20100176 Ver 1_More Info Received_20100511

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone] _ 01-7 4
E-mail: [e-mail]
6 May 2010
Mr. Ian McMillan
DWQ 401 Wetlands Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Reference: Bailey's Creek Subdivision
DWQ Project 10-0176
Dear Mr. McMillan,
_4_ D
C 11 C19 6i
MAY I 201.0
DENR. WATER WALITY
WELANDS AND STORNZ ATEA *. PANCH
We received notification in a letter dated April 12, 2010, that the processing of the permit
application for the above referenced property has been placed on hold pending submittal of
additional information. The enclosed documents are provided for your use to address the
additional information requested.
Item 1. Dry Pond 2 may not be placed within the footprint of an existing wetland. This does not
meet avoidance and minimization requirements, and it also is likely to dewater the
wetland. The DWQ will not allow a dry detention basin adjacent to a natural wetland
unless the invert of the dry detention basin is at least 2 feet above the level of the SHWT.
Only the fill slope of Dry Pond 2 is located in the wetland (no excavation within the
wetland). Since your request for additional information, the outlet of Dry Pond #2 has
been redesigned and moved to a location adjacent to the wetland. This modification
reduced permanent wetland impacts by 0.01 acre down to 0.02 acre of fill. The overall
wetland impact remains at a meager 0.03 acre, with 0.02 acre of permanent impact and
0.01 acre of temporary wetland impact (clearing only) to allow for construction of the
retaining wall. The temporary wetland impact area will be restored and planted with a
wetland seed mix after construction.
Please see the attached letter from the stormwater engineer for justification and other
considerations of the Dry Pond location.
Item 2. Please provide documentation of the Town of Cary's approval of the stormwater
management plan for this project by providing ... a valid approval letter from the Town
of Cary indicating that the proposed activity has an approved SMP and one copy of the
approved SMP, including full-size plan details.
A copy of the Town of Cary approval letter is attached to this letter along with full size
plan details. A copy of the SMP (Drainage Report) was previously provided to DWQ in
the PCN.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
HAL OWEN & ASSOCIATES, INC.
We trust that this provides the additional information that you requested and that the
permitting process can proceed as soon as possible. If you have any questions or need additional
information, please feel free to contact us at your convenience.
Sincerely,
(lc,?p ir.? ? °?T
Krissina B. Newcomb
Project Environmental Scientist I
Hal Owen
Senior Environmental Consultant
CC: Mr. George Bailey
Hugh J. Gilleece
U SACS
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
Hugh J. Gilleece, III & Associates, P.A.
Consulting Engineers
Business License C-496
May 6, 2010
Mr. Ian McMillan, Acting Supervisor
401 Oversight/Express Review Permitting Unit
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Bailey's Creek Subdivision (DWQ Project # 10-0176)
UT to Black Creek [030404,27-45-(2), C,NSW]
Dear Mr. McMillan:
875 fl'alntit Street, Suite 360
Cary, North Carolina 27511
[phone]
Far [phone]
[e-mail]
We have received a copy of your letter to Mr. Bailey dated April 12, 2010 requesting
some additional information on the subject project. Your first continent states that Dry
Pond 2 may not be placed within the footprint of an existing wetland.
The dry pond is placed at the location shown because there is no feasible alternative
given the steep slopes of the property leading to the riparian buffers. The pond is a result
of the Town of Cary requirement to reduce peals stormwater runoff from the project to or
below pre-development rates. It has the side benefit of providing some additional
nitrogen reduction after the stormwater wetland.
Such ponds must be placed in the lowest part of their drainage area. The location chosen
is to be out of the Neuse River riparian buffer required by state law and the additional 50'
buffer added by the Town of Cary. It is also outside of zoning buffers required at the
property boundaries (a local requirement). Please note that we have moved the outlet
pipe from this dry pond since the last submission so that we do not have the rip-rap in the
wetland area. This has reduced the impact to the wetland to approximately 887 square
feet.
It was necessary to place a stormwater wetland to comply with nitrogen reduction
requirements and then place the dry pond within a limited land area to comply with peak
storm flow requirements. The pond cannot be reduced in size and still meet the peak
flow requirements. It may be noted that retaining walls have been used to obtain the
storage volume needed within the land available.
Mr. Ian McMillan
May 6, 2010
Page Two
We have reviewed several possible solutions to this situation in light of local and state
requirements. One possibility was the provision of a stormwater wetland alone.
NCDENR rules required that the maximum water rise in the water level allowed is one
foot. It is not possible to provide enough storage for the peak flow reduction to occur
unless a much larger land area was used to keep the rise in water level to less than one
foot.
The dry pond shown was originally designed as an earth dam with side slopes (3:1 max.).
This did not come close to enough storage volume to meet the peak flow requirements.
Thus, the currently proposed configuration with vertical walls was adopted.
A problem is that land slopes outside of the required riparian buffers are steep. Any
movement of the BMP's uphill would require wall heights that would not be practical to
build. These wall heights would also cause major maintenance expense on the
homeowners association in years to come and significant safety risks.
The dry pond would be constructed by fill over the wetland. All of the portion of the
wetland to be impacted would have fill placed over it.
Your second comment was to provide evidence of Town of Cary approval of this project.
The Town of Cary issued a Letter of Notification (LON) on February 15, 2010 indicating
that this project was approved subject to a few conditions. A copy of the LON is attached
to this letter. The approval was based in part upon the Stormwater Management Plan
(labeled "Drainage Report") of which a copy is attached.
If you have any questions, please call me.
Sincerely,
?U
Peyton N. Joy r, 7E.\
e-mail: [e-mail]
Project Manager
Hugh J. Gilleece, III and Associates
Attachments
cc: CCR Properties
FMaW8900105 - Bailey Subdivision\Documents\Letters\DWQl.doe
PLANNING DEPARTMENT
February 15, 2010
CCR Properties
201 Evans Estates Drive
Cary, NC 27513
RE: Project Name: Bailey's Creek Subdivision
Project Number: 08-SB-011
Wake County Real Estate ID Number: 0021244
Dear Sir or Madam:
I am pleased to advise that on February 8, 2010, the Development Review Committee approved the
above referenced site plan subject to the following Conditions of Approval:
Development authorized by this permit/approval may not take place until a new utility connection
permit is issued per Chapter 36 of the Cary Code of Ordinances. This approval does not guarantee
issuance of a utility connection permit by the Town of Carv.
Conditions of Approval:
The following comments must be addressed in the master set (reproducible set) submitted for staff
signatures. If these comments are not addressed, the master set will be returned without being
signed:
1. Add the conceptual elevations to the plan set. The pages provided at the last submittal may
be copied onto a single plan sheet and included in the plan set prior to signature.
2. Coming down the proposed trail on a bicycle at a 14% grade and then hitting the curve in the
trail around the manhole is hazardous. We would like to discuss alternative options/locations
for the trail design. We may correspond via e-mail; however, a design agreement must be
reached prior to submission of the master set for signature.
3. Please add the pipe material to the label for the culvert under Black Creek Greenway (we are
assuming that it is RCP).
4. Delete sewer stub to adjacent property at the entrance.
5. Add a water line air release valve at the entrance to the development.
6. The MH3 inverts from the south are not consistent on Sheets 9 and 10. Revise the invert on
Sheet 10.
7. Supply the required 404/401 permits.
BEFORE ANY WORK MAY BEGIN ON THIS PROJECT, with exception of early grading permits
(Policy 66), you must obtain or submit the following required items to the Planning Department:
TOWN Of CARY
316 North Academy Street • Cary, NC 27513 • PO Box 8005 • Cary, NC 27512-8005
te1919-469-4082 • fax [phone] • www.townofcary.org
Please submit a master set (reproducible set) of the approved plans for staff signatures (be sure to
include a copy of this letter of notification with the submittal of the master set) in addition to a
digital copy of the master set. The master set shall include all information shown in the original
drawings, as approved by the Development Review Committee, as well as any remaining
requirements or conditions of approval addressed in this letter. Alterations to the plans, beyond the
scope of those indicated above, must be approved by the Town of Cary Development Review
Committee prior to incorporation into the master set. Each sheet within the master set will be initialed
by staff as approved and then be returned to you.
All streets shown in this plan set, whether public or private, must be labeled with approved names.
SUBMITTAL OF CONSTRUCTION PACKAGE
After you receive the signed master set, you will receive a checklist outlining the information and plan
sets to be returned in order to complete the review process. All items indicated on the checklist
must be returned to the Town of Cary Planning Department prior to the issuance of any
building permit and prior to beginning construction.
• Town of Cary Water System Extension Permit Application
• Town of Cary Wastewater System Extension Permit Application
• Town of Cary environmental (grading) permit application
• Notify the Town of Cary Engineering Department at [phone] that construction is about to
commence.
Please note that all plans delivered to Town Hall should go to the Inspections & Permits
Department located on the first floor of Town Hall.
FEES
Prior to Submission of the Construction Package, the following fees must be paid at the
Inspections & Permits Department (refer to the attached STATEMENT OF FEES):
• Utility and street inspection fees
• Water & sewer tap fees
• Site inspection fee
• Recreation payment-in-lieu (under separate cover)
If you have any questions regarding Transportation Development Fees and Water & Sewer
Development Fees, please contact the Inspections and Permits Department at [phone] or
[phone].
• Upon issuance of the environmental (grading) permit, a fee of $500.00 per denuded acre must be
paid.
Miscellaneous
The following must also be submitted or obtained:
0 Town of Cary soil and erosion certificate of compliance (prior to issuance of building permit)
PLEASE NOTE THE FOLLOWING:
Plan approval becomes null and void if substantial progress is not made within two years of the
approval date (see the definition of "Substantial Progress" in Chapter 12 of the LDO and refer to
LDO Section 3.9.2 (K), Effect and Duration of the Plan Approval.) In no case shall the plan
approval be considered valid for more than five years from the original approval date.
No Certificate of Occupancy may be issued until all on and off site improvements are installed
unless otherwise approved by the Planning Department.
Signage is a separate approval process and has not been reviewed or approved as a part of this
development plan. You must obtain approval of a uniform sign plan prior to the recording of lots
for subdivision plans.
Please be advised any person conducting business in the Town of Cary either by maintaining a
business location within the Town limits; personally or through agents, soliciting business within the
Town or picking up and /or delivering goods and services within the Town is responsible for obtaining
a Privilege License (Business License). For information please call Kelli LaFrance-Girard at (919)
460-4952.
Before erecting any signs on the property, you must obtain a sign permit. Please contact the Zoning
Compliance Supervisor at [phone] for information regarding temporary signs, or Debra
Grannan at [phone] regarding permanent signage.
No change may be made to this subdivision plan unless the Town of Cary Planning
Department is notified.
Pay any fees addressed in this letter and the attached Statement of Development Fees in the
Inspections & Permits Department not at the Finance Department. Please have the project number
available so the project can be identified correctly.
If you have any questions regarding the approved plan or if I can be of any assistance, please contact
me at [phone].
Sincerely,
Au-
Kevin A. Hales
Senior Planner
cc: Stan Godwin, Engineering Field Technician Supervisor
Doug McRainey, Parks, Recreation & Cultural Resources
Wayne Nicholas, Planning Manager
Brent Reck, Zoning Compliance Supervisor
File
Jerry Turner & Associates
Attn: William Hood
905 Jones Franklin Road
Raleigh, NC 27606
STATEMENT OF FEES
CCR Properties
201 Evans Estates Drive
Cary, NC 27513
Project: Bailey's Creek Subdivision
Project Number: 08-SB-011
HTE Number: 08-1633
Remit to:
Town of Cary
Inspections & Permits
PO Box 8005
Cary, NC 27512-8005
ITEM # DESCRIPTION UNIT
PRICE TOTAL PRICE
1 1471.00 ft. of water line (Utility inspection $0.85 per $ 1,250.35
fee) linear foot
2 1618.00 ft. of sewer line [gravity or force $0.85 per $ 1,375.30
main] linear foot
(Utility inspection fee)
3 1442.00 ft. of street construction (x 2) $1.60 per $ 4,614.40
(Street inspection fee) linear foot
per lane
5 Water & sewer tap fees (30 water, 30 $50.00 per $ 3,000.00
sewer) tap
7 Entry Feature inspection fee $35.00 per $ 70.00
featu re
8 Residential site inspection fee (30 lots) $35.00 per $ 1,050.00
lot
TOTAL AMOUNT DUE: $ 11,360.05
Date: February 10, 2010
INSPECTIONS & PERMITS DEPARTMENT
The commercial building permit process is a completely separate process from the site plan
approval process.
The following items must be submitted to the Inspections and Permits Department to obtain
your building permit:
1. Completed application (available in the Inspections & Permits Department)
2. Four (4) complete sets of building plans including plumbing, mechanical and electrical.
3. One (1) set of approved site plans showing all site utilities including plumbing, mechanical
and electrical.
4. Water system calculations. (GPM)
5. Sewer flow calculations. (GPD)
6. Grease interceptors or oil separators must be approved by the Town's Utility Pre-
Treatment Coordinator. (919-462-3871)
7. Complete Appendix "B" from State Building Code.
8. Minimum plumbing facilities calculations shown on plan per table 407 of volume II.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ? Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) (if known) DWQ - non-404, other) (acres)
or Temporary

W1 ®P ? T MECHANIZED LAND Flccdpla+a-peeF ® Yes ® Corps
CLEARING AND FILL seep ? No ® DWQ

W2 ? P IAT #v?2ch?ni ced
S
' Yes
? N Corps
DWQ
©. O t
IA's C t
c?p o
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0.03
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) intermittent DWQ - non-404, width (linear
or Temporary (INT)? other) (feet) feet)
M
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
,
? INT ? DWQ
S5 ? P ? T ? PER ? Corps f?q
I
? INT ? DWQ
S6 ? P ? T ? PER
? INT ? Corps
? DWQ S,P
S
RQ'
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
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f ~ / ~ ~ v ~ - `3-g~ - - ~ - A ~ ~ ' 1 I ~ 1 1 ~ A~ E• ~ NT } ~ ~ 388.44 ' ~ I ( ~ ~ r ~ TOR OF DAM / ~ ~ l ~ ~y ~ : ~ ~ ~ ~ ~ o o ~
~ ~ ~ i , --~~Q _ - - m ~ ~ ~ t I , ~ 2Q,~T0`WJN OFD ~Ak?Y ~
- ~ . ~ ~ 0~ ~ - _ _ - - - '1 ' ~ ~ ~ ' I l ' I ~ SANI,TAR~Y ' S f ~ FOREBAY IVI ~ a , ~ , x\ ~ ~ , D DER TOP , ~ ~ w 'r ~ • o ~
~ 4' WIDE AT ELErt. 36840 ~ ~ ~ / ~ ~ ~ J ~ z " z z ~ ~ ~ ~ll~E'~57 STONE W~ ' ~ ~ ~ : ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ °
_ ; ~ , ~ ~ ~ ~ h 3~. ~o,~j ~ U - ~ X •D - 'fly ~ ~ ~ ~ ~ I ~ , ; ~ t, ~ ~ ~ / I 1 ' :1 SIDESLOPES / ~ X Fa \ 0 ~ ~ w ~ ° °v o
~ / / ,~~~C~,~ NORby~ 09L-ELEV. ,390:00 F" ~ ~ \ 7 , ~ , ~ i ~ ~ I ~ I I• ~ _
_ + j ~ ~ ~ ~ - D~. 1• i , I i i ; ~ ~ ; f r ~
~ / . ~ TOP OF DAM C , 1 - ~ + ~ i ~ A 1 i ( I - I ti
I / ~ I ~ ~ ~ 397.00\ ~ ~ ~ i ~ i~ I ~ ~ 9~ ~ - ~ ~ 'li I ~ _ ~ ~ ~ 1 r A M.-~ ~ ~ i OTT M WALL, ` ~ \ I I ~ ~ ~ ~ ~ ~>J \ :;jam: V~0 ~j., ~ {I~ i ' I ~ ~ cai a a ~
i / ~ ' 386.00 ~ ; i I i o ~ ; J I ~ \
r~ , , I lSj ~ / r / Q i / ' ~ ~ ~ ~ ~ I m ~ i I 1 a o . - - t~' ~ z,rn• ~ . ~ ~ U~ ,
i i ~ LET, ; 9 n ~ ~ ~ ` ~ ~ ~ ` ~ ~ I ~ ~ ~ ~ ; , ~ ~ ~ ~ li x / ~ a . ~;~--1~___~ ~ ~ Iwo , \ ~ ~ ~ ; ~ 04°~
^ ~ r ~ i ,r L: N~l~ E ~ 1 0 ~Y ~ % ~ tJ ~ 'L G ~ • 3 ~ i I ` I l ~ - \ ~ ~ ~ ~ e r "r -tee
~ N N
` ~ ~ ~ ~~f ~
} fr
/ ~ ~ ~ ~ - ~ ~ ~ ! 1 1 ~ c3`~ ~ ~ to rye ~ r T OF • A
, ~ ~ ~ ~ ~ 1 J ~ ~ ~ l ( ~ ~ ~ ~ e ~ - - ~ _ ~ ~-vr ~ ~ SEWS, E •
TRAIL, TO'~N1~IECT TO rn ~ ° ~ ~ ~ , ' ° ~
= ~~BLACK CREEK GREE 'a ~ ~ ~ ~P , 4r..,®~,~~%*m
y : i 1 I ~ ~ ~ ~ 1 \ \ V ~ ~ \ ~V ~ / ~ " " ' _ ~ fir' J l,~ ~ - ~ / / Ab~ ~ i4 00 ~ 111 e ~ = 11.~ y, r,, ~ a
< ~ , ~ ~ © , a ~ ~ _ _ ~ ,
srN ~ ~a~~ ~
,r~ SBJ~' ~ r
SCALE: 1 "=30' SCALE: 1 =30 "®®~~i ~ +~®®ie~~ e°®
WATERTIGHT MANHOLE COVER, 5EE TOWN
DRAWDOWN PIPE ANTI-SEEP COLLAR BRACKET TO VALVE HAND WHEEL AND SHAFT OF CARY STD. DETAIL 07000.03 TYPE 3 - SlZE A (SHOULD BE HOLD. T V PRE-CAS f--PRE-CAST REINFORCED
0 DRAIN ALVE LABEL STORM „ ELEV. B PLACED APPROX. STEM CONGRET( CONCRETE TOP OUTL T T UCTUE GENERAL OT
6 GATE. !~N THE MIDDLE OF TOP ELEV. F ANTI-SEEP COLLAR SHOULD
VALVE DRAIN EARTH DAM) BE PLACED APPROX. IN THE
~ MIDDLE OF EARTH DAM ) • d 1. OUTLET STRUCTURE ELEVATIONS SHOWN ON THE DETAILS ON TH15 SHEET
DRAIN PIPE ~ . o' TOP ELEy TOP ELEV. F ARE CRITICAL AND MUST BE WITHIN 0.02' OF THAT SHOWN. IF OUTLET STRUCTURES ARE PRE-CAST OFF-SITE, THE HOLE FOR THE OUTLET PIPE ~
•e INV D ~ REINFORCED SHALL BE ENLARGED TO ALLOW UP TO 0.3' OF VERTICAL MOVEMENT. WHEN
DRAWDOWN PIPE r ~ CONCRETE SIZE A, INV. ELEV. B INSTALLED, THE EXCESS OPENING SHALL BE FILLED WITH GROUT,
POND BOTTOM
1'~ ~ I PIPE TO GROUT 2. OVERFLOW WEIRS ON DAMS SHALL HAVE A CONCRETE L.9P AS SHOWN IN THE
I I1-) (I- =I DRY POND OUTLET PIPE ; • BOTTOM i ( ' - 3 TO DRAIN OUTLET PIPE, SEE DETAIL. THE ACTUAL ELEVATION SHALL BE WITHIN 0.02:` OF THAT SHOWN. DRAINAGE SCHEDULE
PfPE TO GROUT BOTTOM i ~ PIPE INLET
'DRY POND TO DRAIN - - SIZE G 3. OUTLET PIPES SHALL HAVE AN ANTI-SEEP COLLAR OF CONCRETE LOCATED
I I ~ BOTTOM ELEV. G s~~..;tt~;:.„,,,~c;• ,.»x a INV D APPROXIMATELY UNDER THE MIDDLE OF THE DAM !N WHICH IT IS LOCATED. IT SHALL CONSIST OF CONCRETE POURED AROUND THE PIPE IN A VERTICAL Q~
p.:• i I DIRECTION. THE COLLAR SHALL BE A S4UARE 8" THICK AND SHALL EXTEND -t
CONCRETE • b ~ a a , - 18" BEYOND THE OUTSIDE OF THE PIPE IN EACH DIRECTION•
M w ANTI-SEER TOM ' ~::•Ty?"'° SOTTO BOT ~ COLLAR ~;~,'!,4>~,•-",~~,•:. r~w•" ,h.
ELEV. G ".a°,•1Y''~~tihsSL~.',S;t.f~iij.,~`.T,Z„1; SECTION A-A AN VIEW PL d. • ; w,
CONCRETE •'d P
BOTTOM 0 OUTL TUCTU IENS~ T L ~
ANTI-SEEP ~
P ACE A TOP ON STRUCTURE. IT SHAD. BE MADE OF NON-CORROSIVE MATERIAL STAINLESS PLAN VIEW SECTION ®A L ( NOTES: STEEL OR ALUMINUM), E.G. AND BE FASTENED TO THE STRUCTURE BY 4NON-CORROSIVE BOLTS, COLLAR OUTLET DRAWDOWN DRAWDOWN INLET PIPE BOTTOM TOP BOTTOM w ~ Z
~0 PIPE SIZE j PIPE INV. PIPE SIZE INV. THICKNESS ELEV ELEV.
SEE GENERAL NOTE ABOUT OUTLET STRUCTURE ELEVATIONS. 1. SEE GENERAL NOTE ABOUT OUTLET STRUCTURE ELEVAT10NS. 2 A B C D E F G
SW1 1" 390.00 N/A 387.00 8~ 392.00 386.20
N.T.S,
N.T.S. SW2 1" 368.00 N/A 365A0 8" 370.00 364.50
DP1 N/A N/A 4°' 385.00 8U 387.50 384.30
CROSS-SECTION OF DAM
W TLAND SIDE OUTSIDE QF WEIR AREA _ SIZE A E INSIDE OF DP2 N/A N/A 6" 362.00 8" 364.50 361.30
RIP RAP AS SPECIFIED ~ OR DRY POND ~ i
ON PLANS UNDERLAID STRUCTURE) SIDE IF OUTSET 1`OP OF DAM gY GEOTEXTILE FABRIC
~ ~ INV. B 15 TO OFF-SITE A SIDE OF WEIR o®s~-o
3, DRY POND SIDE BEYOND APP VEC~
I1-111~~1~r OR OUTLET TO _ 1" BEVEL ON ALL T ®F CARP
~ ,~i=III=111-Ili='' OFF-SIT ~ ~ E 8 EXPOSED EDGES Approved by Date
TOP OF RIP-RAP
5EE ENLARGED DRA DOWN PIPE D T I E AL Planning Date.
D TAIL THIS SHEET 00 ~ E N.T.S. ~ Engineering Date SHALLOW LOW MARSH OUTLET STRUCTURE
~I~IiI ~ ~ N ~e - 0 ROUG DAM _I,I SECTI T CROS
1i-1 100 YR. LEVEL FOREBAY 1. PVG NOT ACCEPTABLE. USE GSP OR DIVIDER FOREBAY DEEP ,POOL WATER 0"-12" ABOVE WITH DRAWDOWN DIVIDER 18 -36 DEEP 3 -6 DEEP NORMAL POOL 3 TOPSOIL PIPE
„ OTHER MATERIAL ACCEPTABLE TO THE INLET AREA , TOP OF DAM #4012 #4 REBAR 3. 4 4' JOB # ~9a0oa5
ELEV. AS SHOWN LENGTH AS SHOWN ON PLANS O.C. LA.TERALLY TOWN OF CARY. 1,~ FORE~AY TOP OF UAM
® qX ON PLANS TOP OF WEIR ELEV. AS (TYPICAL) _ • ~ NORMAL POOL ' ~~---~-~`~,3 DSN/CHK BY; PNJ
_ ~ SHOWN ON PLANS , „ ~ z h 3 TOPSOIL ai~ii ~ ~ ~p,A~' DATE: 07 f 292;008
III~~ III=~~'1 2~~~=11-~lit=ll~ 3 TOPSOIL X ~y~ .I 1=~~1 i- _ ~I t F=1 i-
"~II`Llll~l' '1=1i1-i1~- REBAR SHALL BE 3" CLEAR OF - ~.M ~..~,...~~v, •3hi.... NRZ SCALE: 1 "=30~
_ w M7,FF _ CONCRETE WEIR corvcRE~ FACE ON ALL SIDES. !Lj i' A-1' THICK CLAY LINER
..i ;~i~lil :y. '!-PH,
CROSS-SECTION -L'F~IF SHEET N0.
CROSS-SECTION ALONG DAM THROUGH CONCRETE WEIR
TIC CROSS-SECTION THROUGH TOR T R WETLAND Aow%8
DETAIL OF WEIR IN DAM SCHEMATIC CF N.T.S. %MOOT
N.T.S.

I ,
o~~ ~ ;r' - ' rod "5 t!J Li: '~~---',p. I:~j,t,c' t~ ~ p
I ~ E °
f l - ~ ~ , ~'i"h'!~~~~-E ~ 1. TO MINIMIZE DAMAGE TO EXISTING CHAMPION TREES III
~ 'y ~ ~ "1 , i~ ~ VyA \ f ~r 1 . / ~ _ v ~ ~ ,lid ~ ~ , ~11~~ ~ 1~ ( ~A i / : tee.-..._._~ ~ .~...~1 ~t i ~ ~ r ( 1 i r ~ 1 ! A ~ % ~ ~ C ~ ~ ~ ~ y7 E~.EV R!!v1 = 34~?.61' NEAR THE INTERIOR EDGE OF BUFFERS AND
i . ~ ~ i _ ? ~ ~ , f l f f i~~•,VEF,~ 1i~1 - 3~-1.G2' STREETSCAPES, THE CONTRACTOR SHALL CUT MINIMUM 9 I
f, ~ ~ ~ ~ ~ y v ~ ~ ~ ~ 't~ I ~ 20 TYPE A I V I l i I IP~1\,'EFT OUi = 344.08' 2-FOOT TRENCHES ALONG THE LIMITS OF DISTURBANCE,
~ ` ~ i ~ r ~ c ~ - ~ ~ `°o v ~ . ~ ; ~ ~ ~ % ~ ~ A 1 ~I , ; ~ ; ~ i ~ ~ ~ BUFFER WITHIN FLOOD I, ~ / D ~ ~ ~ ~ I • 1. .8 ~9 P ~ 'ice ~ ,E ~ T~~" V A i, I, ;i~~!vEE; i liy(aPTe) = 346.?1' SO AS TO GUT, RATHER THAN TEAR, ROOTS. 875 Vilal~nut Strcet
. , e > ~ } ~ - ~ ~ ~ STREAM BUFFER ~ HAZARD ~ I ~dP~E~/'~t!(~rl / <a~~ i1//, ~ \If(~!il{i. ' I E ~ ~ 2, THE TREE PROTECTION FENCE SHALL BE MAINTAINED Suits 360
a i I ~ Gay ~ • aoD:o ~ ~ v, n ~ ~ ' ~ l ~ ~ ~ ~ I ~ (NO DISTURBAN SOILS ~ ~ ~ u. ,1~~ _ - y , , ~f~l i ~ , ~ A;t~„ / ;,FV, oFp ca~-~ ° X386 y W. ~ ~ \ , ~ ~ 1 ~ , I i~ ~ OR PLANTING I N ~ ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND Cary, NC 27511
' ~ ' `fl ~ r / ~ ; i jF' kS' ~ / , ~s~~ ~ ~r \ \ I ~ ~ l I I III ~ ~ i h ~ I ! ~ THE FINAL SITE INSPECTION ~'RIOR TO THE CERTIFICATE
. ~ ~ - - ~r J li: f ~ , ~~f v ~ 1 l . ~ ~ ; ~ ~ ~I1, l . A ~ ~~i. ~ ~ / A I . I f,~~ ~~,,i, I OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING Business License # G-496
/ SHALL 8E REMOVED PRIOR TO FINAL SITE INSPECTION Phone [phone]
1 ~c ~ 1 11 i o If1il~ ~ ~ 5. o I FOR THE CO. Fax [phone]
2O TYPE 8 .o , S~N'~ o ; i _ , \ ~ , , , i , , ~ ~ I , : 8~.0~ Bw , ~/,~il!,~l/l/,~,~,~, ~1 l 1~ ~ ~ v r-_..~ , T~AI~L7 ITCH'; ~ ~ ~ I ~ f~`~i~ ~I "i , =4.0 y y ~ , ~ r ~ t ,ff , Bt~FFER WITHIN / i ~~l~1, ~ i~-- _ ~ 1
STREAM BUFFER ~ ,!i ; i ~ ~ ~ ~ ~ ; ; I ~ ~ v, v, ~ 1. > i!; i 1 ~ ' 1 I ~ ! ~ t. , , / ~ SILT DI~W A ! ~ I f i , , 1; ~ T
NO DiSTURBANGE, l o, l c ~ - ~ / ~ \ v ,v ~ ~ 7 ~ , , ~j ~ f i '~///i~,:'~ l q ~'lo~, v~ 1 -'39ff68 ~ \ ~ ~i~1 51 i~ ~i' ~ I 1 ADDITIONAL CONCRETE IS NEEDED A'f THE CORNER OF
~ ~ ~ ~ ~ ~c ~ ~ , \ ~A,1ti,i I I I 1, r~. t.~l)Et OR PLANTING) 1 l ~ ;~/°c~ / ~ s _ _ i c ~ ~ , I ~ , j ~ , ~ A E-G ~ J ~ / rv- ~ ~ I I, ~~~/t ,'f ~ RAMP AS SHOWN ON THiS SHEET. I
ET~I I~~• ll ,r ~ o,`~ ~ I / ~ v / ~ y i 3, l l/~~i ~ J ~ , ~ l , ~ r GMENTAL RE~'.~ININ 1a ; i ~ill,~il~,~ ~ ~ ~ ~ , i GRAPHIC SCALE
~l / , ~ S ~ 103 . A r ~ a ~ M ~ ~ , ~ ll( "l iI W ~ T.BE NE ~ 9 ~ rt i, ~ ~ l~ if l~ 11 / ~ LL.~(M,S a~iCZ V ~ A~~1~,(;,,, ,r ~ ~,l ,~o~
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~ b / ~ r ~ / , ~ S ~NGIN~EER'~ *o v ~ ~ f ~ ~ ~ , ? i , ; ~ ~ f r i~ ~ r ~ f ' ~ ~ ~ T. 10 ~ u°,a4a¢
~ f ~ ~ f ~0\ D~N, l ~ ~ I ~ , , 1. , ? ; I , l; ( I ( IN FEET) a ' m m
r i I I ~ ~ C9? p \ 1 ;r~, ~ m~ ~ ~ 1 inch = 50 f~
`v ~I, l i I,I ~~~~~~~~ry. ~ ~ v ~ti III _ ~ ,
' ~ ~ ~ ~I \ ~ ~ ~ © / ~ 1 ail I I ~ t e • \ v ~oa,v ~ ` ~y v ~u ~ V ~ I t II ~ l r~ ~ ~ ~ ~ ,
~i l~ vv , ,@ v ~ X11 ~ i~ , ,1~~ ~ t ~ y ~ , ~ ~ ~ ~ ~ ~ r ~ ~ v ~ \\~A\ 100 YEAR ;YEAR ~ ~ ~ ~EVLO ENT ®S~E E T FL p o a
,11~~ , ~ , , y ~ ~ ~ v ~ ~ ~ ~ 11 ~ `„i!.: ~ ; v . ~ ~ v ~ ~ FLOOD LIN v ~ ~ ,`v ~ f ~~1.~ / 1 vA \ v ,A~~ ~ ~ ~ ~ hfi}1 ~ ~ ~ ~.r' ~ LIMIT SOD LIN N
.l ! ~ ~ ~ , ~ STOCKPILE v ~ ~ , ~ s fl~t~~`", v . T ~ ~ ~ - J TO ~LA~~ CREEK 1 YEAR 2 YEAR 5 A 10 YEAR ^ ~ N
I ~ I 1 ills ill 1111 ~~11 ,1~ i )~1 ~ ~ v v ` ~ "iV ~~ii~~1 v \I-~. \ l 11 i~1 I~11_I il! II I" ~ '•~v`'v ~ ~ ' u~r~,y~„~~ \ u, ~ II PRE-DEVELOPMENT 6.85 17.12 19.56 21.47 ~ ~
, 1 f I ~ " I ( I i ! ~ (i l ; l I 1 ~ ~ v ~ " v ~ V ~ \ ~ ~ ~o ~ •v ~ SJLT DITC ` ~ ~ ~ ~ y~~ y " v \ v 1,~ ~ 1~ ~ 1 ~ ~ l~ i l I I I~ ~ ~ y ~ ~ ~ ~ x / ~,t t ,1 ~ I ~ ~ POST-DEVELOPMENT 5.44 6.50 11.26 16.97
~ ~ , i ~ < , r I 1.1 I i i it I ~~Il,, ~ , , , e l ~ a ~1 aos.s>~ ~cB I ~ ~~,~~;~~`~~.~v\.w ° ~ ~ 111 1 ; ~ l ~ lr` ~ ~ 1 I ll ~,lv ~ o ~ ~ 1 ~~If ~.,v ~ '~y~ o i ~ 11
~ i ~ , ~ c , ~ ~ ,ill ~ I 1 0~ q ~ ~ ~ 1 450.36 ETC ( \ ~\v ~ ~ y Jv ~ ~ •v 111 ~ 1 ~ ; ~ l ~ ~ , ~ 1 r ~o1~r / 1 1 ff II ~ ,v;~~~ ~ ~ i ; ~ ~ ~ i ~ 1 ~11 11 ~ ~ ~ i p~ww.~ " ~ TO THE ER EEK 1 YEAR 2 Y AR 5 YEAR 1 YEA ~ ~ ~ ~ ° Soooz
r , ~ / ~ / Q 0 v \ A ~ 1 ~ 1~ 1 1, r, i~~ l r l r 1 I ;A\~, ~~r M R 1 ~ v ~ Av v j Wsz,~G ~vUUo
o ~ lF , r l t ~ ~ ,ii ~f~,.',, u, 1,1i ~I~ ~ 1. 1 ~ 1 ~ / ~ ' ~ I i~; 1,, ~KPIL'E X~v v 1 i l ,1, 1 ~ ' f f a~ ~ ~ ~ PRE-DEVELOPMENT 4.11 10.13 11.72 12.86 ~ w ~ W
POST-DEVELOPMENT 3.85 7.75 14,39* 18.26* I z>www `''W
,J ~ / ~ - ~ , i l ill ~l i, , ' /1 ~o~~ err • .r3g~ ~ ~ - - ~ / , 3 ~ r 1 ~,,f f ' i ~ 1 I11 ~j ,(J{r1 i/. ~l/ ~,/1 ~'.li ~ ~ / ? ~ ~ ~ f~f~i 1~- ~l~' ~~I t'~~, ~ _y * SEE DRAINAGE REPORT TO SEE HOW GARY LDO IS MET. d Q 4 ° G L:.I _ _ ~j UUU~y
1~ t ~ ~.~<< ~ ~'~~~it ~ 1~~~ ~ fir/ p~~'-- i ~ ~ ( \ ~ ~ l~nA IG~~~J~j ~~I~ ~ ~C~1~€~~ ' f f ~ Y °i % i ~ ~ l . 7~ ~ r ~ i I ~ } ~ I ~ i'~= a 4 ~ f, t~ ~ ,t ~ J; r - 1 SIGHT ! , I ~i,, , ~ , Q O O ~
1 ~ ~ , ,i. ~ii~ .i, . ~ . ~ , ~ , ~ ~ ' ~ Tf~4,AN~GL i ~ ~ 1 i ~ ~
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~ ~ . l r~'l~, ,i~ ~ 1, 9'~i 1 ~f. ?r~ { i` ~ ~ i ~ l ~ I ~ . r ~i l ~ . ~ 1"~ } ` ' ~ ~ ~ l i. l~'~ ~ 1 I ~ S ~ ~ 1 , ~ ~ 1 ~ / ~ ~ cf l ~ ~ 1 , ~ i ( ( f l 16f) ( \ \ ~ V ~ ~ GROUND
1 ~ l (l ~r~'/Jt ° 1 ! 1 ~ < < ~ t l f~a ~ ~ / ~ :tl~ T" ~ l - ; ( ~ f n 1 ~ ~ ~ ~ ~ ~ ~ i , ~ ~ ~ 'iii ,'~.-,rT,~ i ~ . S ~i , ; ~ r ; i i /l ( f ~ ~ _ ~ t j ,lh r rt rf' 1./.i: .1 ~~,'~f ~r Q - ~ A ~ ff ,T~u-~ I i ` \\f~ r , i , -
i ~,~i ~ ~ ~ 1 1 ~ /T N ~ ' ~ ~0 ~
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~ 1 i ~~r , 5II r ~ ~ R ~ ~ f ~ ' ~ I ~ ~ _p`""',,~.,~, _ l ; I ~ I , , , ~ , ~ I ~ ~ ~ v 'BUFFER / ~~`'e i`~ 1 ! ~ q , ?
/i ~ SS \ Q N N ~ \
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~ ~ \ NIANNGLE ~ 1G~;~3 -
~ ~/~l~~,r/ ~~l S,~/ A~ 1 ~ LV'''~D1;TCH~ I 1 y1~p ~.Av i Y~,,` V~ ~ ~ , y ~„'1' EXISTING iii i~ t , ~1 , v 'v~~ v ~ v . A v ti f . ~ ~ i ~e ~ F~0`~. ~ ~ ELEV. PfM = S:~/.64' ~ ~ N
~~I l~/ ~ ~ i _ 1 / ,~'v ~J ~ ~ ~ r v~ \ ~ ~ ~ ' 1Qry e ~ WETLANDSFLOOD BLDG. / ~ i r' ~ l l 1 ~ \ r ~ i ~ \ \ ;,o. \ \ ~ 111 ~ ESTRICI~ONIINI OD BLDG. ~Q ~ ~ ~ Ii~VEPT IN = 348.82' li~!VERT oUT - 3~-8.72' LINE WITH NORTH AMERICAN GREEN
l \ I ~i l,1 ~ ~1~,~~ ~ ~ r ~ ~ - ~ ~ ~ v v. 'y~~ ''~SIL~T~.aTC, ~ ~ emu.'! TRICTVONIINF.~ ~ , - ~ C125 OR APPROVED EQUAL.
, , , , ~ / I - ~ ~ ~ ~ ~ ~ , i l , , . / l 1 t "F`'. ~ .?7"" / f , ~ ~ ~ ' •e i , 'V~~ ~~r.' A A~'\ A t ~ m I ~ ~ ~ ~ A A~ ~ L~l, ~XJSTING ®~J IST. 15 I e'//
~ ~1~ V~I. ~ ie' Ali ~ I i ~ '~~~A` A" f IJ V ~~V\~~A~.A ~ AA~~ ,11` ~~~1~~ ~ ~~1,.~.~A'~\ ET~~ ~WETLA~NDS \ / b®E PIPE ~~¢,~4 I,,~d
° ~ l i I I ~ ~ ~ I' ~ r f ` -V ~ ~ ~ ~ ~ ~ A ~ l ~ \ ~ ~ V V ~ \ ~ i 1 1 .YtV. V! ~ i ~ ~ 1 \ ~ , ~ G ~ . ~ ~ ~ A V A ~Q `i ~f ~ / ; A ` ~ I I y 370. ~ , ~7A OD~ ~ ~ ~ ,.r , ~ 20' TYPE 'A' N.T.S. b~1 ,`s ~ a e M" • Qa
~ - ~N~,~~ ~~;~'~r ~ gy~~ ~ ~ BUFFER THIN ~ ~ ~ z
~ ~ ~ , ' ~ I i ,1 ' ,sECMEN L~ ~i`` STREAM BUFFER ROI L O ~ • ~ j, ,~,,,y~;~~fTAININ ~ ` (NO DISTURBANCE ~c,a
' //iii s ~ f y ~ ,.C, ~ h ~ , ~1'- ~ OR PLANTING) 1. STORMWATER WETLANDS #1 AND #2 ARE TO r'~`~a~
Q ~ ~ ~ ~ ~ ~ , , i ~ , ~ I i ~ ~ , i . i ~ , ~ ~ I~ ~ I ~ 1 , ~ ~ y ~1I i I . I i ~ I`~ i I ' ' ? ~ I BE CONSTRUCTED WITH EROSION CONTROL ~r~®® Q;b49°
.a ~ ~ ~ f 1 I~ ~ 4 ~ 1 I~ I 1 ~ i ~ R Q ; ,~r~~ ~ ~ i ~ ~,(~l~ fl+i, I y /IIIIW/tip' `~o~° ~ ~ ~ REO o~;k e \ MEASURES AND FUNCTION INITIALLY AS
? ~ ~ ~I ~ ; ~ ~ . 1 ~ f , , I ~ 1 ~ ~ bRY ~R ~ ao~--, ~ 1 ~ I ~ 2 I Q i , ~-r ~ ~ , I I i v ~ , . I' ~ / ~ / f 1 39.00 ~l A~`` ~ ' ~ g ` \ SEDIMENT BASINS. THEY ARE TO BE BUILT
_ ~ ~ ~ ; ~~o;oo ~~,.I r ~ , \ 3.5' DEEP AND HAVE A SKIMMER.
~ ~ I f ,i
~ ~ ~ , ~ ~ n ~ , ~ v ~ i ~ I l ~ , ~ ~ i ~ ~ A , ~OGG~ QF ~At~ ~ ~ j i ~ j ~ , 3 , ~ i f , \ f ~ ~ ~ / / ~ i ~ ~ 1 1 , _ ~ ~i ~ f,.r ~1 ~ r - 370:00 ~ ~A~ ~ ~ ~ K~•Qr`~. ~ FLOOD ~ ~ 2. THE DITCH TO INLET #5 IS TO HAVE A 2'
i .a ~ w. ~ , i r ~ ~ / , , - ~i i I ; SE~G~ A~ ~ 1 ~ 1J~ - ~ ~,511,T ~ - ~~HAZARD,~' - I WIDE BOTTOM WITH 2:1 SIDE SLOPES AND BE
~ ~ i ' , ' / l i , ~ ~ ; ` / ~ ~ LNG ~3~~.5>} a~ , FE ~~V~ SOILS; ~ GRASS-LINED.. ~ 11
f ~~a. ~ ` ~ SU' ~ !Mli~ I, 3. TAIL DITCHES FROM SB~102 AND SB#105
20 TYPE,B, ~ , ~ - ~ . / / i ~ ~ 1. - , ~ I Nr7.5 ~ ~ v F ; ~ '~P~EUaE i(ill'II ` SHALL HAVE 1' WIDE BOTTOM AND BE ~ , ?o Pir `I~ER ~ ~ II ,
LANDSCA ~ . , o ~ ~ ~ T: ~ ~ f i E
STRiP - ~ ~ a~ 1 i.r ~ ; ~ ,.'p ~ ~3) l 1 1 SW2 , ~ ~ ~ ~ FER G) I I `il I~ ~ ~ GRASS-LINED. I I I~, ~
~ G ~TQ~ A ~ ~ ~~p' 1 ~~E ~ jI;I~;11 ~ - ; 4. IF ORIGINAL CHANNELS ARE DISTURBED THEY
12 WIDE CONCRETE DRIVEWAY TO EXISTING - T H e,~ ~ ~ ~ ~ ~ ~ , ~ ~ % ~ , ~o SILT DI C J,, ~ f ~ - ; c,. ~ , , , 0 ~ ~ MA ac 'V~TLA ID , ~p ~ ~ 3 , , i I fI~OWN OFD a WILL HAVE TO BE STABILIZED IN AN ORMAL368 00 ~ ~ Al ~ M ~ ! ~ ~©~F r I I ~ ~ G RY 50' ~ APPROVED MANNER. ~ ~
NCRETE APRON. MAKE EUEN GRADE FROM ROAD - ~ ~ ~ ~ ~ , ~ ~ ~ - - ; ~ ~ j, ~ ; ,1; , ~ ~ ~ ~ofi , oR ~ Z R PA AN ~
TO EXISTING CONCRETE PAD. DO NOT INSTALL DRIVE ~ {~P a BE ~ ~ / F, ~ ~ ~~3~~ -371 TAP O~ DAMS S LT °~i N 1I1 ~ 1= 370.00/ ~ I F€N~ I F~.000~ If~~ ~ UFf R T~ ,`fit w
UNTIL AREA IS STABILIZED AND SILT DITCH CAN _ ~ / ; i ~ ~ - , , i ~ ; ; , ~ ; , ; ~ W ~ ~ , ; 1- /i / , t l ~ i , ~ / , ~ ` / i ~ . P ~ ? ~ ~ ~~10~ ; ~ ifs p REMOVED, _ ~ % ~ 1 i ' lJ,'; ~ r / ; ` ~ ~ ~ ~ ~ r ~E~ ~ % / ~ ~ ~ S of AZA I ~ iI z ~ I ~
~ ~ - l ~ ~f ~ ~ / ~ , / ~ ~ ~ N s~,,~ ~
~ 3~a.,~ -4-~ , I I ; ! , ` ~ ~ - - TR,E FIE NOTES ~ ~ ,
o~ew~ 1 ~f ~ ~ 7~ I~~ r ~ z ~ ~ a~ ~
~ ~=~s , ~ ~ ,III I ~ ~ ' ~ ~ > > > ~ ~ ' ~ t Q J _ ~ _ 1. TREE FENCE SHALL BE INSTALLED AS SHOWN
_ / . v ~ v \ ~ , ~ ~ , ~ , ;FEN-C ~ " 1 13 v ` l f ! t , r 1 ~ ~ ~ ' ~ ~ b~~3!8~' F G~ ~ ,V ~ ~ \ A 'i~ I t ' ~ i 1 ' ~ ~ ~ ~ I' ~ I~ 1 I ~ ~ T ~ ~ , : , ; t AT THE ULTIMATE LO CLEARANCE LINES
y , r 39 .2 ~ TC f / ~ ! ! ~ f \ 4 ASBHA~T~ ~ ~ IL>~~1 1 , ~ z4, ~ SHALL REMAIN IN PLACE UNTIL GENERAL ~ ~,y
- e , ~ v Vv ~ , I , ~ ~ { I l~ % ( ;STOCKPILE -j ~ 39 r I l ~ l I ~ ~ - ; i ~ ~ ~ 39Y~86 , AIL D ~z } ~ ~ ~ ~ 2a'" ccP ' NOTE 2 IS FULFILLED ON EACH LOT. I°°
TEMP.13"0 v v ~ ~ . ( ~ ~ I 1 ARE ~ ' S , ~ ~ ~ ~ . i ~ fig: - ,v ~ , ~ , i I I I ~ 1, ~ ~ ~ sN.
15 -AMP o, ~ v , \ i ~ , ~ ~ I ~ I ~ ~ ~ f I R, ~ ~ ~ ,ate ~ ~I =~~~A~~;a~"'~~ ' 1'~,1~` ~ ~ ~ ~ 2. IN ADDITION FLAGGING OR TAPE SHALL BE ~ ~ 1N = ,i5~: ~ ~ ~ li ; 11 ~ ~ PLACED AT THE CLEARING LIMIT LINES ~ ~ ~
~ v 1~~ I ~ ~ ~ I ~ I ~ ~ ~ ~ [ ~ 31.85' ~~.n 1 ~ I l e i iii ( ~ ~ i) I G 2 ~ '~co w ~ ~ _ ~ ~,~~'~~~~1 ~ ~ lal ~f1, ~ ~ SHOWN ON THESE PLANS FOR ~ ~ ~ ~
/ ~ ~ ~ \ ~ . , v . ~ ~ ~ 90,x5 ' ~ n~.c a W '~fi~~ ~ A~1\~~~~ 1 I ~ ~ 1 ~ • INFRASTRUCTURE CONSTRUCTION. SUCH ~ ~
~ ~ - 0- ~ ~ ` ~ ~ ~ ~ ~ l,!ii ~ FLAGGING OR TAPES MAY BE REMOVED WHEN ~ Q,°
A ESS EASEMENT ~ ~ ~ ~ x v_~ v i ~vA,~ , ~~'~vA , 'y~ . V . ~ ~v ~ _ - _ ~ ~ I ~"a ```u'~"~-o~! Q . ~ ~ _ ~ 11~ ~:,I I V ~ HOME CONSTRUCTION HAS BEGUN. ~ ~ ; r ~ h v~
r ~ W
ENTRY MONUMENT ~ % ~ ~ = ~ ~ ~ ~ ~ ~ ,/1 ~ , . ~ ~ ~ , ~ _ ~ v ~ ~ v - - ~ ~ .o-~ & SIGN EASEMEN I , , ~ v, ~ ~ , ~ ~ , y'~, , r, ~A ~ v , - ; ~ ~ ~ ` `~~,~~`w ~~h~ 1~ ~ ~ 20' TYPE 'B' BUFFER WITHIN'. ~ ~ , ~ ~y ~ I STREAM BUFFER (NO DISTURBANCE
~ o ~ v 1v ~ l v v v ~ _ - ~ ~ \ ~ DIVERS ON,'~DI,TC \ 7 ,TEMP.~'2 ~ ~A- - r ~ A ~ z ~ ~ ~ I III ~ I, ~ i" ~ OC =aa~ ~`I` ~ \ ~ OR PLANTING)
~ ~ y~ v~= ~ STD. CON,STRr \ ~ \ \ . \ \ J ~~2 C \ ~ \ _c~ ur~ BRICK ENTRY ;v ~ v~ , ~V~ ~ -h_ ~ v, ~ ,~f ~v _ -v
MONUMENTS ~ ENTRANCE, ~ _ - - ~ \ \ V v v v .ev ~h- / ~ . ~ ` J ~ \ \ y ~ \ \ \ ~ ' ~ \ \ ~"```..-~~r-~ ~ ~ ~ °A...~.. 'rte _ 8e WALLS ~ ~ Fxl , Q ~ I I v v 4 v,~ ~,M v v, ,V v Vy v v ~ ~ ,vv` ,v. ~ ~ ~ V ~ 1 ' 1~ J~ I' ~ o~~~ ~ I \\`,~A1~~,~'', `~I~ I I~~~
i,,, E y
. - _ \ ~ ~ \ \ ~ ~ ~ ~ \ ; ~ ~ ~ ~FENN~ ~ ,DIVERSl'4 _
1 r TP/ CL. A \ V ~ ~ ~ IS~iRfP~l_ ~'J~ L,?f' ~ ~ ~ ~ ~ ~ ~ i I - _ _ ~ ~.I~ ~ ~I I ~ I ~ ,ail/i'~~ ~a ~ v~i~i~o~E ~ ~
' P TF' ' J v ~ ~ , ~ ~ ~ ~ ~ ~ ~ - I I I ~ \ ~ ~ ~ ~ ~ ~,0~'x.~2j~' I~ ~ ~ ELE\.'. PIM = 3Go.89'
ELEC. 80X ~ , ~ TRANS l I i \ ~ r' V ' ~ A ~P' ~ . ~ _ ~ ~ ~ I ~ ~'~1~( j' ~ I~~I/ ~ ~ ~ I!!\IVE°T ICI = 3~G.84'
I , ~ 1 ~ ~ Fem.; ~ \ \ `.ST-OCKPILE ~ ~ ' ( J~ f~~~'', ~ ~ r ~ ~ 3 i j ~ ~ , ~ /~o I Q I,~I'~ERT 8UT 5r". , 5'
~ ~ \ ~ ` ~ \ \ `~1 ASE ~
I , ~~~~1~,~1~,~,~0~1 t~~~,~~~"'~~ I~, JOB ~ 800.05
~ ~ I ~ ~ i` i t r ~ ! I ~ ~ . , 11 ~ ~ DSN/CHK 8Y. ~ PNJ
I ~ ~ \ \ \i;"'QED\OAh~~ \ ~ ~ ti / A ~ ~ a `F,C1PL,4c;. ~ AV ~ ~ \ ~'s~" TWIi+~ i)p14 ` ~'j ~ , , ~"~~Il,~p, DWN BY; JED
~ ~ A A A o A ~ A ~ 1 ~ f I l ~ - DATE: Q7/29/2008 ~ ~ ; r ~ 1, ~ ~ ~~~bl ~
~ V A A \ Y~t'~"~ TWIivf t,1FP~, ~ \ \ V ! ~ ~ I I I I (OI I i i I I I i l ' ~ ~ ~ ~ ~ u~ HRZ SCALE: 1"=50'
I~ O A A i ~ i ~ l ~ y , 1 ~ I l, ~ i I ~'V ~ ~ , ~ ~ ~ ~ ~ I I ' I I (I { i ~ ! r I ~ ~ I j ~ I ~ ~y . = ~ ~ VRT SCALE, NONE
~ f ~ , 1 i ~ ~ ~ I l I I, I , ~ I ~ ~ I I ~ I, ~ ~ l l ~ r' i ' ~ I ~ ~ ~ ~ 100 YEAR ~ ~ 0$-~~-On
~ I !I i ~ i ~ ~ f ~ , l i l i~ i . I ~ I i 1 i f ~ - ~ ~ r I I , ~ ~ ~.CI %lflfl 61 Il[~ ri nr~n ~ "s ~r I
I- LU
IC -14 I ! ®TRICTION LlMIL) 11-4 r- 1 APPROVED SHEET NO.
EXIST. FH 15 LINE j N!ANHGLE # 15768 TOWN F CA 19 POPL ELEV. Rlly 565.89' Approved by Date
16 BOLTED SHAT
9~,...., SS 17 planning Date____..-
SS ItE ®I I Engineering Date
I I'MEMMEMMI

® °1 IJ~ANHCLE 321
ELEV. RIM = 34u.34 T IIJVEP,T IPI = 340.3?'
IIJVEP.7 1N 339.16' ~IJVERT OUT = 335.0>
/ ~ 3751Nafnut Strut
1. TO MINIMIZE DAMAGE TO EXISTING CHAMPION TREES NEAR THE INTERIOR EDGE OF BUFFERS AND Suite 360
'~5~' ~ I STREETSCAPES, THE CONTRACTOR SHALL CUT MINIMUM Cary, NC 27511
I~APIHULE ~ 1553 ~ / 2-FOOT TRENCHES ALONG THE LIMITS OF DISTURBANCE,
ELEV. RIM = 3b2.97` IrJVERt IN = 354.65' MANHOLE ~ 422 v / / ~ ~ SO AS TO GUT, RATHER THAN TEAR, ROOTS. Business License # C-496
IiJVERT uUT = 3;3.4;' ELEV. Pofi4 = 356.89 INVERT IN = 350.75 / / NCGS MGNUMENT 'CRAB' Phone [phone]
~ INVERT 6Ut =:;50.56' ~ ~5 N = 750,724,6678 THE TREE PROTECTION FENCE SHALL BE MAINTAINED
FAHNHGLE $ 1555 ELEV, Pill = 3E 7.i4' / ~ / / (n ~ NAD 8364'634'633 ON THE SITE UNTIL ALL SITE WORK 1S COMPLETED AND Fa.x~ {919}4070-7637 / ~ ~ THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE
INVERT IN = 359.07 ~ -s5 ~ i; P;VERT OUi = 355.99' % i _ OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING
~ , , t ; ~ , ,/,,r/~ ~ ;
k Landin Condominium ~i ~ ~ ~ Chesapea e g / „ , ' ~ FORLTHBEC~ MOVED PRIOR TO FINAL SITE INSPECTION
Deed Book 6710 9'~ ~ ~ ~ - s
MANHOLE N, rS'J ~ ~ ~ } (T~WN OF GARY
EiE'v'. P,IM = 3FE.3T ~ J~„~~o 1 % ~ //~i` i 0 ~ Mnt`JHOLE N N45 Im'dERi IN = SStaC' ~ / %i`!' ~ - /j / ~ ° 1 / ; ELE~/. RIl3 = ~~i44o ItiVERi 007 = S6i.3< / j ~ %'.~-.~o'~--~~'~ j~~ i jP^ ,,c~l ~ i D ed Book 4331 Pg 255 Y
IN\~ERi IN = fJOi SUR~i. ~ i ~ = . ~.e. t_ .-1 % ~ is INVERT JUT , IJO'I SURV, ~ ' / t ~v, pPEN 5PACE ~
_ 1 ~e~~ ~ ~ SIDEWALK NOTE ~Smmm
~ ® ~ , i,i ~ ~ ~ i NIP ~ ~ ~ ADDITIONAL CONCRETE IS NEEDED AT THE CORNER OF
/ ~o~/~~~//jam Nti:~~~~-'A~,~i/...~°'.-'i- ~.-~N I ~ - - _ J i,~ ~ /~W'/ ~ /,e~/~ ~ l i// V ~ ~ w~ I CONTRA CORNET ~ ~ RAMP AS SNOV>!N ON THIS SHEET.. CANSRQl~ CORNER
A ~ + I/'Vr ~ i . I lss~i;~ r, , ~ ~ ~,e~ I I' MANHOLE 882 ~ ELEV. RIM = 352.Gt'
~,.-..i • 1 ~ liil ~ ~ '~ij -',v 'v AA ~ ~ ~ BUfFEA I ~ INVEftT 1N = 34d.5t p O ~ 20~ TYPE 'A' INVERT OUT = 34x.58' ~ i S,~~M ~ ~R ~ INVERT IN(APTS~ = 346.7" N ~ N
~ ' e o ~ R000 ~ II I ~ I ~ DP1 V / i % ' ~ A A ~ \ ~ ~ ~I I ( ~ I I I + : STREAM HAZARD ~ ;o/•r ll /I/ / i % ~i' \ A ,A ~ ~ ~ I I i ~ ~ e} ~ \ ~ ~ NO DIST SOILS f. M ~i,, J'~ T~ ~ ~ ~ A ~ ~ l) ~I) w ~ j (NO DISNRBANCE ' N n m
11 t i ~ /i ~ V~ ~ I 1 1 I 11 `v OR PU Now or Formerly / ~ ~r„ / / ; ~ v~ ~ \ I I I I ~ ~ OR PLANING) nl nl O ~ ~ O
John Evons / _ ~ \ ~ 1 ` ~ I , , .I( 1.-~...!' ,l ` ' 'ri`9 ~ \ p v i ~l! i ~ f I ' I I vv
2D' TYPE 'B' ',%~+///~;~t~f~ SWI ~ ~ t i~ II,o~ ~ ~ ~111~ I 1 tl l} ~ v euP~R w,T~N ' ~ / , ~ f ~ ~ ~ A ~ A T ~11b1'r~t+ ~ , / ~ ~ -I ~ ~ 4 Q q ~r ` , ~ ~ BBR OAK HOLLOW LLC
STREAM 8U PE ~ r / . A I 11 ~ I~ l 'l ~ ~ Rau 'i,"/,~imi',,- ,loll ~ ~ `~v ` ~~A \ ~ I („I ~~~/1 (NO DISTU 6 CE i/~.ro o i j i ~ ~ \ ~ ~ VI 1 ~ ` i OR PLANTING I'lIT / / ~ ~ I I I ~ ~ ' ~ ~ , ~(fE ~ Deed Book 12458 Page 487 ~ 0
~ ~lr, 17,, \ ~„1,1111 If,~ ,.~,,.Il~li. ~ ~ ff~ ~ v v , , ,I~,1~, r ~~;/J,
' ~ 1l~ ~l~ , / , r ~ s t 1,, ,1,1,1) 1, ° ; IJ, ~ 1 A ~ 8 ~ ~ ~ ~ , / ~ , '1 ~ ~j6 rli .r I r I• , ~ joooz ~Q~ ~r~ I ~ L~ ~1 UUUO i ,
~ ~.-Q . l;~i , I .III, 9~0'ORN. I , I r~~~ iilr '=~aa~T T.1 ; ~,A. ~ l~l I If. E~M11 o~ ~ ~C_~ f cEX(ST. 10' 1 { I~ O ~ W ~ 13ii W } "A 8cT T' i 1
' r p W. W W V
~ I 1 1~1 Iqq I ` `\\~W \ , ` 1 ~\l ~ a li ~ 4 (p ~ h- Y
+ ' ~ i :f FOOD U ~ ~ ~ Q U U V~~\ i LIMIT ~ of ~ //G`~~ //(n~n O O O
I f f ''rlll'~?t' 1111'Illi~4j1 5 TP t„~~,,.~~~ A V1~ ~i11~ ill ~ V' w , , ~ II, ~I II ~1 I ,o ~ ~ vv.'~. ~ I II I ~v;';, ~.y , A,~, No or Formerly ~ I 1 t _ ~ v A y ~~;1~ ~ . ~ , v ~ , I ' V~ :O nlr II ~ 4}
Herbert Bail ~ I , i; ~ ~ I II °li, li, ~a ,i > I / v I . il.,~ \ ~Ay • t ~h ~ I , ey ~ ~ ~ ' ~ I i ~ r (oh, ~ I ~ i ; / it I , ~ 1 v~ ~ I ( 1 ~ \ v y 1 1 ~ t'', I ..N A hS
~ ` i . I~ /fl~ll (,r/,;/1,,~~//,lil i,l~,~ \ ~11:~,'~,,, ~,~,v,,~,v~0 tll I 6 \ ! ~ r, , r 4~ - ~ `vV i/95 /i, / 1 Ili I , A, , .1 ~ti,~ I l ~ li' lr~l hill , ~ u ~ , ~ f I . 1' ) , I ~ ~ ~ ;Mn~a 000
i ~ i III i ./i 1, Y ~ ~ ~ ! I l 1 ~ ;v I IY ~,1~,;`/~,~~/l,/~,,~~,ill~I,, ~,1~,,, % r~ , ~ ~ f,,,~o~ II ~ II~I,~I ~ y ~ ~ , ~I ll: / ~ !lI( ,~t, ~ %~r~ / I t ,'Gr LI,I II ~ 111(~~, d , ~~~~II ~ ~ f ~ ~~zp= 'r crcx ( I p~f-F-'- + i ` ~ ¢w~Gw
i v I, I I I L;` ";~I"1~~,/'~,/;,i/~1,, ~ , ~ ~ i r,,.~~__ ~ ~~.;t~l ~o~ I i 1 1
i 1 ~~l ,~I~I~,r„~.////„//~.1, ,I ~-/l ~~/%~//-4. i' z ~ ~ I / ~%i, ~~~t1° i l/1/l) ~h) 0 i f >w p I I' jf Il ll7 i I I ~%/i / ~ ~ z~ / ~ f, l ` EIP \ I 0 ~ ~ / ~ , }p It'lil , ~ / / / Gi b ~jl ~i,'~/ , - ~ ~ a~; ~ ~ ` \ , ~ l l; ~ f,'~r ~ /t l ! I .i ~ \ <<'
> , t / ~ 1, ~i((tl _ d ! it ~ ~ ~ I f ~ M /..r ~ ~;/,,,ll,llp~,,,l l 1h,1. \11~ ~l( f l .m..S~ , , I Iii t ` H N ~ N
EIP ~l~l ;//1 /~o~fi/'f ~~I hlll'I{/, 30i^ ~ 11( l~/` ~~\i~'~fl~'~ I ( ( ~ „:r// ;~i~./,III ( , • II ~.il I I I Now or Formed - r ~ ; / ~1, . , , , f ~ r,rlf;, ~ , }i, ~ I I ~ f ~ ~ v ~ _ ~ , ~I i I ~ ~ I ~
~ / /,//~~/;4~~1~1•rl~/;fd I,I~f ll~h'i I I o _ I I} it ' II II~'v~ V~\ ; ~ Etta Harris 1L,,. i r / ,/,J,~` ~~~~r E , ~ ~ ri ~ ~if11 f~ '1 ~ ~ ~ , ~ , ~,1~~ , , A V~., • ~ A ~ . /~i/ ~ ~ M. h r/,////i o ~ o \ r/~, , ~NF \ M.4NHOLC 16GJ (V M eh
t F ~ / ~ l ~ I ~1 ~ vv,, ~ o ! -rye /~%i"////li~f'~' J~~,Id.~~y'V\~ ~r ~ ;1V~V w w ~ . FIAa. ELEV. wta = 5~i ca 0
~ - - 0 ~ , l / rf ~f ~ } `~~\t,1~,~•~~. A,~\ V.' I 00 A ~ ~ . ~ ~ V q A~\ \ ~ 1~ ~ ~ w~ HxIST 0 ~ n l-/ ~ t, ~ ~ o .A \ k Vd Va ~ 7 ~ ,'',i z,--i/~r A T A~. I A ~ A ~o ~.T A ~ Nr HXISTING . INVERT IN = 546.83` Z ~ WETLAND~LOOD BLDG. ' k ESTRIC11ON~l.IN ~ WvERT OUT = 348.72'
v d' ~1a S ~ l 1, 9s-. i ~ l '(l ~~1~1~'~„~ ~ A \.V ~.~V~~A~~,TV, al~ R~ ~,de I rll~~r/~j ~.I~~i`%-%~-~ ~~l i.~,-,lll~l'~~•;~,~, ~ V\~A~,a~.wv~,y ~ »0>,' T' a ( yI A \ v~ A ~ ~I 5 ' ~ ~EXtSTING PE PIPE v ail I En`;wDS ~ -BLACK CREEK
2~ '1 g~tC Sh ( I I l ll ' ~ '''~I ~ / l ' ~ t ~ , ` ~ ~ I ~ ~~01 ~ ~ .,~vv, , v , ~ 1~ <
N 0 / I''~ ~ ~ ,aN! ~ , .o al 11'',11v~~11 1~ 1~'',il\ ~ 1 ~ zD' TYPE 'A' GREENWAY TRAIL ~ ~ ~ t J ~ ~ r ~ ~ ~ BUFFER VATHIN ~ ~ I, w 11 STREAM BUFFER GREEN WAY EASEMENT ~~~o~,
~ / ; ~ 1.' II er y !/I/, I f s > ~ I i h~ ~,wl - ~ ~ I (NO DISTURBANCE e~®°~6 fgpA~ ~l III ~ \ oR PLANnNC) D8 8642, PG 806 ~fj
© / `fart ~ C9~ ~ ~ Ilzeal ~ 'I~I ' I Ill r s EIP R~ ~ _ ~I I'', ,i Ali ~ I,< II ~ I ~ ~i° o n ay ~ f 1 1 Q a Q ~0`~ g E~ EI F <oQ ~ , ~I f ~ ~ ~ ~ / i ~ , I I~ lo~'~,I -'"j,~,'I ~I I PEO GI% +1 g 6 AvO
dgU / 1= ' ~ / I I I ~ ~ ' / / 'I "11(! ~ i III ~ ~ ~,qd ~ / „i i / jl, i ml I ~ III
Q ~ , ~ _ / ~ / , ~ ; / l d ICI II'~n 1 II! 1 't Property of x = i - = P - ~ l > nti i I I ! I ~ . ~ i \ NAZAR /
I , , / , , I I I I, G I ~ Annie Ferrell ~ ; , ~ / ~ / / ~ ` y: , ~ I, I ~ w 11~ eve / ; N t /~l7 ~ _'~i /~,Il,l 1 Iii t\Vo, I~tll 1I I v SOlli ® i~ ~ °Lio~ II ~ o~
2aBTYPE~ '-a,a- , / / ~ j~ ~ I ; I i ~ I ~ ANNIE FERRELL ~R!' ~ / /'ir ~ ii r / ,;~~1~ III, '`/~I%~~~I~~~~~I\~~~1V~~ ~~~~V~ ~°„s~~jllP~l I ~ ~"ey E~'~aR~°
LANDS ~ / " I PROP s>RIaY , ~ , % ~ ! ~ , ~ ~ / i (t i ERTIES COMBINED ~ ~ ; % ~ ~ i, / ~7 ' i I l I ~~~~~,''~~I I III (I ~ WA + ~ ~ E~,~~~~~~ ~I ~~e4 Q~, ®®e®~
D.O.M. 19 12' WIDE CCaVCRETE OR3VEWAY TD Eb511NG ~ ~ , / ~ ~ l L l i / / ~ l~ 1 E i) ~ I I O~ 97, P 783 Tr Ct A` 1 CONCRETE APRON. MAKE EVEN GRADE PROM ROAD ~ _ ~ ~ ~ - / j/ / ; ~onj; ~ / ! ; ~ ~ l i 1 ~ ~ ~ ~ I ~ ~ ~ f r~~~I~ C Y 50' 9'U N / ~ ~~d~'•oY0O1141b'~~~~
I ~ a TO E%ISTWG CONCRETE PAD. 00 NOT INSTALL DRIVE / ~ ~ ) UN11L AREA IS STABIk1ZE0 AND SILT DITCH CAN / 1 / ~ ~ ,l ~ , ljj~'l /G~ ~ k~"~S` ~ 1~ B.O.M,2001,PG,802 RENDVED. / p I I I /Q~- ~/i -s~ ,'~y ~ inm ' ~ I I G M ~ I O N m°0nlli
Property of _ o ~ 1 I l , /r; O i
Annie Ferrell I, ~ ~ ~'~1 „/-;,-~,i>~ s - r , ~ / s ~ - y~ I 11 illl'l~ r~'t ~ , swJ r ~ ZZ ~s•~ ~ ~ ~ x:~xa
/ ~ ~ `~~r`,'i ~ II !ill:/ II > ~ TEMP. Or ~ V A ~ 1' ,I1~ ~ Ii, I I A. ~A\
Tract 5-A1 15" - - = II,i~~:i ~''1i I~'i I~`I ' i z ~s;;4' ~ camROl CO!'~1ER / ~ ' ~ ~ ~ I R ' 7 ; ( ~ I I to ~ ~ J'~1 I)
ry B. a ~ ;L, , I II,I,h,~~~iJ:~v.~ ~ ~ y rye O,M.2001,PG,802 ~ ',1 •.11 ( ~~w 1 I !~l
Or Bdr~ 16' ACCESS EASEMENT / ~ i ~ ~ , '1 ~ ` I~ E, , 1 A • \V ~ ~ ~ ' ~i ir•e EIP , j / y~---~-~ ~ f ~i~i ' wv,~ v~.39>5 _ a
atheC ENTRY MONUMENT / i r \ I'•~~,i\ \ 4,~„`•-~ , _ i N EASEMENT \ . \V'Vw~' ~ ~ - A ~ V A ~ - _ - i~~ ~r~m p, q 4v F\ i ~ 20' TYPE 'B' BUFFER N2THIN --0S~ ~,~'~~~y'Ew~,~qq~h~fl / STREAM BUFFER (NO DISNRBANCE ~,~R~ ~ ,1~~~11I~I8 OR PLANTING)
RICK EN1RY / t V A , ~ ~ V ~L ~I 0~! bar, s~ A ~g4°~D P . \ ~ ~ 74.; C P~ _ ~ ~
MONUMENTS ~ \ , v\ ~,a'\ ••\\~s ~ ~ \ k WALLS ~ / ex fs ~ f ~ ` v A ~ A, . A~\\ _ A . \ \ ~ 'gym,, ~ \ ~\~f„ = ' '~~yo~ ~I~ A I ~~Il~l~ ~1 ~ ~ ~ VERDE PARK.
~ P, \ r. _ ~ A NoW Or ForThefly EXIST. V / I 1 g~ , ~ A_ , ~ ~ VA ~ AvV'v~-. o ~ A V ~ ti ~ AA ~ 11 ~1~~ B.O.M. 1993 Pa e 1173 ~ \ - A , fAAiJHOLE k 969
Allen & Annie Mae Brown ¢~c. eoz I ` ~ m \ ~ ~ : v ~ ~ ~ ~ v`, & TRANS I ~ ~ v A ~ ~ V V Ate, A q . A \ p,.i ~ 1 ~ ~ ~ v V ~ l `..A, A w v`' \ ~ ~ ~ ELEV. RIM = 366.69' ~ ~ 'V AA~~ INVEk? IN 356.84
Zoned R-3Q C IP ~ ji I f v~ A ~ ~..Av\ yv .v v ~ \.,v in le Famii Detached l' ~ , \ \ ~ ~A V r„~`~ ~ ~ I ~ ~ ~ ~ I V IN4ERT OUT = 356.75' ~ ~
I . 5 ~ ~ ~ .
~ ~ ~ \ \ 1 \ L .`0.a, \ \ Z ~;~aa:,AV~'~ ~ \ ~ r~lr'1~~~~I to EXIST. TOWN OF GARY ~
Now or Formerly'....... ® 8 a 1 ~ ~ ,~~na,u~~E ~ ~ ~ ~ ~~n»~~` ~~7 1~ l~ll~~l~~'i~ - , , ~ 30' SAN. SEWER EASEMENT ~ ~ ~ Q
Lawrence Everett & Ruby M. Leslie I ~ I , 1 2 I Zoned R-30 C 1 3 ~ 11 ~ ~ ~ ~ I I ~ 119 ~~1 I~ I ~ ~ OOD BLDG. fl0 NE
srA r~s Single Family ietached I ~ 4 I 1' ` f ~ ~ I ~ ~ R6S`TRICTION LIMI ~ ' LINE ~ WnNHOLE ~ '~~5768
' ~ V EYJSt. fN 1 N ss A ~ 16 ~ E lV s t9 GM ~ ~ ~ i
o N 3 f EI ~ 1//( ,LEV. P,IN = 365.89' 1 ~ ~BOLTEp 6FIUT
Now or Formerly SS ®.(,m 18 ~ 19 / - C3 ~ z
~ SS Ads Ruth H. Walker ~C° Evans Estates Subdivisi - TA
Zoned R-30 C on Lots 1 53 ~ Single Family ketached y~,'°~~ ~ 100 YEAR FLOQD ~ ~ /q ~ ~ , LANE LIMIT (BY lA/~ ~ ~ OTHERS) .tee ~zq
~ B.O.M. 1998 Page 2072 ~...,.o. ( 1 J
- ~ ~ S S SS //J~FlNHOLE ~ A79
S : ~ INLVER7R NI = 350.33' INVEP.T OUT = 35C.36'
Now or Formerly Joseph Roy Bailey ~ INI~/ERT IN(OTHERSV = 362, °,_G
Zoned R-30 C I~
Single Family Detached ~ tJ1 100 YR. FL000 PLAiN ~ ~ ~
W BOM 1993, PAGE 1173 ~ ~i J~
ro'I~a'~ ~ ~ 1Ci~
GRAPHIC SCALE
Too o so Too aao aoo ' Tow+n of Gary ~~~R•~~~c~a~' ~PdDSDSi~,y,^ur,~T~t
/ ~ ~ Greenway Property
B~O.M. 1993 Page 1173
( IAi FEET )
1 inch = iD0 ft.
I MANHOLE ~ 98ti
f_LEJ~. P,IAi = 3T.hp' INVERT M = N(JT SURV, -~y INVEFT Cali = fJ67 SUP,+I.
J48 ~ 890.05
DSN/CHK BY, PNJ
OWN BY; JEO
DATE; 07/29/2008
HRZ SCALE; 1"=100'
VRT SCALE; NONE
APPROVED SHEET NO.
TOWN F C Y
Approved by Date
Planning Date
Engineering Date