19990800 Ver 1_COMPLETE FILE_19990720

' NORTH CAROLINA DEPARTMENT OF
'
x ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE

July 13, 1999
NW
W
-

Martin
Kevin

C:5
S & E C, Inc. tnun 0"
244 West Millbrook Road
JAMES. B.. HUNT JR,
GOVERNOR Raleigh, N. C. 27609
CJ
Subje euse er Basin Riparian Buffer Rules
O 99-146
wavNE n4CDEVITT S & E C Project 99-4470
SECRETARY Capital Commerce Center
_ Highway 1 A & Ligon Mill Road
Wake County
Dear Mr. Martin:
On. May 24, 1999, I met with you at the subject property to conduct a site visit for the above
referenced project. This project is referenced by the Raleigh Regional Office as NBRRO 99-146.
The features represented on the Wake County Soils and the USGS maps were evaluated to determine
their subjectivity to the Neuse Buffer Rule.
f As a result, it was determined that there are two stream features present on the property. An
unnamed tributary to Sanford Creek (the larger feature) is depicted on both maps and is subject to
buffer protection. This feature is delineated on the map received by this Office on May 18, 1999.
The feature begins several hundred feet inside the property line to the south and travel southeast off
property. The other feature present on this tract of land (to the north east) is ephemeral/stormwater
drainage and therefore not subject to the Neuse River Basin: Nutrient Sensitive Waters Management
Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code
T15A:02B.0233 (NCAC 0233).
This letter only addresses the applicability of the Neuse Buffer Rules. Thank you for your attention
to this matter and if this Office can be of any assistance or if you have additional questions, please
do not hesitate to contact us.
Sincerely,
Steve Mitchell
Environmental Scientist
cc: RRO/John Dorney
H:\nbrlet. for\neuse.buf\capcomm.146
3800 BARRETT DRIVE, SUITE 101, RALEIGH, NORTH CAROLINA 27609
PHONE [phone] FAX [phone] B
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Soil & Environmental Consultants, Inc.
244 West Millbrook Road ¦ Raleigh, North Carolina 27609 ¦ [phone] ¦ Fax [phone]
March 24, 1999
Bass Nixon & Kennedy
Attn: Harry Mitchell
7416 Chapel Hill Road -.
Raleigh, NC 27607 `
Re: Capital Commerce Center
Dear Harry:
DETAILED WETLAND REPORT
In March 1999 the property was traversed and the soils, vegetation and hydrology were evaluated
according to procedures described in the "1987 US Army Corps of Engineers Manual for
Identifying and Delineating Wetlands". Based on these guidelines, we have determined that the
tract contains both Jurisdictional Wetland (JW) and "Waters of the US" which are regulated by the
USACE and the NC DEHNR-Division of Water Quality. Additionally, all channel features within
the project areas were evaluated with regard to the "Neuse Basin Rules" and determinations were
conducted to identify perennial and intermittent channels that meet the current minimum buffer
criteria (see Preliminary Wetland Map). All wetland areas on-site are within Neuse Buffers and
have not been separately flagged.
There are three significant issues concerning this project. The first is that the project area contains
JW (see Preliminary Wetland Map). Note that impacts to this area, along with any other previously
permitted impacts, will count toward the 1/3 and I acre impact thresholds. Therefore, "pre-
construction" notification to the USACE and the NC-DENR-DWQ and a "minimization" review
will be required, if impacts in excess of 1/3 acre are proposed.
The second issue is that the tract contains a jurisdictional channel (see Preliminary Wetland Map).
Note that the Corps' policy regarding channels involves the recognition of two types of impact,
minor and major. Basically, minor impacts occur within intermittent channels and major impacts
occur within perennial channels that have a greater value in terms of storm water retention,
sediment removal, aquatic life, etc. The significance of this separation is that minor impacts count
toward the 1/3 and 3 acre thresholds and major impacts count toward the 150 and 500 linear feet
thresholds discussed in the permitting synopsis. Note that this policy is somewhat favorable since
the maximum channel impact threshold, under the Nationwide Permit Program, is 500 linear feet.
We believe that the channel on site is initially not important but it becomes important before
leaving the site. In order to substantiate this determination, we would have to either conduct a site
meeting with the USACE, or obtain an impact permit based on our approximation.
The Division of Water Quality (DWQ) administers an entirely separate set of regulations regarding
channel impacts, and they may have to be notified if permits for more than 150 linear feet are
Soil/Site t?.valwiti<>n ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitig:itio0,,PR kik1?i-i;Onmental Audit,
On-Site Waste Treatment Systems, Evaluation and Design
Permitting Synopsis
S&EC has not reviewed a final site plan nor a wetland survey for this property and cannot
accurately assess the permitting needs. However, applications for Nationwide Permits can be
submitted if the project is designed to impact less than 500 linear feet of channel and less than 3
acres of wetland. Projects that exceed these impact thresholds require an Individual Permit which
involves a more rigorous analysis to determine whether or not the proposed impact is the "least
environmentally damaging practical alternative". The individual permit process should be avoided
since it typically involves compensatory mitigation.
Wetland impact permits are issued on a per-project basis as determined by the USACE. In other
words, impacts on parcels that have been sub-divided from larger tracts are sometimes considered
to be cumulative to existing impacts for the original tract. If this is the case, then thresholds
discussed herein may not apply, and any proposed impact to wetland/channel must be considered
with regard to existing permits.
Prior construction notification is not required by the USACE or DWQ for projects that: are above
headwaters, involve the use of only one permit, have less than 150 linear feet of channel impact
and have less than 1/3 acre of wetland impact. Impacts below headwaters or in the Neuse Basin
require pre-construction notification to the USACE or DWQ respectively, regardless of the impact
area. Headwaters are defined as a stream with an average flow of 5 ft3/second, or a drainage area
of 3,500 acres.
Impacts resulting from commercial development that require notification to DWQ typically require
a storm water pond.
Projects that involve impacts to wetlands in excess of the 1/3 acre for wetlands, and 150 linear feet
for channels, may be subjected to the "minimization process" and mitigation. Mitigation is a
complex process that involves planning and monitoring. Under the current regulations, mitigation
typically results from impacts to channels. Channel mitigation is intended to replace lost
significant aquatic function and value. Therefore, this type of mitigation usually requires that
meanders be created within constructed channels. Furthermore, side-slopes and beds must be re-
vegetated, and rip-rap is discouraged. Mitigation requirements administered by DWQ may also be
fulfilled through payment of $125/linear foot to the Wetland Restoration Fund.
The probability of obtaining permits, permitting requirements and mitigation issues must be
addressed on a case by case basis after the wetland survey has been approved and evaluated with
regard to the site plan.
Please call if you have any questions.
Sincerely,
Kevin Martin KCM/edk
Attachments: Preliminary Wetland Map
Agent Authorization Form
detweild.rht
Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 231 16th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Capital Commerce Center / 99-4470 Date: 5/11/99
Applicant/Owner: James M. Adams County: Wake
Investigator: Kevin Martin State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: abandoned field
Is the site significantly disturbed? No
(Atypical situation) Transit ID: uplands
Is the area a potential problem area? No Plot ID: upland areas
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Smilax rotundifoilia vine FAC 9.
2. Festuca spp. herb FACU 10.
3. Pinus taeda tree FAC 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 66.7%
Remarks:
HYDROLOGY
Recorded Data (describe in remarks) Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Depth to Free Water in Pit: > 12 (in.) Upper 12 Inches
Water-Stained Leaves
Depth to Saturated Soil: > 12 (in.) Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
Remarks:
WLdata.frm
Project # 99-4470up
SOILS
Map Unit Name
(Series and Phase): Cecil sandy loam
Taxonomy (Subgroup): Kanhapludults
Drainage Class: well drained
Field Observations
Confirm Mapped Type? Yes No
Profile Description:
Depth
(ins.) Horizon
0-6 Ap
6-12 Blt
Matrix Color Mottle Colors Mottle Texture, Concretions,
(Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
7.5YR 4/4 sandy loam
2.5YR 5/8 clay
Hvdric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (explain in remarks)
Remarks:
* local USDA Soil Survey referenced
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? No
Hydric Soils Present? No
Is this sampling point within a Wetland? No
Remarks:
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Soil & Environmental Consultants, .Inc.
1.44 W(-st Millbiook Road ¦ Raleigh, Noon (.arolina 27609 ¦ [phone]¦ Fax [phone]
RECEIVEp
- AGENT AUTHORIZATION FORM - MAR 2 6 1999
ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNEI jSS NIXoY
Date
Name:
Address
Address
Phone:
Project Name/Description
March 17, 1999
The Department of the Army
U.S. Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402
James M. Adams
909 S. Main Street
Wake Forest NG 27527
919/556-5418
Capital CommPrc,P Center
Attn: --rdd 7a-1 we.l1
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concem:
I, the current pro pert owner, hereby designate and authorize Soil and Environmental
Consultants, Inc. to act in my behalf as my agent in the processing of permit applications, to
fumish upon request supplemental information in support of applications, etc. from this day
forward. This the 17thday of March, 1999
This notification supersedes any previous correspondence conceming the agent for this project.
James M Aclnmc ? • A&V'W'(1 .
Print Owners Name: Property Owners Signature:
cc Mr. John Dorney
NCDEH&NR - DEM
Water Quality Planning
4401 Reedy Creek Road
Raleigh, NC 27607
cc Mr. Kevin Martin
Soil and Environmental Consultants, Inc
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PARCEL 1DE FICATIO . N NUMBER: 1830,04-90-48 q ~ ~ ~ MINIMUM BUILDING SE'iBACKS; I ~ ?I
~ - I---~- - IND, FRONT' Y ~ 1 ? ARD .a 30 FT, HB FRO NT ~ w
C O?'~ V~ 1840,03.pp.,5300 ~ TOTAL AREA; YARD 30 Fl' F"• I 1 300 ~ I SIDE YARD 15 FT, SID ~ I 1 E YARD ~ 10 Fl'. I (f ~ I I
41.91, AC. .._J ~ REAR YARD = 20 FT, REAR ? I ` . YARD o 30 FT, 1 Q
' ZONING; W 1.._I I
HB (12,47 AC.) I 75 ' ~ I 1 3
WAKE FOREST ROLESVILLE IND, (29,44 AC.) MIDDLE SCHOOL USE: ~J DEVELOPER: 1 JAM ~ . ES M. ADAMS \ 1 1 I
~ ~ COMMERCIAL /INDUSTR I .I SU 909 SOUTH MAIN STR ' V- /INDUSTR EET ~ \ SUBDIVISION WAKE FOR I I I ~ i
j ~ ~ ; RIG EST, N.C. 27587 ~ 1 I I ~j
e h ~ Q ~ ~ HT-0~WAY: 3.11 Q~ 1 Ac, 0 ~ 919 ! 1 I I ~ . ( )556-5418 I I I
~ „ ' ~ ~ ~ NUMBER OF LOTS: ~ I ENGINEER; BASS 1 I I
Ql ~ ~ ~ 0` 14 NIXON AND I 1 I KENNEDY Q I 1 1 O, • 7416 CHAPEL HILL ROAD I I 1
- Q , , T -IOIIRfAIQAI , ~DTH: 100 I II RALEIGH 3 i
I` ~ ~ -,J F1; (IND.) 150 FTI (HB) 150 FT, HB . N,C, 27607 ; I I ~ ) 919 851 I I ( ) -4422 I 1
. ~ ~ ; ; MINIMUM LOTS ' a t ~ ~E, . w ~ t` ~ , 40,000 SOFT. (IND.) 20,000 S CONTACT; ~ I 1 , ~ RY MITCHE I I ~ ~
~y 1ND,) 20,000 SO.FL 11 P,E, 1 \ I I I . 1 MB) ~ 0 O ~ II 1 I
I (l A~ 17) „ AVERAGE LOTS ~ , 120,046 SOFT, ~ II I =
. 4 I - - I _ UNEAA 1 I 1 N . II I I ~ I
; I FEET OF STREETS, T r- r 1725 LF II I I • II I I ~ i
I I I I I I I i I ,I, i i ii I I RCHARD, K I I,~ I UNEAR FEET OF I ~f , sAN, sEWER ' ~ II I wU A~ti II I
~ ! I I t I I I I I I , I , ! I! SUBDIVI I •h I . ~ UNE 3,668 LF ' K~ I I I I / W nn I I I Z 'i
III 'I I'I lil II'I 'i i!i j~,lr ~,;~ONED.Rr-ICU ,~'I I III' I UNEAR I ~ , I I i t I I I I I I i' I I I I I I I I q I I 11 FEET OF WATER UNE; 1,730 LF i 1 I I I` , 3P I I I : i
I I I I I I I I ' I I I I I I I I I I I II I I I, I NOTE; 1. III ALL CON I I I I I u___ I STRUCTION I I I I I I ~ ~ , ~ L____.a , SHALL BE IN ACCORDANC ;L I I I V = ,i 3~ ~ I I I
I I I I I I _ I , C E W I TH T ~___.J _ - : - i---- - I' ! TOwN OF WAKE FOREST HE L____J L____J L__ _ STANDARDS AND.SP . Z C'3 I ~ , ~J v ~I I I I I I I w
_ - I' ECIFICATIONS. s _ ¦ a s= i MEN COURT - ~ _ _ ..J B RBURY OM__ _ _s _ _ ~ ____~r _~v _ ~ _ 2. NO PORTION OF TH • - ~ _ IS PROPERTY LIES WITHIN Fj ~ 14h I = W i
-tt- I ~ FLOOD HAZARD AR A DESIGNATED ".'_~r~'"-"=t1='='=ti'==''~`'='=v".=_it - Y~~_.,=._:a--~ P oa==a=aa=s==as:====a:sss===s = ~ , EA AS NOTED ON . A EY P ODUCTS CO ~ ~
~__~.__,r_.tt._.~.~---n-_-tt- I ~r'~ 'T~ ~.^~:ra~•~::r,~:~^r~: a,. FIRM 37183C0160E - aa¦=r:csa====s=aa¦==a=ass:=sasaa== ~ I ~ti ~ ~ 3 STR ZONE X ~ TREES SHALL BE R ~ PIN ~ I I ~ .03-01-704 ~I I ? US I I ~ ~ .
._~..~,.~~~-n~y• ^ ~ ~ ' - - ED OAK y ~ ~ y ~ , -I r ~ I r ~ r r- r, CALIPER (QUERCUS RUBRA) - 21, " MINIMUM SIZE. 2 ~ Z ED: L I~ I ~ C RI \ I ~I I J I
- - I I I ~ u ~ i I I I i I I I ; ; ~ o I ~ I
I I I I I I I I I I IJ ul ,uti I~ I I I I 1 1 I I I " 1v/ / \ I I I I I I I I I I, ul = h f l I I I I I I I I ~ , i t \ ~ ~ \ ul I ~ ~I ~ j
I I I I I I I I I I I It• u j I I I I I I I I I I ~ I ~ L. II . 287 I I I I I I I I l u xr I I I I I I I I/ I ~ ~ I I I l l+ r 1 I II I ROBEAT P ~ ~ Z~ \ \ I ~M olI , E o ,
I i t I I I I I I I I ,I w ~ l I I J I I I „ ~ 1' I• ETTYJO N ~ \ I I I II f I I _ - I I I I I I I 1'i~ L-----. - ~ ~ ~ I PIN 1830.04-91 219 I ~~t" \ I ~ I I ETH H, HOLDIN ; ~ \ g
I I I I I I I I ~ - r. , USE; VACANT ~ , ~ I I I PIN 1840.03-21- V J \ ; ~I I ~ 22'14
I I I l i I I ~ y`L' - w i i ZONED; INDUSTR ~..-r I I g USE: FORES'LF'ARM : _ , Q cc ,.I I I NED, R-0 ~ I V
I I I i ~ I 37 43 E I . I I 5 \ 4 I I I J ~ \ I I I e, Z ,
I I I I I ~ ~ i , I~ 275.37 I I r 1 ti `J I I I ~ I ~ I. ~ t o~ \ ~ p , I o W \ ~ I i - l ~ \ w
I ~ / , ~ - ~ I, ~ ~ I ~ n 8 E ~ \
J i - \ ! I w ~
- - 1 ~ t~;' Z
~ / / ~ ~ ( tip I I ; ~ ~I ~ 73 ~ 623 SO FT 1 \ I 7
~ ~ , I I h ~ J ! uJ r ;I ! \ ~ ~ ~ ! I ~ ~J Y I
D I ~ ~ I I ~ ~ I ~ ' ~ ~ I \ 1 ~ ..~J I n' ?9 I \ ~ ! II ~
~ I l~ 1 ~ ~ ~ q I I ~ ~ I 1~ J < ~ I ~ ~ \ I
I I \ ` J\ ~ J 5~
p ~ ON \ ~A I ~ ~ I A• J \ I ~
I ' , ~ ~ ~ 92,441 SO.F . I I ~ O P 1 I STREA 9 Q ~ J ~ v " i 1 I I ~ `t 1, X 5 ~ I L
\ ' 1 ~ ~ O 3 ~J I ~ ! I ~ r ! Z t-
J ' , l ' , I, , 88,981 ~ J 4 6 ~ 1 I J. , lA ' 88,981 SOFT. ' 88?691 SO.F . 6 I I I I ! U)
a • • Nl ~N I DATA ~ ~ - s N ~ ! I
DFITMBE~A1Ip RID41J LD1/06T. TN1CE11f Otg10 I i ' ~ 1 ; ` 2 , BEAR=Q OARO GIST. ~ , , I 1 ~ AI e• s+'w• 999A9 B1T ~ . I' YG ~ 7T?190 O.FT• I ~ ~ S~("
120.44 6019 S 45.44'2T'E T20a7 111 ~ / 1 i ~ S'45'4J" 95D.00 nS.54 {7.DI ~ ~ ~ ` ~ E1'1 • ' ` _ SOW24'2TE DS.SO ~ ,I ~ ilp '40 ` " . d !~M? ~ ~ ? ~ ~ 8T? 4 SO FT. I I J , a I I , i! ~ t
' TTb2'44" 674.61 27192 87.56 S 45' ~ ~ ~~C ~ • . I ~ - 2T56"E 271.61 t ~ ~ - 8f 7A. I I ~ I y I ~ I ~ J ( ~ y ~ I ~ I j ~ ,
I PIN 1830.04-81.954 Z I l 1 ~ - I I ~ I I
USE:VACANT ~ I 1 T; a
e"„ , / F, ~ 4 ~ ~ ~ ~ ~t P °k•1 I 196?915 SOFT. ~1~ - ~ I~ I I I r ~R
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r 1 ~ ~ ~ I I I ` ~ to ~ n a $ S4.24'2 'E + ~ I ---1----..-30 PU IC $AN1TAg1' yEq ~ I j R
C1 ~ ~ -..f . 1 - I I / 'I'-~---~... 17
~ \ ~ ' yu l ' ~ \ , ~ I y ~ 1- 49.01 N O I ---1-------___ _ ~9~416 Z
\ / 'F. I ~ ~ ~ ~j l 12 649 SO.F . ' JJ ~ !
\ ~ \ , / ~ ~ to ~'r l~ ' ~ m
~ \ I~ h k I \14 ~ ~ o ~ z ~ 0 " ~ 6t ~
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\ , PIN 1 .04-80-0992 119.084 S0. / SO• J !yQ N ~ r ~
, , 1I USE: OME R sALES 2 I \ o ~ ~ , ~ I ,(e q ~ r y/ O • I ~ I 0 a 1 ~ ~
~ \ ti ~.,o , , . / s J Q 102 1 ~ Jo ti 07 S0. T, J. 0,
~ ,F h ~ , I .,R N , a' ~ ~ ti ti ~ , / \ ,S \S/p / ti ti ~j ~ 0 10 .350 ~ ~ ~ a \ , I J O, FT. 99.168 \ ti S0. FT. 19 R W OJ ~ 1 ~ 5?5 3 SOFT ¢ W'••
i 1
. J ` J ~~.~.i 4 J ~ , \ 50 IAN
b I , ! \ , ~ STREAM BUF R"' ; Q ~c ~ /J I
'`i ESMOND ALLEN AND ARIA(1
I / I ~ SST A \ LORIE H ~ BUFF.E I . MASSEY P I ; ~ ~ ~ PIN ~ ~ O `ST A BUF I , ~ y0 ~ / I ~ a m
\ 1830.04-90-1477 3 I I lg ~ ti• / \ \8 ti USE, MINI STORAGE WAR D~ ~ USE I ~
~ P r \ ZONED,;~18 rug ~
~1\ r / ~ l3 ~ ~ - - 2' ~ ~ ~ - - - f ' - - I ~ H 1 -r•... . asp a- -
~ L- I ~ ~ s Q ~ . n . ,n ~ ~ ,
r\ s,, 3
~ \ a 11\ ~ ESMOND ' y ~ 50 I ; ~ 4
1~ 0 ALLEN AND LORIE H, ~ o~ ~ \0 MASSEY \ . ~Ji' -3830.04-90-1477 ~ • ~ I I ~ 0 RIPARIA »m ~ - ~
\ USE: STO 3.0 I , 3.0 ' \ ~ \ I i REAM BUFFER f 13 . ' 158 , ~
\ ZONED. HB 1 4T5 ' ~ ti 6 ~ ~ \e ~ P 47 5 ` \ N 5 48'5 N 5' 4T29'1W 135,
\ ~ ~ I `i I
I ~1~ ~ ti c'\ \ a J0. P ~S a 8 h ~ JOSEP D ~ \ r ~
9~ ~ 0 s ~ i ONI ~ ~ 1 14 N S d' \ \ 1 ~ 154 ~ /
j QC l~ \J ti 6P ~ USE ~ ~ ~ m 9 Z s \ • ~ , U E. RESI Y LEE AND QL H. LOOP ~ rr 16
~ ~ ~ ~ ~ ~ N r ~ S 1 PATRI PIN 74. ~ 0 ZONED; R- K SU ~ 1683 1 WVAN - i PIN 173 -gg_g~ U ' V ~ l9 z
1 ~ ti \ ti ~r ~ ti s s ~ 9 ~ ~ / ~ U W '1 ~ SE. RE ENTIAL ' R-, AW1CE E, AND
~ N 1 gym' I ~ ~I ss 10 0 1 ~ ~ ZONED: 15 ~ ~ CAROL H, L N . ~ p \ PIN 1749 11
'k `ti \ ~ 8 ~ I ~3 ~ ` I \0 1~/+)~ ' 1 h' \ r- ~J ~ ~ US . q WALLACE p
; ~(r~.~..,<. 0 \ P 3.. , ~ ; ~ m D~ ~ ~p CANT CAROL H. L00 ~P ZONED; R-15 PIN 17 PER
P It m ti 41 ~ D` ~m 4~ s ~~rA~. , ~ ~ m ~ h ~o .~~ri ~ e ~ !a Dc ~;y o P~ ~ \ 1~ 1 ~ 49.01-3351 ~ h 5 u 1~' \ ( ~9 ,~Dc ~ i SE, VACANT ,
, , : ~ P 0 9 ~l CO ~ ~ .*.,k;,g' ~ v ~ ~ 6'~ 20 `ti ~ ZONED: R-1
• ~J ~ ~ ~1 K ~ \ 0 ( ,~~,,onap ~
I ' 1 8g \ . N R .
~ ~ ADD ~ 60' I 2~s ITIONAL 15 G . • ' RIGHT-OF-WAY 9 RIGHT OF WAY I ~ ~ q ~ ti ~ -WAY P ~ ~ ~P ~ ES •
?Oqg DEDICATION , ~ 5 6.5' ~ ~ m ~ ,
~t'/F1 37 I ~ ~ ~ ' 32.5' (I/z OF 65' 8/BI ROADWAY 12.5, 0tiP THES ~ - ~ Y E PLANS ,HAVE BEEN APPROVFn ~np rn?i~T~l 1,,... 6'.. ~ N I _ ~
I I DV Ti u~
3wrt ' EXISTING 3;1 447iT i , i nt UWN OF WAKE FOREST-'-'-- I Rub I UN (l)
CUT /FT Der FOOT b- 3;1 CUT y,*/tt %:"/tt, f PAVEMENT OR FILL i VV ~ F N E~ 4 Der Four _ ~I NE J
v OR Flll 11 LL '11 3~~ cUT OR FILL • ,7
o 4 5` SIDEWALK PAVEMENT DESIGN TO BE VERIFIED MI ,rM , PUBLIC WORKS AND UWuuou 3 - VERIFIED TILIT "J 30 CURB
a CONCRETE 2" - BY GEOTECHNICAL DESIGN ! 2 TOWN OF WAKE F PER SIDEWALK OREST STANDAROS. V PER d GUTTER DATE fANDAROS. I ES
30" CURB 6 GUTTER 2" H PRELIMINARY PAVEMENT DESIGN t9 ENGINEERING
10" CABC 2" H )ESIGN : t• - DEPARTMENT ~ N I 2 DATE 2" H
9" A ASYMMETRICAL WIDENING CROSS SE ON e ABC F I
RE PREVENTION 13 \ DATE )
PI VICINITY MAP - 1 AL CR SS SEC TIi ,6 2 ~ SEC , TI ~ N
NOT TO S ' tel: NOT TO SCALE 6 ~ SUBDIVISION ADMINISTRATOR 37 B- ,
- 37 ' B- B B DATE • SCALE IN FEET
NOT TO SCALE LE 0 50 u ~ A400
T 100 , 1 200 300 W T 0