWNERS m NHENEVER POSSIBLE. ASSOCIATION IN PERPETUITY.
z & ~ A' Nnru4A InsUtled s¢e-z cat PRESERVATION AND MAINTENANCE OF ALL PLANTINGS AND PHYSICAL FEATURES SHOWN ON THN PLAN. THE OWNERS SHALL BE 2. AFTER DWELLING CONSTRUCTION, EACH LOT SHALL HAVE A$ d PLANT TYPES AND NUMBERS: j 7Gi%Nailr :nn,basnall6aaver9maa ~ ~ SnN4s RESPONSIBLE FOR ANNUAL MAINTENANCE OF THE VEGETATION TO INCLUDE BUT NOT BELIM[TEDTO; LOT SHALL HAVE AS MINIMUM THE FOLLOWING
-~n "t•5'H ~ ~ P5%of all new shruta shallna evergreen O x , M.. !L su tn"_ 7 .a"p4"H , -':ie " Aaarw" nelgnt--s N ViWN AREA FOUN DAYTON PLANTINGSt T FFIG CALMING DEVICE PLANTING DETAIL
C rn matnRea size=24•H ~ $ G ~ , _ 1. THE UWN AREA WILL BE MOWED AQ TIMES PER YEAR TO PROVIDE A NEAT AND UNIFORMLY HNISHED LAWN. FOUR LARGE SHRUBS (NEAR FOUNDATION)
~ ~ i ~ J NpTEa 2. FOR AREAS INACCESSIBLE TO MOWERS, A STRING TRIMMER WILL BE USED TO CUT GRASS TO SAME HEK;HTAS MOWER MATURE SIZE - 5'-B°H ON1
q / ~ 7. Rererto NOTES Ilxtedonpage 3. CURB, SIDEWALK, AND BED EDGES WILL BE MECHANICALLY EDGFD 1571ME$ PER YFAR DURING THE GROWING SEASON. I k- 'I'' I ~ ms's 4, ALL DEBRIS WILL BE REMOVED FROM TURF PRIOR TO MOWING AND FROM TURF AND PAVEMENT AREAS FOLLOWING EDGING. PLANTED SIZE - 30"H I ~
t 5. THE ENTIRE LAWN WILL BE CORE AERIFIED IN THE FALL. _ . 6. SEEDING AND FERTILIZATION WILL 8E PERFORMED IN CONJUNCTION WITH AERlFICATION. EIGHT SMALL SHRUBS (NEAR FOUNDATION} ON}
a , 7. THE LAWN AREA WILL BE OVERSEEDED WITH A HYBRID FESCUE BLEND AT A RATE OF 75 POUNDS PER ACRE. MATURE SIZE - 2'-4'H B. THE TURF WILL BE FERTILIZED THREE TIMES DURING THE YEAR {MARCH, SEPTEMBER, AND NOVEMBER). A SLOW RELEASE PLANTED SIZE - 20"H GRAPHIC SCALE o
~ NITROGEN PRODUCT WILL BE USED AT A RATE OF t•2 POUNDS OF NITROGEN PER tOQ SQUARE FEET. Ea D BD rao 1s0 ARD) MATURE SIZE - 40°•60'H ~
z t hi ~Re~swr+aresFxleaw,pageu~s. ~ Y,-e~Gw I:~' tARGETREE$(1FRONTYARD,18ACKYARD}MATURE$IZE- ~ PLANT BEDS AND SMALi ORNAMENTAL' TREES PLANTED SIZE - 2"CAL o
9 ~ ~ VtYPtCAL REFSEG. t4,5.SE t REFSec: t. ALL PLANT BEDS WILL BE SPRAYED AND WEEDED BY HAND TO MAINTAIN THEM FREE OF WEEDS AT ALL TIMES. SMALL TREES (I FRONT YARD, i BACK YARDS MATURE SIZE - to v 4el~t 2, ALL SHRUBS WILL BE FERTILIZED AS REQUIRED WITH ALLOW-RELEASE FERTILIZER ATA RATE ACCORDING TO PLANT TYPE. x R _ REVSED AL TREES WILL BE FERTILIZED BY DEEP ROOT FEEDING WITH A LLOW-RELEASE FERTILIZER DESIGNED TO FEED FOR TWO YEARS. PLANTED SIZE - 2"CAL ARD} MATURE SIZE - 15'-40'H i inc6 = 60 ft.
,r. 3 L tttytUntttttet
BUEEERVnDTIt ~ SEE TABLE ua~sn IHTHE wGI Dr-raENO. 4, ALL SHRUBS AND TREES WILL BE PRUNED WITH HAND PRUNERS TO ENCOURAGE GROWTH AND REMOVE DEAD MATERIAL. 3. EXISTING VEGETATION THAT REMAINS ON THE L07 SHALL BE IP ltEEtn~EtaaenlXniELDai DETAILNG: P ~^,2 S. REPLfaCEPINESTRAWMULCHANNUALLY. THE L07 SHALL BE INCLUDED IN THE COUNT OF `~~•~l~ ~ C A Rat's,,
"a PLAN LA'1 ~ 6. FORhtAI HEDGES WILL BE TRIMMED TO AN INVERT'V"SHAPE TO ENCOURAGE LOW LGAB STRUCTURE AND DENSE GROWTH. MINIMUM LOT LANDSCAPING.
6- r ' 7. AN LP.M. (INTEGRATED PEST MANAGEMENT) PROGRAM WILL BE ESTABLISHED AND IMPLEMENTED. 4. EXISTING VEGETATION OR PLANTING SHALL BE PRESERVED ANC L BE PRESERVED AND/OR PROVIDED WHERE REAR ~w AK A I - P TN., Cary Project Number I U°9t3-UU4 Z
YARDS BACK UP TO EACH OTHER, OR WHERE VISIBLE FROM OTI Q Town of Cary Community Appearance Manual Town of Cary Community Appearance Manual LEAVES AND NATURAL AREAS SHALL MEET TOWN OF CARP REQUIREMENTS FORA "TYPE B" SEP RE VISIBLE FROM OTHER YARDS OR STREETS. AND Cary HTE Number 11-0457 TS FORA "TYPE SEMI-OPAQUE BUFFER. K Approved the Town of Car KY
°0 ^N's ""'z 5. REDUCTION IN REQUIRED VEGETATION MAY BE APPROVED FOI ? i. ALL LEAVES WILL BE REMOVED FROM THE LAWN AREAS WEEKLY AND FOUR TIMES A YEAR FROM THE PUNT BEDS. LEAVES MAYBE SQUARE FEET IN SIZE. PLACED IN ADJACENT WOODED AREAS AY BE APPROVED FOR OR LOTS LOTSSMALLERTHANB, 00E) = 4f NOT APP U 1 ~ STRUCTION py y
0 a 2. NATURAL AREAS WILL BE MAINTAINED FREE OF BRUSH AND WEEDS WITHIN THE FIRST 10 FEET OF THE NATURAL AREA. 6. TREES SHALL BE AT LEAST 2" CALIPER AND B' TALL AT TIME OF B'TALLATTIME OFINSTALLATION. SHRUBS SHALL rye: Development Review Committee
00 BEAT LEAST 24" TALL AT TIME OF PLANTING. FAILURE TO MAINTAIN ALL PLANTINGS IN ACCORDANCE WITH THIS PLAN MAY CONSTITUTE A VIOLATION OF THE LAND DEVELOPMENT 0 7. ALL RIP RAP PADS, DETENTION PONDS AND OTHER STORMWAI D OTHER STORMWATER RELATED DEVICES SHALL BE ; G
ORDINANCE AND MAY RESULT IN FINES. SCREENED WITH EVERGREEN PLANTINGS SUCH TO REDUCE VISL ° 8. INSTALLED LANDSCAPE SHALL MEET OR EXCEED THE PLANTING )CH TO REDUCE VISUAL IMPACT FROM LOTS. A. Planner Date r ;GEED THE PLANTING CRITERIA. ''ePr y a o i y y s yygy:
i

SCREEN ACCESSIBLE
VENT THROUGH DOOR
Ik
- _ _ _ _.e_..
NOTE: ~ e
SKIMMER MAY VARY SLIGHTLY Y
- - 4~ ,r _ _ _ _ - _ _r -ti. FROM IILUS TION to ~ C
~
F - - - _ _
~ , , , , f _ . - - _ w _ FLaaT -
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. v. !V' ..-..nom--" ' : ~ ~.m-.^` ~ ,1 - - _ - OU11.ET END; GONNECITON ~ w
_ _ _ _ r, ~ _ _ - TQ OUTLET PIPE OR RISER ~ ~
~ r r~~r / ~ _ . _ . _ _ _ _ BA L PIPE LONGER SHOWN Z NOT INCLUDED WITH SKIMMER J
- SUPPLIED BY USER ~
w ~ - _ n - N I~
. ~ - , ; ' ~ FLEXIBLE JOINT (NOT TQ EXCEED 3' IN LENGTH) ~ ~
~ ~
_ is r- r / ~ P- TE Y SEDIMENT DEVICE Z.
y,..~ ~ ~ ` ~ ~ - 1 10' LEVEL SPREADER _ z
_ - 1 ~ ~ - VEGFI ' ENERGY DISSIPATER _ VEGETATED FILTER STRIP PLANTING PECIFICATIQNS ATIN SKIMMER D TAIL ~ ~
rA . _ m _ , t/ ~ , USE 2.5" SKIMMER W(2"HEAD (TYP.) NTS e
1 v" 1 ' 30 LONG''X 10' WIDE 6 DIP" WATERS QUALITY OUTLET PIPE:. ~ p - - ~ ~ 1 _ - 1 VEGETATED FILTER STRIP (SEE ' - -
1 i F?LANTING SPECIFICATIONS T S ' r` : - ~ THE VEGETATED Flt , 'f F E VEGETATED FILTER STRIP SHALL BE CLEARED; AND COVERED WITH A MINIMUM OF ~
. , ~~,s f,,--°-- 6., ®F TOPSOIL, n 1 ;~`SHEETj. CLEAR AND GRADE ' f^' - - OF TOPSOIL. MIX t-2 CUBIC YARDS OF PEAT MOSS OR COMPOST PER 1,000 SF
~ / PTO 5% MAXIMUM SLOPE. ~ ~ v _ ^A = '`P INTO THE TOPSOIL. t ` , , " t % . OUTLET STRUCTUREr ~ ~ . ~ - - . _ _ - _ ADDED, PER THE T 0 THE TOPSOIL. IN ADDITION, HONE-TIME START-UP FERTILIZATION SHOULD BE DED, PER THE TABLE BELOW:
~AA ~ ~ , .,rte
f 1 - ~ ~ ~ - ~ . ~ ' - ~ . - 75 LBS OF GRC ASS ~.QTHER THAN CENTIPEDE: " I ' 75 LBS OF GROUND LIMESTONE PER 1,000 SF - - --`s-----~ GRATEOFFSETOVER
/ f ' r " ~ , ' ' W--`~ - - A STARTER TYPE . _ s A STARTER TYPE FERTILIZER, HIGH IN PHOSPORUS, BASED QN THE TYPE OF GRASS I STEPS&DRAWDOWNVAIVE
4 AND PLANTING A AND PLANTING METHOD. i
_ , i ~ , T q - ~ ..:r` .,r", ' - - TIP ~ sn Tl~li~ ~
t f 2 LB OF NITROGEN PER 1,000 SF
...._,--°~-"~C ~ , 3~S GRASS ,TYPE: Y A TYP ~ ~ _ t _ ~ I
-GRASS TYPE SHAT t 4 i ~p _ GO 0 ~RASS TYPE SHALL BE TALL FESCUE OR COMMON BERMUDA. GRASS SHALL BE SOD, I ~ ROWN IN NON-CLAYEY SOIL, I j '
1 V ~ ~ ~ ~ ` - AT R FR LATER SOD FREQUENTLY FOR THE FIRST THREE WEEKS AFTER INSTALLATION, SO THAT TRASH RACK ~---E--- - ~ ~
~ ~ ~ ~ ~ o,,. ~ W E SOD EO t ~ ? ~ THE FIRST 1.5" C I :fit ~ r r` - HE FIRST 1.5" OF SOIL IS KEPT MOIST. ~ FABRICATE TRASR RACK OUT OF j
pe _ ~ ~ ~ a c~ #4 REBAR, DOWELED INTO RISER - _ _ TOP SLABANDS(DEWALLS. ~ m^®,
OPENINGS SHALL BE 9"MAXIMUM - -.-_----r.._--.._.__ _ ,_a,.,
~ i . ( r S ~ i ~ ; , ! /
316 1'I° ,ter' T.5
o
~ I , ~ ~ H RACK TO ND 9' MINIMUM __.T-_._..
A ~ , 1~ k ~ AOVE TOP OF SLAB I ~ ~ I 6" PRECAST CONC
I ; ~ TOP SLAB WP GRATE
TRASHRACKTO ~ I -i I ~ 9"VOID SPACE
i ND B' MINIMUM - - ^ BELOW OPENING I I
` ~ ~ ` t ~ ~ _ ~_..._~.._-__.l__..
a y ~ w ~ - ~ ~ ~ . S ~ , ~ 9" 9'
} `.1. 6 x 5 PRECAST
I . 11. REINFORCED 80X
T0P SLAB AND T SH C DETAIL
NTS
#4R 1r O,G. EACHWAY 1tT PREFORMEDJOINT
FILLER,17 WIDE
:ry J
6"PRECASTTOP a
1 SLAB Wl GRATE ~
z
DIf~ENIONS ELEV. PRECAST RCP
PLANTING REQUIREMENTS -BMP 1 NOR POOL 305,00 Bax 9"VOID SPACE t,/)
300.00 RISER CREST
SHALLOW WATER (NORtvVAL POOL TO 6 BELOW) ~ 4,887 S.F. 50 HERB. PLANTS / 20D S,F. (4+887 S.F.1 ®1222 PLANTS PaND BaTTOM WEIR PLANT TYPE KEY BOTANICAL NAME COMMON NAME R T CALIPER HEIGHT NOTES TOP OF BERM 5 FT. 310:00 NOTE: ELEVATION PLACE STEM SUPPORTS 2oao PsF MIN. sEGTIDN
AT 3' FROM BASE BEARING CAPACITY BENEATH COLLAR
HERBACEOUS 183 Acores calamus Sweet Flag CONT. 1 Gal. 24" O.C. DRAWDOWN ORIFICE 3" 305,00 125 Acores calamus'Variegata' Variegated Sweet Fiag CONT. 1 Gal. 24'° O,C.
0 125 Peltandra virginica Arrow arum CONTm 1 GaL 24'" O.C. RISER CREST ELEVATION 5' ID x5' ID RCP BOX 306,00 I . TYPICAL ANTI-SEEP CaL R
I 238 Pontedaria cordate Pickerelweed CONT. 4" Pot 24'° O.C. WEIR ELEVATION 9' WIDE 307.00 ORIFICE (SEE TABLE) , i.~{.. ;E (SEE TABLE) DIP TO LEVEL SPREADER (WATER QUALITY OUTLET) NTS
126 5agittaria latifolia Broadleaf Arrowhead CONT. 1 Gal. 24 O.C. OUTLET PIPE INVERT UP 132 LF 36"RCP 3x1,00 PERMANENT POOL !L ~
240 Saururus cernuus Lizard's tail CONT. 4" Pot 24'° ®.C. HIGH FLOW BYPASS JOINT SEALED WITH A~LOCK -J p
185 Schoeno Pettus tahemaemontani Softstem Bulrush CONT. 4" Pot 24" O.C. OUTLET PIPE INVERT DAWN Q 0.50% 299.34 P OUTLET PIPE INVERT UP 112 LF 6"DIP 305.00 NEOPRENE GASKET CAST IN TE ®I W
SHALLOW LAND (NORMAL POOL TO 6°' ABOVE) ®3,826 S.F. 50 HERB. PLANTS l 200 S.F. (3,826 S.F,) = 957 PLANTS WATER QUALITY OUTLET T PIPE INVERT D WN a " . MANHOLE WALL 1. RISER BARREL, SKIMMER AND OUTLET PIPE SHALL BE INSTALLED AT PRIOR TO THE BEGINNING ~
PLANT TYPE TY KEY BOTANICAL NAME COMMON NAME ROUT CALIPER HEIGHT NOTES OUTLE a ~ o.6s~ 304.00 4 NRS GATE VALUC VRS GATE VALVE GROUT EACH SIDE OF OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT CONTROL DEVICE DURING 3
139 Carex stricta Tussock Sedge CONT. 4" Pat 24" O.C, HERBACEOUS TEMPORARY SKIMMER ATTACHMENT ROADWAY AND UTILITY CONSTRUCTION, ONCE THE SITE HAS BEEN STABILIZED AND G LNG IS UER ATTACHMENT COMPLETED THE BASIN SHALL BE CLEANED OUT AND STABILIZED. THE SKIMMER DEVICE SHALL (y,
139 Iris versicolor Northern Blue Flag Iris CONT. 4" Pot 24" O.C. 198 Iris virginica Southern Blue Flag Iris CONT. 4" Pot 24" Q.C. FOR EROSION CONTROL ITROL 'O-RING° GASKETED BE REMOVED, THE BOTTOM DRAIN CLOSED AND THE NOR POOL ESTABLISHED.
256 )uncus effuses Soft Rush CONT. 4" Pot 24" O.C, EMERGENCY OUTLET CLASS III RCP 2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
- 199 Lobelia carriinalis Cardinal Flower CONT. 4"Pat 24" O.G. LEVEL. SPR ADE SCHE U~ -PHA aIPR ET (HIGH FLOW BYPASS PIPE) TOWN OF CARY STANDARDS AND SPECIFICATIONS.
- - - 26 Scirpuscy~rinus Woolgrass CONT. 1 Gal. 24'° O.C. A II®III-III-IO~III~II1®lill®III®IIh EI I 1=III=I I1=III=1 I1=1I I=1 THIS PROJECT WILL MEET ALL OF THE REQUIREMENTS RELATIVE TO BEST AGEMENT
Q (POND 'III 01- I I I I-I I I ICI I ~~I I I-I I I I I ICI I ICI I I-I I I I hl I I l PAVED INVERT GROUT 6" PRACTICES AND ENGINEERED STORMWATER CONTROL STRUCTURES AS OUTLINED IN
OUTLET# DRAWDOWNj LENGTH(FI') - - ~cFSI -11I~ I I~ ~ I I I_ I ~ THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE (CHAPTER 4, PART 4,6, LDO).
I.._. -
BMP#t OUTLET 0.32CFS 10'
z E BMP #2 OUTLET 017 CFS 90' o
BMP#90UTLET 0.05CFS 1Q' - _ P I I IL NTS
a
0
0
a
O o
N CONCRETE ENCASEMENT SEMENT ~ ii y ~ ~ 7R PRE-CAST COLLAR ro ~ °
A VALVE BOX DOVER ~ AT 3000 P,S.I, OR PRE-CAST CI ~ g a~ ^ to ® ~
A ev ~ FINISHED GRADE ~ NOTE: TRASH RACK IS REQUPRED ON THE RISER \ ~ FINISHED GRADE OF BERM
SEE DETAIL THtS SHEET j _z ny~m ~ ro
e ~ _ .4 GRAPHIC SCALE ~ ~ ~ ~ ~ cn
WATER LEVEL auRrNC sroRM II®III®IIhIIhI11 III®III®III=1I1®II 9 TOP OF DAM , . ~ ~ , - - - I®I ~ r." . ' , 3D 0 15 30 6D ®g 0 ~ U ~
7EMPORAR Y SKIMMER =1 ~ ~ I=1 ~ I=1 ~ 1= ~ , . -I ~ (_I (-I ~ I-I ~ - I I I-111-! I I-III-~I I I I I I-1 11-III-111-1 I I; ~ I I-III q'. . "n
I ® ~ ~ ~ I TOP OF RISER ° ` : WATER .4 CQNCRETE ENCASEMENT 1 inch a 3D ft.
n. ~ ~ m iv ~Qo~~ ; AT 3000 P.S>I, OR - •e4'°'' PRE-CAST COLLAR
E PEAK FLOW ATTENUATION POOL RISER "i' _ , ' • . 4
6 FOREBAY PERMANENT POOL 10: t p ~
G N ~ ~ .P ® PO' WIDE VEGETATED SHELF TO ` ' ~ - ® n®anoonnon®® . VALVE 8OX COVER ®4064,~N Cq~O ®°'~o
PERMANENT 10' EXTEND TO A DEPTH OF 6° ABOVE - (TO BE LABELED "WATER") q44®~®~°,°®S$r°®®~° a®®® +MPED o®
AND BELOW THE PERMANENT POOL • ' ' ` ; ' , ' ; • ~ TAMPED ~ ' POOL DEPTH ~ VEGETATED W SHELF VALVE HQX. BACKFILL ~CKFILL PLAN VIEW °(~(7~° °
BOTTOM ~ - - - O p° O
~ t EARTH DAM O 0 W 0 Q. °
°a I ® % , ' ~ _ NOTE TO CQNTRAGTOR: NQT APP ~ ° Q F ° $TRUCTIO
I - - VALVE BOX SHOULD NOT TRASH SCREEN CONTACT MAIN OR VALVE. : . ' ,---4% GATE VALVE 0 ° A °°~GIN ° TRASH SCREEN °a® °°®®,p®®°°®R~Q 4°°
v I I I I I I i i --Iii --III---° I I I - , 0®0p0000000060660
aNtl-F OATATtDNDEVICE 1DISSIPATORPADWITHLINER ~ L II
FOREBAY pRAIN ~I _ _ 4" e _ 4 PVG PVC (SEE DETAIL THIS SHEET) ~ i°-) ~-I I I ~ ann~n anrrn?r
Pf1N(S R(1TT(11,A ('~na Prninr# t Inmhnr 1(1_CR_Plfid r1"
a ~--I 1 1-1 I I®I I I III-III®I . wue y' c avJ c.o.c evu a .ee vv-r
ANTI-SEEP COLLAR Cary HTE Number 11-0457 Z ND-TEi: Approved by the Town of Cary
° TAMPED BLOCKING
BACKFILL to RCP OUTLET PIPE uI I® - I 1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED. Development Review Committee z6 2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH
SECTION VIEW P CROSS SECTION IS NO GREATER THAN 5° (€t.) FROM THE SURFACE USING A
° A' i ~=k I I=I ' NTS. FOREBAY DRAIN DETAIL MANUFACTURER APPROVED EXTENSION KIT. Planner Date
r x 3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.

t+9
SCREEN ACCESSIBLE ~
VENT THROUGH DOOR z
o , ' . ' . ~ 1 , , . I , 0 i e l E ~ ~
~ ' mot`. ~ ~ ; ~ ~
. - rF _ _ ? ~ I NoTE: ~ ~
, , 4 w, g. / w =iE ~ ~ ~ , , .,3 ~ _ ? ~a. i SKIMMER MAY VARY SLIGHTLY ~ ¦ ~ ? ~4 FROM ILLUSTRATION W ua
s ° PAP: 3 ,4 I ? ~ > ~
, , . , R ~ i i s ~ '3
r" ' t M ® .
r, ? ~ FLOAT
t r~' _ I f 7 ~ N V ~ ' ~`V ~~`'^w ` ^ ~ ~ ~ ~ ' ? ~ sn ~ ?
? t' OUTLET END; CONNECTION W
~ ? ~ TO OUTLET PIPE OR RISER ~ ~ ? ~ ~ `
~ - l ~Q ? I BARREL PIPE LONGER SHOWN 4 ? ; ~ NOT INCLUDED WITH SKIMMER ~
~ / \ t SUPPLIED BY USER ~ ? ~ ~1,~~?"\ n"
t ~ ~ ~ , f [g„
_ , / J ~ OUTLET STRUCTURE ' ~ ~ _ ~ :I „ , - •p ° f ~ t _ ' ` ~ ~ ® FLEXIBLE JOINT (NOT TO EXCEED 3' IN LENGTH) ~ ~ ~ ~ w
• t ,y t ~ _ ~ ; }
I t~ 4 - ~ r r F _ i ~,,~?~~~~~s y~ ~ TEM~a R~ s DIM NT DEVICE
n ~ d ~ l./.~ ~ ~ I HIGH=FLOW ~ ~ _ p, ~,,A • ` ' ~ BYPAS 'PIP ~ ` 1 . ' S E `
t ~ . ,P - mr, ~ - . , _ of , ; \ OUTLET STRUCTU _ . ~'s _ ~4 _ ~ , 1~ - ; : , r , _ ~ ORE- , °~ll~~ - DEWATERING SKIMMER DETAIL
' - - 1 y. ; BAY ~r s ~ - t e. . / ~f ~ ~ ~ t r` rl C~~ ?t4r~ ~ ~ NTS C USE 2.5" SKIMMER W12" H .j a
. _ , ~a AY 92 k _ ~ 3 ~ ~ ?~~j. ~
6~ : _ r _~_..m_.~. ~h , f ~ _ x - ' ;4 ' . \ ' ?mss' ~ r i ~ ~ ~ ~
l _ p . , R -,..mss ~ ~ ' ~ _ V l\ t Y t
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~ ~"-399 ? ~ - }o _ _ _ _ ~ ~ ~ '~4 ~ ro • r-._ _.-------I GRATEOFFSETOVER
~Ot` ~p ~ - ~ _ ~ u' I STEPS 8 DRAWDOWN VALVE
1 ~ ~ . _ - - - _
_ _ , t ~ E I ' - - al I 4 1a' -_LEVEL sPREa „ .7 _
t ' r3_ ` s . / ~ ~ ®g } ~
I _ R 'c,... I.. -i ~ 4" DIP WATER , . L ~ - I \ ~ J A ITY T T PIP -fi
QU L OU LE E , , ~ - _ c? j
FBGH FLOWS 4 DIP VdATER ~ ~ k j J _ ~ 1
YPASS PIP ' QUALITY OUTLET PIPE - ~ - , ~ F1~~ r ~ FABRICATE TRASH RACK OUT OF Y I ~ ~a ~ _
10' LEVEL SPREADER ~ , . "t~ . i TOP SLABANDS~IcDEWALLSRiSER
" _ y, OPENINGS SNALL BE 9' MAXIMUM -I--.__ _ Iv _
, N., I
® ®1- I - NI N -1 - T T.5
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DIMENSIONS DIMENSIONS .ELEV. NRACKTO ND 9" MINIMUM .
DIMENSIONS ELEV, NORMAL POOL 315,54 AOVE TOP OF SLAB I._,.,_ ~ G PRECAST CONCR TOP SLAB Wf GRATE
NORMAL POOL 395000 POND BOTTOM 311.40 ~ i I ' i
POND BOTTOM 392,00 TOP OF BERM 5 FT. 5 FT. 319.40 H RACK TO ~ ~ ; 9"VOID SPACE ND 5 MINIMUM - -
TOP OF BERM 5 FT. 319.00 DRAWDOWN ORIFICE 1.5" 1.5" 315.54 BELOWOPENING _ - ~__....m__I!
DRAWDOWN ORIFICE 2" 395,00 RISER CREST ELEVATION 4° ID x4" ID RCP E 4° ID X4" ID RCP BOX 316,04 9°
RISER CREST ELEVATION 4' ID x4" ID RCP BOX 397.50 WEIR ELEVATION 4' WIDE x 6" HIGa 4' WIDE ~ 6"HIGH 317,10
WEIR ELEVATION 4" WIDE 396.75 EMERGENCY SPILLWAY 15' WIDE 15' WIDE 319°50 5 z 5 PRECAST REINFORCED BOX
OUTLET PIPE INVERT UP 49 LF 24"RCP 392.00 OUTLET PIPE INVERT UP 56 LF 30"RCP 59 LF 3d"RCP 31d,Ed
HIGH FLOW BYPASS o HIGH FLOW BYPASS o ~ D~6~p 31a.ao TOPS AND T SH GK DETAIL
OUTLET PIPE INVERT DOWN 2.04/0 399.00 OUTLET PIPE INVERT DOWN 0.66/® NTS
OUTLET PIPE INVERT UP 46 LF 4"DIP 315.00 OUTLET PIPE INVERT UP 43 LF 4"DIP WATER QUALITY OUTLET o WATER QUALITY OUTLET OUTLET PIPE INVERT DOWN o 43 LF 4"DIP 315.54 ~a R
OUTLET PIPE INVERT DOWN ~ 6,2510 392.00 Q 3.49 /a Q 3.49% 314.44 O.C. EACH WAY 1(2" PREFORMED JOINT FfLLER,17 WIDE
Q
6"PRECAST TOP
SLAB WC GRATE
CANTING UIMT - SMP 2 LATI DINT - S Q PRECAST RCP ~
BOX 0
SHALLOW WATER (NORMAL POOL TO 6° BELOW) = 2,104 S.F. 50 HERB. PLANTS12o0 S.F, (2,104 S.F.} ®526 PLANTS SHALLOW WATER (NORMAL POOL T® 6" BELOW) = 1,537 S.F. 50 HERB. PLANTS1200 S.F. (1,537 S,F.} - 364 PLANTS RISERCREST PLANT TYPE TY KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES PLANT TYPE KEY 80TANICAC NAME COMMON NAME R00T CALIPER HEIGHT NOTES WEIR R CREST 9"VOID SPACE ~ NOTE;
80 Acorus oalamus Sweet Flag CONT. 1 Gal. 24" O,C. 58 Acorus oalamus Sweet Flag CONT. 1 Gal. 24" O.C. PLACE STEM SUPPORTS ELEVATION
HERBACEOUS HERBACEOUS 52 Acorus oalamus °Variegata' Variegated Sweet Flag CONT. 1 Gal. 24" O.C. 38 Acorus calamus'Variegata' Variegated Sweet Flag CONT. 1 Gal. 24" O.C. AT 3' FROM BASE y@pp pgF MIN. SECTION
52 Peltandra virginiea Arrow arum CONT. 1 Gal. 24°" O.C. q9 38 Peltandra virginica Arrow arum CONT. 1 Gal. 24" O.C. BEARING CAPACIPf BENEATH COLLAR
' ° n a F. ,9 Iv " 104 Pontedaria oordata Piokorelweed CONT. 4 Pot 24 O.C. Y l 76 Pontedaria cordate Piokerelweed CONT. 4 Pot 24 O.C.
• 52 Sagittaria latifolia Broadleaf Arrowhead CONT. 1 Gal. 24" O.C. E - - 38 Sa ittaria latifolia Broadleaf Arrowhead CONT. 1 Gal. 24" O.C. ORIFICE (SE g ORIFIGE(SEETABLE} DIP TO LEVEL SPREADER TYPICAL ANTI-SEEP COLLAR (WATER QUALITY OUTLET)
104 Saururus cernuus Lizard's tail CONT. 4" Pat 24° O.C. 76 Saururus cemuus Lizard's tail CONT. 4'° Pot 24°' O.C. PERMANENT POOL gANENT POOL NTS
82 Schoenoplectus tabernaemontani Softstem Bulrush CONT. 4" Pot 24°' O.C, 60 Schoenoplectus tabemaemontani Softstem Bulrush CONT. 4" Pat 24'" O.C. JOINT SEALED WITH A-LOCK ~
SHALLOW LAND (NORMAL POOL TO 6'" ABOVE) ®2,360 S.F. 50 HERB, PLANTS / 200 S.F. (2,360 S.F.} = 590 PLANTS SHALLOW LAND (NORMAL POOL TO 6" ABOVE) = 1,690 S,F. 50 HERB. PLANTS 1200 S.F. (1,690 S.F.} ®422 PLANTS NEOPRENE GASKET CAST IN .J 0
PLANT TYPE TY KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES PLANT TYPE KEY BOTANICAL NAME COMMON NAME ROOT CALIPER NECGHT NOTES MANHOLEWALL TE
HERBACEOUS 80 Carex stricta Tussock Sedge CONT. 4" Pot 24" O.C. HERBACEOUS 57 Carex stricta Tussock Sedge CONT. 4" Pot 24" O.C. 4" NRS C 4" NRS GATE VALVE GROUT EACH SIDE 1. RISER BARREL, SKIMMER AND OUTLET PIPE SHALL BE INSTALLED AT PRIOR TO THE BEGINNING
80 Iris versicolar Narthern Blue Flag Iris CONT. 4" Pot 24" O.C. 57 Iris versicoior Northern Blue Flag iris CONT. 4" Pot 24" O.C. 120 Iris virginica Southern Blue Flag Iris CONT. 4" Pot 24" O.C. ~ 86 Iris virginica Southern Blue Flag Iris CONT. 4'" Pot 24" O.C. TEMPORARY SKIMMER F OF OVERALL SITE G ING AND SHALL BE UTILIZED AS A SEDIMENT CONTROL DEVICE DURING ~ 7RARY SKIMMER ATTACHMENT ROADWAY AND UTILITY CONSTRUCTION. ONCE THE SITE HAS BEEN STABILIZED AND G ING IS
i FOR EROSION CONTROL 135 Juneus effuses Soft Rush CONT. 4" Pot 24" O.C. R ~-`"I 98 Juneus effuses Soft Rush CONT. 4" Pot 24" O.C. ROSION CONTROL '0-RING' GASKETED COMPLETED THE BASIN SHALL BE GLEANED OUT AND STABILIZED. THE SKIMMER DEVICE SHALL
~ ~ 125 Lobelia cardinalis Cardinal Flower CONT. 4" Pot 24°° O.C. 88 Lobelia cardinalis Cardinal Flower CONT. 4" Pot 24" O.C. CLASS III RCP BE REMOVED, THE BOTTOM DRAIN CLOSED AND THE NOR POOL ESTABLISHED
EMERGENCY OUTLET 50 Scirpus cyperinus Woalgrass CONT. 1 Gal. 24" O.C. 36 5cirpus cyperinus Woolgrass CONT. 1 Gal. 24" O.C. 11 3ENCY OUTLET {HIGH FLOW BYPASS PIPE} 2, All CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
11=11I~I I I.I M I I®I I ICI I I® =11 11=111-1(I' I I I=1)1-111=1I I ~I TOWN OF CARY STANDARDS AND SPECIFICATIONS.
~II~III.III.III.IIII. I I®I I I.I 11=11 ~ I I®I I'=-" I I=1 I I=1I hI I I I®I I I I I-III-III®I I I PAVED INVERT GROUT 6" -I I ~I I I.I i I- " THIS PROJECT WILL MEET ALL OF THE REQUIREMENTS RELATIVE TO BEST MANAGEMENT
11111- II.III I I~ PRACTICES AND ENGINEERED STORMWATER CONTROL STRUCTURES AS OUTLINED IN
THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE (CHAPTER 4, PART 4,6, LDOj,
x
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N O
M
o L VL SP A R SCHE lfLE -PHASE 51PR l CONCRETE ENCASEMENT N - _ , SEMENT ° a OR PRE®CAST COLLAR Q ® o
N VALVE BOX COVER ~ AT 3000 P.S.I. OR PRE®CAST G O {POND
LENGTH(Ff} ~ ~ FINISHED GRAD! o OUTCET# DRAWDOWN} ~ ~ NOTE: TRASH RACK tS REQUIRED ON THE RISER GFSI ~ ~ • FINISHED GRADE OF BERM ~ ~ `!I o ® a
SEE DETAIL THIS SHEET ( j z 4 o ~ 2'-O" J -r m
I BMP #10UTLET 0.32 GFS 10' _ - 4 - - - -
= WATER LEVEL DURING STORM - 70P OF DAM ' _.....BMP #2 OUTLET 0.1T GFS 10' ~ I=) ~ I=) ~ I=1 ~ I=1 ~ I.'' d'.' I ~ I C (-1 ~ I ~I ~ hI ~ :1111®II a. • `6 ~ ~ ~ ~ ° cn ~ to cn
~ TEMPORARY SKIMMER ~ = I ~ ~=1 ~ I=1 ~ I=~ I ° . ®=1 ~ 1=) ~ 1=~ ~ ~ ~ I _ BMP #3 O~.i'~ET 0A5 GFS 10' IJ I-1 I l--I LI-I I 1-1 I I ' ~ ~ ~ ~ ~ • < ~ ~ ` I I hI I1-LI 1-1 I1-1 I I -1) I® GRAPHIC SCALE ~ ~ III=II) °s' 30 ® 15 30 60 0 g U ~ ®4 '
TOP OF RISER ~ . a O < . WATER CONCRETE ENCASEMENT
m, . ~ OQd~O ; AT 3000 P.S.I. OR . ° PRE-°CAST COLLAR 1 inch W 30 ft. ~
~ RISER "i~ X. 6.. PEAK FLOW ATTENUATION POOL ' s°
® I ~ FOREBAY PERMANENT POOL t0:t q W
VALVE BOX COVER ~
o 10' 4~DE VEGETATED SHELF TO N PERMANENT "i, t0' EXTEND TO A DEPTH OF 6" ABOVE ~ TAMP 4MPED (TO BE LABELED "WATER") oa®~4~Np6~ARp,,~ao
~ POOL DEPTH VEGETATED AND BELOW Thlf PERMANENT POOL ED T SHELF VALV£ 80X ; BACKFILL 4CKFILL c°° 4~'°°°''°®°'®°®~P~Q®°,
BO TOM W EARTH DAM PLAN VIEW oo ~~~,SSIp °°®0~ p
- _ ® o'c~
® ~ NOTE TO CONTRACTOR: ' ff ° ° ® 4
~ - - - - VALVE BOX SHOULD NOT 'e ~i-i TRASH SCREEN CONTACT MAIN OR VALVE. ' `...4." GATE VALVE TRASH scREEN NOT APP Q ° F(a ° ®STRUCTIQ
- I I I I I I I I E I I 111--- i; z ANn-FLDArATtON DE~GE ~ ~ ~ 9DISSIPATORPADWITHLINER E p NG P N ~ ®Qpp °0P°ooooa°°°°~ \®q®o
~ FOREBAY ORAdN ~ I ~I A ~"C ggo®pppc°ppp~Db~o®94°4®0
4" PVC 4" PVC t (SEE DETAIL THIS SHEET) ~ i-~ v -
i; POND BOTTOM POND BOTTOM
.,.r. rrrn nna. an ~ 'I I I®1 ~ i®~ i®I I I-III®I , , ' f ~nr Prni®rt Ahom{~or 1fl_CR_Pl(Id PS
I =I I I I I I I i III III I I1=i I~'? TAMPED N T v Cary HTE Number 11-0457
-III-III-III-III-III-I ~ ~CKFILL BLOCKING
1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL DE ALLOWED. Approved by the Town of Cary 2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH Development Review Committee p
BMP CROSS SECTION RCP OUTLET PIPE SECTION VIEW IS NO GREATER THAN 5` (ft.) FROM THE SURFACE USING A
NTS. FOREBAY DRAIN DETAIL MANUFACTURER APPROVED EXTENSION KIT. v
3, PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS, Plonner D®te fy

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l „ ~ ~rt..i BAFFLE5 w1N METAL POS .w.~____ N ~BAFFLE5 OO1N METAL T, NC STANDARD 2° x 2' SATE
d"-0" MAXIMUM T Au s. 9tNp~RT IB AND w~~ET 2 oP ~ D ~TR~vu ( ~ AR ) (rm.} (~E 91EEr I W~ FABPoC 8 C 35' MINIMUM FLOW BYPASS ~ AND FIBER NETTIAG (SEE NOTE 5 FOR ENTA4pN ~ GRATE} ~ 4' 8' 4'~ STRUCTURE
YARIA~E AS pRECiED BY THE ENQNEER q1 1 I ®1 SIR TB° ~i (trP.} (~E 91EEr I ~~r ~i i i i a li i i i i' ~ ~
a+ PROTECT ~R wTH FILTER ~r,0_ 'h' FA~C AND R~ RAP j 'tm ~i°^ MORTAR BED- ik' q®
T F N F C FRIER F ~ +EB a r~ y` i~~s MINIMUM t0 CAUC.E 51L E CE ABPo S wDS METAL PpSt, N yr ~is~~~ m CORDEL BRICK 9` ~ " _ ~~~~~f PER CWRSE F~ } • ~ ~
INSTALLED TO ~CQND F NG AND CpR FIR NEPBNG ® UNE NTRES wRE FRCM TOP MNIMUM 12}`2 CAUCE 4" ~ 6" PSC - ddTERMEDIATE WiRE5 SIX COURSES SIX D' ` . ~ ~ ~ CWRSES ENERGY ~
- - LENGTH ° DISSIPATER
A TDP Q' DAR S'x3'at81' b° Std APR~1 i ~ ~
KIMM A IN 1
S, T RT 1, USE F~ pRA~A~ AREAS NOT EX S (NYE} S 35. GRWi ~ ~ 3 MINIMUM a ~ ~
FR T ~1 ~ 2. ~xATNSNS ~ sireuzED . c io it 5; 9 MAX. T a ~ ~ 3
- UNE wrn ~ RAP _ YAPoABLE ~ ~ r`tn
T ~ DESIGN Of SPILLWAYS STEEL POS t~ ~ DAu TOP a DAM ~ REINFORCED a, STONE ON ~ i W ~ CHANNEL FILTER 2 ~
ORNNAGE AREA MEN{ t ~~~i i i l i i WOVEN WIRE FABPoC (ACRES} (F1} i ~ i FADRIC -pTCn AND BLpY i I ~ ~
SILT FENCE FABRIC 1 <.0 TILTER F . ~i pTCn AND Y 2 b.0 _ FRIER FA(M~ FRIER FABR~ I ° (MM, la' ~ FA~eC} S 4.1 ~ ~
3 QO s,Mp (MM. 12' ~ FA~IC} ® o t tG0 IENGTH U~ SILT FENCE LkTLY WHEN DRAINA~ AREA "vT ~ N Flu ~ BOtT~6 AN D wTH STAPLES ___,vM ° 6" MIN. R RAI ~ n
S 12.0 DOES NOT EXCEED 1J4 ACRE AND NEVER IN ~ t. ~11E STEEL FENCE POST AT LEAST ' ARf D WEiR CROSS ECTION UNDE D N
AREAS CON~NTRATEO FLOW. t FOR REPAIR ~ ALT FENCE FAILURES Td tdE7TE5 INTO Sq.ID D„ ~ ' USE DETAIL OA000,23 Sx R wTH REtphEVAt RAE Imo. GRADE 2, TARE NOT ACCEPT {gE STAR T®} MAINTENANCE g CaiCRETE _ 1 ~ ~ P.S.I. SECTION VIEW ~
~ ~ "'d" MINIMUM GOYER INSPECT ARY YpYENT TRAPS AND EMPTY SKSiMER OF ALL S AFTER EACH ~ SIpTiF~ANT RAINFALL. ANT RAINFALL. W W
DYER SKIRT ~ 3. DIRECT WATER TO T~ ~ BA9N, REMDVE SEpMENT APA1 RESTS TRAP TO ITS dNAL N4pi5 THE SENT xA5 TED TO -HALF D~ ® DESKUI DEPTH OF THE TRAP. PLACE TI£ t YHAT IS XT A ~SKYTATED ARE0. REPNR NETTING ~u~ PoE nkO 1, EITHER SAID BACK, SOLID BLQ, ~ PRECAST CONCRETE MAY 8E USED, LE7hL SPREApER LIP 2. FOR 24 INCH R.C.P, A.ND IAR~R U PIPE DIAMETER PLUS 92 INCHES FW ~NIMUM IN90E DIMEN90N.
ANCH4~ SKIRT AS STATE N DIRECTED BY ENG~c'ER s CHEQt THE ST~ICitXtE FOR DAMAC~ ~ PIPNG PERIO~CALLY C+tfdt THE 6EPM ~ THE NAY t0 ENSI~ PERSPECTIVE VIEW Ir s A M ~ LS FEET D~ LON PdNT ~ THE EMBANSYENT, MARpATELY FRL ANY TTL T a Tp$ PO,LWAY TO ENTIRE 3. GRAZED INLETS SHAH, NOT BE USED WTHIN TRAVEL S •...:•:.I:.~:...::.:.. 7 Z ~T ~D WMEpAtELY 4, ST ARD STEPS REWIRED 4 16 INCHES O.C. NtIERE DEPTH EX~EDS 3 FEET, URBAN TRANSITION ~
i EM ENT TO $Jd11LY ~ GRADG ANY @P RAP FRpi THE SRLLNAY MUSt BE ~ D ATMEpATELY. STApLRE THE EMBANNYENT ANp ALL p5 D MEAS THE NT AND STREAM THE TRAP 5. WHERE S ARE REWIRED, USE PRECAST CpdCRETE SHALL BE USED AS T~ AND GRATE BUFFER ' ~ s PG9ROtlED STEPS, W
I e IMMEpATELY AFTER CdISTRUCTKH wTH ~EtWVG s 6. YARD INLETS DEEPER THAN 10 FEET SHALL REWIRE BLE WALLS. 0
DETAILNo. DE"fAiLNo. DETAIL DETAILNa. DETAILNo. ~ LEVEL SPREADER-PLAN Vl~y{j ~
ST TEMPO Y SILT FENCE 04000.01 ST TE 0 Y S R BASIN 04000.03 STAND TE 0 Y S R BASIN 0400 EF E:12(10N4 saEr I bF t E • 17/1D(09 sar I v t EFFECDYE:I1110t09 sat 2 04000.03 ST YARD ET H GRATE F 08000,02 saT a a a EF :17IIOrIN sat t a t
SHA W TYPE INTERN ,~IAT~,TYPE 4'X4' DEEP TYPE 5'X5'1 TYP 'X ' INTERMEDIATE TYPE 4'X4'1 DEEP TYPE l5°X5°1
7p• y~ 2O' MIN~UM {S FEET ~ LESS IN DEPTH} (5 FEET TO 20 FEET Ik DEPTH} (OVER 20 FEET IN DEPTH} 0 FEET IN DEPTH} ,SHALLOW TYPE (g FEET TO 20 FEET IN ~PTH) (0l~R 20 FEET IN DEPTH} (5 FEEL W LESS IN DEPTH}
tMTr SUFTTpENt r0 AEEP t. PUT SILT FENCE ~ TREE PROTECTIQ~ FENCE UP TO EH SEpMENt pt 9tE CONSTRUCflON ENTRANCE IS USED, 1} REFER TO DETAA, 0 13: STANDARp pRiIfWAY APRp~, I~tE A AIM RDNF D ~ .
CpTt SEE NOTE A REMM' SCAE 2. If CC~lSTR4JC710N ~ THE STES ARE SUCH THAT THE MUD 15 2} REFER TQ QETAIL ,tq: STANDARp METHOD ~ REMOMNG M' $AS~ I~O~CRCED 5T ARD STEPS 9, LEVEL SPREADER DESIGN PALL BE BASED ON CURRENT • 1E CAB T6` CN 4ZNTER _-16 - CQk~ETE SLAB
NOT REMOVED BY THE YEH10.E TRAYEUNG DYER THE STONE, THEN CpT~ETE SLAB Si° STEPS E~STING {F~ A pR1~WAY INSTALLATIpt). THE TIRES THE VEHICLES MU5T WASHED BEFp3E ENTERING 6' STANDARD t6 ~ ~ 'Y' bO` STANDA~ S7ff5 STAN F~'<,. " _ DIVISIaN ~ WATER QUALITY pES7{01 GUIDELINES. ~O^ 75' al CENTER STEPS ~A8"~ r._w.
ME PUBLIC ROAD. 3} FABRIC MAY BE ADDED tMDER THE STONE WHipl Wp1LD ADD StAND STEPS STEPS 6' T TA E TO THE Cde5TR1Kfl~ ENTRANCE. tb° ENTER 16" as ~ kl MAK 95" D.C. 5• 2. INFECT AFTER EAgi RAINFALL, UNTIL VEGETATION IS kl MAx.~ b® MIN, 8® B° auROXAft utW WELL ESTABLISHED, AND MAKE ANY NECESSARY Dacna t+' REPAIRS; AFTERWARDS, INSPECT PERIODICALLY AND
Ib• pF rmTH a 3. IF A CT CONnNUES t0 PtlLL MUD AND DE Or1 TO ® L ~ b° ~ ' EwSTHC STREET, THE PUBLIC ROAD, THE TOMN WILL CLEAN THE AREA AND INVOICE EXISTING r; a 9 ' i 2 3' STONE TO dE USED _„s,e~a ,r~l>. ,Np. 5. } 2 6" Or A{,TERNAPE u»NG b' n d'~ C EVERY ~ ALTERNATE LAt9NG °t t " KEEP tEGETA4pN HEALTHY AND MAINTAINED. • ORECT~i EYERr ~
RpADNAY 1ER IS THE FINANCIALLY RE 4BLE ~ A5 RTDICATED ON THE ROADWAY ( S ~ R 0 MATER FlNANCIAL RESP~ISIBIUTY FOREI. THE MINIMUM FEE THE TOWN ~ ~ " ' ~ - ~t I Q,[,~~- K 7, ~ ~ COURSE
CARP Wtll CHARS TO CLEAN THE STREETS WILL BE S3~ FOR ~ uEV. 6 NAbTRD sTaaE c ~ T- iHE FIRST HOUR AND f200 FQR EACH HER THEREAFTER. 7TMS ENTRANCE TES QldLY TO ENTRANCES 6" NAKED wN lI' 1 IAN. b' WASHED b'~
,yA``- d--~-~ INQNDUAL SNGLE FAMILY RE~DENTIAL UNITS. FRAME, tAATE k x STONE ~ FRAME, CRATE Q H STatE & O.aT, STD. BA0.03 PER D.ai, STD. Ma07 FRAME, SATE & N ® SiaiE GRAZE $ X U REINFORCED PER D.0.T. $T0. 814.03 FRAME, GRATE 5' XOCO
~ PER D.at, Std. 6a0D3 ~ - AME, ORAL t YA4 TE i PER D.O.t, STD. 51003 ! PER D.O.T, 574. 03 L S_
P A W P A I 26, TE catcRErE ~.AB 2d d" N@t TO ~ REWF •wa
41N EX~ED S'-0" 26' , 5' TO a0®0" ~ ® A 60° ~ ~ ®O® NOT t0 1IF 5" b ~ PAjJy
iOlp. s 6" 2C NEN 6" 6' NEW ' MPL ~N- ~ ExCEED S°-0" bW~ ® ® LEVEL ~ 3 INCHES OF SURGE STONE
CC1tSTRUC1Ip1 ~ KN OJT CURB AND GUTTER (bPISTRUCTION (/"4~~ E70STNC SEE DETAIL 03000.10 ~ w A ~ _..7' p/y~ 1 t °pTR SPREADER LIP 5•~ n 4.1 F URBAN
( } x. a N sin 4 EIOSflNG ROADWAY STONE BEDDING ~ ~ ~ " ~ u ~ u TRANSITION m ~ BUFFER
~ ..'fv.~" 41=} ill r 9. CONCRETE SHAD 9E A000 P.SI. MNMMUM FOIL ALT, MIN. b' WASHED MNL 6" N '~if ~MOL 5" WASHED 6'~ .3000 P,S.I, CONCRETE SLA FTAj ~ REINFORCED CHANNEL ~ ~ E~~ - viii
_ ~iIF r'f ='~q : ) f I STONE BEDONG ~ ~ I I _ I I I i~ i 2. ~sr ~ STRUC1LNdE5 MAY Q1RY ~ SLAB DETAIL sTaNE ~I I I IFII I ~ Iii EI ~ _ ~I li s' ww. ~T~~~~~~!ri-71 ~~f~ 'll~~~~~,~i ~I~II=III~I~Ii;1~ ~ - -'u=i~"iT~ir~ i.~ ~r~; a~sTAUEa ro ~Pn+s ccRnnm As r CAB DETAIL 26. 1 STONE ~ 28' ~ A ETAIL UNOERORAIN -SIZED FOR `t,,,/ STE SGII CQNaTiONS- ^ 4 , m = 3 7t. WDE STRIP
'~V_ .III. 8Y THE uANI1FACTtkiER jb" 6" MIN. 26' OF FILTER FABRIC ~ ~ 5` • DRAIN INTO BYPASS SWALE RECEIVING
~OIEXTXE FAQ UN~R SipR S `NAFFLE° BOXES ARE ACCEPTABLE FCR SHALLON TYPE CATCH &t4NS PHKK A " AMB SS AwD b" REN6 VENT F( 4, MAY ~ USED TO 72' A~ • 0°hR 5° Rd DEPTH, 9Y WALT SS 5• TH 55 ANO STREAM 6' REA6 MENT F~ I ~ " Ab8 55 B%~ ~ REiNf 4QNT F~
ADAPST FRAIN, i,'RATE d 60' b REND Mt FOR ` Jr:. SfA FND YRAFFTt CROSS SECTION R CTION T® us BY AN SOt AXp TRAT77C TO 5` TOP OF' WALL. AND B` ...LLL ~ ~ e ~ RE T F~ 75 AFm TR/ff1C Br AN BOTT~I SLAB BE U~D. ~by.~i y~ ,yp 1R1C ~ , , LO~NC BY AN APPROPRIATELY SIZED LEVEL SPR,~ADER CROSS SECTION ENpNEER L Dr AN EER CONCRETE FOOTER
ELEVA A M ~ 4 8Yµ ENpNEER ER 12 Nib9ES. I--dO°--I I^-7I"-^{ BRICK MAY ~ USEO SO T RRAME, CRATE & 10 SIACE ELEYATtp1 ~"'°'"74"-"I
DETAILNo. DETAIL No. DETAIL A 4 91 NCIES. DETAILNo. DETAILNo.
STAND CONSTRUCTION ENT CE 04000.07 STAND RESIISENT CONSTRUCTION EN CE 04000.08 ST PRECAST CONCRETE CATCH BASIN Og00 08000.03 ST CONCRETE BLOCK OR BRICK CATCH BASIN 08000,03 ST LEVEL SPREADER
E:12111U09 sat t a t EFFECENE:11JI0N9 sxtt t a I EFf :12110109 sat T sataaa EF :12110164 Tlaa ( 1
2` ~ ~ 1. ALL PLANTS DE~GNATED TO BE SAVED SHALLi TC~ RIM QF pTCH MDVIMUM OEWATERWG PROTECTED BY FENCNG, A5 ILLUSTRATEp. y Ta BE SAVED SHALL BE STANDARD TYP, P TYP ~.1 AS ILLUSTRATED. (UP TO 20 FEET IN DEPTH} (OVER 2O FEET IN DEPTH)
I~Ib~ I~ I=" tB" 2. INSTALL TREE PROTECTIQwt FENCE AT TREE DRII W FENCE AT TREE DRIP
S CUT QR FILL SLOE I ® ~ ~ ° LINE ~ AT EDGE 61STURBED AREA, AS SHG _ ® ~ . ¦ CN PLANS, PRi~ TO COMMENCEMENT ~ STURBED AREA, AS SHOtMI STANDARD MANHCLE RING OMMENCEMENT ~ STANDARD MANHOLE RING AND CO AND COYER
- ~ - ~ CONSTRUCTION. TOP DE~pdED FOR HS-20 LOAgNG
_ I F 2(YAX14U~ ~ ~ ~ 3. SPACE TREE PRQTECTIQN ZONE SIGNS A MINIMI ~ CONSTRUCTION SPECIFICATIONS s. o N ZONE 57GNS A MINIMUM TOP DESIGNED FOR STANDARD MAY BE FIAT OR T. THE SIZE EACH STANDARD HS-20 lOAgNG STEPS 96' a 60" I.D. ECCENTRIC CONE '
Sof~MUST~ A MINIMUM &tF 2`~ZE` AND Irai.l T. LAY ONE ~ ad EACH SIDE THE STRUGNRE QN . NSIBLE FRgi B41H SIDES THE FENCE. THE ° CROSS SECTION A-A STA~IZE DIT~RSTON DITCH TMTH TEMPORARY ITS 9 IN THE ~TTOM TQ ALLOW ~AINAGE. IM 2` x 2° AND STEPS 96" MAY DE FLAT W ON CENTER :S 4iE FENCE, THE ON CENTER 16° I,D. ECCENTRIC GONE MINIMUM ~
SEEDING AND ERO~~ GON1Rq. NETTMG, THE FgPNDATIQN SHOULD I EXCAVATED AT LEAST 2 ® ®i ~GN MU5T THIN THE FI~LOwNC LANGUAGE'. INCHES BELOW THE tXtEST ' THE ST pRABi. PLACE ® w: "TREE PROTECTi~ ZpdE, KEEP &1i', IN BOTH FOLLOWNC LANGUAGE: MINIMUM Ot~R 20,-0' c E, KEEP Wi', IN BOTH UP TO 20°-0' ,C
THE ~TTgA ROW d° BL S AGAINST THE ~ THE ®i ENCUSN AND SPANI~i, S DRAIN F LATERAL SU T AND TO AVpD ! ~i 5:9 MAX. PLASTIC CEMENT U PLASTIC ENT 6" PUTTY W BUiri ~
WASH~TS WHEN OYERFLQW R5. If NEEDED, dY£ ~ Q{tr ~ wl FFNPr uATFR1Al• In. 1 TF9ERE SMALL BE NO STORAGE MATERIAL LATERAL ~T TO ~J aTENT BY PLACNG j ORANGE, UY RESISTANT bi WITNIN THE BDUNDARIES ~ THE TREE PROTECT f~ACE MATERIAL RU R ,ANTS ~ THE TREE PROTEC40A1 5 PUTTY W BUTYL. RUBBER JOINTS l~:' t;~
a E HI~i TEN9LE STRENGTH FENpNC. UPQ. T~ l'/ TiYE ~1~ t.0% MAXIMUM 2X4 S1UDS THRdlpt t NINGS. • A~ ~ M1 Z
2. CAREFULLY FIT NAROW CLOTH C AR E TMRE GRAVEL FILTER ® PQLYEIHYI.ENE LAMINAR MESH MTH T/2 INCH NINGS DYER ALL BLACK BARRICADE FABRIC 4. TREE PROTECfl0i1 FENCING SHALL BE MAINTAIN tNG SHALL BE MARiTAINED 4qi OF THE PRO~CT, •
NINGS TO MqD ~AYEL IN THRQJptQUT THE DURATION OF THE PRO~CT. ~ -°°t 3. USE q.EAN C,RAVEL, 3/4 TO f/2 INCH IN ~AMEiER, BRICK AND MINIMUM 6' THICK BRICK AND MINIMUM 6" THICK MORTAR INt~RT WASHED STgiE BEDDING
I f IT H 2` MN. PLAE~p 2 RTGiES SLOW THE TC~ ~ THE qV A 2 : 1 (MA90MUM] TOP R N 0 D C 2:9 ~ ~ FLATTED AND 9AOOrii IT TO AN E1EN TEM ARY ~pMENT WIRE SCREEN ~ 4'-0" MWiAR INVERT WASHED STONE Rio v t
GRADE. DOT p37 WASTED STONE IS RECOMMEND. MINIMUM war
FLAT TOP DETAIL FLAT TQP DETAIL
GRAVEL FlLTER ° GRADE t' MIN _ td STEEP CUT OR FILL SL 2` MAXIMUM SEDNENT ~ n u i I l i i u ~ ~ i iii i i i i i i i i u i i ~ ~ ~ ~ ~ I ~ i ~ ~ ~ ~ I STANDARD STANDARD
ii B • II II II 11" ~A' II 2"-0" MIN. STEPS STEPS
„ I I ~~I u u u u i - OEWAtERING i i ~ i ~ ni i l l l 4'-O" O.C. 92` 58" t2' 72"
~~j~jI~ MINIMUM I T ~ 1.33 bs/LF STEEL POS h
lC! P A I I
0 W
DETAILNDe DEFAIi.No. DETAIL DETAILNa, [e-mail] ~
ST TEMPO Y DIVERSION DITCH 04000.09 ST BLOCK & GRAVEL DROP INLET PROTECTION 04000.2 3 TREE PROTECTION FENCE 040C E :12110109 ~ 9£ET I OF I EFFE :11110f09 ~ sttT r p', E :1711a104 p°EET I 04000.25 STA PRECAST CONCRETE HOLE CTION BOX 08000.05 ~ 3 sat t a t EFFECrNE:12I10104 sat t a T
FK,TER a 9 INCH DIAMETER Q
RIP RAP APRON / 57 WASHED STONE h ° r rQ r
b ° °6 ®o ® oo S °o
tr- ~1MP sTR~ A A A A ALT FENCE F G TO OVERLAP o ~ } H WARE CL4M BY 12 INCHES =~0 6P °°b ° a Q` ob • o;o° ° , o
3 TIMES INNER STEEL FETir~ POST •
PUMP STRAP QAMEIER (I.D,} I.O. PIPE 1" REPAR FOR BAG PoPE REMOVAL Ff~IA INLET-?~ ~ PARE FENCE SILT FENCE F X ARE CLOTH STEEL FENCE POST ON WRE FENCE ~ W FENCE
HARDWARE CLOTH FILTER a 9 INCH pAMETER PAN VI W
RIP RAP APRON ST WANED STONE USE 9LT FENCE WTLETS DNLY WHEN pRAINAGE A SNOT Ez~ED I f4
1} L • THE LENGTH OF THE RIPRAP APR~T, "v . P APR~I, ACRE AND THERE IS A LOW AREA, USE FLOW gRECT10N 18` AS A REPMR OF SILT FENCE FAILURES,
SEDIMENT SACK J FLAN V 2} d ¦ 1.5 TIMES THE MAXIMUM STONE DIAMEffR BUT NO PONE DIAMETER BUT NOT I GRADE STEEL FENCE POST~SE_T,~,~ ~ }
< INSTAI,LATI N DETAIL LESS THAN s° (~ma~}. U FLAN VIEW 3}IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP ~ i ~ i - HARDWARE CLOTH MA1pMUM 1 FEEL APART ~ WRE FENCE xTENO THE APRON UP THE - ~ ~ 6`
CHANNEL BANNS TO dN ELEVAflON ~ 6" {inches} A8 9} L • THE LENGTH OF THE RIPRAP THE MAXIMUM TAILWATER DEP1H ~ TO THE T~ ~ 1 RON W 6" {inches) ADOVE i ~ TO T7iE T~ ~ THE
w ~JMP STR f o 2 d • t.S RMES THE MAXIMUM STYE DIAMETER BI1T NOT BANX, WHIgiE~R IS LES5, I I ~ 0
_ }LE55 THAN 6" (tncNes). L 4} A FILTER BLANKET OR FlLTER F IC 9TWLD 8E ~ , 4 INSTALLED BETYEEN THE RIPRAP AND SqL FQJNDATIC IC 91WLD 8"c 9LT FENCE ~ P SqL FWNDATION, FABRIC
I L 3} A FlLTER BLANKET CR FlLTER FABRIC SHOULD ~ INSTALLED BETWEEN TO# RIPRAP Alq SpL F AflON. P t1 t1 ~ WCH 0 O t 5
EXPAN9d~e RESTRAINT PIPE PIPE (tf4" NriON ROPE. ~ . w, ° n7 Z GRADE ~ ~ ~ .Q cv
~ 2" FLAT WASHERS} a I I j I-~~~~-- Tl~il~l I I T I~ ~ 6~IrIl=11E31E-III~II~II~IE~.I III II- vt ~ ~ O - f f j' isf~ t i }t ~ ,
S " I I i- ~I II~INI~III~II~IF~ ~ j' ~ ~ I~ d I I ~"'~I'~IIHil~l~{I~ d ICI ~I o , III a?~' - I ' a .a m vim ~ ~
_ c, ~I I II 111 ~ciu~li=~"=is- -•-,icucl ~~I i_ ii i~ 1 1-
o ~ TAI FILTER FE.TER N ~ I~ ii ~u °I~ ~ ~ ~ BURY WRE FENCE, HARDWARE CLOTH, - ~ ~ J ~ J
SECTION °A-A° F G SECTION'A-A' FABRIC N FR T AND SILT FENCE FABRIC 6 INCHES INTO 0 ~ G} ~ U g THE TRENCH
T ~ DETAILNo. DETAILNo. DETAB DETAdNo, DETAR,No.
ST ET SED NT CO OL DEVICE 4 2 PB'E OUTLET TO FLAT A 04000.20 PIPE OUTLET TO LL-DEFINED C EL p40( q 0 000.9 NO LL®DEF D C L a4ooo.2~ sT sILT PENCE OUTLET o4aoo.23
.12/tQN9 saT I a T EFFECTIVE: 12110th sat a a I EFF ° 17/l0(tk 51EEt SLEET t a g VE: 12l1Q109 T r a t
r SEEDING SCHEDULE M
~ SH®ULDERS, SIDE DITCHES, SL®PES {max. 3 1) SEEDBED PREPARATION a Consult Eros;on Control Engineer or Sa;t Conservation Serv;ce for addit;onat DATE TYPE PLANTING RATE information concerning other alternatives for vegetation of denuded areas.
a i) Chisel compacted areas and spread topsoil 3 ;nches deep over adverse The above ve station rates are those which do watt under local conditions;.
Aug 15 -Nov 1 Talt fescue 300 lbs/acre g sort conditions, if available. a Nov i -Mar I Tait fescue & Abruzzi Rye 300 tbs/acre other seeding rate combinations are possible. 2) Rip the ent;re area to 6 inches depth.
~ Mar 1 -Apr 25 Tatt fescue 300 tbslacre MsM Temporary -Reseed aecording to optimum season for desired permanent 3) Remove alt loose rock, roots and other obstructions leav;ng surfaces
Apr 25 -June 30 Hutted Common Eermudagrass 25 tbs/acre reasonab6 smooth and uniform. Jul 15 Au 15 Taft Fescue and 35 lbs/acre vegetation. Do not allow temporary cover to grow over IF inches ;n height Y ~ Y g 4) Apply agricultural lame, fert;l;zer, and superphosphate uniformly
a wtl¦ }3rowntop Mittel t t Csee betaww). ® ¦tax or Sorghum-Sudan Hybrids and mix w; h soi tt- l ri firm r a nabl uniform 4 .^^~s,
~ 5) Continue t;tlage unt;l a we pu ve zed, e so y
SL®PES (3~1 to tai) seedbed ;s prepared 4 to 6 ;nches deep. 5 6) Seed a freshly prepared seedbed and cover seed lightly with seeding ®®0®p0000000000 t~
~ Mar 1 -June i Sericea Lespedeza Cscarified7 50 tbslacre equipment or cu(tipack after seeding. = and 7) Mulch ;mmed;ately after seeding and anchor mulch. ®®°°®~N CARD[/®°e°°° ®0\~~Ta ®eCdpeO&gO+OOp ° Pi(.p0
I Mar 1 ®Apr IS ADD Tatt fescue l20 lbs/acre 8) Inspect all seeded areas and make necessary repa;rs or reseedings
~ and w;thin the plant;ng season, if possible. If stand should be over Mar 1 -June 30 ADD Weeping Lovegrass 10 tbslacre 60% damaged, reestabt;sh fol(awing or;g;nal lime, fert;tizer and 4 Cary Pr®ject Number 10-SS-003
Cary NTE Number 1 t-0370
a Mar 1 - June 30 ADD Hulled Common Bermudograss 25 tbs/acre 9) Consult Conservation Inspector on maintenance treatment and NOT APPR ®ECP CAFRUCTION Approved by the Town of Cary 111
o seeding rates.
a June 1 - Sep 1 www Tait Fescue and 120 ibs/acre fertilization after permanent cover is established. www Browntop Mittel 35 tbs/acre w Appty. Agricultural Limestone - 2 Tons/Ac (3 Ton per Ac on clay soils) 0®00000® Development Review Committee 0/;4 1 ®
a www or Sorghum-Sudan Hybrids 30 ibs/acre Fertilizer - 1,000 ibs,/acre - 10-10-10 Q ° z °®0®®®®R°PB001@aA®46®6~ Planner D®f@
Q Superphosphate - 500 lbs./acre - 20% 0 Sep 1 - Mar 1 Sericea Lespedeza 70 lbs/acre Mulch - 2 Tons/Acre - small grain straw M,
(unhutted-unscarified) Anchor - Asphalt Emulsion @ 300 got. acre ® and Talt Fescue 120 tbs/acre Nov 1 - Mar I ADD Abruzzi Rye 25 lbs/acre

- ._a.....~_ N
U
1 Q Z
f 2°-6" STANDARD MANHOLE RING AND COVER LABELED (2} 9/2" x f~4" HEX HEAD, STAINLESS STEEL BOLTS AND ~
JOINT FILLER • MAINTAIN 50° MAX. BETWEEN 2 ®O• 8" PROPOSER SIDEWALK "RECLAIMED WATER DO NOT DRINK" WASHERS AT 180' COUNTERSUNK, 80LT$ & WASHERS TO BE ~ FINISHED GRADE TYPE 318 STAINLESS STEEL. t/1
t 8' RADIUS TYP, JOINTS OR AT ALL RIGID CTS. "RADIUS T/2° RADIUS CRA$$ED UnLITY STRIP (CONCRETE 3000 P,S.I,} ( } 3 ° ~ ° ~ ~o4r" cgRp PENT ~ 6 ' I~ 1 1 I I
VARIES 0.02'fFT iI dr BACK OF CURB T/8' RADIUS 3" RADIUS a . ~ ,dr , (2} OPEN PICKHOLES s HOLE Q ~
~ iv I a c ' 9" pIAMETER a i W ECt~NTRIC CONE 16 ~ ~
a a° ~ COMPACTED TO A DENSITY SECTION COMBINATION AIR FILLETS 0 R 1/8" ; ® a
EXISTING 2'-6' TNA ' ~ a ~ CURB AND GUTTER OF NO LESS N 95% SCORE FULL WIDTH OF VALVE SIZED FOR v ~ THE PROPOSED USE agree oa "at ® H
-~I '/2" SECTION A~A ~ 4 ~ CURB AND GUTTER 9Yj" RAISED LETTERING (RECESSED FLUSH} COVER T VIEW ~ ~
FRONT ELEVATION n ~ , W ~ TYPi A TI N A SIDE ELEYA DN ® ~ Ea < EC TRANSVERSE EXPANSION JOINT ~ F 1n 3
COMBINATION CURB AND GUTTER ~ z PRECAST MANHOLE ~!1~SL~ G(~yER SPEgFICATIONS: ~ ~ am SECTION ~ 2~" cALL~ 1. CLASS 35 GREY IRON. Z
T f8" RADIUS + ~ 4,-0. m N a EDGE OF PAVEMENT ~ ~ PVC RECLAIMED vALVE TAPPED TEE FITTING 2. COMPLIES WITH ASTM A48 C135B. MINIMUM WEIGHTS Z m
a WATER MAIN BRASS APE W/ RESTRA4NED 3. MANHOLE COVER TO BE PAINTED RING 180 4 ~ p ~ PANTQNE 522 CORPORATION WEDGE ACTION PANTONE 522 PURPLE, AT MINIMUM COVER f20
~ $ ~ ~ JQiNT FIU.ER TJ4' SIDEWALK SURFACE PAN 0.25 N t/$" R 3f4° R ~ g x FURPIE STOP RETAINER GLANDS t0-m1t. a ® ® 4, ALL LETTERING SHALL BE CLEAN, TOTAL 3D0
X .04 a o ~ , , N w ~ 4' t/8° RAAIUS;. - <a ® 1. 2e CRISP, AND CLEARLY LEGIBLE, ~ 2°-0" 2'-8" ~ CAU11~8 RECLAIMED WATER CAURgi REQtuMEO WATER 5. DOMESTICALLY MADE & ~
.1 a , . . ~ 4 E I n I ?4 °p. ' 9, ~ ° ~ ~ ip 4 D4 NOT DRINK DD NOT DRINK • ''-g" 4"MIN MANUFACTURED IN THE USA. ~ Q
a ~ F+-- a 2°-O" 6" ~ UU FOUR ANCHOR BOLTS 0 W y~
XPR WAY GUTTER 9° E ESS TRANSVERSE EXPANSION JOINT
(FOR USE ON ALLEYS ONLY) )'_8• 92"-Na 57 STONE MINIMUM 9/2" MNIMUM C7 ~
MEDIAN CURB AND GUTTER PAN VI W ~
" SIDE ELEYAnON 6' 4" 48" ~ o } ~
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 5O FEET, y t. CONCRETE SHALL BE 3, Ps.l. FRONT I c ENa t, TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE,
. ;p°°ooo boo`,.®o"o ®OO @o . o + • o°o®4O • ® 2. CONTRACTON JOINTS SHALL BE SPACED AT TO' INTERVALS. Z. ALL CONCRETE TO BE FlNiSHED WETH CURING COMPOUND. 2. ALL PIPINO AND FITTINGS, IN THE MANHOLE, SHALL BE BRASS OR BRONZE UNLESS 0 0 ~
'•'LII+.°o® o'~W. °,~c~4 (A T5' SPACING MALL BE ALLOWED WHEN A MACHINE ES USED.} 1 PTH I R IR AT AnONS Of' DRIVEWAY CROSSINGS AT STREET iNTERSECnONS 3. A 6 NCH DE S EOU EO 60C OTHERtMSE NOTED. 3. MANH(~E STEPS SHALL BE PLACED t6" O.G. AS SHOWN BY DETAIL 47 ,02,
A.B,C. UNDER STANDARD 3. FINISH ALL CONCRETE WITH CURING COMPOUND. (ALONG THE LENGTH OF RADIUS CURB RETURNS}, ANO 1N THE HANDICAP RAMPS. 4. REFER TO NCDOT DETAIL 846.01 FOR CURB AND QJTTER 4, CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5'IN DEPTH, 5. INSIDE CF MANHOLE TO RE PAINTED PANTONE 522 PURPLE lNTH THE DS, RING TOP VIEW
CURB & GUTTER SUPERELEYAnON RATES, ® et OAUTION RECLAIMED WATER p0 NOT BRINK, STENCILED ON TWp SIDES.
DETAILN®. DETAIL No. DETAII.Na. STANDARD COMBINATION VALVE HOLE DETAIL Nn.
ST CONCRETE G GUTTER 03000.02 ST CONCRETE SIDEWALK 03000.07 ST METHOD OF ENDING D OF ENDING C D GLITTER 03000.11 (FOR RECLAIMED WATER) 06500.05 sr~T t a r EFFECTIVE:11J10109 sl~Er t e$ r
EFFECT[VE:121IOro9 T + ~ 2 EFFECTIVE.12(lOt~ EFFECT'fVE;11JlD/U9 xT 1 ~ t M '
S~EEt~3 ~ 7 i T MUx (S° Sm.) i x I, DETECTABLE WARNAJG DOMES SHALL COVER 2°-D" IN LENGTH AND FUU. MtDTN ~ THE RAMP FL AS ~ THE RAMP FL AS ~ DETAIL O .ta, MEETS 1 A 2. THE RAMP MAY IELLOW e~ '-i~ X74 1
w a w+A+9° z e ~ 8` UTUtt ST ® 1~, 4,~ W 1N G0. OR ANY CaOR M1TH A 7O% CONTRAST RAT14. 5' 0.0' S.8' S.8' 9.0'° aas (Ew.) ~ TH AN FI RA VARY T M T F T TRAFFI lad STANDARDS. f" RAISED LETTERING t DESipi STANDARDS. 5Y4 MAKIUM
a. ~ ~1 ~ '°E am tr aaa (MAK) VARIA~E DETAILS SHOWING TYPICAL s 2. SWAIK ~D s D Cam a Tlam Bu us Cam o c DES P' a.a' P a' r.3' a,s'•• g 0.N ryAX.) apt ( ) RADAIS LOCATION OF WHEELCHAIR 3. kORTH 8dA GENERAL STATUTE 136-44,94 WIRES THAT ALL STREET CURBS BEMG CONSTRUCTEI 28S CMG CONSTRUCTED OR RECONSTRUCTED FQR MaNTENANCE RES, TRAFFIC (RECESSED FLUSH} AFTER SEPTEMBER i, 9473 9iALL PROwDE ~IEELCHAIR RAMPS F~ THE PNY9CAlLY DISABLED AT ~4" (2} CLOSED PICKHOLES ®OX SHALL BE CENTERED
$ (510. 2°-t' 0.88 I RAMPS, PEDESTRIAN OPERAnONS, REPNRS, CORRECTIOAI UTIUTIES ~ ALTERED FOR ANY REASad AFTER SEPTEMBER I, I<, 5' 2.0' P.8' P.8' S.0' A aTPER j K SIDEWALK WA K SIDEWALK ALL IN CTIamS MHERE BOTH QlRB AND WTTER AND SIDEWALKS ARE FRONDED ANp AT OTHER Pal a' as' a.3' a.r a.a• 1 CROSSWALKS AND STOP LINES ~~-s - 7ED AND AT OTHER PANTS ~ PEDESTRIAN FLOW. ~ OVER VALVE UIRE5 PROw51~1 ~ CURB RAMPS CN ANY CURB CONSTRUCTBOPI AFTER d9LY 1, t976 NtIETHER A TRACER
s' 3.0' ea' a.3' a.e' 1" IN Dad, SECTION 226 ~ THE 1913 FEDERAL AID FAGHWAY SAFETY ACT REWIRES PRONSI~1 ~ CU 5' 3.5' 4.3' e.#' X.t' A X 921 MAX, RAC g 4'-0" TYP. NOTE /2 4°-0" (tYP,} SI~WALK IS PR~OSED MdiT1ALLY IS PLANNED F~ A FUTURE DATE, ~ THE AMERICA1mS PATH gSABILITES ACT (ADAj ~ 1990 EXTENDS Tp AmDMWAIS WTH DI UTIES Car WTH 01 UTIES C~IPREHEN9~ CINL INptTS PROTECDaiS SIMILAR TO THOSE PROwDED TO ~ 6Y4®~ NTRE
5' a.0' 4.9' a.6' 1.8' ~ ,f ~ 7 AND 13 ~ Sad THE BASS ~ RACE, SEx, NATIORIAL GPoGAm ANp RELI UN THE dNL PoGHtS ACT C 5 as m.3 s P 3.+ A~ SECTION R-R ; s' so' ro.e' e.a' 3.1' ~ v 1A STM UNE . STOP UNE CURRENT ADA STANDARDS. RsE dwL PoOn1S ACT ~ 1964. THESE CURB RAMPS HAw: BEN DESIGNED TO COMPLY WTH THE 1 ( BOLT RECL,AI4YED
- - B • K_tA+9ry ? i•° ~ 4. FRONDS ~fEELCNAIR RAMPS AT LOCATIONS AS SHOMN ~m THE PlAtds OR AS DIRECTED BY THE ENpN! IIRECTED BY THE ENpNEER. DATE WiEELCHAIR RAMPS AS DIREG9E0 BY THE ENpNEER AftERE WATER 2® ALL PARTS SHALL BE OF lwIERE TWO RAMS ARE INSTALLED PLACE NOT LESS THAN 2 FEET FULL HEIGHT CURB ~ THE SAME MATERIAL AND
B . aSIuME FR01 FRaat EDP ~ '7 MAUI A°'o® Y-'° e'"o• T`~LK EWALK 9 EwALK SBDE1tAltc EXISTEmG Ua+T Pa,ES, F HYDRANTS, DRS INLETS, ETC. AFFECT PLACEMENT, IMtERE Twp RAMS AF Ta 8A0t PpYt ~ dr B~~'s [ILYAnON m 0. T ~ TWEEN THE RAMPS, OlA1 RAMPS AS NEAR PERPENpCULAR TO THE TRA4EL LANE BEING ~O 121 (6.338) SLOPE d RAVEL LANE BEING BOSSED AS PO598LE,
• F~ ~ M~K p ~ p E TI®tE 4 5. PAY F~ ALL YARt DEPTH CONCRETE U~p F~ C~ISTRUCTIQ°1 M?tEELpdAER RAMS AS CRI I+'S~2"~ MANUFACTURER E SAME iAER RAMS AS CRETE IEELCH,UR RAMPS (S0. YDS.) VALVE BOX COVER,
8apc Of 9DEMAEK DROP REOURED vAWA~E ~ ~t aTt~ 6. PAY Fat ALL DEPRES~D SAT MEIEELatAR R AS THE TYPE CURB AND a1T1ER USED ADJAC FOR COPE aOE. VD tX1TTER USED AD NT TO ~PRE$S,".D CURB. (LN. FT,) PANT~JE 522 PURPLE.
I M TRI 10 121 tam T. SUCH PRICES AND PAYMENTS 1S CONSBDEREQ FULL COMPENSATIam FS~ ALL MATERIALS, LABOR, EWIPMI ~TM sN0-+~' aarH K tD ~ u~A IN SECTION S-S THE ERIALS, LABOR, ECUIPMENT, T 5 AND WCOENTALS NECE Y TO SATISFACTpRILY COMPETE ~
IS YARA61k X0.~DMY p P1A3UC RKkT-p-MAY; ON PIBYAtE A R~ ~ ~ pTM D. DO NOT ExCEED OOB (12:1} ~ am THE w+dEELamAR RAMP M RELAnamSNIP TO THE GRAQE ~ THE TO THE BADE ~ THE STREET,
~ ® 0 Q ® 00 ® sw~ ' TT, 4'-0• IS eK~ MAY EX GU nK REta, ~ ° ° a ° ~ a®5~ CCFR WCR ExR t 9. Cad51tA1CT MAfEELCHAIR RAMPS 40' (3'-4®) OR GRATER F~ WAL RAMPS AND 60° (5'-0'j (Xt UREA D 60" (5'-0°) QREATER FOR DIA AL RAMPS, 6« TRACER NtRE 100P
J ° ° ao2°a , roR SEE Sta pT DETAILS SHOWING TYPICAL LOCATTON Ts 0 @ ~ ~ o OF WHEELCHAIR RAMPS, ~AtP i fO. USE CUSS •B• CONC~TE WTH A gpEWALK FAASH IN R TO 08TAIN A RWGH NW-SKID TYPE I UGH NGN-S(ID TYPE SURFACE.
h 14 0 0 0 0 0 ' Exn its SEE NOTE 4 PEDESTRIAN CROSSWALKS AND STOP '+~g.6 ~ 11, PLACE A ExPAN9am ,bINT pgiE~ THE CITE WiEELCJ4AIR RAMP ,xXNS THE WRB AHD AS ~4i THE CURB AND AS SHOkW ~ STANDARD DETAIL .07. B" ~4" P~.
w r Z SEE Sta a7 vARIAE LINES FOR TEE INTERSECTIONS J' ' I 12, PLACE THE IN9DE PEDESTRIAN CROSSWALK UNES NO CLLR IN THE INIERSECTIam BY B1~GTINC THE a9° a+' 2.35` 'Ib R 5 ®m (SEE NOTE 17j, ~ ~ W ^ / ~ 1° s - VEHICULAR TRAVELWAY LIEN ONE RAMP IS INST ~'i F° ~ih-- h-I $ ~ s °~yFr~ Tl~i DY BISECTING THE INTERSECTION RADII, MA1H ALLOWANCE OF A CLEAR ZONE IN THE THREAD CAwTY FOR V / -g- TRACER WIRE l COMPLETE BOX
n ~E S 07 W J e(„ °os WAU` WALK WALK WALK 13, INAiE THE WT AND THE PEDESTPoAN CROSSWALK UNES SO THE FL a THE IEEL(DI 'L THE WHEELCHAIR RAMP WLL FALL 1q'THIN THE PEOEST'RAN CROSSWALK LWES Pt.A~ I P HIN THE CROSSWALK MARKINGS ~i EACH ODE ~ THE 5. 1'°~`~ B" ____.1_.
1CASt ~ ~''t DIAGONAL RAMPS MITH D SIDES SO 24' FULL HEIGHT CURB FALLS WTHIN THE CROSSWALK M+ "g• ~ ~E T , ~ 4'-0• (rxP.j NO 92 4°-0' (TYP.j f4 TR T TH 1RIAN A MINIM 6 T, A RO SwALK WDTN 10 FEET 0 .K WDTH f0 FEET OR SEATER IS DESIR E. g~" ,
DETECTABLE TE r y~' ` ~ ~E .cams uC E PEDES ALK uM ~ FEE G s ARNING,AoMES 0 / STS LINE ~ ~ STS UNE NOTE 3 IS. USE STS LINES, N~MALLY PEBWXCULAR TO THE LANE UNES, WdERE IT tS AWPORTANT TO INEMCATE RWPORTANT TO INgCATE THE PgNT BEHIND WHICH yEHICLES ARE REQUIRED TO STOP W ~ i} VALVE BOX COVER SHALL WEIGH A MINIMUM 13 Ibs.
ri C ANCE MAh1 A TRAFF~ 9CRdAL, STOP Staff ~ OTHER LEGAL REWIREMENT, AN UNUSUAL APPR1 KIERNATE 4A MAr ~ WTeSnTUtED. A1K RARALLEL TO THE IN C11NG ROADWAY. M OS 4N 7fE 40W'S t MS PaR1KAi OF' RA4~ T. AN UNUSUAL APPROAp4 SEW MAY REQUIRE THE PLACEMENT THE StCP LINE TO BE BOTTOM SECTION 2} ENURE VALVE BOX ASSEMBLY & COVER SHALL BE
MANIF USt ANP nd a MlJST rALL wnw LK SIAEWALK. ~ , MAPAIFAC CP AND NSTAWtteXa ~ ~ ExP Alt 16. TERMINATE PARKING A 41MMUM 20 FEET BACK OF PEDESTPoAN CROSSWALK.' S~t~S raLOAED• tSEE IasE t3} " Sta or 1T, ALT, PAVEMENT MARKINGS IN AG ANA WTH THE LATEST EanCN 6~"v,} I CAST FROM CLASS 35 GRAY IRON.
P A FAY P WAL RAMPORADE...L.ANY TH THE LATEST Ea11ad OF THE MANUAL UNIF TRAFFIC CCN OENCES (MUTCD) Ij~"~ 3} ASSEMBLY SHALL BE DOMESTICALLY MADE AND W AND THE NTH CdHg1NA SUPREMENT TO THE MUTCD. MANUFACTURED IN THE U.S.A,
[1DAN9CPf ~rt t PU~t9fED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH Cdr RAC aAt RAMPS PRA D MbEELCHAlR RAMP aA AL RAMP RADII...,.,MAXAIU4 25° MARKED AU(S SH NOT FRONDED AT 18. FROM DEtECTA~E WARNING E PpRTtam ALL THE WAY i0 BACK EDP 0 AtmT (TYV,) 2S° RkDn ANY RApE I~tE 19. ~fEELCHAiR RAMPS 4d0UlD CONSTRUCTED ACC~aNG TO TOC & N WAY id BACK EDP ~ SWALK NEED5 TO BE SACK, WANG TO TOC & N T STANDARDS AFTER 1HE l TIONS DF THE PRDP STOP 8AR AND/~ UARE UPPER SECTION 4j ASSEMBLY OTHER THAN COYER SHALL BE PAINTED
(6O' wAy~ 1T.Ctw M) (AO• E4ttlIW WDn+) & t2 t r7 (DIACdiAL RAMP IS HOT FERMI E Had-STS CdlTROLLED APPRQACHES UNLESS OndERYASE (rmt PE~t rexe ~ D FUTURE 58WALK r NEW CadSTRtKtj RENEWED & OVED BY THE ENdNEERING APARTMENT, SYRIAN WALKS NAVE BEEN STAKED WT. 8 2Q L R-STYLE 6c UA CROSSWALK STRIPING ARE NOT PERMISSaBLE. RE NOT PERMISSIBLE. ® BLACK,
~W txwstll~lj DETAII.ND. STAND VALVE BOX DETAILND,
DETAILNo. DETAILNo. ;D ELC R 03000.14 (FOR RECLAIMED WATER) a65oa.OS ~
ST ELG R 03000.14 ST EELC R P 03000w14 ST ARD ELGFL t 1 a 3 E :1111Di09 T L a 3 EFFECf1YE: !2/10109 EFFE :12t1(Ilp3 snEEr 3 a 3 E YE; l?11Q/09 s~Er z a z
~ STANDARD RECLAIMED UNPAVED AREAS AREAS} ! U
RECLAIMED WATER METER, RE THREADS, FRONDED BY THE TOMM ~ GARY TOmMm MAINTENANCE ENDS 12" BEHIND z MAIN SIZE END PIPE SIZE VALVE BOX COVER C~dCRETE ENCASEMENT 'ENCASEMENT ® ® s P,S.t. OC p
METER 80X COVER SHALL 8E DYED PxNTONE 522 PURPLE METER BOX i AT P,S.i. 4" - 8' 2" BLOW-OFF STANDARD VALVE BQX INSTALLATION Z TYPICAL FINISHED GRADE
ROADWAY , w Ex15TiNC BADE T2' W ATER AS AFPROi~p BY ENp NG DEPT, COVER LABELED RECLAIMED WATER TYPICAL FINISHED BADE ® 3 ~ T 2t• /\\/\\/\f ''-90 WALK - \/~\l~~~ /f\\/\/~f' (SEE DETAR. O6) STANDARD MANHOLE RING AND COVER IN PAVED AREAS N "~v Z IP IN UNPAVED AREAS I
j\ \ \/\/f\f\\j/\\j/\\j/\\j/\\/`' L~ItA~E ANNE 3° 6•TO 8• CON~ETE DRINKS®SEEEDETIUL®~5~®~ NOT g y!iy/Niv!rw.~vr„/. ~f~~ eAU. vALVE (2j a~~! ( > ~ - - - -
~s Nur, PAVE~eNT IiI=1~i~~-~111~I1 ANGLE BALI VALVE \ .REVERSE fll~l~ilhill-ll}= f I I~ I ~iT_I=III-I I}_~r III ~
! 20•- ~•-~.?I STduNIESS STE0. HOSE CLAMPS ~E~S •g - 2'-D•~ I
SiDE VIEW COPPERSETTER F~ 1' METER fj\~/,\~~! 24° MINMUM TAMPED Bd~Flll°- ALL E AREAS Mm9DE ndE 4ETER BOX /j~/~~ BASE COURSE .a ~ ~
SHALL BE PAINTED PANTONE 522 PUCE \\j\\j "r ~ 20• /\/i\~.~ ME~iANIcAI ,KXNT T D ~ ~ (PAYED AREAS} ! e I
IFS, CaMPRE540N CONNECIIQMS (2) TS' `\`\!\\f~ ~ , ~ 4°-O" MIN. tB• STANDARD CAP (RESTRAINED) ° ~ T' TYPE Pd,YETHYLENE PE TUBING (PURPLE), / f/ 1' PE IU~NG (PAVED AREAS} g C 12" THICKNESS I-2> • . . 4 H OR HB BITUMINOUS ~
CAUTION (TTF,} 6z5. WITH NO ANTS OR EVCS \j\\~~ CAPPED G-9~ ~t C-90S PVC ° T::F:... 2" GATE VALVE i THI K I- a / / / 2 THREADED INLET 2 C NESS 2, ` CONCRETE MAY BE USED o, TAMPED a
RECLAIMED INSTALLED METH TRACER WIRE, P~ : /OUTLET t' THICK H QR HB BITUMINOUS v.' 4 ~ TAMPED cwt ~xa~~eo wzrte oo xor wx+x WATER ~ :..,..r . NON-SHRINK GRWT I _ ~ MA ca amtr~z~ CONCRETE MAY BE USED ~ BACKFLI 3' MMN. DEPTH BACKFILI (UNP.BVED AREAS} a Rte' ` ~ I
DD NOT DRINK _I I I®I1 ~I I, CONCRETE BLOCKS 2° SDR 29 P~ Y X ° CONCRETE ENCASEMENT w~~ ~ AT 3000 P,S,1. a 0 "a Y
I I~IC ALVE BO 45° TO n , , _ 1~ - (SEE INSET} 60° a ~ e III - I =,Iu~~'Ie TRAN~nON G WTH ALL CONNECnONS y`;: ® - _ I I ~ I I® SHALL BE C 4
~I~II~ I~III_II~II III f• - THREADED METAL WSERT sTUNIESS StEEL PENTA i~I III IIf°III~I~II _II ~II.II~-II~IIi~II I~II1~If~II=1 III-1I~ ptr 8 7 B
HEAD LOCK Ba,I I i ~I i ICI I ~ I I°I I ~ I1= ' (<-11~ ~ III-1I I~ I I ~ I ~ ~R , BAR At, ~ ~ AT A T 1 " W TRANSITON COUPLING W ~ TRACER MARE LOOP a-~ ~ -tau I I~ Ih i t~fJ I ~I I i~ I h gRNCE UNE (~IORED LE S B 8EL0 2• BRASS NIPPLE / THREADED METAL 6d~RT NOTE TO CONTRACTOR: :ER WIRE LOOP
ID TOP VIEW MABm ITARY R YALN: BOX SHOULD NOT L UNaSTU 0 BLOCKING CONTACT MAIN OR VALVE. --GATE VALVE 12° /57 2" BRASS NIPPLE • VALVE BOX COYER, ~ ~ ° PANTGNE 522 PURPLE, a. I a. j„j..
STANDARD HEAVY G Anal sT~ IFS INECn~I WASHED sTadE INSET
DUTY METER OOX PVC ~RNCE CamTRWLED DIAMETER CAUTION RE ED WATER CAUnad RECLAIMED WATCP z PIPE DO NOT SINK DO NOT DRINK RECLAIMED WATER P A 8 NOT DRINK ° I ~ `
a 1j WATER METER MALL NOT ~ LOCATED IN AREAS SUBJECT Tp YDiIp1LAR TRAFFIC, i FDR MAINS THAT ARE TO ~ EXTENDED, USE A VALVE EQUAL TO PVG MAIN - ~ , I
2} ALI METER BOxES ~ AS MANUFACTURED BY CDR MATH HEAVY DUTY RATED SET BOx ON CEIE }THE MAIN NZE AS THE BLOW-~F VALVE AHp THEN REpuE~ TO ' * C-900 G-905 BLOCKiN ` , PANTONE 522 PURPLE TAMPED t. ~VLY MI LOCKING PQYMER CEMENT COYER AS APPROVED BY THE TOrM. OF 4"xB"X16• SOLID THE 2' 2f PVG PIPE. a, I~I~Illalll II-IIi' I®I BACKFILL 2, YALYE MPED ~ t. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED, '
3} ALL SERNQE LINES, VALVES AND FlT11NG5 SNAIL COMPLY TRTH AWWA TE s aII~~~IL II ~CKFILL 2. YALYE OPERAANG NUT MUST BE EXTENDED SO THAT THE DEPTH IS NO 1
4} METER dt SEtTER SHALL ~ INSTALLED AND ANCHORED IN CENTER OF BOX, 2} SDR 2T PVC PIPE SHAH BE FRONDED WITH 2D0 pMi PRESSURE UNDISTURBED GREATS S) THE IN ~ tHE BOX SHALL STENCILED WM THE RATING AND NECTED WTH BEU./SPIGOT 5WVKNT WELD JONTS. EARTH APPRO' BEd GREATER THAN 8' {tt°j FROM THE SURFACE US1NG A MANUFACTURER APPROVED EXTENSION KIT, L ~ ~ ~
CAUTION KlCLAIYEO WATlN • DO NOT DMDNK, 3. PRECAS' 6) ALL REIOCATIamS OF ExISTnmG ~ PER1aTTED REaAIMED WATER INFRASTRUCTURE 3) 2t PfPE $+fALL BE FRONDED IN PANTONE 522 PURPLE AND SECTION VIEW 4. TRACER 3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAYED AREAS, 4. TRACER WIRE L LENGTH SHALL EXTEND 1° (Ft.} ABOVE BOX. COdL
BmCLUaNG SERNCE PIPING AND METER BOXES SNAIL ~ PERYTIED ANp MSPECTED BOX LABELED 'CAU710N LATHED WATER NOT DRINK'. IN CDNF ANCE KITH T PDUCTES AND PRDCEDGRES BLQGXS BY ONE INCH aR ANCHOR ; 6 INSIDE INSIDE BOX duST BELOW C01~R,
DETA1LNo, DETAILNo. DETAiLNo.
T I" RECLAIMED WATER SERVICE & METER BOX INSTALLATION ST RECLAI D WATER 2" SLOW-OFF ASSE LY 06500,04 CLAIMED MATER VALVE B( S 06500.02 °ER VALVE BOX INSTALLATION a65oo.os f
EFFECTiYE;1~101D4 SHEET I aF 3 E ; Iyla09 ET T DF 4 EFFEGTIVE;1~14109 U 9iIRET i DF 9 1 STRIPING ~
~ ~ FINISHED GRADE
a ; ° ~ _ ENCASEMENT PER TOC SPECS.
_ VALVE BOX COVER, 0 a a
U t-•`^'"• PANTONE 522 PURPLE. ~ R/W R/W i ~ STANDARD RECLAIMED VALVE BOX CASs Q 50° RIGHT OF WAY CD I 0 ~
ll~~ ~'71~ ~ ~i~ T~ INTO SURFACE MATERIAL. SEE COVER ' ° ~a ~J lil~~T y ~~v ` ~ DETAIL (THIS SHEET}. ~ ~ ~ " 2T ROADWAY RfW a . 97 ~ ~ ~
~ y t !lii~ , ,~r"11 ~ yy ~ ~ y~ ~ ! CONCRETE ° ^ . ~ 57' RIGHT OF WAY RIGHT OF WAY R/W I ~ ~ ~ O
m ? ~ ENCASEMENT I.5' 5' 5' 9 T.5" 4' T
° ~ " (TYP, (TYP,) (T`rP.} 2.5' 11' 11' 2.5' ROADSIDE ° WAVER } S L ~cwux urun sra~ (eaFF'~~ 5C, ~ ~ m ~ v
VALVE OPERATOR EXTENSION SHALL 8E INSTALLED a ~t .o~FS i2' 33' ROADWAY ROADWAY 6` i" .yP~\Q~P~, ~ 3 Y UI Vi ~ Ul
IN ALL CASES WHERE THE VALVE OPERATOR IS 4.02 0.02 ~iy~y GREATER THAN 8-FT DEPTH FROM THE SURFACE. A J . y`~ I Q~~ ~ U g
a' n 4 • . .,.,.m,.. 2.5' T4' 94° 2.5` j~4 1~0
r SEE DETAIL 03000.02 O--02c. 0 D
MECHANICAL JOINT GATE CO R DETAIL FOR CURB & GUTTER g PYC C-9Op OR G-905 VALVE, RESTRAINED, yP 4 P'!' WATER MAIN TOP VIEW (TYPICAL} ~ati~~tA (2,~Fa,FS I m
PAVEMENT DESIGN , `L ~ 57°I ROW ~~y i v
50 RIGHT OF WAY ~ cAttt>p,l 3" S-9 5 B 27' ROADWAY SECTION PAVEMENT DESIGN SEE DETAIL , I ~ a3ooo.oz (TYP.} 33 R-B
WATpt ~`~C~ 8' AB.C. 3' S-9.5 B T2° WASHED STONE REDOING PAVEMENT DESGN SHALL BE SECTION VIEW 8" A.B.C.
a ~ PIP Y w C,EU UNDER E rt< VALVE ASSEMBL 0®MPLETEO PRIOR TO PLACEMENT ~ RED, OF STONE BASE FOR All PAVEMENT DESIGN SHALL BE
~ NOT w4EER ROADWAYS IF TRIASSC MATERIALS COMPLETED PRIOR TO PLACEMENT ~ ~
~ l ARE ENCOUNTERED. ROADWAYS BF TRIASSIC MATERIALS __I. ARE ENCOUNTERED.
r o T" .N MED T FIC CALMING DEVICE ~
i r0, 1. NORMAL CROWN OF 0.02° PER FOOT UNLESS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING. N
z 2. PAVEMENT DESIGN SHALL BE AS SHOWN OR AS CALCULATED ACCORDING TO SPECIFlCAnONS, WHICHEVER IS GREATER T. NORMAL CROWN OF 0.02' PER FOOT UNLESS OTHERWISE DIRECTED BY DIRECTG 1IRECTED BY DIRECTOR OF ENGINEERING. omoos~@OAQp~o®~ (Y
z tp• YAKS > L 3. GUTTER DESIGN MAY BE MODIFIED PATH DIRECTOR OF ENGINEERING APPROVAL. DESIGN MUST ADEQUATELY ADDRESS 2. PAVEMENT DESIGN SHALL 8E A5 SHOWN OR AS CALCULATED ACCORDING TO S fED ACCORDING TO 5PECIFICATIONS, WHICHEVER IS GREATER. ~A~Q~ ®~o n
_ ~ ON-STREET PARKING, DRAINAGE, AND SM041Ti TRANSITION OF DRIVEWAYS, I
C ~ EN1
nFTAII Nn DETAdNa. NO A~ P"O CONSTRUCTION Cary Proaect NumbeF 10-SB®003 q
TYPICAL SECTION a 030856 o Gary H It ~vumaer 11 us®u
RECLAIMED WATER GATE VALVE ASSEMBLY STANDARD OR LOCAL STREET 43000.01 ROOI TYPICAL SEC' 06540.07 SHEET 6 OF 7 11 o EFFECTIVE: 11110!69 SHUT I'll,' EFFE :12110169 00 o Approved by the Town of Cary
0 0 Development Review Committee
0
0 0 i 0 ®®P6pf°@00°04°®°°® Plonner Dote
;r 0