20090992 Ver 1_More Info Received_20100210

ENGINEERING DEPARTMENT
February 10, 2010
NC DENR-DWQ
Wetlands and Stormwater Branch
Att.i: Cyndi Karoly
401 Oversight/Express Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
FEB 1, 0 20,0
DE"+R ?YATEn QUALITY
UOLANDSMD ST0R-'WWATER 8MNCH
Subject Property: Agassi Court Drainage Rehabilitation Project, Cary
DWQ Project # 2009-0992
Long Branch [030402, 27-43-2.8, WSIII, NSW]
Dear Ms. Karoly,
I was asked to provide additional information for my buffer authorization request for the Agassi
Court Drainage Project. Below (or attached as specified) are my responses (in bold) to this
request. Please let me know if you need additional information or clarification to these responses.
On the site plan, please provide:
a. One-foot topographic contour lines
b. The boundaries of the riparian buffer and the pond.
c. The entire storm pipe drainage system with a clear distinction between existing
and new pipes.
d. A scaled depiction of the dissipater pad you propose to use at each outlet.
See attached plan sheets provided
2. The plans should be sealed by an appropriate design professional.
Plans are now sealed.
TOWN Of CARY
316 North Academy Street -Cary, NC 27513-PO Box 8005-Cary, NC 27512-8005
tel [phone] • fax [phone] www.townofcary.org
3. Please explain how peak flow control will be provided for the undeveloped portion of the
drainage area in order to protect the Wimbledon subdivision from future flooding
problems after these improvements are made.
The watershed is substantially built out. The last buildable lot is currently under
development (Waltonwood Retirement Community which faces Cary Parkway) and the
majority of that lot is built out. There is only 2.0 acres left of the 17.5 acre lot that has
buildable area left on that lot within the watershed of the cul-de-sac. In addition to the
fact that the majority of the watershed is built out, the Town of Cary recently
implemented a peak flow control Ordinance which limits post-development peak
discharge to under 10% of pre-development discharges for the 2, 5, and 10-year events.
In addition to those items requested, I have attached a cd which contains a pdf file of the
plans. This particular pdf file is layered which means you can turn on and off different layers
of the drawing just like in AutoCAD. Below is a list of specific layers which may help clarify
which pipes are new and which are existing.
Layer Description
C-SSWR-Pipe This is the new proposed storm drainage pipe.
e-storm this is the existing storm drainage pipe to remain in place and functioning.
P-Storm This is the section of existing storm drain pipe to be encased and
abandoned.
I have also attached revised watershed layouts which show the section of the drainage which
has been directed away from the cul-de-sac (Waltonwood). All calculations were conducted
based on the post-diversion drainage.
Thank you for your time in reviewing this submittal and I hope this clarifies any questions
you may have. Please do not hesitate to call me directly a [phone] if you have any
questions.
Sincerely
J; (
Dan Clinton, PE
Town of Cary Stormwater Engineering
TOWN Of GARY
316 North Academy Street Cary, NC 27513-PO Box 8005-Cary, NC 27512-8005
tel [phone] • fax [phone] www.townofcary.org
VICINITY MAP TOWN O F CARY INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 COVER SHEET
ENGINEERING DEPARTI C O i 2 NOTES
3 PLAN 8c PROFILE (STORM)
~T NT~ 4 PLAN 8c PROFILE (WATER)
~N LL O~ 5 ROAD OVERLAY
6-7 DETAILS
Y a~
AGASS I COURT
STORM D RA1 NAG E
IMPROVEMENT PROJECT :T
TO SCA PROJECT NO. GG1068 TOTAL SHEETS 7
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/ PROPOSED
WATERLINE PROPOSED
REPLACEMENT 24" RCP LINE
PROPOSED PROJECT
(21'18^ RCP LINE ~ Q ENDING PT.
PROJECT 1-v1-1 ,`~`1`
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STORM WATER
PROPOSED CATCH BASIN ~ STORMWATER PERMANENT UTILITY 8~ DRAINAGE /
'7~' '7~' PERMANENT EASEMENT
UTILITY 8 DRAINAGE
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REVISIONS PLAN SCALE: AS NOTED PREPARED IN THE OFFICE OF THE ENGINEER ooo°°~N°c°ARo°°°°°° TOWN OF CARP o ooo ~ 0000000000000 °
DATE DESCRIPTION DESIGNED BY: D. CLINTON TOWN OF CARY z°o°oFESS~Oti°°~~° o DIRECTOR OF ENGINEERING
DRAWN BY: C. LITTLE ENGINEERING DEPARTMENT ° o~ SEAL o 0 0 0 019435 o Z o
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DATE: 02/02/2010 316 N. ACADEMY STREET 0 2 'FNG ~ NE~~oo ' i~. ~oooooo~~° oo°
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FILENAME: AGASSI COURT CARY, NORTH CAROLINA 27513 SIGNATURE DATE SEAL SIGNATURE DATE SEAL

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LEGEND ¦ GENERAL NOTES
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1) EXISTING UTILIT'Y' LOCATIONS SHOWN ON THE PLANS W
PROPOSED WATER LINE W ARE aPPROxrn~TE. SHOULD ADJUSTMENTS OF ~ M O~a~~
PROPOSED IMPROVEMENTS BE NECESSARY TO AVOID
EXISTING WATER LINE W EXISTING UTILITIES, THE CONTRACTOR SHALL a~~~
COORDINATE SUCH ADJUSTMENTS WITH THE vW ~ N
EXISTING TELEPHONE T T ENGINEER BEFORE PROCEEDING WITH THE WORK. li D ~ O W v
EXISTING UNDERGROUND FIBEROPTIC LINES 2) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH O 0 Z
THE LATEST REVISION OF THE TOWN OF CARS"S ZZ v
EXISTING SANITARY SEWER LINE "ST~ND~RD SPECIFICATIONS AND DEVILS" AND THE
NORTH C1IROLINII DEPARTMENT OF -ao~c
EXISTING SANITARY SEWER FORCE MAIN TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR OWz~
ROADS AND STRUCTURES", UNLESS OTHERWISE H W cfl
EXISTING OVERHEAD WIRE OHV1~ OHV1~ STATED B~' THE CONTRACT DOCUMENTS.
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EXISTING RIGFIT-OF-WAY 3) THE CONTRACTOR SHALL BE COMPLETELY AND
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EXISTING DITCH LINE > ~ > SOLED' RESPONSIBLE FOR ANA' ENCROACHMENT Z
ONTO PRIVATE PROPERT'Y'. THE TOWN OF CARS' W
EXISTING PROPERTY LINE SHALL NOT BE RESPONSIBLE FOR AGREEMENTS BETWEEN THE CONTRACTOR AND PRIVATE
EXISTING EASEMENT LINE PROPERTY OWNERS.
PROPOSED TREE PROTECTION FENCING 4) SHOULD THE CONTRACTOR DAMAGE ANY EXISTING
TOWN OF CARS' UTILITIES, INCLUDING WATER, SEWER
PROPOSED SILT FENCING SF AND STORM DRAINAGE INFRASTRUCTURE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY' THE
EXISTING IRON PIPE OO EIP ENGINEERING INSPECTOR AND THE TOWN OF CARY
PUBLIC WORKS DEPARTMENT.
EXISTING SEWER MANHOLE OS
EXISTING WATER METER O WM 5) SHOULD THE CONTRACTOR DAMAGE ANY EXISTING ' UTILITIES OWNED BY OUTSIDE UTILIT'Y' PROVIDERS,
PROPOSED WATER METER WM THE CONTRACTOR SHALL INIMEDIATEL~' CONTACT H
M WV THE UTILITY OWNER AND SCHEDULE REPAIRS. THE Z
EXISTING WATER VALVE W TOWN OF CARS' SHALL NOT BE RESPONSIBLE FOR W
PROPOSED WATER VALVE N WV UTILITY DAMAGE CAUSED B~' THE CONTRACTOR. B~ABK W
PROPOSED TEE I-`-I 6) THE CONTRACTOR SHALL NOT BE ALLOWED TO H~
' BLOCK STREETS WITH UNATTENDED VEHICLES OR OC ~
PROPOSED REDUCER STOCKPILED D~TERIALS. THE CONTRACTOR SHALL
EXISTING FIRE HYDRANT ~ FH BE RESPONSIBLE FOR MOVING UNDERUTILIZED OR ,S, ~ UNUSED EQUIPMENT AWAY' FROM THE SITE. Oo
VW W
PROPOSED FIRE HYDRANT ~ FH UNATTENDED VEHICLES SH11LL NOT BE P1IRKED IN THE CONSTRUCTION ZONE OR WITHIN RESIDENTIAL ~ H
Y STREET RIGHTS-OF-WAS'. O
EXISTING CLEANOUT O CO Z
EXISTING TELEPHONE PEDESTAL ? T.P.D. a W
PROJECT ADMINISTRATION
EXISTING U/G FIBEROPTICS AND MARKERS - ? UGFOCM a
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EXISTING CABLE PEDESTAL O CATV 1) THE CONTRACTOR SHALL PROVIDE AT LEAST ONE FULIrTIME, ON-SITE SUPERINTENDENT FOR THIS
EXISTING CATCH BASIN ~ Cg PROJECT. THE PROJECT SUPERINTENDENT SHALL BE
APPROVED BY THE TOWN BASED ON REFERENCES O
EXISTING MAIL BOX Q MB AND PRIOR PROJECTS WITH THE TOWN. THE PROJECT H
SUPERINTENDENT SHALL BE ON-SITE FOR ALL
EXISTING LANDSCAPE LIGHT ~ LL CONSTRUCTION-RELATED ACTIVITIES FROM
EXISTING LIGHT POLE ~ Lp CLEARING TO SITE RESTORATION. THE PROJECT
SUPERINTENDENT SHALL NOT BE REPLACED EXCEPT
EXISTING POWER POLE pp BY WRITTEN APPROVAL FROM THE OWNER.
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PROPOSED AIR RELEASE VALVE W/ MANHOLE ~ AIR PROJECT SPECIFIC NOTES
v o°~~o~~~°N~G SSR'OC~'~{~~~o ° ~ G~O~ ` loY O O
EXISTING GAS LINE ~ GAS 1) THE TOTAL DISTURBED AREA FOR THIS PROJECT IS ° °Q SEAL o ° 0 0
4895.67 SF OR 0.11 ACRES. d o 0 019435 o z b
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EXISTING WELL ~ WELL 2) THERE IS NO STATE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN FOR THIS PROJECT. THE 0 00000 ~ o oooooF~ R c ~~000000
EXISTING CAPPED END ~ CONTRACTOR SHALL BE RESPONSIBLE FOR °°°~oaoooooooo°°°
IMPLEMENTING EROSION CONTROL MEASURES IN
PROPOSED BLOW OFF ASS BOFF COMPLIANCE WITH THE CONTRACT DOCUMENTS. SIGNATURE
3) PERMITS HAVE BEEN OBTAINED FROM THE DIVISION REVISIONS
EXISTING TREES ~ O ~ TREES OF WATER QUALITY FOR NEUSE RIPARIAN BUFFER
EXISTING SHURBS/BRUSH SHRUB/BRUSH IMPACT.
TRENCHING
PROPOSED CHECK DAM ~ 1) THE CONTRACTOR SHALL PROVIDE FLOWIIBLE FILL
BETWEEN STORMWATER PIPES CROSSINGS AND
EXISTING IRRIGATION O ICV PROPOSED WATER I~~IN. THE VOLUME OF THE
FLOWABLE FILL SHALL CONFORM TO THE PROJ.# GG1068
DIMENSIONS OF THE TRENCH 11ND SHOULD COVER 11 DESIGN BY: DC
MINIMUM OF 6 INCHES OVER THE STORM PIPE. DRAWN BY: CNL
(SEE DETAIL 05000.01 ) DATE: 02 02 10
SCALE H OR: -
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RALEIGH, N 27622-1807 l~ RALEIGH, NC 27619-9669 PIN# 07 211671350 ~ PINS 076207674639 GH, NC 27619-9669 J# 076207674639
LOCATION: 107 AGASSI CT. j ZION: 107 AGASSI CT. ~ W
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SIGNATURE
REVISIONS
3 8 8 EXISTING SEWER M IN
EXISTING WA MAIN
TO BE RELOC
PROJ.# GG1068
384 DESIGN BY: DC
DRAWN BY: CNL
9 00 9+25 9+50 9+75 10 0 10+25 10+50 10+75 11 0 11+25 11+50 11+75 12 O 50 12+75 13- 13 g0 13+25 13+50 13+75 14 00 14+25 14+50 14+75 DATE: 02 02 10
m~ I~ ~ PROFILE I~ o SCALE H OR: 20
~ ~ ~ ~ ~ SCALE: 1"=20' HORIZ. ~ ~ SCALE VER: 2 ~
~ ~ ~ 1 =2 VERT.
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10+00 11 +00 12+00 13- 13+00 14+00 3 OF 6

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106 AGASSI CT. CARY, NC 27511-6692 W
PIN# 076207672776 `
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C RY, NC 27511-6692 PINS 076207673513
NOW OR FORMERLY NOW OR FO ERLY DAN C. AUSi1N & ~W OR FORMERLY AN C. AUSTIN &
WIMBLEDON HOMED ERS ASSOC. INC. ASSOCIATES INC. PO BO 31807 IGHO NOCX276199 9669 4SSOCIATES INC. PO BOX 19669 .sue
RALEIGH, N 27622-1807 RALE , PIN# 07 211671350 PINS 076207674639 GH, NC 27619-9669 ' J# 076207674639
LOCATION: 107 AGASSI CT. ZION: 107 AGASSI CT.
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SIGNATURE
388 388 REVISIONS
APPRO LOCATION EXISTING WA MAIN MAIN
TO BE ELOCATED. CONTR TOR TO VERIFY LOCATION
AND DE 1HS. PROPOSED WA R MAIN
384 384 PROJ.# GG1068
DESIGN BY: DC
-1+00 -0 75 -0 50 -0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 00 z+25 z+5o z+~5 3+0o DRAWN BY: CNL
DATE: 02 02 10
PROFILE SCALE H OR: 20
SCALE: 1"=20' HORIZ. SCALE VER: 2
1 "=2' VERT.
SHEET N0.
4 OF 6

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-e- THE CONTRACTOR SHALL REPAIR CONCRETE M ZZ v
NOW RMERLY DRIVEWAY APRON, CURB ~ AW, JEFFERIES P., dt GUTTER. PER TOC i ~ _ ~
112 AGASSI CT, SPECIFlCAl10N AND ~ ~ a oc ~ ~ oc .
CARY, NC 27511-6692 DETAIL 05000.01 PIN# 076207672652
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TOTAL = 18 SY H W cfl
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1~ 1 -a- ~ -a- - -a-
CONTRACTOR SHALL -a- Z
~ REPLACE STANDARD GUTTER W
WITH 3000 PSI CONCRETE ACCORDING TO THE
SPEgFlCAl10NS AND
DETAIL 03000.02. i sO
TOTAL LF = 28 ~ ~ ~Il ~To
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- ~ ~ ~ .e- RE ~ ~ ~ ~ REPLACE STANDARD GUTTER WITH 3000 PSI CONCRETE
ACCORDING TO THE
~ . 'e SPECIFlCATIONS AND DETAIL 03000.02
3g' ~ PROPOSED. 6 ~ N~CUT 6
OPE 39 97 ROAD~IAY ~ 3 ~ W TOTAL LF = 38 egg ~ W
~ i THE CONTRACTOR 150.0 ~SY. . O oc >
" SHALL MAINTAIN ~ ~ .
TRAFFlC FLOW AT ; . . VW ~
ALL 11MES ~ D
R FORMERLY
DAN C. AUSTIN & ~ ~ O
~ ~ L. . ASSOCIATES INC. PO BOX 19669 ~ W
M ~ ~ ~ ~ ~ .•~~j. RALEIGH, NC 27619-9669
PIN# 076207674639 LOCATION: 107 AGASSI CT. ~ Q
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CONTRACTOR SHALL
OVERLAY ROADWAY \ ~ ~ ~t. PER SECTION 21000 OF 00000000000000°°0
THE SPECIFICATIONS. ~ .
NOW OR FORMERLY (SHOWN AS SHADED HARBOUR, MALLARY W. & PATSY ROADWAY SECTION) o°~~o~~~°N~G SSR'OC~'~{~~~o ° ~ G~O~ ` loY O O
114 AGASSI CT. ° °Q SEAL o ° 0 0
CARP, NC 27511-6692 OPEN CUT ROADWAY PIN# 076207673513 TOTAL SY = 672 AND REPAIR PER d o 0 019435 o z b
NCDOT SPEgFlCAl10NS .a o o g o
`t 0 2~'~tiG~NEF'~~' ~ooo 0 00000 ~ o °°°°°F~ R C ~~000000
TOTAL SY = 156.0 a~ °0p0oooo0ooooop0o
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SIGNATURE
REVISIONS
PROJ.# GG1068
DESIGN BY: DC
DRAWN BY: CNL
DATE: 02 02 10
SCALE H OR: 20
SCALE VER: 2
PLAN
SCALE 1"=10~ SHEET N0.
4 OF 6

NOTES TO CONTRACTOR: PAVEMENT SHALL BE SAWN TO PROVIDE 8'-0" MAXIMUM
A CLEAN EDGE. SCORED JOINT WITH VARIABLE AS DIRECTED BY THE ENGINEER
-RESIDENTIAL DRIVEWAYS TO BE 12 FEET TO 18 FEET IN WIDTH. BITUMINOUS JOINT SEALANT. (TYPICAL) SAWED PAVEMENT CUTS. CONCRETE PATCH REPLACE WITH 2" SURFACE :E W
DRIVEWAY BY -COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A MAXIMUM OF 36 FEET WIDE. 3000 P.S.I. PATCH SHALL BE 7", 3000 P.S.I. COURSE. (TYPICAL)
OTHERS 12 CONCRETE OR 7" BINDER COURSE -ALL CONCRETE SHALL BE 3000 P.S.I. 7 MIN. TYP.
SIDEWALK EXISTING PAVEMENT EXISTING PAVEMENT ° ; MINIMUM 10 GAUGE SILT FENCE FABRIC
*-ELEVATION "B" MINUS ELEVATION "A" EQUALS 1 INCH. ~ s . p ° ; a` ` a 6" MIN. - a ° LINE WIRES INSTALLED TO SECOND MINIMUM 12Y2 GAUGE ~ W WIRE FROM TOP
=I 11=111 11= 3" MIN. a° I l I I l-I 1 1 1 1 1 1 1 1-1 1-I 11=111- 11=11 ~ I_° a<~ 11="' I i i=1 1 1 1 1 1 1 1=111=1 i' INTERMEDIATE WIRES ~ ~ W
1 2" EXPANSION `~It, ~i i ~CII~ii~iirllCi~ ~iirii i~' ~ - I~~~ ~ -il~ll~~" / DRIVEWAY BY OTHERS WITH i~l- I 8" STONE DO NOT DISTURB 12 I 12" > JOINTS ~ M
CONCRETE DRIVEWAY MAXIMUM RECOMMENDED GRADES -II - Ik= EXISTING STONE o ~ 4 MINIMUM II Ili. II ~ DO NOT DISTURB a ~ ~ ZB GRADE
B APRON WITH 6" MINIMUM COVER =11 >Ik=1 ~I':` II EXISTING STONE THICKNESS 5~-0" Il 111= IIl 1= z
1/2" EXPANSION k20 -II = SHALL BE GRANULAR MATERIAL OR PLOWABLE k=1 Ilk ~ JOINTS III ~ III- FILL TO PREVENT SETTLEMENT III ~ ~ I-I vW ~ N
12'-0" MINIMUM =11 Ik=1 k=1 ` :IIL ~ 0 5'-5" ,~6% III III= (UNSUITABLE MATERIAL SHALL BE REPLACED) 1=1
42" I EXISTING k = Ik=1 k=1 RADIUS PAVEMENT 10.6% Il 111= IIl > ~ 1=1 FRONT VIEW ~ ~ W ¦
I PIPE Ik=1 Ik=1'.=. PIPE ; IIL Il 111= =III: l=1 CONCRETE A~ -4q ~ =11 _ _ Ik=1 k=1 _ _ - _ IIF 0 ~
DRIVEWAY ~Sy I1-I I1-I I1-I I1-I I1 I I =1 I1 I I1-I I1-I I1-I I1-I 1=1 °
APRON - 5'-0" PIPE DIA. PIPE DIA. a Z STEEL POST Z Z
COMPACTED 5'-0' 20q + 18" + 18" BACKFILL WOVEN WIRE FABRIC ~ ~ Q
CONCRETE SIDEWALK CONCRETE PAVEMENT ASPHALT PAVEMENT NOTE: NOTE:
EXISTING CURB AND EXPANSION W/ 6" MINIMUM THICKNESS USE SII GUTTER (TYP.) JOINT (TYP.) NOTES: DOES ~ USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC ¦
AREAS DOES NOT EXCEED 1/4 ACRE AND NEVER IN _ O W Z AREAS OF CONCENTRATED FLOW. o 0
PLAN VIEW TYPICAL SECTION 1. ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE DATE THE CUT IS MADE. ~ FILL SLOPE ~ W
IF CONDITIONS DO NOT PERMIT A PERMANENT REPAIR WITHIN THE GIVEN TIME LIMIT, PERMISSION TO MAKE A TEMPORARY REPAIR MUST BE OBTAINED FROM THE TOWN ENGINEER. N z * FOR REPAIR OF SILT FENCE FAILURES, ~
~ USE No. 57 WASHED STONE FOR ANCHOR ~ M .may
NOTES: 2. CONCRETE TRENCH CAP ON ASPHALT STREETS SHALL BE USED ONLY DURING INCLEMENT WEATHER WHEN ASPHALT M ,.;~~=:~•z; WHEN SILT FENCE IS PROTECTING :4.rY~...4~~:~• GRADE CATCH BASIN.
PLANTS ARE NOT OPERATING. 1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK. 6" MINIMUM COVER
3. IN ALL OPEN TRENCHES, BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL BE OVER SKIRT
2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION OF THE RESPONSIBLE FOR VERIFYING COMPACTION REQUIREMENTS BY SOILS TESTING CERTIFIED BY A LICENSED PROFESSIONAL PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE. GEOTECHNICAL ENGINEER. ~ ANCHOR SKIRT AS DIRECTED W
N BY ENGINEER
3. SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG STREETS WHICH ARE NOT PLANNED FOR SIDEWALK. 4. BACKFILL WITH A HIGH CLAY CONTENT, HIGH SHRINK-SWBENDPOTENTIAL, OR HIGH MOISTURE CONTENT THAT CANNOT MEET ~ ~ COMPACTION REQUIREMENTS SHALL BE DEEMED UNSUITABLE AND SHALL BE REPLACED WITH SUITABLE BACKFILL MATERIAL. ~
4. THE TOWN IS NOT RESPONSIBLE FOR VEHICLES THAT DRAG DUE TO GRADE OF DRIVEWAY.
s~ THE DRIVEWAY IS PRIVATELY MAINTAINED. s~ 5. ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE. e~ 87 ~ SIDE VIEW
DETAIL No. DETAIL No. DETAIL No. ~ ~I ~
STANDARD DRIVEWAY APRON 03000.13 STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS 05000.01
EFFECTIVE: 07/O1/04 SHEET 1 OF 1 EFFECTIVE: 06/01/03 SHEET 1 OF 1 EFFECTIVI )1 STANDARD TEMPORARY SILT FENCE 04000.01 ~ EFFECTIVE: 07/01/04 sHEET i of i
RW RW 2-6" / / A
50' RIGHT OF WAY JOINT FILLER 2'-0" 6" MAINTAIN 50' MAX. BETWEEN
5' 5' 1/8" RADIUS (TYP.) JOINTS OR AT ALL RIGID OBJECTS. 3" RADIUS 1/2" RADIUS S UNDISTURBED }B
1.5' (TYP.) (TYP.) 27' ROADWAY 11.5' ROADSIDE SOIL I-III-III-I I I CONCRETE (3000 P.S.I.) ~ L=1 ~ " I-~ ~ ~ ~-1 I I ~I-I I I ~~L ~ ~ THRUST COLLAR
(TYP.) sioexux unun smir 1/8" RADIUS 3" RADIUS a . ~ _ 2.5' 11' 11' 2.5' _ ~ ~ a • m CONCRE CONCRETE THRUST TRENCH A
0.02 0.02 ° N COLLAR COLLAR (3000 P.S.L) ~ WALL
x s e.. d .e. 4 x
PAVEMENT DESIGN d C D.I.P. ANCHOR D.I.P. RING ~ MAIN MAIN
2,5 S-9.5 B " 8" A.B.C. 1/2
50' RIGHT OF WAY SEE DETAIL TRENCH ~ TAMPED ~ Z
03000.02 (TYP.) FRONT ELEVATION q ~ SECTION A-A WALL BACKFILL W
27' ROADWAY SECTION TRANSVERSE EXPANSION JOINT SIDE ELEVATION COMBINATION CURB AND GUTTER - - - - - ~-ANCHOR 1-111-III''-11 UNDISTURBED RING
solL W
4'-0" 1/8" RADIUS PLAN VIEW SECTION VIEW ~ a
26 PRIVATE INGRESS/EGRESS EASEMENT 1-3/4" R
0.25/ ! • . J
4' 12' ROADWAY 4' 0,~4 ~ • ' cv 1/8" R 3/4 R
GUTTER GUTTER ,a • • • . ' - G I . • , d e . n
.a •;a p. ° ..a. e.d a SCHEDULE I ~ W ~
PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RINGS REQUIRED O ~ J
• a, .d ' VW - A B C MAIN
SEE DETAIL EXPRESSWAY GUTTER ~ g g 6 6",8",12" 1'-0» 1'-0» 2° ONE ~
03000.02 (TYP.) (FOR USE ON ALLEYS ONLY) ALLEY (ONE WAY) 1'_6., 16' 1'-4" 1'-0" 2° ONE ~ ~ ~ W
~ INCREASE PRIVATE INGRESS EGRESS EASEMENT WIDTH TO 30' a / 20 1'-4» 1'-0» 3° ONE - A /w ~ Q
FOR TWO WAY OPERATION ~ • 24" 1'-4" 1'-0" 3" TWO ~ W
. d , " MEDIAN CURB AND GUTTER INCREASE ROADWAY WIDTH TO 16' FOR TWO WAY OPERATION A.B.C. MINIMUM ~ a t , , a 6 NOTES: SIDE ELEVATION 30" 1'-4" 1'-2" 4" TWO
DEPTH = 3 1/2" r: 36" 1'-4" 1'-4" 4" Two REINFORCING ~ a
NOTES: o~ , ; ' ~ ° e ° o ~ ' , ~ ° 1. CONCRETE SHALL BE 3,000 P.S.I. ° ,°.o 1. ° 0 000 00 ° o 0 00 ~ o0
1. NORMAL CROWN OF D.02' PER FOOT UNLESS OTHERWISE DIRECTED BY TOWN ENGINEER. o , ~o o $o ~ 0 004 : , °d° e ~ 2, CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. °oo0a~,ooo~4ro0.$oda°Gl°oc~a8°G~,°,~~ (A 15 SPACING WILL BE ALLOWED WHEN A MACHINE IS USED,) NOTE:
~ 2. PAVEMENT DESIGN SHALL BE AS SHOWN OR AS CALCULATED ACCORDING TO SPECIFICATIONS, WHICHEVER IS GREATER. ~ 3, FNISH ALL CONCRETE WITH CURING COMPOUND. ~
A.B.C. UNDER STANDARD ~ 6" TO 16" MAINS = 12-NO. 7 BARS 20" TO 36" MAINS = 12-N0. 8 BARS
87 3 PARKINGEDIRAINAGE AND SMOOTHw~ANS~wONEOFIDRIVEWAYSOVAL. DESIGN MUST ADEQUATELY ADDRESS ON-STREET e7 CURB & GUTTER 4, REFER TO NCDOT DETAIL 846.01 SHEET 2 OF 2 FOR CURB AND a~ ` GUTTER SUPERELEVATION RATES, 87 ~ BARS PLACED AS SHOWN O
DETAIL No. DETAIL No. DETAIL No.
STANDARD LOCAL STREET TYPICAL SECTIONS 03000.01 STANDARD CONCRETE CURB AND GUTTER 03000.02 ~2 STANDARD THRUST COLLAR INSTALLATION 06000.14 ~
EFFECTIVE:09/08/OS SHEET 3 OF 3 EFFECTIVE: 09/08/05 SHEET 1 OF 1 EFFECTIVI EFFECTIVE: 07/01/04 sHEET ~ of ~
y SAWED PAVEMENT CUTS.
y REPLACE WITH 2" SURFACE
W MINIMUM CONCRETE BLOCKING (C.Y.) PATCH SHALL BE 7", 3000 P.S.I. COURSE. (TYPICAL) CONCRETE OR 7" BINDER COURSE
EXISTING PAVEMENT
A A NOM. PIPE TEES & 90' 45' 22-1 /2' 11-1 /4' ' ~ DIA. IN. DEAD ENDS BEND BEND BEND BEND
II ,11111111111111, III I :-1 a ~ ,Q. III-111 lii=1 I III III III ,Ii1 o°°°~N°~oARp~°°o
y ~ y 4 1 /3 1 /3 1 /3 1 /3 1 /3 i~ 11 i o 0 III -III °o ~ 00000000000 ~ °o°
3 TIMES INNER LD. ~ ~ DOISTNGDSTONEB 12" ~ . I 12„ ; o ~Oo o°O~ESS/O~o ~ 00
DIAMETER (LD.) PIPE ~ ' 1 6 1/3 1/3 1/3 1/3 1/3 II • ; o DO NOT DISTURB ° o~ y o ° i-l...:.....: EXISTING STONE e gQ SEAL ~ o e
SHALL E -III • . ° SHALL BE GRANULAR MATERIAL OR PLOWABLE ,1=I ' . °
=1I I ~ d o 0 019435 o z b FILL TO PREVENT SETTLEMENT II
RIP RAP APRON \ 8 1/3 1/2 1/3 1/3 1/3 (UNSUIT I\ (UNSUITABLE MATERIAL SHALL BE REPLACED) ~ o,F~GIN~~~°o ~ o°~ I-I . inc. °0000000°
I~ I A PIPE , PIPE °°°O0 ~ R C 0°°°°0 °pooooo0000°0
\ \ 10 2/3 3/4 1/2 1/3 1/3 1 , =1II
~ ~ PLA IE ~ N V W ~ 12 3/4 1.0 2/3 1 /3 1 /3 ASPHALT PAVEMENT dill lil=lil=lil=lil=i PIPE DIA. SIGNATURE
\ ~ + 18"
NOTES: A ~ REVISIONS
14 1.0 1-1 /2 3/4 1 /2 1 /3
1) L =THE LENGTH OF THE RIPRAP APRON. EXISTING GROUND
16 1-1 /3 2.0 1.0 1/2 1/3 2) d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT . =III=III III=III • . =III=III III=11 III=III=111-
LESS THAN 6" (inches). UNDISTURBED 18 1-2/3 2-1/3 1-1 /3 2/3 1/3 1.=1 11= 11=1 11=1 I•` , I I 1=1 11=1 1=1 11= 11=1 11=1 11=1 1-III ITI-III-, III- -I I =1 i 1=1TI III -1 I I III-III-I 11-
° 3) A FILTER BLANKET OR FILTER FABRIC SHOULD BE EARTH " -I 11=1 11=1 I I I'' ~ -1 I I=1 11=1 DO NOT DISTURB - _ ~ w
L INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. EXISTING SOIL 12~~ I- , y:"...:.:: - 12' o DO NOT DISTURB -III III- ~
PIPE ~ 20 2.0 3.0 1-2/3 3/4 1/2 II I II • ..I II I II z EXISTING SOIL
, SHALL BE GRANULAR MATERIAL OR PLOWABLE 1=I , : II=1 ~
24 3.0 4-1/3 2-1/3 1-1 /3 2/3 FILL TO PREVENT SETTLEMENT ~IIII VIII (UNSUITABLE MATERIAL SHALL BE REPLACED) PRO,J. GG1O6H
+d =1 . II=1 -ITI PIPE PIPE ITI= DESIGN BY: DC
L ~ * CONCRETE SHALL BE 3000 P.S.I. MIX.
FILTER YARD AREAS IITII _ _ - ` Ill~l DRAWN BY: CNL III„111-111-111-111-111-111-111,,,111; DATE: 02 02 10
FABRIC NOTE: ~ SECTION A-A ~ ~
FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC, ~ PIPE DIA. SCALE H OR: 20
s~ s~ NO CONCRETE SHALL COVER BOLTS OR GLANDS. e~ e, ~ + 18" SCALE VER: 2
DETAIL No. DETAIL No. DETAIL No. SHEET N 0.
PIPE OUTLET TO FLAT AREA 3 DOUBLE PIPE TRENCH AND PAVEMENT REPAIR SECTIONS D B L 5 0 F 6
04000.20 STANDARD REACTION BLOCKING 06000.13 NOWELL-DEFINED CHANNEL SHEET , ~ , SHEET , of , EFFECTIVE:07/Oll04 EFFECTIVE: 07/01/04 SHEET 1 OF 1

o z a z a p Z
vm o vm o vm p IT GENERAL NOTES: p ~
Q Q ~u1 o z~= ' ~w o GENERAL NOTES: z~= ' Am o ~ ~ -ALL MORTAR JOINTS ARE ± 1/g". H ~ N Z ¢Q~
D,..,O~ Q U D,..,O70 DC U D,..,O31 r p ~ ~ O SLOPE AS INDICATED ON PLANS W J O,U,i r O TI ~ 0 ~ O C7 r TI 0 mZ PLACE GROOVE OH ooaxz mz x~ CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". woJOa=z m° D N O 07D -BOND BRICKWORK WITH FULL HEADERS EVERY THREE COURSES. ~ U ~ j O T ~ ~ -CONCAVE TOOL ALL EXPOSED JOINTS. ~ JO d = Z
i--r ~ D s' U ri ~ D O Z ~ = D C) O ~ O ~ BELL END OF PIPE / Q: Z O ~ ~ ~ Z - 31 ~ Z _ W
xmDDm TO FACE OF WALL iF FVQ02 S~Dym n n rr WQQW2 x~Dym zx ~ c~ ~ zx PLACE 2 #6 Y BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 ~o~ov ~ zx S ~ D D m BUTNIS USEDRONLY IYNLCOMPUT N'GSENOwALLHOIUMENSIONS ANDCOUANTITIESPTABLE, L" ¢ a `L = Z HU~Op Z S ~ O ~ -CONSTRUCT THE BASE WITH FORMS. ~ _ ~ Z W
z=~°° 6 ~=~zw z=~°~ AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN ~=~zw Z=oo nor ~ _ u1FwoJ nor oFwoJ Hor
o=xZ I ~ ~ ooNQ o=~Z ENDWALL LENGTH. ooNQ c1=xZ `LSD I I I x a \ Z Fib ~~D ¢ ~ D~ I i~=~ i CONC. D~ Z~> DAD n = ~ Z -USE CLASS 'B' CONCRETE. ~ ~ WO ~ Q ~ W D ~ D -PAY FOR CONCRETE AS BRICK MASONRY. Z ~ ~ ~ W
~Q V 3 \ PIPE tl4-BARS O o_o W~ ~ CONSTRUCT BOTTOM SLAB WITH FORMS. O ao , ~~--i V -CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. p LL 0 ~ ~ M
i I i i _ ~ w o w o z I I I I ~ z z ~ ~ p DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS ~ p z PLAN -JUMBO BRICK WILL BE PERMITTED. I~ O ~
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. ci ci ci ci ci ci ci vi of of of of ui of 0 0 0 0 0 0 0
~ 0 1z" PLAN WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM B VARIABLE TO SUIT CONDITION m i~ m o v m in in m v o m a ao a a m m a ~ ~ ~ ~ w m m a a
FOOTING OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. SLOPE AS INDICATED ON P~ W
(IF CONST. JOINT IS USED) DOWEL W n SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W ~ _ _ ~ Q ~ ¦
D z G N c END ELEVATION BAR-"X" J W A D Z BY THE ENGINEER. J N Z m ~C7F~ Z m ~C7F~ m I7'I 8.. M G *2,_0„ 8.. / Y `O .n a u~ ~ v ~ y W Z ~ MIN. H _ a N N N N ~ rn O W N O W
~ ~~O ~N4: Y N ~>DO ~N~ Y y~0 ~ m N N W ~ ~ m N WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM N W ~ ~ N r Z N M ~ H F m ~ in ~ LL ~ ~ ~ ¦
x p ~ (A DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE z J ° x p ~ O OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. z J ° y S? C1 ~ ~ mx I I ~aC o ~ mx N~ 0 7Cx 1~C~~ ~ - ~ ~ a z WW ~ Z
C C PIPE SINGLE PIPE DOUBLE PIPE ~ C C N n ~ ~ r pp ~ ~ ~ ~ O v o W o USE CLASS B CONCRETE. ~ O v o . m , o ~ r Z ~ LOC. DIA. 15" 18" 24" 30" 36" 42" 48" 15" 18" 24" 30" 36° 42" 48" Q {L ~ r Z ~ ~ {L ~ • ~ n a " J Z Z
m G z ~ ~ BARS x x x x x x v* x v* x x x x x x r* x Y* p J W W o m O z p W x~ r D S ~ r D ° PIPE PIPE ~ 3 ~ o_ - Z i
v _ _ _ _ _ _ G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 p J 0. d ~ v p J 0' 0_ ~ F'I ` v HH ~ aD M an. - - - - z- z 1 1 z 2 z z z 3 2 Q a d o_ HH Q Q a a m m~ c ~ ~ _ ~ ~ Z W ~ m,~ _o W O W Z V
r v pOWEL G Dn. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 p 3 ~ r v ~ Z v m r L Z C m f r Z ~ ~ 0 ~ ~ ~ ~ 0 ~ il~:i SLOPE ~ ~ H Z ~ ~ _
m v TOTAL LBS. 9 9 14 14 19 55 65 12 12 19 19 23 77 92 Q Z W O RI v Q Z W Ip ' n ~ v 7D ~ J ~ 7D
' ~ ~ D OPTIONAL CONSTRUCTION JOINT O W m ' ~ ~ D ~ W J ~ ~ ~ ~ w m N r D ~ C ~ H DIMENSIONS AND CONCRETE QUANTITIES = W ~ ~ 00 C ~ H = W ~ ~ ~ L r H N r ~ y B 6 ~ TYPICAL SECTION THRU WALL ~ J W ~ m m~ z ~ W ~
° r Z USING CONCRETE PIPE 0 0 2 ° C ~ ~ Q 2 m~ ~ ~ y O ELEVATION COMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE J W ~ N J W ~ ELEVATION END ELEVATION ~ t.1 Z r ~ M
~'mA~ ~ 0 H 8 G T 5 L yp1 M L YDa C7 ~Q ~'mA~ ~ O ~0' y~ ~ ~ ~ 'n DIMENSIONS AND CONCRETE QUANTITIES N ~ O TI USING R.C.P. USING C.S.P. C'3 ~ ~
m Z o z v ~ m Z O z v ~ ~ O ~ N ~ ~ 15" 3._3.. 1' Bn 2r 9n 21/q" 9~`2° 5'-6" 0.7 2•_2" T-B" 1.0 W Z Z r ~ y 31 W Z Z r N ~ ~ COMMON DIMENSIONS COMMON DIMENSIONS Z m N BRICK CONC. BRICK CONC. W
r 18° 3'-7" 1'-10" 3' 2" 2bg" 10° 6' 4" 1.0 2' 7" 6'-11" 1.3 O Q r O Q D R B G M T YD3 YD3 N B G M YD3 YD3 15" 2'-5" 1'-8" 2'-10" 1'-0" 1%g" 0.562 0.386 2'-3" 1'-4" 2'-9" O'-11" 0.480 0.288
24" 4'-2" 2'-1" 4' 0° 3" 1D° 8'-0" 1.5 3' 5" 11'-5" 2.0 30" 5' 0" 2'-6" 4' 7" 41/4° 11Y2" 9'-2" 2.3 4' 3" 13' 5" 3.1 *QUANTITIES BASED ON 2'-O" 18" 2' 8" 1' 8" 3'-2" 1'-2" 2" 0.691 0.412 2'-5" 1'-8" 3'-0" 1'-0" 0.581 0.394
36" 5` 8" 2' 8" 5' 6" 4~" 11 Y2" 11' 0" 3.4 5' 0" 16' 0" 4.5 24" 3'-4" 2'-0" 4'-1" 1'-5" 3" 1.123 0.586 2'-11" 1'-8" 3'-9" 1'-3" 1.840 0.446 W 30" 3'-9" 2'-4" 4'-8" 1'-9" 3Y~" 1.513 0.774 3'-4" 2'-O" 4'-5" 1'-6" 1.167 0.612
42" 6' 2" 3'-1" 6'-4" 51/4° 111° 12' B" 4.5 5'-10" 18' 6° 6.0 48" 6'-9" 3'-5" T-2" S~S° 11Y2° 14'_4" 6.0 6' 8" 2i'-0" 8.0 36" a'-3" 2'-a" 5'-5" 2'-0" a" 1.958 0.846 3'-9" 2'-a" 5'-0" 1'-9" 1.562 0.798
SHEET 1 OF 3 *SEE SHEET 3 SHEET 1 OF 3 SHEET 3 OF 3 SHEET 3 OF 3 SHEET 1 OF 1 SHEET 1 OF 1 42" 4'-11" 2'-B" 6'-4" 2'-4" 51/a" 2.841 1.097 4`-5" 2'-8" 6'-0" 2'-0" 2.318 1.043 SHEET 1 OF 1
838.01 838.01 838.01 838.01 838.15 83Q ~ 1 5 48" 5'-7" 3'-0" 7'-3" 2`-8" 5~" 3.865 1.381 4'-11" 2'-8" 6'-9" 2'-3" 2.929 1.125 $3$ ~ 15
O BACK DF CURB Z v m FRAME GRATE AND HOOD NOTES: MORTAR JOINTS 1r¢" 1/g" THICK. X SEE STD. NO. 640.03 USE CLASS "B" CONCRETE THROUGHOUT. O }
N ' Z 1` 0° TOP ELEVATION USE FOAMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q Q ~ .
310 O O DEDUCT FOR PIPE/S) FROM TOTAL CU. YDS. OF BRICK MASONRY. Z ~ _ m ~ O Y Y USE H4 BAR DOWELS AT 12" CENTERS. ri ~ U r ~
m Z = ~ PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W J 0_ N Z t-r ~ D A _ _ _ - ~ ON CENTER. USE STEPS WHICH COMPLY NITH STD. DRAWING 840.fi6. O ~ (n = Z Y
= O D D m m B USE nPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. W Q Q LL = Z ~ USE BIIICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS ~ U 0 O C7
= 0 O O 8" 8" x OF SECTION 840 OF THE STANDARD SPECIFICATIINVS. F = F Z Fi Z Fi O r ~1 MIN. NIN. IF REINFORCED CONCIIETE PIPE IS SET IN BOTTOM SLAB OF BO%, AOD TO SLAB O F W O J
' O t-r D AS SHOWN ON STD. N0. 840.00. ¢ ~ D NIN. FOR 8'-0" IN HEIGHT OR LESS, USE B" WALL. OVER 8'-0" IN HEIGHT, USE O O 0 ~
D 12' WALL TD 6 -0" FRON TOP OF WALL ANO 8" WALL FOR THE REMAINING Z Fi V a'°. ~~~~o~ °-'.~~v~' 6'-0". OUANTITES TO BE ADJUSTED ACCORDINGLY. HH
O ~ ~ PLAN CONSTRUCT WITH PIPE CRWMS MATCHING. O W p O Z SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". n O
TOP ELEVATION m ~ DRAWING NOT TO SCALE.
_ _ _ _ _ _ _ _ _ _ FRAME GRATE AND HOOD TOP ELEVATION SEE STO.NO. 840.03 STEPS -STD. N0. 840.66
STEPS STD. N0. 840.66 B" 8" ~
MIN. A NIN. - m x a TOP ELEVATION CC
Z ~ - 6^ A p Z
W r ~ ~ fi B E LL N E ~ Z v. e, C7 W
H 2 _ c N N n1 ~ o m~ SECTION Y-Y D s" B" x ~ Q W
' ~ ~ ~ 8" D MIN. MIN. 8,. Q m d _ ~ Z NIN. D NIN. p = d W
RIBER HT.
C ~ D VAf1IES ~ ~ v ~ C11 ~ 0 - 6"NIN., ,-.o.~a Q F ~ V
A ~ p Q ~ ~ Z v 6„ ~ SECTION J-J s°MIN.o~:;~~° ~~~°'s'°~.°`.ti=:~,...~ Q ~ H J
~ NIN. VAIERE 30"T03G"PIPE IS USED ~ _ m D~ E SECTION IM-M 3 SEE NOTE W
M WHERE 42" TO 54' RPE IS USED
F'I Z RISER HT. WHERE 30'T036'PIPE IB USED ~ Z O VAl11ES E H m I- ~ J 0 ~ ~
m J J z O I Sr I B M - M w
I A I VW ~
~ 8° LL I ¢ I I I m
I LL I Ir- I ~ H W
WHERE 42" TO 54"PIPE IS USED ~ ~ D
SHEET 1 OF 2 DETAIL SHOWING IgETHOD SHEET 1 OF 2
840.01 OF RISER CONSTRUCTION PLAN PLAN $40.01 a W
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SIGNATURE
REVISIONS
PROJ.# GG1068
DESIGN BY: DC
DRAWN BY: CNL
DATE: 02 02 10
SCALE HOR:20
SCALE VER: 2
SHEET N0.
60F6

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SCALE 1 "-1000'
AGASSI COURT LAKE DRAINAGE AREA LANDUSE MAP
LANDUSE
Institutional
Commercial
Undeveloped
Very Low Density Res
Low Density Resident
Rural
Office
- Open Space Private
High Density Residen
Medium Density Resid
Open Space Public
Industrial
Utilities
Lake

Mixed Density Reside
AGASSI COURT LAKE DRAINAGE AREA MAP
LEGEND
2.0 ft contour lines
Roads
Lake Drainage
Area Limits cim
Cul-de-sac Drainage
Area Limits
Area diverted out
of the drainage area
as a result of a BMP
from development
SCALE 1 "-1000'
(on a 8.5"x11" sheet)
AGASSI COURT DRAINAGE PROJECT AERIAL PHOTO (60 scale)
- l
1 a
4,
t

I

OAS
t AL ..
ffi
4L i
LEGEND
Roads
Cul-de-sac
Drainage i
Area Limits I
Project
Location
AGASSI COURT DRAINAGE PROJECT AERIAL PHOTO
Roads
Lake Drainage
Area Limits
Cul-de-sac
Drainage
Area Limits -
Area diverted
out of the
drainage area
Project
Location
SCALE 1"=200'
(on a 8.5"x11" sheet)
AGASSI COURT DRAINAGE PROJECT AREA MAP
LEGEND
2.0 ft contour lines
Roads
Lake Drainage
Area Limits cim
Cul-de-sac Drainage
Area Limits
Area diverted out
of the drainage area
as a result of a BMP
from development
Project Location
Neuse Stream
Buffer
SCALE 1"=200'
(on a 8.5"x11" sheet)
AGASSI COURT DRAINAGE PROJECT AREA MAP
LANDUSE
Institutional
Commercial
Undeveloped
Very Low Density Res
Low Density Resident
Rural
Area diverted
out of the
drainage area
Project
Location
SCALE 1"=200'
(on a 8.5"x11" sheet)