20020879 Ver 1_COMPLETE FILE_20020605

CivilDesigns, P.A.
Consulting; Civil and Environmental Engineering
3817-C Lawndale Drive
Greensboro, North Carolina 27455
Telephone: [phone]
Fax: [phone]
June 4, 2002
;
Raleigh Regulatory Field Office11
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
RE: Century Oaks on College
Greensboro, Guilford County
CD Project No. 02170
Gentlemen;
IT.
WETLANDS GROUP
WATER QUALITY SECTION .,,...
We are transmitting one copy of site plans along with the Pre-Construction Notification Application
Form for your review and action. We are requesting a Nationwide Permit Number 12 to allow a
stream crossing for a proposed sanitary sewer line to serve a proposed apartment complex. This
stream crossing is required to connect to the existing public sanitary sewer which is located on the far
side of the stream from the property being developed. There are no other available points of connection
to the public sanitary sewer system available to this site.
The total length of stream being disturbed is approximately 20 feet. The crossing is being made at a 90
degree angle to the flow line. A temporary stream crossing will be provided in order to allow
construction equipment to cross the stream during the construction period. The stream will be stabilized
upon completion of construction.
Please let us know of any comments you may have on this submittal. Thank you for your assistance.
Sincerely,
Keith V. Broderick, PE & PLS
enclosures
cc: Barry Dean Hackett
Jamie Buddin
NCDENR, Division of Water Quality w/7 copies enclosure
www.civildesignspa.com
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Office Use Only:
USACE Action ID No. DWQ No.
Form Version May 2002
J
(If any particular item is not applicable to this project, please enter "
PPEU FT, V
1. Processing t
1. Check all of the approval(s) requested for this project: '
Section 404 Permit ? Ri r Riles
Section 10 Permit El Iso 1 WQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Z
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: l`-'l
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Ownet
Name:
Mailin
v 'Pleasant C-?c?rden, N ZZ3t3
Telephone Number: (. ?q - 4 Fax Number: to7
E-mail Address: t
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
e !'. C_
Company Affiliation: , l e RA.
Mailing Address: 3 F t -1 C L. Lt ) A6-, le 1D1kJe
C-,rPpnsloocz? t-AL 2745
Telephone Number: 31>1.? 2 i Z - 5 S4 Z Fax Number: 3 3 c- Z??iZ - S ?°lZ
E-mail Address: k de A c.. C-c?/vx
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size, plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of
2. T.I.P. Project Number or State Project Number (NCDOT Only): tA //A ,
3. Property Identification Number (Tax PIN): 3.141 S, 14,-14041
4. Location
County: Nearest Town: CAfPXA5looro
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): V?onn x-40 ex,+
5
6.
7. Nearest body of water (stream/river/sound/ocean/lake): L)'T -lti > > 6AJO Creek
?PG r
8. River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httv://h2o.enr.state.nc.us/admin/mgp- I
9. Describe the existing conditions on the site and general land ur tl?ervicinity of the
at the time of this application: SA-e. i1 fdru?ll e5.gekkall L, neuv'
Gl.?,',? r? Coo r??
Page 6 of 12
Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
Property size (acres): A-c??S
10. Describe the overall project in detail, including the type of equipment to be ulsed:
a.? v
11. Explain the purpose of the proposed
1V. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
e
VI. Proposed impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Pes c j ?a r Irv s s ? y
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
Jk?l? ?ron?-. loos ?. t?0 O r 4664A

c _a . 6 0.l rlna.•ino orsvlina fill.
• List each impact separately and identify temporary impacts. impacts include, vul are 1wf fil?«? .u. -•-•b, o-----_o,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*•• List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
S
List the total acreage (estimated) of all existing wetlands on the propertyIDCO 9? D?z rT?
Total area of wetland impact proposed: 140 1 X
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact*

u9S• Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

-'--?_ t..... . 1:...:.eA ?.,- -6 -fe anrd acctwintM riff-ran.
?? ??••? •? - - -______ __ __
* List each impact separately and identity temporary impacts. lmpacls uwluuc, uut are riv •.....
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usp.s.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.to22zone.com.
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Z10
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: ?_A/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

?:. ..:?-A r.., rill -envskiinn_ dredainiz.
• List each impact separately and identify temporary impacts. impacu 11mauuc, .,U..v. •?•
flooding, drainage, bulkheads, etc.
Pond Creation ?_\ I AV
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aestnettc, trout pone,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surtace area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
v
k?
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed. 0 I Rr
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wry/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requ' a ents), or other (please identify )?
Yes ? No If you answered "yes", provide the following information: 11? Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Miti ation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
i-A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacit? of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
t,? one
6 2,
Appli n Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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NCGS MON.b218E r~ r 24" CONC. CURB & GUTTER (TYP.) f
SITE DATA. ,
6` THICK (4000 PSI) CONCRETE DUMPSTER TOTAL SITE ACREAGE: 5.096
PQ EX. WELL SEE SEE C-4 NOTE X12 PAD W/OPAQUE WOOD FENCE ENCLOSURE do $ ACRES (222,035.87 S.F.)
A?OF 9 HEAVY-DUTY H PAVEMENT A SEE C-4 GATES. ENCLOSURE SHALL BE 6' TALL (MIN.) RIGHT-OF-WAY DEDICATION: 0.3681 ACRES
AND CONSTRUCTED OF MASONRY, WOOD, OR
7 A/' OTHER OPAQUE MATERIAL APPROVED BY THE SITE ZONING: RM-12 CITY OF GREENSBORO. (ENCLOSURE DESIGN
N" r ~ ro ~r E: o. o 'or 14~ UHT-D TY D. BY OTHERS) TAX MAP#: ACL-1-28-H-893-3, 4,5,6,748
' q~ 1 N 4 ASPHALT PAVEMENT
SIDEWALK 0 - c << SEE .77 E: 5050.65 C.O.G. STANDARDS Ci14 7
TYPE "D` PLANTING YARD ( \J DEED BOOK/PAGE: 3507/1646 i
UL THIS SKEET eT BOOK/PAGE: 7/114
se hL5g7glj i
18 • _ APARTMENTS (LUC=2) I - SETBACKS
r 9~ J / i\ 'R. LD f ° 15 Try, MAILS( d . MAILBOX KIOSKS PER - - -
- - R WNEF 9R OWNER'S REQUIREMENTS, TYPICAL OF '3 - 1.7p
OFF GUILFORD COLLEGE ROAD: 45'/90'
Q rT +~sr' 01. 18 i" 5'R• - \ Tip- T _ \ ` INTERIOR SETBACK: 20
31 - - -
• LOT SIZE CALCULATIONS;
6 13 MINIMUM LOT SIZE (SQ. FT.)
13 co 60 EX. DRIVEWAYS , / y, 3A BBR. i 6 N: 5197.57 FIRST 3 DU 'S 15,000 S.F.
(SEE NOTE #11) 9 e~' ADDITIONAL LOT AREA PER
i CONCRETE DRIVEWAY N:;IZQ.lq E: 5278.12 EIP ~N89'13'49"W ADDITIONAL UNIT (SQ. FT.) 3,630 S.F.
APRON, C.O.G. STD.#416 115
SEE NOTE #10 , 'o O PROPOSED r o s r iT ry
REMOVE EX. DRIVEWAY / ~I + : a s• I BUILDING , i DWELLING UNIT CA(,CULATION:
APRON & PROVIDE 13 yo L - FIRST (3) UNITS - 15.000 S.F. REQUIRED
30 (3 STORY r " CONC. CURB & ) ? 24 UNITS) 9 339 1 4A b - - 4• ~ S.F. ~ ~ ' x- d ,ti 57 UNITS x 3630 S.F. 206.910 S.F. REQUIRED
GUTTER(COG STD.#501Y 5 ~y 26 5 #339 • TOTAL LOT H FOR 60 UHIT* ' 0,919 &F.. .PMAREID TOTAL LOT ANA 446:
TYP. OF 3
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8 T1 '1 5hd N J _ _ - - - $I 1 - _ - NUMBER OF PROPOSED UNITS: 60 DWF~L?„NG UN115
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E: 4792.32 rrl f / E SCHEDULE _TFIT-SPETY _ - - - _ _ _ i I' PARKING REQUIREMENTS:
1~ ~ 0-1 BEDROOM UNITS: 1.5 SPACE tt
CONCRETE SIDEWALK, TYP. - • -a 1 2 BEDROOM UNITS: 1.7T
SEE C-4 Neil "
0-1 BEDROOM UNITS: 22-UNITS x 1.5 - 33 SPACES REQ'D.
1. 4 ~Ac, - • _ N 1 2 BEDROOM UNITS: 36 UNITS x 1.75 - 63 SPACES REQ'D.
s '0 u° CONCRETE SIDEWALK, TYP. In- ti TYPE "D" P NTIN AR SEE OFFICE: 1 SPA./250 S.F.: 1006 S.F./250 - 4 SPACES REQ'D.
14°' SEE SCHEDULE THIS SHEET C-4 csE MLCr-f AH%trnfsroEv*A •:c=~
J TYPE ~ ~ ~ ~ ' '••I 2. 585'41 08 E - _ _ - " eLANTIN2 Y TOTAL PARKING REQUIRED: 100 SPACES REQUIRED
S SCHEDULE THIS-SHRUM TOTAL PARKING PROVIDED: 121 SPACES (INCL. 6 H/C)
PLANTING YARD RATE CHART
YARD MIN. MIN. AVG. MAX, CANOPY TREE UNOERSTORY SHRUB -
- TYPE WIDTH WIDTH WIDTH RATE TREE RATE RATE (FT.) (FT.) (FT.) JLN
STREET YARD B 6 25 2/100 LF(b) 4/100 LF(b) 17/100 LF(c)
TYPE A YARD 50(a) 40(a) 75 4/100 LF(d) 10/100 LF(e) 33/100 LF(eJ)
TYPE 8 YARD 30(c) 25(a) 50 3/100 LF 5/100 LF 25/100 LF(c)
TYPE C YARD 20(0) 15(a) 40 2/100 LF(b) 3/100 LF 17/100 LF(c) NOTES: UALITY SECTION
NCGS MON.P217E TYPE D YARD 5 5 10 2/106 LF 15/100 LF(C) 1. THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO BEGINNING
PARKING LOT NA NA NA 1/12 PARKING SPACES NA NA JG
a). WALLS, A MINIMUM OF FIVE (5) FEET IN HEIGHT CONSTRUCTED OF MASONRY, STONE, OR PRESSURE TREATED LUMBER, ANY EXCAVATION. - OR AN OPAQUE FENCE, A MINIMUM OF FIVE (5) FEET IN HEIGHT, MAY BE USED TO REDUCE THE WIDTHS OF THE 2• BOUNDARY AND EXISTING TOPOGRAPHICLN ORMAT.ION TAKEN FROM PLANS -
PLANTING YARDS BY TEN (10) FEET PROVIDING SUCH REDUCTIONS DO NOT DISTURB THE CRITICAL ROOT ZONE OF PREPARED BY ROBERT E. WILSON, CONTRACTOR SHALL FIELD
EXISTING TREES. VERIFY CONDITIONS. - b). IN STREET PLANTING YARDS, TYPE C AND TYPE D PLANTING YARDS AND PARKING LOTS, UNDERSTORY TREES ANY BE 3. THIS SITE IS NOT LOCATED IN ASPECIAL FLOOD HAZARD ZONE AS
SUBSTITUTED FOR CANOPY TREES AT THE RATE OF TWO (2) UNDERSTORY TREES FOR EVERY CANOPY TREE. DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN
c). CANOPY TREES MAY BE SUBSTITUTED FOR SHRUBS AT THE RATE OF EIGHT (6) SIRINS PER CANOPY TREE AND UNDERSTCRY DEVELOPMENT, DISTANCE TO NEAREST FLOODWAY IS APPROXIMATELY TREES MAY BE SUBSTITUTED FOR SHRUBS AT THE RATE OF FIVE (5) SHRUBS PER UNDERSTORY TREE IF APPROVED BY THE 300' PER COMMUNITY PANEL NO. 375351 0012 C DATED SEPTEMBER 30, 1988. 1981.
URBAN FORESTER OR ENFORCEMENT OFFICER. 4. SOIL TYPES PER GUILFORD COUNTY SOIL SURVEY;
d). TWENTY-FIVE (25) FEET ON CENTER. C1B-CECIL-4JRBAN LAND COMPLEX, 2 TO 10 PERCENT SLOPES
4). TEN (10) FEET ON CENTER, CeC2- CECIL SANDY CLAY LOAM, 6 TO 10 PERCENT SLOPES CcD- CECIL SANDY LOAM, 10 TO 15 PERCENT SLOPES CITY OF GREENSBORO COMMENTS DR 15/29/02
tJ, THREE (3) FEET ON CENTER. AVERAGE SITE SLOPE; 5-E PERCENT NOTE: ON LOTS OF RECORD,(PRIOR TO JULY 1, 1'992) LESS THAN,FIFTY-fIVE THOUSAND #f SOFT. IN AREA NO 5. THE GRADES IN HANDICAP PARKING SPACES AND ACCq$S AISLES SHALL NOT Rowalon Description By Doh
DEVELOPMENT SHALL BE REQUIRED TO PLACE REOUtRED LANDSCAP1N6 ON GREATER THAN IF Mppp) PERCENT (15X) OF fHE SITE. EXCEED 2 PERCENT IN ANY DIRECTION. THE GRADES.A.ONG SIDEWALKS
LEADING FROM;TNE HANDICAP ACCESS AISLES TO THE BUILDING CANOPY TREF SIZE: CANOPY TREES MUST BE A MINIMUM OF TWO (2) INCHES IN CALIPER, IILABIRED SIX (6) INCHES ABOVE ENTRANCE(S) SMALL BE LESS THAN 5 PERCENT.
GRADE, WHEN PLANTED. WHEN MATURE, A CANOPY TREE SNWLD BE FORTY 40) FEET HI14AVE A MINIMUM CROWN WIDTH 6. DIMENSIONS ARE TO-PROPERTY LINE. FACE OF CURB, EDGE OF SIDEWALK, OWFWR1 ? MkCOlKnarc710wG 0 ~1vilL/esi n , i •A. 3817-G towndcN Drly. o j Gre sboro NC. 27158
OF FIFTY -(50 FEET HIGH WHEN PLANTED. WHEN MATURE. A CANOPY TREE SHOULD KW( RO) FEET HIGH AND HAV1i A CENTERLINE OF STRIPE, OR FACE OF BUILDING UNLESS OTHERWISE ND1E0. MINIMUM CROWN WIDTH OF tNIR (3D) FEET HIGH. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND LAYOUT, [Yif) 282-3542 N INC. Consulting Civil and Environmental Enyinar{ny Fax: [phone]
y RStonr tREE SIZE: UNDERSTORY TREES MUST BE A MINFMIM OF QNE.(T) INCH IN CALIPER,, MEASURED SIX (6) 4MC ES S. SEE SHEET C-2 FOR GRADING, DRAINAGE; AND EROSION CONTROL 1t , ROAD ? a5ly
ABOVE GRADE WHEN PLANTED. WHEN MATURE, AN UNOE1(STORY 3REE;SNRAD.IE TWENTY-F(VE..(Z¢)<TQ FORTY (48) FEET NIGH. INFORMATION. SEE SHEET C-3 FOR UTILITY INFORMATION, . rFNC. 27313 A MULTI-FAMILY DEVELOPMENT FOR
9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING WORK IN A88UBSJ ALL APPROVED SHRUBS PLANTED PA044 TO THE EDGE OF PAIININ•G LOTS, ACCESS DRIVES, LOADING PUBLIC STREETS IN ACCORDANCE WITH THE MANUAL OF UNIFORM AND UH. IA~S•G OUTS.IpE STORAGE SIMILE K EVER N !11 AT A MINIM,EA BIZAEOOF EIGHtlEiN t
CENTURY OAKS ON COLLEGE
INCHES. TRAFFIC CONTROL DEVICES (MJTCD) AND THE REGUI*MENTS OF THE C I TY , NCHES, SPREAD OR.HEIOH T, AND REACH A MINIMAM BIT' -;fx F% ) I AND A OF THIRTY HRTY (30) f* GREENSBORO AND N INCHES WITHIN THREE (3) YEARS OF PLANTING. ALL OTHER MAY R N DECI AND SHALL IE T(3) GDOT 337 - 341 GUILFORD COLLEGE ROAD :r: MOREHEAD TONMSHiP, GUILFORD COUNTY, GREENSBORO, NC.
GALLON IN SIZE AS PER ANSI STANDARDS AT THE TIME OF INSTALLATION. 10. THE DRIVEWAY APRON SHALL NAVE A SIX INCH RISE FROM THE EXISTING
GUTTER-LINE TO THE SIDENNLK IN ACCORDANCE WITH THE CITY 0) " GREENSBORO DRIVEWAY,STANDARDS. Osa{ynsd BY: K.090 CK Drown er: D.RUS,SLL Chsoksd BY: K.BROOfRICK _M L-
v THIS A CONCEPTUAL LANDSCAPE PLAN. I. CONLY, IIYY aIRVylyM* Anu U61Y6Z AD anurm IAKLM DRUM UUILP%M r: t ;i•~~!±'' ''e Soobr SHOW Date: 4/16/02 Pmjocl / 02170
THE E APPLICANT MUST SUBMIT A DETAILED {AN API P41N (WH16N0fP1CTS 1HE PIANT T11F;.IINB LOCATIONS) COUNTY HAVE PLANALREADY BEEN REMOVED MAPPREMOVEDIN6 AND DATED ARE 1991 SHOWN FOR 80 I STRUCTURES AND INFORMATION DRIVES iW 4., SANE No.
WIRE! 90 DAYS FROM 149 ISWANC£ OF THE &#J" PERWF 0 RENEW BY' THE PLAN*#AENT. THE LANDSCAPE PLAN MUST APPROVED BY THE PLANNiIVO AR1ME11i PRfOR TO RECEIYN6 =11T ION FOR 12. THE EXISTING WELL SHALL D AND SEALED IN ACCORfAANCE WITH THE _
THE CERTIFICATE OF OCCUPANCY. REQUIREMENTS OF THE GUILFORD COUNTY HEALTH DOWTMENT. CONTRACTOR SHALL TH THE It SMALL /
OBTAIN ALL PERMITS REQUIRED FOR WELL CLOSURE. y t~ Sl rE LAYOUT PLAN
_ x"3.0 2
1i1

v
r
.
,
NOTES` , 4 L
1.Y THE CONTRACTOR SHALL LOCATE W.STI'NG UTILITIES PRIOR TO BEGINNING 8 ALL EROSION CONTROL MEASURES SHALL BE INSTALLE0 IN ACCORDANCE FWINEER'S H4TE OF STQRMIMTER QUANTITY CONTROL; ONTROI: CITY OF GREENSBORO TREE PRESERvATION NOTES: o!
% ANY EXCAVATION. WITH THE DETAILS INCLUDED IN THESE PLANS, THE CITY OF GREENSBORO Z. BOUNDARY EXISTING TOPGGRAPHI-C INFORMATION TAKEN FROM PLANS STANDARDS AND THE NORTH CARQLINA ERDSHAI 'ANO SEDIMENTATION 18 THE BEST Of OUR KNBRLEDOE, BEIIEf AND IN[ORMATION, INFORMATION, 1. CONTACT-THE'CITY OF GREENSBORO URBAN FORESTER AT [phone] 44 fff
PREPARED BY ROBERT E. WILSON, CONTRACTOR SHALL FIELD CONTROL PLANNING AND DESIGN MANUAL. THERE WILL K 'NO SUBSTA?ITIAL INCREASE IN QOINNSTREAM I D004STREAM FLOODING, TO-SET UP A PRECONSTRUCTION MEETING PRIOR TO LAND DISTURBANCE.
VERIFY COND111ON5. 9. THE CONTRACTOR SHALL BE RESPONSfGIE FOR 'I JAINING,ALL EROSION DpAINAOE OR'EROSIDN LEMS A§ A RESULT OF THE PROP( 3. THIS SITE IS NOT LOCATED.IN•A SPECIAL HOOD HAZARD ZONE A9 CONTROL DEVICES, REPLACING ANY DEUI4f N?1 TLS TO PERFORM AS DEVELOPMENT BETWEEf T POINT WiERE THE RUNOFF 0(iCH) OF THE PROPOSED 2. ALL TREE'PROTEprION DEVICES MUST BE INSTALLED PRIOR TO LAND RUNOFF DISCHARGES FROM DISTU2BANCE.,INCLUDJNG THE CUTTING OF ANY TREES. A PENALTY OF t~
DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN INTENDED AND FOR ADDING ANY DEVICES RECi#1 BY REGULATORY T1E PROPERTY TO WH RE E SITE DEVELOPMENT AREA REPRf NT AREA REPRESENTS LESS. ISQOO PER CAY-FOR FAILURE TO INSTALL APPROVED TREE PROTECTION 4i
DEVELOPMENT. DISTANCE TO NEAREST FLOODWAY IS APPROXIMATELY AGENCIES DURING THE CONSTRUCTION PERIOD,",. " THAN 10 PERCENT OF THE„TOTAL DRAINAGE AREA. THEREFORf ` 300' PER COMMUNITY PANEL NO. 3753910012 C HATED SEPTEMBER 30, 1988. 10. THE CONTRACTOR SHALL PROVIDE SEEDING AND' INq ON ALL CONTROL IMPROVEMENT IS EA. THEREFORE, NO QUANTITY MEASURES'MAY APPLY. v
4. SOIL TYPES PER GUILFORD COUNTY SOIL SlN2YEY; DISTURBED AREAS WITHIN 15 WORKING DAYS CALENDAR DAYS, 3. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED PRIOR TO THE v PRE-CONSTRUCTION MEETING C
CUB-CECIL-11RBAWtAND COMPLEX, 2 T40 10 PERCENT SLOPES WHICHEVER IS LESS, FOLLOWING ANY PHASE 'ORADCNG, SEEDING CONSTRUCTION SEQUENCE V
CeC2-"CO9ECIL SANDY CLAY LOAM, B TO 10 PERCENT SLOPES REQUIREMENTS SHALL INCLUDE SOIL PREPARATI(IH, SEED MIXTURES AND CID- CECIL SANDY LOAM, 10 TO 15 PERCENT SLOPES MULCHING AS SPECIFIED, 1. CONTACT CITY OF-OREENSSORO EROSION CONTROL I'NSPE EONTROL INSPECTIONS TO SET UP
AVERAGE SITE SLOPE: ;5-8 PERCENT 11. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING WORK' IN A PRECLINSTRUCTION- CONFERENCE k OBTAIN'GRAD ING PI IN GRADING PERMIT.
S. THE DRIVEWAY AIRlON1 SHALL HAVE A SIX INCH RISE FROM THE EXISTING PUBLIC STREETS IN ACCORDANCE WITH THE ANNUAL OF UNIFORM 2. PERFORM CLEARING-AVO GRUBBING ON PORTIONS Of TM GUTTER LINE TO THE SIDEWALK IN ACCORDANCE WITH THE CITY OF TRAFFIC CONTROL DEVICES (MUTCD) AND THE REQUIREMENTS OF THE CITY INSTALLATION OF TEMPORARY EROSION CONTROL DEVICI RTIONS OF THE SITE TO ALLOW ONTROL DEVICES INCLUDING
GREENSBORO DRIVEWAY STANDARDS. OF GREENSBORO AND NCDOT. CONSTRUCTION ENTRANCE, SEDIMENT TRAPS AND SILT I PS AND SILT FENCE. STABILIZE
6. THE GRADES IN HANDICAP PARING SPACES AND ACCESS.AISLES SHALL NOT TEMPORARY EROSION CONTROL MEASURES. EXCEED 2 PERCENT.IN ANY DIRECTION. THE GRADES ALONG SIDEWALKS 3. COMPLETE CLEARING AND GRUBBING. BEGIN SITE GRADI
LEADING FROM THE HANDICAP ACCESS AISLES TO THE BUILDING 4. INSTALL STORM DRAIN SYSTEM. PROVIDE INLET PROTEf IN SITE GRADING. INLET PROTECTION AS STRUCTURES 9/C
ENTRANCE(S) SHALL BE LESS THAN 5 PERCENT, ARE INSTALLED AND INSTALL RIP-RAP APRON AT OUTI 7. BACKFILL AND COMPACTION REOUIREMENTS; 5. INSTALL OTHER BLRIED UTILITIES. JNSTALL STREAM ? APRON AT OUTLET END. l
ALL FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER AND DEBRIS, oe~ MERE SANITARY SEWER CROSSES STREAM, INSTALL TEI TALL STREAM PROTECTION MEASURES Q I. INSTALL TEMPORARY SILT FENCE
HAVE A PLASTICITY INDEX LESS THAN 30 AND A MAXIMUM DRY DENSITY AT STREAM AFTER STREAM CROSSING IS COMPLETED. COMPLETED.
OF AT,LEAST 90 PCF IN ACCORDANCE WITH ASTM D698, h~ 8. INSTALL CURB AND GUTTER AND AGGREGATE BASE COUR; FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED B" LOOSE PARKING AREAS. SEED, MULCH AND TACK ALL OTHER D TE BASE COURSE ON DRIVES AND ~y W ALL OTHER DISTURBED AREAS. 0 IWIPATY MAP .4
THICKNESS AND BE COMPACTED TO THE FOLLOWING MINIMUMS: Pk ("K j 7. CONSTRUCT BUILDING. Y
UNDER BUILDING AND PAVEMENT: 95 PERCENT WITH TOP 12' AT 100 TOP 8979'; / 8. PAVE DRIVES AND PARKING AREAS. PERCENT UNDER BUILDINGS NV 890.0 j 9. AFTER SITE HAS BECOME STABILIZED, REMOVE ALL REf, N.T.S. EMOVE ALL REMAINING
UNDER SIDEWALKS AND UTILITY PADS: 95 PERCENT TEMPORARY EROSION CONTROL DEVICES, FINE GRADE At FINE GRADE AND STABILIZE
YARD AREAS: 90 PERCENT THOSE AREAS.
(COMPACTION IS PERCENT OF MAXIMUM DRY DENSITY AS / DETERMINED BY ASTM D898). NCGS MON.6218E VAV't RIP RAP APRON
d50=6" dMAX-9" s
11 'Lxl 3'Wxl 5" THICK
VAS ' ~ - - DRAIN TYPICALAGE SUBAREA LIMITS \ y
CB'r.................... TEMPORARY DIVERSION #4 SEE C-5
- SEE c-a ' STORM DRAMIAQE DATA
r 12
50PI (\/30t
AREA DRAIN
889.0
/ r.,.•~rri~...~~f~ r'HUPCit \ I TEMP, SILT ~FE14C INV. 888.0
SEE _ 1 C.O.D. STD/{ 213
.7 ~..."..,,~,..~,,..--mS85E27'41"E STREAM CROSSING O2 CWRIB INLET
TC A 888.0` W/2-TEMP: 42" CMP'S T /C 88. 0
9 / ~y a TV)))J) T C T C 22 LF 15" RCP 8\\ C \ I`1 ' -(SEE SHEET C-3) INV. OUT 888.30
C 1 \ - - _ \ TEMP. SILT FENCE TO
0 2.05% O. C 10 i , T C x.40 I
0 RVATIO~ BE INSTALLED AFTER ® CURB INLET 1 3:33 TREE,PA~SEA
x.;B f r~ oT , T C 1/C V A roa e9a2o 0•r Q _ 291 LF 15" RCP 7 1 UTILITY CROSSING IS 888.30 1;•145 EF 8" RCP JJJ A ~r 'COMPLETED, SEEC-4 INV. IN 884.65
N2s~20 r 4 0 0.65% T 0 1.319 J ~A INV. OUT 884.55
7 iC
SEE. NOTE 6 JJJJJJJ' \V A\1 $ l ~9 "POP': o \V ® CUB INLET 887.90
\ -+Z\\s / 130 LFJ RCP JJ \ 1 1 INV. IN 884.10
00,50 _ - / \ r r C JJ/J~\ ( \ INV. OUT 884.00
EX. ce QVA f/P 1 NB 13'49"W \
` TJP 896.95 A_ - - g AREA DRAIN„
r~ W 889.95 T T - PR&,bSED
TEMPORARY CONSTRUCTION „ BOIL 42 LF 6" "DPE i C 05 1 F 1 R 'F.t.S: I V. 1 1 TOP 887.5 0 6.67% \ 0. \ tr 1 ( INV. 885.0
`ENTRANCE SEE C-4 T / g 0 ~IM~G. r0 1 I
r 0 a~ opt (3 SPEY, 24 UN T-S 3 F.F. V. 890.00 T/C I 11p 1 ' '~\m 1 1 \V I ' r °j © CWR8 INLET
A VC .20 g I . ` I i"' 1 pi I INV. IN 862.10
- C INV. OUT 862.00
„ I
1. t ' , - 071 1 i / r ' \ ` ` o 1 I O CURB INLET
r ~PE,DRAIN, _ F'RE r!71~~N 81 1 ; I T /C 888.00
J N: -
- / C-5 /AREA ~ 1 ' • ' ~ ~ $ I INV. IN 881.10 I I-- INV. OUT 881.00 I _
- 34 LF. rt , 1 I
0_t.q ox", SEE MIN. ) ) )~1~ TREE PRESERVATION #6 N0 SE NOTE ? / f( I I 8 R INLET S 'r I O T /c 3
~r ( l ~•j
/ AREIC - iTEMPORARY DI ~`~i ? / C'1 I INV. IN 879.10
VER SION #2 SEE C-4 ) ) ) ) / Q ( ~ t00'%STREA Mg r ~'Jr ° I INV. OUT 879.00
12 CLEARING LIMITS, TYP. INLET PROTECTION, TYP. i ) R OP/OF'BANK ( 1 i r ~ Elf I~Z, ® CURB INLET
/ AT ALL STRUCTURES, 90453"', rco T/C 877.0
C 4 C 4 / w ~.r.. SEE INV. IN 872.00
INV. OUT 867.00
I / SL a rYa,CE PA K Ne .ec , , ~ i ~~~r
TEMP. SILT FENCE - -aeo- _ _ _ - or, 36-3e , ve E 7 Pb. iJ4 REINFORCED CONCRETE PIPE(RCP)SHALL CONFORM TO ASTM C76, TYPE III, I - - - S~_.~r...... TONGUE AND GROOVE J01tRS.
SE t C-4 - - - zuN,vc aey ra TEMP ARY QIVEf~SION3 ' _ -
_ ua ri- 1 FAMit~~ESiNna' true=2) SEE C~4 m` HDPE PIPE SHALL BE SMOOTH INTERIOR WALL, N-12 AS MANUFACTURED BY
/ I \ L\\ \ ` i / / ' - ' ADVANCED DRAINAGE SYSTEMS, HI-0 AS MANUFACTURED BY HANCOR, OR T~`; a APPROVED EQUAL. HDPE PIPE MAY BE SUBSTITUTED FOR RCP IF ALLOWED
TEMPORARY DIVEit-SION d6 - - _ 12 _ F C 1.` BY THE OWNER AND IF THE HOPE PIPE IS INSTALLED IN.ACCORDANCE WITH
,hK SEE C-4 - Cry DETAIL C5/4,
TREE PROTECTION SEE , 3 O c, CURB INLETS SHALL CONFORM TO COG STANDARD No. 402/412
TEMOORARX SEDIMENT- TRAP Nd:t s _ STORM MANHOLE SHALL CONFORM TO COG STANDARD, No. 400
TQP 33'Wx66 Q
E0TTOM-Y9'Q62'L/2:1 SIDE SLOPES - iI i i ( >Z SEE DETAIL C-5/2 FOR AREA DRAIN
2`-WN:-SEDWWT STORAGE DEPTH
WEIR LENGTH 7' -
SEE
/TEMPORARY SEDIMENT TRAP NO. 2
TOP 20ftI521
NCGS MON.F217E BOTTOM 2ZWx48`L/2:1 SIDE SLOPES TOTAL SITE AREA: 5.0981 ACRES 2' MIN. SEWENT STORAGE DEPTH
WEIR LENGTH 5' TOTAL DISTURBED AREA: 3.41 ACRES
SEE C-4
t3
CITY OF GREENSBORO COMMENTS DR 16/29/02
Rrvis/on DMOdption ey oot.
nra~ VAwwQS ~ • r
Ow XR. ` o F~t c1V1 ~SZ nS, P'A. "Ir. ' Phony. (336) ?dS-3542
HACKETT PROPERTIES, INC. ConsuNing ClvH and Env "nmental Enpt "rllig Far 33 'ZQ2-3392
1152 KEARNS-HACKETT ROAD ow~wl -
PLEASANT GAR6EN, NC. 27313 "r~ A MULTI-FAMILY DEVELOPMENT FOS
L~~nV (336) 6744143
....r "Y OAKS ON COLLEQE
EXISTING PO PRbPOSED ID ntcrotuas' - 3 341 GUILFORD COLLEGE ROAD
- CONTOURS • MOREHIEAD'T4, SHIP, GUVORD COUNTY, GREENSBORO, NC.
^ wnaN y D•Npnad 9 yr K.S1t0®giCK Qrvwa. By aftUSSELL CMakad By: K.BRODERICK
+ 600.00 SPOT ELEVATIONS-
50 • _+~j~ NO.
SILT FENCE - Mcm r- ys...? ..~,rn.~.' SEAL £ Soolr. SH(VPI 4J1V02 Prq~wt / 621
Y'r'1 T1 MUNE 12283 1
fYY'1 QUA D~`A!N ~
1 ,c. 40 n 's.0! a 4.e ERQSiQI~I C FA,
of
t
f,C '@ at

EX. S~,VH TOP ^F,4'68
ENV 855.5
\ \ w
\ \ \ 4 F.F
BORE do JACK 50 LF 14" STEEL
ENCASEMENT PIPE 0.216" WALL THICKNESS \ \ VICINITY MAP Y
\ \ N.T.S.
OPEN CUT FOR TAP LOCATION EX ce
REPAIR PER C.O.G. STD 107 Tpp 897.1 INV P9ao7 '
k /
12"x6" TAPPING SLEEVE do
VALVE W/VALVE BOX NCGS MON.$218E Q ~ (OUTSIDE DROP) \ \ \
FIRE HYDRANT ASSEMBLY W/ T'p F -'I 6" G.V. & VALVE BOX SEMBLY W/ SANITARY SEWER MANHOLE NO. 3 EX. \ \ \
do a- ~'.;P Bdb._fi T \ \ \ BOX 200/202
TOP 888.5 81A \ 1
SANITARY SEWER MANHOLE NC MANHOLE NO. 4 INV. IN 879.00 1 1 •
INV. OUT 872.00 :1 \ 1
/ ' N'` ' EX. WELL SEE NOTE #8 L 0- z ,oE ~A`x `'BD TOP 890.0 890.0
TOP s aauFr ?E '8 114 INV. OUT 884.00 884.00 SANITARY SEWER MANHOLE NO. 2 l o
/ ion=?I 1 1/2- C ~~4~1,~~, DIP WATERLINE (PRIV-- TO 2 IN 1 1/2" CU WATER SERVICE 0 1 1 /-TO 12 INDIVIDUAL 5/8" WATER TOP 860.0 1 11 11
....,5'27'41"E METERS INV. IN 854.80 ME-__ INV. OUT 854.60 1 1 1 1 1 c
/ 0 rx ssmH
TOP 90; 41 * 1 1/2" CU WATER
w1 s9o 5s o~ JJJJJJ/; / ! / SERVICE TO 24 +
0 of INDIVIDUAL 5/8" Elp 20' PRIVATE SANITARY
0 'If / WATER METERS 249 LF.8- SAN. SE PRIVATE 1I SEWER EASEMENT
1 1 t
c~ 898 20 15 N $ 0 2.GG11
N\,631,20 P 5; 2i9 LF 8" SAN. 1 1 60 LF 8" DIP SEWER SEWER PRIVATE ol`-- 1, 1 1 ®1.b0%
2 15" RCP O 7.85
CIO, 18" RCP SANITARY SEWER MANHOLE NO. 1
C N TRUC OVER EX. 8 SAN. SEWER
WV NZ~ 11/ 6. SS .0. hr° G4. 1 1 TOP 860.0
rp ~M ~GQ E/ N 9~ 1340W 11 -NEW 853.3
C.O.G. STD.#213 ' -5578"11 1 NEW INV. IN(W) 854.0
I ; TOP '8s5"» / f~ e y PROPOSED ' a IN 891.73 IfOP Sae ~3 p/~ WV T ` STREAM CROSSING 1 1 1 1 e R W/2-TEMP. 42 `r 1 1 1
Y IN 888.64 NV 8F 1,93 ~O BUILDING i OUT 898.95 / / )1 O i~? 0 CMP'S"~ PUBLIC SANITARY SEWER LINE
stoRr. 14 UNITS).: (SEE SHEET C-2 , ~3 1 EX. 8
~O FOR EROSION CONTROL), X11 t 1 J
{ ti CLEANOUT, (TYP:) rQF~. AvIt
/ SEE
10 V J ate ~ E ' 1 1
SMH
.J' I ^ - 4~, 1 1 nn 8`9.88 _ ~2 44
1.1/2" CU WATER
/ SERVICE M 24
/ INDIVIDUAL 5/8` CDI ~ o.
WATER METERS 4;,
El~
N84'56'01 ••~..r_ 1 ,31. /
/ • ~ FRED D F?.c£R
svNa ,10E PAVx S~BG / 0TS 2,3-- jR
EX. ~;SMH 7 F 1j¢ . 2. W S85' 1 0 E /
` ION.'hG. qM- 13 ON 889.09 - - USE MaL7]-FAMll r A
Ol 882 45 f'-" TTWA( rL;Qa2J . OJ' S8~ S7 ,3 _ / / NOTES:
ry. 1. THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO BEGINNING
/ /-•I ANY EXCAVATION.
/ o 2. BOUNDARY AND EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM PLANS
PREPARED BY ROBERT E. WILSON. CONTRACTOR SHALL FIELD VERIFY CONDITIONS.
3. COORDINATE WITH PLUMBING DRAWINGS FOR DEPTH AND LOCATION OF
/ / r WATER AND SANITARY SEWER UTILITIES INTO BUILDING. 4. CONTRACTOR SHALL PAY ALL MUNICIPAL FEES ASSOCIATED WITH
ESTABLISHING NEW WATER SERVICE. COORDINATE WITH CITY OF
GREENSBORO WATER RESOURCES DEPARTMENT FOR NEW SERVICE. / f. 5. MATERIALS AND CONSTRUCTION OF SANITARY SEWER SERVICE AND WATER
/ - SERVICE SHALL CONFORM TO THE CITY OF GREENSBORO.STANDARDS.
E11. SSMh LOCAL AND STATE PLUMBING CODES. 'OP 85A.G7 6. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING WORK IN
NV 850.48 PUBLIC STREETS IN ACCORDANCE WITH THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND THE REQUIREMENTS OF THE CITY
NCGS MON.#217E OF GREENSBORO AND NCDOT. 7. SEE SHEET C-2 FOR STORM DRAINAGE SYSTEM INFORMATION.
8. THE EXISTING WELL SHALL BE ABANDONED AND SEALED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE GUILFORD COUNTY HEALTH DEPARTMENT: CONTRACTOR SHALL
OBTAIN ALL PERMITS REQUIRED FOR WELL CLOSURE.
I,
CITY OF GREENSBORO COMMENTS DR 15/29/02
Rwia/on D1scNption Br DoM
FiNA1_DI~AwINC0119?RUt1fOw P.A. 3017-C I4wndo/o qMM
OWNERS . ~,n: Civi1De/signs Gnrnaboro: NC, 27455 Phony. (3$0) 262-3542
HACKETT PROPERTIES, INC. Consulting Clv1l and Envlronm~ntol Enginesrfng Fax: 33B 2Q2-5592
1152 KEARNS-HACKETT ROAD
PLEASANT GARDEN, NC. 27313 nruxrAa~seu A MULTI-FAMILY DEVELOPMENT FOR
r [phone] CENTURY OAKS ON. COLLEGE
3- 341 GUILFORD COLLEGE ROAD cnol+ ~ MOREHEAD T0MMIP, GUILFORD COUNTY, GREG€NSBORO NC.
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