20020512 Ver 1_COMPLETE FILE_20020404

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LETTER OF TRANSMITTAL
909 Market Street
Wilmington, NC 28401
910.762.4200 0 FAX: [phone]
TO: NCDENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
ATTENTION: John Dorney
DATE: 5/28/02 JOB NO.: 10366.30.WL
RE: Wetland Impact Permits
Immaculate Conception Catholic Church
6650 Carolina Beach Road
Wilmington, NC
We are sending via:
0 Overnight 0 Regular Mail 0 Pick-up
The following items:
0 Correspondence 0 Plans F-1 Specifications
r a?a,e
lOUZ ,
0 AV4
' n red
Other as l isted below:'- °'ti .
COPIES DATE NO. DESCRIPTION
2 Sheet 4 - Grading, Drainage & Erosion Control (Revised)
THESE ARE TRANSMITTED as checked below:
ex For Approval B As requested e Approved as submitted e Returned for corrections
For your use For review and comment Approved as noted Forward to subcontractor
REMARKS:
The revisions include over sizing the outlet pipe under the road crossing from 36" to 48" and lowering/burying
the invert by 12". Please give us a call if you have any questions or require further information. Thank you.
COPY TO: James Hintz, Chairman Bldg Com., ICCC SIGNED: N . 4AM'_.k_
Joanne Steenhuis-DWQ, File: 10366.30.WL Mark N. Hargro , PE
ot0? w A T?9pG Michael F. Easley
\ Governor
r!J r William G. Ross, Jr., Secretary
> Department of Environment and Natural Resources
o r
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
April 10, 2002
DWQ# 02-0512
New Hanover County
Diocese of Raleigh, Immaculate Conception Catholic Church
C/o Mark N. Hargrove
715 Nazareth Street
Raleigh, NC, 27606-2187
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Hargrove:
You have our approval, in accordance with the attached conditions, to place fill in 0.03 acre of wetlands and permanent fill in 86
linear feet and temporary impacts to 44 linear feet of an unnamed tributary to Lords Creek in order to construct a road crossing at the
Immaculate Conception Catholic Church in New Hanover County, as described in your application received by the Division of Water
Quality on April 4, 2002. After reviewing your application, we have determined that this fill is covered by General Water Quality
Certification Numbers 3375 and 3362, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification
allows you to use Nationwide Permit Numbers 14 and 18 when issued by the U.S. Army Corps of Engineers. In addition, you should get
any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires
unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification, as well as the additional condition
listed below:
An additional condition is that a final, written stormwater management plan shall be approved in writing by this Office before the
impacts specified in this Certification occur. The stormwater management plan must include plans and specifications for stormwater
management facilities designed to remove 85% TSS according to the most recent version of the NC DENR Stormwater Best
Management Practices Manual. Also, before any permanent building is occupied at the subject site, the facilities, as approved by this
Office, shall be constructed and operational, and the stormwater management plan, as approved by this Office, shall be implemented.
The structural stormwater practices and well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality. Your state stormwater permit will
likely meet this condition, so you may satisfy this condition by providing a copy of your state stormwater permit approval letter to this
office.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Joanne Steenhuis in DWQ's Wilmington Regional Office at 910-395-3900 or Cyndi Karoly in the Central
Office in Raleigh 919-733-9721.
incerely,
J. Th , Ph.D.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Btvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/

Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.
leaving the space blank.
1. Processing
L "N'
FIE' U
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
1. Ch k all of the approval(s) requested for this project:
[v? Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: ?IV? g 4 hlW?
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: Z
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name:'pIDGESF" OF RA1-l? 16?-4f Jt-WAU)LATE- C04cc-PT1DO CATIFo[-lC G}H,(P-t.?
Mailing Address: 7(5 A-1A i-9 S 117-En-
V=AL-nire44 ML 7- 76esL-7-( %7
Telephone Number: 10 79 /Oo Fax Number:
E-mail Address:
2. Agent 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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
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 project: (MMAGLILA7S G014 cyrmbf-1 CA-'I4 X_JC_ <L(VW-C4 - P(-Ase 11--
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): ' 313L- lp - 3 (A - Z 63o
4. Location
County: nJevJ A_Af Ddfe? Nearest Town: VJ I W(a14-Tb ?
Subdivision name (include phase/lot number):_ t4A
Directions to site (include road numbers, landmarks, etc.): o pip Uc, gw 11
9FMp)(,. 314- MILE SouTP of rl LOTS 1u D`E Atiftvr
5. Site coordinates, if available (UTM or Lat/Long): LA,1: 34w,0&'3$.I 8" L"! 77°5S'S6•gS"
(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.)
6. Describe the existing land use or condition of the site at the time of this application:
t XW STI f1-6_ C. W fU d gu 1 L-D 1 tJ4. W 1 T4 ASSoC wrep F'A(L l lt=.
7. Property size (acres): 70.1
8. Nearest body of water (stream/river/sound/ocean/lake): t4T ro L-oW S 44 X
9. River Basin: G,A PF P?C.-P_-
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 12

10. Describe the purpose of the proposed work: "Fp c-kF -rE 8- ,644 66 9CUO p6IZ A
f-k1 AVV- tLoAb utcssl ?? -ro ?0.041DE ACCESS To EAsTL7M f-1t>1LT lo#l
Or- t (TE . A s4-16LF STORµ DRaud C.J?OSSI46 WILL God tIl OISCAAC6F
Imo tA DEq-E-La P" AV-EA -M OIJ A . 1.14k'E 4et.F- Tb BE F IL.-L ED rbP. usABLF WA
11. List the type of equipment to be used to construct the project: -; J AD1-r 1oOA-L- t4R-To
kAiD- IaG UFOUtPMOI-r 146WDI"N bACV-4puS 4 ?-%JLLDa'-E>eS
12. Describe the land use in the vicinity of this project: FX1S-T 46 SITE 15 K IMAEW-(
UANP?VqV?D, P>UT 1?5 A? E?tsr1, 444W BUILD1a-E i PAR-K194 or-ITS 50 u-rk" SIDE . VETS I Dal 9TIAL t Rdf"-rl tL5 L w 70 7)4E }.Arm+
4 Svtm+4 . TLA E S I'TIE 1 S TWO AD ctit 7-t1E WEST W UtJ0"ELOPE D %)DoDS .
IV. 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.
)4
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:
?Jv . 't 4- FSV-E P15? M ITS A #4D D I STIA r- bAcACE•S W I LL_ Stl Ft~ I c t Eti1TL,4
E-Or aF
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
I. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each im act se arat 1 d
d f i
V p e y an ent? y temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
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://v Anv.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.)
List the total acreage (estimated) of existing wetlands on the property:_ c-
Total area of wetland impact proposed: n , 032 A C-
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
1 N wP 4
2
NwP 14
Type of Impact*

9NAV COO&A ,

4 ?r?Rr
MW Length of
Impact
(linear feet)

4
Stream Name* *

e l<

ry
> Average Width
of Stream
Before Impact
3c t

5' Perennial or
Intermittent?
(please specify)
N M
MN7

? T
ANUAr 14 Y o LOLDS CK 38'
N Msr4T
77
1 1 1 1

- - - r -• ??r? w -duly -111pulaiy jmpacis. impacts inciuoe, out are not limited to: culverts and associated rip-rap,
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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: SL P ZZm
Page 8 of 12

3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. t4A
Open Water Impact
Site Number

(indicate on map)
Type of ImPact* Area of
Impact

(acres)
Name of Waterbody

(if applicable) Type of Waterbody

(lake, pond, estuary, sound,

bay, ocean, etc.)

-- -' ---•- ••••r-^ °-r-'-•-v °••" •`•`••... """N"'°'1 ""Na"?• -1pa6tJ 11161UUr, uul drC 1101 IIRIIICa to: till, excavation, areaging,
flooding, drainage, bulkheads, etc.
4. Pond Creation 11?A
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): D uplands F? 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, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface 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.
?aD C.?SS1?lb ?4e?iOES POST .FEp+SiSLE_ A?ccESS 7 F?ST7r?ti?
c''02-r1or? o lr ttTt= Nl1tSI FAtJ l,k 9-oA4> W1 DT44 I S USF-D . 5-Toatu DEAIJ
Gftossr..lG is kL?t_cE4sA Vr 4 Fo(L C-6oJt^41.srs RUtApFF -re, Po,'-ID. -rWS
Gfi. ob % -cis !,-r Mo ST 4A-tlo W Pot 0T 1a 57R. tWA -JI- , CT I SM-A-'ED
-- W?T`A?lr?s ?S i1?G?SP?-? Ta Gft>??•7? Usa-P?t? P*RE? • Tl?
D ol.l-rtb?-1 WILL o?IL?{ TE/VIPD(tAi?.IL? IMP/??'r
VIII. Mitigation <-."w Dp.A14
sole TL-Alo DS .
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
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/strmglde.htm]. ?AA
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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into 'the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/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. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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 7 No F]
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
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 Requirements), or other (please identify )?
Yes 7 No ?R If you answered "yes", provide the following information:
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
Mitigation
1 3
2 1.5
Total
c.vuc cxienus oui Ou axt perpenureuiar from near oanK or cnannei; Gone Z extenos 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 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
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.
-TOTA L SI Tie PfiEA ' 7X i I a L 1 M PM\11oo S AREA
A WET PkTp-_4Tn c. Po A D W I -r P F:yR-r DA-I W t L.L ? Zc,4 1D F TS,- R_tcntioJA-C.
Ati1v PROPER, STogAGe 4 tE op FaR - 1ACH c1=
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes F_? No
Is this an after-the-fact permit application?
Yes ? No
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).

Applicant/Agent's Signature bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
F
oicKSON
909 Market Street
Wilmington, NC 28401
910.762.4200 0 FAX: [phone]

TO: NCDENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
ATTENTION: John Dorney
We are sending via:

I LETTER OF TRANSMITTAL
LUME?'. 4/2/02 1 JOB NO.: 10366.30.WL
RE: Wetland Impact Permits
Immaculate Conception Catholic Church
6650 Carolina Beach Road
Wilmington, NC
0 Overnight 0 Regular Mail F-1 Pick-up F-] Hand Delivered
The following items:
0 Correspondence El Plans 0 Specifications Other as listed below:
COPIES DATE NO. DESCRIPTION
1 Pre-Construction Notification Application Form
7 Sheet 12-Wetland Disturbance Map
1 Check No. 10528 for $200.00
7 Sheet 4 - Gradinq, Drainage & Erosion Control
THESE ARE TRANSMITTED as checked below:
ex For Approval e As requested e Approved as submitted 8 Returned for corrections
For your use For review and comment Approved as noted Forward to subcontractor
REMARKS:
Please aive us a call if you have anv auestions or require further information. Thank vou.
COPY TO: James Hintz. Chairman Bldg Com., ICCC SIGNED: A" 'V r "4nP'f_
Joanne Steenhuis-DWQ, File: 10366.30.WL Mark N. Hargro , PE
IMMACULATE CONCEPTION CHURCH
INVOICE INVOICE INVOICE
DATE NUMBER DESCRIPTION
03/27/02 Wetland Im Wetland Impact Fee
lUSCb
INVOICE DIST. DIST.
AMOUNT ACCOUNT AMOUNT
200.00 712530 200.00
VENDOR: 000167 Ncdenr Dwq
IMPORTANT NOTE! ~ .~j r, r:4a~w ! t`rire i / ,.?Yi, /r;\\~ ! I t CULVERTS
_ NOTES: _ J" N ~ ,
~S ir-- OTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS r . .i ALL N TO 1. DATE OF TOPOGRAPHIC SURVEY NOVEMBER 14, 2001. % r r. - - r ! . " ~ ~ r r,, r , a ne , ,:',fa'r';.,. ~ a.
y BURTON LN THE RESPONSIBILITY OF ALL CONTRACTORS AND TRADES = ' ~ ~ r` ~ N COORDINATE THE INSTALLATION OF THEIR WORK WITH THE 2. LOCATIONI ~ UNDERGROUND UTIUifES IS BASED UPON r J % , . r' ~ ~ r , .z , s , , ; PEE TYPE SIZE LENGTH SLOPE UPSTRM DNS M rc r fr~ i~ a I r, -~~t,k ~ e a f ~ i , , ~ _ '?,a ~ e ' , ~ I ` ~ N0. IN. FT. X INVERT IN T
y INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND ylg8~ EVIDENCE IN THE FIELD. ADDI110NAL UTILITIES MAY r' ~ f' ~..-'%'y , r' x. t s-,ti ~ ELEV. 1
~ F TRADES. THE REQUIRMENTS OF THE DRAWINGS, GENERAL EXIST. CONTRACTORS TO NOTIFY APPROPRIATE UTIIJTY ~ ..x~'r' ni",.. ' ~ ~ 4 W SEANEW RD , i f .i' r^+..~ r SITE ~ ~ REQUIRMENTS AND ALL ITEMS OF THE CONTRACT DOCUMENTS COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. ' r -4^k ! 1 tom. ~ t.f ::r" ! ; ,5„t~,K % ik.~ j t r .sr~, " ~ i ~ 1 ~ ~ 1• RCP 30 83' 0.5 14.42 14.
~ ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES, _ ? P 1 i t
EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE , 't~;..~.,~o•,;~/~ r , ~ Z a~` 3. INDIVIDUAL TREES SHOWN ARE REGULATED TREES. " .^..,,{.'r_ ' ~f; , ci` CONTRACT DOCUMENTS FOR HIS EMPLOYEES' USE ON THE I ~ t~ ~ ~ ,~R _ ` , ,.,ar.~~ -r 5-_. _ • .tfa',~ ~ , 2 Rf~P 30 78 1.0 15.20 t4. 2
~ ~ PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED j 4. TOTAL DISTURBED AREA = 6.82 ACRES " _ t r`~ ` u•o.~ r ~ _ . a~"CCg i~ ~ ~'v. r..,L [•,v v ,7 n-f l~e~&''P. '(i0a lg 1~ ~ , ~ i - i , ' 3 RCP 30 125 0.5 t5.82 t .
D AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND I ! , nr~ / TRADES. '°°="'S. SPOTS SHOWN NEAR CURBS ARE AT GUTTER ELEVATION. ; _ _,..,~.:;~,w, r;' ; ' r ~ fw.. ~fl.4~.~ .L ~'ihk ~ I
.r n- +rnak 4 RCP 15 84 4.3 19,36 15.2 ; , ~ r;{ j ~
' ~-r? ~s~ . ~ ~ ' j ~ - 5 RCP 15 73 0.5 19.74 19. /t , -t % ~ 9 cruc 'l^ ~ ,4aV =19.78
f ' r, ..tom ,;'::ic?~ ~,,'~1~'' I { ! fr-R;s~=v4.35 ifi . ' ~y~ t~4s:,,,,,4 ; I {p ;nv=as ~3 ® 6 ADS 15 48 0.5 19.97 19. 4
r' ~ ~,r~K,- e 7 ADS*' 15 64 0.5 20.27 t9. 7
~~W C.t ~ r ~ 1 ~ ~ j - rk / ~ H s c>?lMN~y w _ RIP-RAP OUTLET 1 ~ i r
_ - PROTECTION 1 : , , ; r i r • - i p ' ~ ! r ~ ~ s " ® 8 ADSr+ 15 65 0.5 20.05 19. 4
8~ y ~ . - i I 1 ` `!1 • ThFR HILL VALLEY - , y;. "t / ` N'~ ; 'nk w ~ ~ I i ; ~ e 9 ADS"' 15 52 0.5 20.33 20. 5 ty ~ r r'r.-\ 4,. t ~ 18 i'il?@ r~ -..-~tf~Ou~ ~ fj{.f,i" , r
~ c v J. . N i W ~ ARM D ~ ` ~ _ , _ ' ` ~n .a"- 1 r ,r',; ''~'"`5i+a~'na!{~ ~ ~ v:~/,.~' $~`~T'Gy~,~e ~'~'~~K ~ ~ ~ 10 RCP 30 67 0.5 16.15 15. 2
7 if„ 4. , f J, ' Y j : i~N r 1.1i/ 1~I~Y Fs,. " ; k : r~k. ' ~ { i~~ , m 1 .51 16.1 ~ ~ ' 11 RCP 30 73 0.5 6
A J ' t ?I ' `s tea= ~ AICQUILLAN DR _ :~,•,.y _ r ~ ~ 1' i• u•, 2 ~ ~ ~ a M r v;i ~ 'I
4.-- ~ ~ 1 ~'f ~ ~ t,` ~ ~ . `I 7 12 RCP 30 105 0.5 17.03 16.51 1 - ~ + ' ~ ~ ~ r i..!'~ 1'f g . ~~liv~ iar., ~)'k t to ..Gaj ~i dC M , ! { I j
a LOCATION MAP _ - ~:v: - _ ~ , ~ ~ ~ t ~ ~ ~ `i' "`0"' ` ~ F~ z ' ~ + , ~ ! 13 RCP 24 64 0.5 17.31 17. 3 1. , 1 ~ r CQK
~ - - ~ ~ \ 6°deay ~ (NOT ib SCALE) .'fir' , ~'Gt,~ t t - 6 FCf,i , / r t`'`•ai ..,uey A, TMIF ~ w'~.~ ~ I I, ~ i 4
9 q 1 r j / / ~ ! ti _x~A 4 8'^;~ " ~ \ L. ~ i i ` 1, 1 ~ ~ , r~,3 ( ~ ,'s.„~ i ' ~.~a .v:~. ~ RtiA~-_3, ~ 1 ~ ,E 14 RCP 18 164 ~5 18.13 17.31 1 ~ ,rte ~-~4 { i . t i!f';76s Z4"Cep ~"`ti. h., L.~ n.; l~..Ai.: `"^k ! ~#i;r\? `~i^,E ~ i ~ i
r ~ ly"P.,`2 i ~ J `~~ti'ir;.x ~ C'~d~'. h ~ A - N` ~i,~~~. ~ { / ~ ~ s ~ ~ ~~r fi,4rh'~ nt ~;r :t,«Y.~' \ t t .1 , `ice.. ~z.~~ ~ ~ "!kir ?a , :>u>t,;~,, ~ ! ~ ~ _ ; ~ ; i, 15 RCP 18 75 0.5 18.49 18.1 r "Svc, f, v,i i7F ,ts^~ r'ih~, rr~t`;' 1
aW J / , It~i ` ~ /~':;r ^.t~ti;,~y f i ;5.'. e I.'.'~ks E~:xf ' ?e• ~ ~ ~ \ ~ ~ ~ t~} ~ i? j 1 ~ , ~ ~ <~t':., ~ x ;rt ; ~ s u,K , ` ~ r 'n"G~e ~ ' 16 RCP 15 75 0"5 17.87 t7. 1
i , ~ti°~,r,- . ss 17 RCP 18 31 0.5 17.44 17.28
I l ,r ~ , t ~ 'Fire ,A ~ !Y. ~ r,, g'..,r } ~ ~'"'~'r" - ~ 18~ RCP 30 70* 0.5 14.35 14.
r ~r'~;`~i;' . ~ ~ 18'Pine 1 ~ ~ .v. ~ \ ~ \ ~ •i a
. i ~ ~ i ,'~,Fil , ~ ~ r F , V I r ~ ; ~ " \ , ,o- • ? ` ' / r ~ 1~, ~ i ! 19 RCP 30 110 0.5 14.90 14. 5 : ~ '
~ '1 r 1 ' l t. f ne - ~ e:, 1 ~"D,. / ~ 1 _ 'g R.n a' t.'.'~Nk n R Irk 1 j f k , I! ir.. ~ ~ ~ 'r 1, ~ ~ 8 20~ RCP 48 89 0.5 13.00 12 6 ~ , i
r f l , : eta:' ) : , ~ ,A;"fl' .i 1 ~ ~ ~ ' 1 as°r;;;~ i~,~ - ( PROPOSED SILT FENCE {TYP.} ~ ; ~ t ~ ` / \ t I ?P"Pine i f~ ~ ",',n^ 1{ t ~ ~`ji}r r C ' ~ f~ r / ~ 5, 4' ear ; u;~y\ I • LENGTH INCLUDES FLARED END SECTION
i E ~ ~ ~ . . N-12 CORRUGATED POLYETHYLENE PIPE BY ADS OR APPROVED EQU
E~:, ! z ~Ft; ~r;~ , f OVERFLOW ~ n'a ~;;e ; { ~ ; ~ , ?;,~~,~.t.3 CONTRACTOR TO FlELD VERIFY ASSUMED ELEVATIONS
~ - ~ ARKING ,4R ~ ~ ! , - AND NOTIFY ENGINEER OF ANY CONFLICTS. r i Vii;' I I ~ ~ I,' , r ! '
,2'~ ( I i~ ` l.'v r , ,~r..~„~k I
~ i ( ~ ~ 2 ~ t ltir~: R i ~ ' e ~ v. s~ r-v •vr.. ~ '
r' 1 f to v~;~ ~ ! , I ~ , r rL 23.85 ~ 24 ~ ~ ~ 24x00 t ~ F i ' _ _ , ~ . ` , , ~ , . t DRAINAGE STRUCTURES
r ! I t f t~ ~;G'.ion ~ u_w.._ _._.v ~ - , \ /^t i i1'7ui; d'#b - ! 1 I z3s4 23.25 ~ INV.~20.4T ; r ~ 34Tf-4" PVC~OUTLET '0°~'~~'~ ` - _ _ S ~ y tvT. .a V.fk
~ ."8 / ` 23.25 - Ri{~~.. ~ - l f i i ! ' i ~ tir~~z~ Yd ,r3',F i~~- - ~Y ` sEF D~raIL ~ i . ' \ \ ~ r,,;K ~ , , i ; < STRUCT. TYPE STRUGTURE RIM OR STRUCT.
I , F I 23,20 23.37 i'v:Kvtl" t ~ ,;.r,, s8"Gag - ~ ,~r°P?;a > NO 1 i ` ti ~ ~ r TYPE GRATE BOTTOM
1 1 k k 24.00 ~ i?n~ ~ ' ~ \ i, ! ~ 1 t N 23.95 ay' DISTU1iBANCE \ ~ ~ ~ ~,s~=, r 1. , ~ ~ ~ .'°k; I ! ~ ~.:s ELEV. ELEV.
j ! L ' ` s~ ~ ~ l t ~ r' ~ :3 r INSTA~.I. SILT, FENCE, % . - ! ~ ~ ONGE AREA S ~ / U so"er7k' i Ci k
y t r r 301.E-8 SDR-35 ,'-yf~ cn ~ a;,,,~;, ~ ~ ~ I , r F` r ~ ~ g ,T ~ wok ?2'cak / ~ a ' ~ 14.42 I BEEN {GRADED ~ , ;'4,~Iy; i ~ 1 MH 5 FT DIA 2Q.50
f I ! PVC 0 0.5;K., 'v - , ~ t r ~ , i + ~ ~ .95 V i~J ilo.. , la \ s ~ • l ~ \ ~ . - ' ~ !i;;'c~~k { ;t. 2 MH 5 FT DIA 20.50 15.20
' ° ~ ~ I ~ ~ I .ENV. 21.00 ~ ~ ~ i~ ! :I ~ ~k ` - ' , ~ _ ~ 3 MH 5 FT DIA 23.50 15.82
t ! t~~r,~~ ~.~u ~ 0 ~
{ I ~,,,~r / ' ~ IN~L~n21.30 INV.=20.941 ~ 3 ~ , ~ 1, A i dv ,i, ~'~'~w' s- :rah , ' ~ ~ ~ ~ r~ ~ 4 DI 2 X 3 FT 23.75 19"38 " : a ' fr~ ~ ~ ,
~ I ~ ~ !e,~' SX 1.5X ~ ~ 71LF-8 SDR-35 nr ~`t , a ! ! ° ~ 0 0.5X`. S"~' ~ ~'e• ~ ` 'm` ~ ~ _ ~ ~ i; ,an, , ! I - 5 YI 15 X 15 IN 23.50 9.
I , i i j ~ : is"P:na k PVC h ~ ~ • ~ , ttt ~ 1 ° n ~ I ' ! " ( I ' , 1t N ~ ,i SDR-35 PVC • ~ ` , a ,ma`r'. f° ~ ~mr ' (Jl'$. {i ~ ~ 1 i I '~,i->~ 'fi'x n°. ~rl/. N :,9K t ~ % ; ~ . .a ! ' ! 6 YI 15 X 15 IM 23.50 19.97
' `~•r i .Z ~>tr .5 1 ;;~~LASS 8 P-RAP Tom: ; s
+ ' r t f 23,50 • 24 ~ '~~.r;r ' , , ( 23.50' 2.00 ~r `;r - .n, i t } ~~,r na.~s!~ ,~`~;k ~ ~ ! s 7 YI t5 X 15 IN 23.50 20.27
. ( I ~ ~ k (SEE ARCH. PLANS FOR DETAILS PROPOSED ±a 2 i ` I R~/ Ord 1 fa'{~!:1(_~•!/. / ~ i %;h": 1 ~~~ttt 8 YI 15 X 15 IN 23.50 20.05 2i~°ci~e., t~','y w~ `•'i ~ .'.;c. r , ItE°Fae
' ' ~ ' k f -SILT FENCE ! t' ~ ~ ~ i REGARDING PROPOSED BUILDING) ~rr'~n 'I v;,~~;fi ~,r;,. ~;~.v i~ o','~, rs~.^' ~ G> f t5'f~e ~ 9 Y) 15 X 15 IN 23.50 20.33
~ ~ ~ 1 ~ ( ~ ~ ~ it i 1.5X 1.5X 23.35 r~ < ~ t INV.=21.40 \ `j r,~ ~ ~ ~ I
i i t ! ( ~ i / 23.8D i ';~,~^'l ,1.`A~ ~ I t: ' 17.50 ~ ~ ' ;,:i~ ~ MH 5 FT DIA 21.30 16.15 r - , ~ 1 1 ' I : inz ?ine - ?2 Pme i' i"-'•'
j ! 1 1 f I i ~ 14 i ia'Oo!< •~~lr `,2~"0!k a"P,~e ~~i~ 5U8MEi~fl OU~,[TS. ~:=!;r i' : '`y a•;;~°~ s~ I>' ~ t1 q 4 X 4 FT 22.50 18.51
, j i ~ ! I /~.T 23.1 23.18 ..r r , s'. - i• i" gQ""ine i;l; - ,?5"r"4.ie = !Qi ~ ~ RIP RAP OUltlrT~:~ ,~:,°e,;~. ?2"c:;: i .:'ooh r` ~u,~-;~'~~. II s~-~ k ~„i - ~ 12 MH 5 FT qA 2275 17.03 ~o. Yt PROTEGTION N01' .qua. , w~~ ! A A~: , ''2'~'n; 3 L, i
1,V. 2400 ~ 1 ! i i 1 REQUIRED. y ~m ?2'c~,e~.~f~ / ~s'Psn=, I 13 DI 2 X 3 FT 22.38 17.31
i j i ~ i ~ / 1 `,i; ~ i t ~ / / , ` f 1 ` ' ~ NOTE: REFER TO ARCH. PLANS ~ ; , ~ ~ ?0`v~k ~ 't'!,~ i :8"Gc~ ; uric ?2"~tne
I. I j { I ( ~ a~t,~k ~ ? 5 FOR DOWNSPOUT LOCATIONS \ , ` I ' F~'" ~ ` ~Vi r ~ ~ ?g pa ~~"n' i - 14 22.39 18.13 _ ~ ~ C~° ~ DI 2 X 3 FT _ 1( ' I i ~ "~I/i f8"F!fle A . 1" ?2"Oakes ~C' - ~e `a ~.~.1>/ -
I t ! ~ zaoz j ' ~ ~ 6 23.70 5 AND TIE-INS TO HEADER PIPES ~~f e ' ~ , ' ~ ° r ~ ~ ~ ~ f ! .02 23.02 ~ t ,r ~ i„T, ,1;~n.\~/f ~ ~ oak ?z"Pf e ?,I. - ! ~ ~ t5 b" . Ly'~i$ ?a'?+re ~ .2" . ~1 ~ q 2 X 3 FT 2250 18.49
I ~ f I ~ i ~ { ) 22.60 ~ ~ ~"hic9nur;a ~ ~ „ 1 i i t, ~ ~ ~r r .y f sr ~ti+cr : "Oak i,, , r a 18
i f i 1 ~ ~ air , °{h:~ i~`c>k ~ ~ . __a LET OF ,iDISfUR CE L 'tf ~,j; TEMPORARY ROCK CHECK OAM ~ I ~ t ! ~ ~ , ' ~ _ ~ 'h ~ ~ I,\~~3`~k-~~ . ! ~ ~ q 2 X 3 FT 2238 17.87 k tl,.v P 'r, nom' !~"-0. 'rre v .~,M 0"Oak ~ 1't"O.k 18 „ak i5 ,r7K t ~ • i`r,. J ,,-.may ~ 2~°a~ne fz"o;~ z , 17
j , ` i 'S ~1 ~ i y Tn ~ REMOVED ONCE AREA i 'ti ' ' ,i LL i ~ ~ ~ t t, ~ f DI 2 X 3 FT 21.76 17.44•"
i 'l 1 ~1 I ; ! i ~ 1 ) I '"t. - ~ HAS BEEN TABIL~D) , i ~i g(y~ j~'•~~ `i ' t ~ ti ~t i ~d ~.r I f~'i'il:'~0!,. 1, a}. t' '..i 7 ~F..f Z~ ~ , ~~'f: v 'v' q'b?a~nc:~af ~fi»~,;ne/;s, ;ti: ~ MH 5 FT DIA 2200 14.35 ~ '~4. ~..~~k ,t l 4ea.,. ~ ~ `12"Fide ? ~ ~I
~ ~ t ~ v ~ i~ 24.00 24.00 - t tiF,~ 'i, J ! ~ ~ ~,1 l t A ~ i 1 tt i fP".i,k l , ~ 22.60 23.4 ? Ofl. , ; V u,~ ~ ~ ~ r i r a C.. ?p"O"'k ~ {^"ioiS ` " ~ v~;, ' I`i';'tk~~ J'' CO ° 7 19 MH 5 FT DIA 2240 14.90
i ~ 1 ii / ~ '~"L~8("t , ~.~~'i . J0.%i. Q~?. 4, ~ '-t , ® OS 2 X g FT 19.00 13.00
i ~ t ~ It 1.5X / :z 1
, i, ~ •i~ ~ 4i 23.67 ~\t8'aek \ l , `i ~ V 22.80 23.70 ` ,l " ~ y ~ ~ l0'Onk ~ r ~ '~~;~,;;F f jl ,r ~ ~ ~ ~ 21 YI 15 X 15 iN 23.75 20.95 5. jy~,~ ) r i1'~9k ...x n rink f ! !2„l'`7!r ' V i ,
~ i i l 8 v ~ i. ( " ~ i , ~ i MH ~ MANHOLE
} { ~ 0000000 fi;, ~ ~ 1 ,ti ~ , 18 "vab: ; ~ ~ ~ ~ Di =DROP INLET •Y i ".~Y."p~''~ ~ '"~?ak .,fir r' M;~ T ~1'_/ t ! I. ~ x „ ' OS =OUTLET STRUCTURE
t ~ I 000000 e:. 24.00 i .i, , ~ ' Yr NYOPLAST DRAIN BASIN BY ADS .1°: I'' ;I SEE NOTE A80VE
• 34.00 f 24.00 'f, 1 t 00 00 / ~ ~ t ti 0000000 ~ 1 j "".mss-J~r•.J=..~A.~ ',.i~t,.~,,~.~~.~w ~F,r s<, cy ~;rk~,, 1 ' ' a"rrs % r, t ii
~ ~ ~ ~ 0 0 0 0 'M r?/h ~ ` ~ ~ V ~ } , r.,
00°$0.0 i~;"LICK r / ~ 'R-'1 OOD000~ ~ ~ , A ~ 1 ~ 1~ x40000 ~ ~ t.1 - / jf:f 4 k?G"ynL=!:u i 1'1'-:i G~tdcQ!~OSyS ;tSaw4 1 ii
' ~ m 0 0 0 0 0 ~G_ S~RUCTI ~ - ,.1 - a ~ ,a ~"~Ic~<e ~ 1 ~ 000000 ',i ~ : e, ~ 1 23.58 000000 ACE 9 I ~ , ~5 ~ ~ ~ry ~ ~ ' LEGEND "1~/' ~?r°~?9Cj^r i,S Jai, ~..Yr'L. '.fat •.7? ) ~ 'a~,., i~
'~1 1 , 23.56 ~ 000°0° - - r , t , ; , ~ 0 0 0 0 0 0 ` ~ 24.00 1 ' ~ _ ~ 4 . r t k 1 . - °~4'o t '^n1y~ ~`~,;f,, 'Jam' r7a - !
t, 1, A _ ~ PROP r n'~,,," ` ~ 23. 23.92 •1 Y . ~ t, a AODITI ~ , i , / y;,yv:0.,ria!in ,,r1~A 1 JeF . ~ y ' ~~,+c~r s,:. _ z s ~(ISTING FEATURES
~ ~ s. ~ nn t t, 1 ~ Sii~D 't+. r v.S ~ ,..,~,A.. ...1,, P'~ rf ~ J T ` 1 _ + i ' SI w LIGHT POLE
~ 23.50 ~n,, c,~i~. 24.00 _ 23.67 / CONTRACTOR SHALL R t~\ thq{,;:, t OSED tiAi.l. '~`.'\.J. ~ rr { ~ ~:Ay?~ STORM SEWERS AND S ACTOR SHALL REMOVE EXISTING . j,;+~ , ~ , ; SEWERS AND STRUCTURE ~ ~.7 ~ ! GUY ANCHOR - - UT1UlY POLE f~:~
1 23.$4 k 23.84 ryr i ' - N` r ~'4 _ __~-1sn-,,;~,,..•r` r ~ t 1 t' +i. v~ - CQ 4, ~ t , , r rX ~4 ~fngr...,. a ~ ~ ~ r.. '~r~~; r ~ . I " aECTmc TRANSFORMER : p! WATER METER
N ,1 , .J _ t ~ 4j : , _ ~ ~ ,
' ~ ' V~t.L ti ~ w ~ ~ . ~ . ~ ' ~ .t ~ ~ / I TELEPHONE PEDESTAL CLEAN-OUT
j ! ~ ' ; ~ r , ,z .23.00 ,1 ~e--l- M i- Iw M - ° SANITARY SEWER MANHOLE a DROP INLET M W: ~ - - ,y,j. r~... ..:M
i t (SEE ARCH. PLANS FOR ~ I ~ r~; 5 ~ > FlCATIONS TO EXISTING'. ~ ~ _ ~ r° STORM DRAINAGE MANHOLE "
j ~ ~ ~ t ~i i:a t i ~ .c ~ ~ t , r . , ...r , . sC, ~ , , `CHURCH BUILDINGS) a . I f 1 ~ . , , STORM DRAIN LINE sr _ ,
5X - ~ . - j I ~ 1.` ' 1.5X < CONTRACTOR TO REM ~ ~ j , R ~ ~,r, : ~ < . , I -tom' ~ Kr ~ " OVERHEAD WIRES
- ~ . ~{EXISTING PLUG dt A ; I ~ I ~r I 1 . ! { .~s i` r., , M ( ~ r~ `NEW 18 FfCI' TO EXI51~1 PEE. - ~ i 0' .e~ ~ ~ ~ 404 WETLANDS BOIMIDARY - . . . ~ , ~ Lf L f. „ v
I 4 ~ ``1 7 ! ! I .~4~ r'r`' i~~T: ~ v E 1 , ~ ~ CONTRACTOR`TO MA NG„j~ I t I ~ . ,u ~ r ~ EDGE OF WOODS ,-v\r v''rvv^rv"tip
' ' INVERT ,AND NOTIFY EEi~ j { ` ` ~ i ~ - ' i I i OF ANY CONFLIOTS. h, ~ f / ~ t. tt- ,
, s, ~ PROPOSED FEATURES
_ k v ~ , I r t y al tilt N is
I J i ,v N ..K.. ....,:~ti~ .,•~a STORM DRAIN LINE
' - SILT FENCE n fl a o -v- ;
! 23.12 ~ 23.12 ' ,k w,r~~ ;e~ j , '-`r""~ ,.4~'~7''•~~ M'..~~ c ry N, OMIT OF gSTURBANCE e ~ r` .
22.60 ` , , ,d..~v~ ~._.~,x~,...~~u.~ A.1 , n, _z~ DROP INLET
i g"`'gym > stir t , • , "t 7 t,5.~ . ' z / Vin:, ,x ~ t%` OP RTY TH T UPON INLET PROTECTION
WE HEREBY CERTIFY THAT WE ARE THE CURRI , i u, ~ ,ate ,r ` . r . ' ~ . ' 22.84 ' ~ ' 22.as ° v_..:. ' ~ , ; ~ . ° ~ RECEIPT OF AUTHORIZATION-TO-CONSTRUCT" U2E THE CURRENT OWNER OF THE PR E AND A -CONSTRUCT'" ANY CLEARING, GRADING, CONSTRUCTION OR I HEREBY CERTIFY THAT 1HIS PLAN HAS BEEN PREPARED IN o0oooooaooooaoao
I ~ DEVELOPMENT, WILL BE PERFORMED IN ACCOR LIED IN ACCORDANCE IMTH THIS PLAN AND THAT THE ACCORDANCI_ WITH THE LATEST NEW HANOVER COUNTY ORDINANCES CONSTRUC110N ENTRANCE o00000000oooooao
~ ~ ,t t~.u; ~ / 000 0 ° 0000x000 t ~-k.,`TIr'_ u,::._:_.~ APPLJCABLE ORDINANCES AND RULES OF NEW 1 a oo°°° { _ ~,~/=z:. is r~iu=22 s~ CAROLINA AND THE FEDERAL GOVERNMENT A~ lULES OF NEW HANOVER COUNTY. THE STATE OF NORTH AND STORM WATER DESIGN MANUAL,.
{ i ~ o°o°o°o°0 0°o f r~ aAf?K;i ..,•I t`,' + ,d, a , OF THIS PLAN. AS THE OWNER, WE ACCEPT }VERNMENT AND ITS AGENGES WHICH ARE HEREBY MADE PART ~ NEE ACCEPT FULL RESPONSIBIl11Y FOR THE CONSTRUCTION RIP-RAP
ti 1 l ~ ~ t 0000000000000 °o r PR~(~ED ,::M", ' AND OPERATION AND MAINTENANCE OF THE P SIGNATURE: NCE OF THE PROPOSED FACIIJTiES. WE WILL NOT ATTEMPT TO
I ' ' ~ / C STRUCTION - • , 'i 1 '2°ot z3.2s ~ TRANSFER THIS RESPONSIBILITY WITHOUT THE ' p~ITRANCE ~ , WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER PRINTED NAME AND TITLE:
• , ~ N_ , o s _ COUNTY. GRAPHIC SCALE
SIG , - f,.c NATURE: r { i , t ~ , ~ : Y' •f ~>-3~`v ~rs^ k , ~ . . u,.,. ~ .y.. ..u , ..r _ .,..::..,x , m, _ DATE: oa o 20 ao as ,so
PRINTED NAME AND i1TLE:
REGISTRATION NUMBER:
DATE: ( IN FEET )
1 inch = 4Q ft.
H AS NOTED iMLMINGTON, NC 28401 3 t IMMACULATE CONCEPTION 4
rJRB JECT MANAGER DRAWING SCALE 909 MARKET STREET RELEASED FOR DATE F S • WN BY PROJECT DATE APPROVALS DATE [phone] I P_am 12/3/01 SEAL CATHOLIC CHURCH GRADING, DRAINAGE &
APPROVED BY PROJECT NUMBER BIDDING DATE A ~~d2 Asheville, NC Columbia, SC
PER CITY, COUNTY AND US ARMY CORPS COMMENTS 5/20/02 10366.303L Engineers • Planners • Surveyors Atlanta, GA Hidcory, NC CONSTRUCTION DATE ?y { 0 Z .S 6650 CAROLINA BEACH ROAD EROSION CONTROL 2
REV. N0, DESCRIPTION DATE FILE NAME PLOT DATE Landscape Anhitects Charlotte, NC Raleigh, NC WILMINGTON, NC 28412
REVISIONS TOP02-SITE 5/22/02 Wilmington, NC RECORD DWG. DATE , ~?Q fk~
~'jnencniN~'~

IMPORTANT NOTE! NOTES: , r"' ~ r ~ ter-^r t. ` ,~i: ~ ~ t t CULVERTS
~ / sn, c 3y. ~
38 ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS 1. DATE OF TOPOGRAPHIC SURVtIf NOVEMBER 14, 2001, % - ..q~ i., ~ C7: r % }'u'~1 . i ^l., . V j":',,n I I ?A'* ~ ` ~ 1 r~ if ,~1x ~ ,`.~,e. ~i i.\\ .Y~. ;
BllRTON LN THE RESPONSIBILITY OF ALL CONTRACTORS AND TRADES 0 ~ i h ~ ~ L;' N COORDINATE THE INSTALLATION OF THEIR WORK WITH THE 2. LpCA~pN OF UNDERGROUND UTILITIES IS BASED UPON ~ . ~ ~ ,I ~ r"' s ; ~ , PIPE TYPE SIZE LENGTH SLOPE UPSIRM DN y~ - , ~ % ~ . , N0. IN. FT, X INVERT iN T
y INSTALLATION OF WORK SY ALL OTHER CONTRACTORS AND ; yl~g~ EWDENCE IN THE FlELD. ADDI110NAL UilU11ES MAY ~ , _e; ` '~I~:,; ~ 4~r,': ,~Vi( ?I { ? GILD.
~ ~ TRADES. THE REQUIRMENTS OF THE DRAWINGS, GENERAL r x.,~•~ r ~ EXIST. CONTRACTORS TO NOTIFY APPROPRIATE U11UTY ~ , 4 W SEAVIEW RD ! ~ ~ SITE ~ ~ REQUIRMENTS AND ALL ITEMS OF THE CONTRACT DOCUMENTS COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITIES' f ~ ~ , 5,:~ k r 3' ~ ~ 1 ~ ~ .
r a Y ON ALL CONTRACTORS AND TRADES. ;z~'" 5 i A o ARE EQUALL BINDING ~ `~,h, H / ~ ~ ~ 1* RCP 30 83+ 0.5 14.42 14. . w : I ~;,r Eck ( , ! A 1 d , i ,
EACH CONTRACTOR IS REOUIRED TO MAINTAIN FULL SETS OF THE ~ 3. INDIVIDUAL TREES SHOWN ARE REGULATED TREES. ~'~,;,'~`~'.1u / ~ , cs'' CONTRACT DOCUMENTS FOR HIS EMPLOYEES' USE ON THE } J„ - _ y;_~--~d ; _ 'ry"'`~t.~ _ , r i ' 2 RGP 30 78 1.0 t5.20 14. 2
~ PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COOROINATEQ 4, TOTAL DISTURBED AREA = 6.82 ACRES ~ r yr'' _ `!~",ail ' t - ; R ~ t _ - r; f,;:e ,~d ; ! % ~ 3 Rf3' 30 t25 0.5 15.82 15.
~ ~ ANO INSTALlEO WITH THE WORK OF OTHER CONTRACTORS AND I I ~ ~ :.,t,^~`` ~ i = TRADES. ~ N AT ATI r" + ''4~ y. n ~..~.R ;~i~e ` ,
~'.5. SPOTS SHOWN EAR CURBS ARE GUTTER ELEv ON, .1i ;r -d~ ~,~r v „n~, ~ % • _ - ~ : f- .,,,K t 4 RCP 15 84 4.3 19.36 t5. 2 :v
r d j • r;lhp ~ ~ ,r"~. ' I' ~7 `1. r'\ ~ :;u. ~ ~k~r i .I ~ ~ 5 RCP 15 73 0.5 19.74 19.
3 ~ ~ ~ r-•~ ~ , ' cK "7`'~'' ~ r ! Rid=21.45 ~ % , s ,t I, ~ ~ ~ r„ r~,,g ~3 ® 8 ADS 15 48 0.5 19.97 19.
r + 1, t ~Y. , r ~ rC ,;a;iv t "ji > 7.~';- : ~ ~ It ~ 7 ADS++ 15 84 0.5 20.27 19. 7
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} / f i%:`, '(`7v~y ~ `vNN~ '~"!3 \ 19~. f~'6'~`iy t , it ~ 4~'~,»e F sa ynn!;n . ~.i/ ~ ~ Z~y ~'e ~ ti„~; , l i 10 RCP 30 8T 0.5 18.15 15. 2
S Ili R A ~ - _ _ ~ \ r; ~ ~ !`,a~Y r ~ k ~ ~ . ,Ili ~ .2°o,:k . t?r4 `a r„ ,L ~ I, ~ i icy) ;~-r~, 11 RCP 30 73 0.5 18.51 18.1
~ l \ ~ MCQUILLAN OR _ ~i~r'is ~ ,l 1 r"' t ~,s j , 3
iz"Oak , _ ` ~ ` i :t ~ ~ ; ~ ~ ~~'r ~ ~ ~ ~ V , 12 RCP 30 105 0.5 17.D3 16.1 ~
o LOCATION MAP Z ~ 2L °htl ~ ! , .r ,1 S)+7; 1 r r! "J~`~t S°w' ~ ~ s ~ ! I i l~i:t' ~ ~ ~ ~ z cn~ , ~ 13 RCP 24 64 0.5 17.31 i7. 3
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5, t ~ ` ~ ~ a~P- I ~E?+I~r. .^ss.r ~nGM1 .'y,A~,~. ~ Ii l~+!?t ~11 ' Vii, r ~".r` . i ~ , ~,,~e.. ~a~ U„ ~ it ` 14 RCP 18 184 0.5 18.13 17.1 ~ i.~;~`F ;V~:i7a ,.d.` X' ~ $ ~~rk ~ ~ ~ '~r.'.'q ! r~l °irte ~ ' ~i
r , 1F"~ A ..A I / ~ / ` 'Cl.~s ~ ~ ~,r' 'r ~v ~ v,P ?tr R n..~ ~ c n F~1 ,~;a 1 ~ + s~.` i P e~2 . ~ ~ ~ ~ t~ (f ~ ~ ~ r •1-'' I ~,Tn.~IS' it 4d.~. ,~±f^`. \ .a ~'\1` \ itrri~l i 1.`.~ ,~"o~~ ; h`~ ~ ~ ~ - ~ ; ~ 15 RCP 18 75 0.5 18.49 18.1
a f f i ,r , rx n'f.~~~H r•v'S`~ne t? °•iicR - ~~k °^e ~ \ ~ 7 ~ ~ J( tr 'v 1 ~ ~r~,~: ~ (r` ~ ~ ~'i~,. , ~.r~,~,~ ; t; o. ~ ~ I , 16 Rt3' 15 75 0.5 17.67 17. 1 1 ~ - i2"v54 :,E w ti I ri`tFae , ~ 1
" r \ S ~,.I; ~ N"Orin n~ ~ ~ ~ L:i ~ ` , 4 ~ ~ a°~~ ~ .'li; u ' ` ` ~ ~ 17 RCP 18 31 0.5 17.44++* 17.28 + r ~ ~ + ~
~ ~ ~.1f~'.~I/ f fir,, - ~ A ~ ` ~ r.,.e ~ N "3fi ~
~ f ~ 1~ ? " ~ r;;P II 18* RCP 30 70+ 0.5 14.35 14. •i
` ~ ~ 19 RCP 30 11fl 0.5 14.90 14.5 I 11 i . ~ j ~ r 1 ).~'~q, tom, '~r'+,.'~:1 ! `i
i't 1 ~ A s ~ I ' ~i 's ~ ,v \ t, ln`~: , ' ~ ~ ,li,%* ~ { } i Q 20' RCP 48 89 0.5 13.00 12
~ / i ` ~ ~ ~'ne r , ~ PROPOSED SILT FENCE IYP. ; ' ` ~ ~ I ' .C w';nv , t i ~ ~ ~ "~6K r ! ~ ~ f ~ ~ ~ l`~ ~ n"~c I * U]JGTH INCLUDES FLARm END SECnON
d 1 ^~y~n A r,J ~ '•r' i ' ~ ~r,~,. ~ 6 \ ! i ~ ~ N-12 CORRUGATED POLYETHYLENE PIPE BY ADS OR APPROVm ,0
' I 1 ~ ! I i ~ + v ' I I t ~ + i + i j~ 7 ~ i - ` ' ~ CONTRACTOR TO FlELD VERIFY ASSUMm ELEVAnONS i I OVE1~lOW •'ii'r~;.e -c } i rt!~t=2B.2.3 , ~ ~ _ ~ \ AND NOTIFY ENGINEER OF ANY CONFLICTS. _ . ~ ,x, i?RKiNG AREA 4 ' ~ , ! , . _
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l C"'~S'.i ~ a 1 ~ I 1 ~ ~ 23.85 + 24;1!0 v~ ~~:m rat' ~
' , + ~ ~ j ~ r'~ -fit ....t_..._ ~ e.: 24,QQ ~ ~ `w ! 7 ~ (r"w i1 G m o? .,4 • .lti . I r r i I ; d..4'•Ucd ~ r t. .-N_., ~ ~ ~ _ ~ v , !O JaR •4+77 `D 5 , _ ti << ~ DRAINAGE STRUCTURES _ ,
f I' ~ i 23.64 ~ ~T' 1 INV.=~2D.47 W \ ` • IO t~k'op!e 1 f ~ ~8 23.25 23.25 2 ~ ~ ; r. i` ~ 31~F-4 P1~C\OUILET ~ - -
I ( 3•°'~k I I ir„ Ini)~-r~ : ti` ti 1 SEE DETAIL \ ~~1;', ~ Y 2.20 !6lYrIt;7Ft5s~ ~ ` d ~ ~ ~ i,i. ~ ~ ~ I ! i 23.20 23.37 , 1 . si`tt~f<1u''m ? ~ `3°Ook ~ ~'r~ f I i i~','~.>rrT!::? ! LIMN' OF ' ~ j r~;k~. ~~i ~ ~ ~ ; STRUCT. TYPE STRUCTURE RIM OR STRUCT. , ~ s. , , `
j' ) ! k i 24.00 i •tlgk ~..~5. ` ` '1 ~ f t N N 23.95 + . ;r. DISTUIiBk+,NCE \ ~ ; , ~ • ~ ~ ; ` , ~ ~ ~ t i _ Na. TYPE ,,.,n~' ,~"c.~ ~ GRA -~u , ~ F \ ~ • °:gnu , , I ~ '~..,r ELEV. EU_V.
i ~ i ~ ~ ~ , i ,i ~ ~ ~ ; itl + ~ ~ t 1 ~ t ~ INSTALL SILT FENCE, ; ~ 'y' ~'tTs- s~ n J ! ~ ~ ~J ~ I i, :t d'iir ' i' I
i ~ i ' i j E 16 i 30LF-8 SDR-35 ~ ~v ~ 't , \ 2?"Ua~ 'ONCE !AREA Hi~S t ~ a ,..~.i , I'~``~,k ~ I BEEN GRADED v ~ - ~ ; r; ~ i 1 MH 5 FT DIA 20.50 14.42
~ ~ i l l r r f PVC 0 0.5~,~~ v - Ds , A 1 t i . ~ ; ' , ` ' , ~ 'r,.: % I . ~ 2 MH 5 FT dA 20.50 15.20
i 1 I j ! ~ j ~ ` ~ .4,, ,1 ~ 1 t # , ~ I` ~ i ~ r- ~ I .INV. 21.1)0' „ _ ; ~ / „k ~a. ~ s` _ ~ tom" ~ ; F? I r ,
' ~ r ! ~w ~ ~ ~ i~ ' - ~ _ _ ~ t; 3 MH 5 FT DIA 23.50 15,82 . , . _ ~ i w ~ @(i"tern -~4'~;t ,fir 'y~.R~ ~ ; 1 j Czrh ''',IL,~' I , ' ~
I INYn21.~ INV.=20.94. ~ ~ 1 ~ ! _ ;~k 1 ~ I ~ ! ~ 4 DI 2 X 3 FT 23.75 19.36
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I I r t ~ a 4~ r- rn ` SDR 35 PVC ~ ! r,..~ • 8 YI 15 X 15 IN 23.50 19.97 .ASS B,,RIP-RAP Erg` , i ~ ~ J
i , i 23.50`, 23.50 2 .00 ~ 24 4 ~',r*~f° ~:;ti- ' ~ cry , i `~.rn~~„il , ~ t,, ~i 7 YI 15 X 15 IN 23.50 20.27
':~"Qrti ( t ~ ; I ; ~ ~ (SEE ARCH. PLANS FOR DETAILS PROPOSED ~ t: I ir`' 1 .'l~~/f ,n"r.,, :_~v;k ,;1:~,Y" f'..I y, +4 ~:[:~i.1"Lrp:~, n„ 1?•4Yk ?3°Fi':C`t'~/i f` t• { 8 YI 15 X 15 IN 23.50 20,05 7u "InC-~. ~ ,iaF 1 ~Ju`P jp i.
t i r i f ~ ~ k 'i . • r i , ; { ? c ~ REGARDING PROPOSED BUILDING) SILT FENCE r. I ~;II,' ~ ,;;a ~ 9 Y1 15 X 15 IN 23.50 20.33
~ r ~ ~ INV.=21. t \ , ~ t` i 1,57C , 1.57r 23.35 I C , t 1~°i;~
tj 1 , j ~ 1 ~ ~ t 23.E t> i 1 e: 17.50• 1 ; ~ 7,. ,~a °In , ~ .i.~ ;~,r~ r 10 MH 5 FT DIA 21.30 18.15 i
I ~ !t?"~a:~ p 8 r I ,l r I ' 4 ` - i.. ~1 .~1fC~ . 2.4^Onk ,1 ! ~ ~ 1 8 -r+, , ' . w, 41 , one ^_°a:ne ~ r~: i2"Pine a iw' 11 ~ . ,n~ . r , 22.50 18.51 SUBME~ OU11,ET'S. ~ , :y a .;a~ ,ji/ 11 Q d 4 X 4 FT
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• ~ I \ ~ %~,5nf; 23. 23.18 ? •'t y • I 1.r.. 23J8 • ~.•~y•'•' 24.06 .e. ~ ~ ' ! ~ 5"Oak i 1 1 REQUIRED. ~ ./t,~~. ~ ~i \fI ~ '
. \ / f t I i ! ~ . NOTE: REFER TO ARCH. PLANS ~ ! ' I ~ i2~F~~„% r~ , ~ `~5'P",e; ,L,' 13 DI 2 X 3 FT 22.38 17.31 ~ ~ - I 1o t~ is'oa~ ~ 1i8'ca ss'aas< ~ t2'Pb~ ' I to"oaR ~ /Iii ~ ; ~ ;r.
~ , I I \ u, ~ ,~~,~:i r ~ ~ A f ; I ~ { ~ &"yM~- \ ? 5 FOR DOWNSPOUT LOCATIONS \ ! : ~ ti.` ~ l `i ~v/~ j J ~ ~ ~ , r-~~~ ~ 14 DI 2 X 3 FT 2239 18.13 s2'P~u I ~ ~ to"Pig ±~"oar I ~3~~;~!/ % - .
t ~ 6 5 ~s•~i~ e t j ~ ~ 23.70 AND T1E-INS TO HEADER PIPES r-' r ~ ~ I ~ ' `~J,~ 3.02 23.02 23.02 I 1, ~ ~ \ ~ ; °a. ~ k' .2 ~ ~ - _ ; ~ ~ , ~ ~ 15 d 2 X 3 FT 2250 18.48 20`Qoz ~ ~el~- 8..ae ~~.i`"F ~ ` i~;r.~l' 'I~ ~t"/t~;dp..
t f ' I I + ~,k" ~ \ may' .I 5+1 t / v ~ ~ h. ~ ~ ~ f I~ ~ I i~ t l I 22.60 + < ,,r{,( 4!.cynu;:a Tye k R rte- Q 18 22,38 17.87
t I i - 1 { 'V ~(„S..t ~ . ,..,r. la•Ook I``9ak ` t l;, a LIMIT ~tIF t?IS111R~ANCE y+;l ~s- ; , , ' '~,LL ZG°Q~ 1:"tug 18 .,K .5"(e~.. E ~ ~ :.~~~ink~ `
u TEMPORARY ROCK CHECK DAM , s' ~ ~ ` i ~ ~ ! t ~ 1 ~ ~ ~ ~ I i ~ ~1.. TO BE REMOVED ONCE AREA ~ ~ ~ 2^"?Toe ,';~~~Y z~ I 17 DI 2 X 3 FT 21J6 17.44'*' -c: d
c i I 15 14 ~ ~ i t l I; w i I i I + '1 1 I ~ ( ~ HAS ~1 TABILZED) ` l~ q ~ `T `Y ~ ` ' ° ~ 18 MH 5 F7 DIA 2200 14.35 'r. ~ , ~ 12 ~IuK r w tl
~ 4 t ~ ! 24.00 24.00 : ~ k \ f. • i I, it } i + ~ Y ` 1 C:'S,.,.iy ~ \ t ~ ~ 1 t . i,ia"^7~ ,r,~n~ ~ r~; 19 MH 5 F701A 22.40 14.90
i ~ ~ ~ i~ ~ 22:60 23.4 300 , +~v•' 1 ••-V+ ~v~. ~,.g,.n: t { ~ t S ~ k / ~~~hsscy ~ .%:'i~ Jt,~NC.~ OGy. 20 2 X 8 FT .00 13.00
r~ i l rr ~ ~ 1
1 l t ~ l s} 23.67 !~i'On:: \ , , 1 t i < ~ ' ~ ` ,1 22.80 23.70 \ ~ ~ iu"t1,k l ~ ,~h ( } f , ;a i 21 Yl 15 X 15 IN 23.75 20.95
r ~ i:. JCR ~ S ! , , MH • MANHOU:
I t i ~ ~ 0000000 ~ ~ ' f 18 i ~ ~ r-~ ~ ~ DI DROP INUIT w ~ I r`°u ~ ~ R 1-; I ! ~ OS =OUTLET STRUCTURE
: 1 1, + 000000 24,00 5 ~.j " t 1 f - ~ ` s tq r, , ; , / t,;,~,~ ~~.~r;~, ~ 11((~~.. '~"~~r j YI = NYOPLAST DRAIN BASIN BY ADS ~ ,e, ~ ,~ayj.;:,`~ d•~;nk ° m~ p ~ f ~ SEE NOTE A80VE
\ .30 ~ r f / ` 0 0 0 24.00 24.00 ~ 'r : t\ f o a o o / i' '~.:t i` 4 y/~„i } e,.l~„~'+!'*,,,Z^YC~ ~ ~":1(:~ 4i1;:a" ,N / ..P._/~!.i\.I`._04.: a,...~ ...F `t~ ` Gat1 ~ ~ A•a,d I" I i~ I
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i ! ~ 23.56 23.56 000000 9 / ,•;"r; . ~ ; ~ l + ~ ~ 000000 j ~ 24A0 ~ + 4'F«aGled~~~
~ ~ , , • ~ 23: ~ 23.92 t' `i ~q'r t~ . , • r 4 I +`a~a;:~olta 3 EXISTING FEATURES " 1 I ~
, ~ f ! ~ }:I ' ~ ~ ,`t ~ ~;,"Gc,~ r SIGN LIGHT POLE `
Si+~D CGPd^ ti w..S 23.67 •J~.n~;,..,.r,. ;S,' % ~9 ~L. t ~ y 23.50 24.00 ~dQ"" / CONTRACTOR SHAIi r: t h t ~ : - ROPOS® >n~l , STORM SEWERS ANt (TRACTOR SHALL REMOVE EXISTING , ~ , RM SEWERS AND STRUCTURE'` ~ ~ GUY ANCHOR - UnUTY POLE
: , . 23.84 1r``~ : , . r r•„ ADDITION ! ~ ,,.,,..~.~r ,1 r 23.$;4 N y ~v a ,U. ~6.~a ~ _ r F . ~n,,,x n U ~
. ~ ~ , ~ EU:cTrnC TRANSFORMER ri wATER METER ~ ~
' TELEPHONE PEDESTAL CLEAN-IXJT w ~
1 ~ ^ ' .23.00 `,t M ~w w I ~ ~ PLANS FOR v i ~ ru; SANITARY SEWER MANHOLE I~~ DROP INLET ~`TI ,
: , : ~ % r a (SEE ARCH. ~ ti t I_;,~ ! > > MODIFlCATIONS lO ElOSTING ~ ~ ~ ~ ,F~~~~ , a t-°' LL:,: STORM DRAINAGE MANHOLE~~~:;
I I ~ j ` r , ~ ~!?K+?':., t ~ CHURCH BUILDINGS) ~ , : - ~ ~ a''" i STORM DRAIN LINE s;, .
. ~ 1' t.57r CONIRAGIOR T'O REM ~ + ' ~ .5X - • - ~ r •`r• ~ ~ ~ OVERFIEAO IMRES ,
4: • n EXISTING PLUG ~ A _ ; , v 1 _ . i ~ • 1 l ; \ + ~ NEW 18• RAP TO EXIS~I PIPE. ~ ~ .,."'sa =~'t , h, 404 WETLANDS BOUNDARY
~ u t ~ 1 ~ 5,: CON CTnR, TO ~ ; ' ~ ~ 1, rl.~!„ G y G:'_1~.~ mGE OF WOODS ,~~":`r'rYr~rY~~', ,
i ~ r` 'r INVERT ;BIND N~IFY EER I " r r ~ _t.ag ' f ; r~ = T' i't ~Jf U1 'i. ~,i ICJ \ } 1 F_li I> I L. v'
r , 3,u., ~ ti. _ • t j ! OF ANY CONFLICTS. ` ' s ~ , ~ u , , 1 v, ~ i ? ~ PROPOSED FEATURES
' I I ~ j zi +R;tk ~2.Gr' i 1 ,
~ I ~ ~ • ~ , t ~ I ,M 1 l~w~ a'~j`~ ~;:Lty ltr'RC". ~ _ ! ' ~;Ik+~ , _ 1 1 ,4. ,,'S i ! - • ...Y:.,,.r . ~ ~ STORM DRAIN LINE ,.k_k~.._. _n
1 ~ ~ 1 5 C riA. L... I ~ d ~ fr yi. r , , L ~1;:~'(AR r ,"~i 7. ~ vrc>.: ~r. \s11.i~ Jv t~'1:4 % a ~ SILT FENCE a o o-~-v- 'i d'!
+ w!n.F.~ w4 r,,. I ~ i 23.12 23.12 e~r~ f~ a, w'e.,n'!?"""'et 3i' ~ ``S, , : . r ~ 5 j 7 3 GJ LIMIT OF DlS1URBANCE
I ~ t w . n'a v...h~.w.,,.~.~.~.._~.,...._. : , e , s,.~ ~ ! . y., dZOP INLET
y ~ `u a vp~~,r r ~ : r ~ ~ - • ~ / ~ ~
WE HEREBY CERTIFY THAT WE ARE THE CUI , ~ . ~ I i ~ 2'2sa . 22 os s~.._1~ , ~ ~ ? , ~ , . RECEIPT OF 'AUTHORIZATION-TO-CONSTRUt ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON INUIT PROTECnON •TO-CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED iN o0oooooaooooo000
1 + ! ~ DEVELOPMENT WILL 8E PERFORMED IN ACC )RMED IN ACCORDANCE WITH THIS PLAN AND THAT THE ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY ORDINANCES CONSTRUCTION ENTRANCE o0oooooaooooopooo
~y ' ~ I ~~,T~ ~ o°o°o°o°~°o°~°~° ~ ~~'"r~='N~y'' APPLICABLE ~ INANCES AND RULES OF NI ? RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH AND STORM WATER DESIGN MANUAL.
I ~ ' . o° °°°o° r r:;t~-22.i r'i~=2...s~ CAROLINA AND 1HE FEDERAL GOVERNMENT t 0 0 0 0 0 0 +"''i GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART ~
i OF THIS PLAN. AS THE OWNER, WE ACCEP i~ ~ O O O O O D O AND OPERATION AND MAINTENANCE OF THE ER, WE ACCEPT FULL RESPONSIBILITY FOR THE CONSIRUC110N RIP-RAT' SIGNATURE: VANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO
+ 110N ' i ;~`'~r' 2x.25 CO,~ISTRUC ~ TRANSFER 1HIS RESPONSIBILITY WITHOUT T} •1 ~ QITRANCE i t r ~ _ _ n WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER pRiNTED NAME AND TITLE:
. I ~ r, ~ • ~ SIGNATURE GRAPHIC SCALE
I t ~ ~ ~.w- :mot _ .n. ,.,~w_.~ F. _ DATE: ~ o so w sa teo
PRINTED NAME AND TITLE: REGISTRATION NUMBER:
DAIS: ( tx ~>;r )
1 inch = 40 ft.
pRELIlA1NARY dRA -
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PROJECT MANAGER DRAVANG SCAM 909 MARKET STREET RELEASED FOR DATE
MNH AS NOTED MALMINGTON, NC 26401. 3 ~c IMMACULATE CONCEPTION 4
DRAWN BY PROJECT DATE (910 762-4200 APPROVALS DATE JIB 12/3/01 SEAL CATHOLIC CHURCH GRADING, DRAINAGE &
APPROVED BY PROJECT NUMBER DICKSON BIDDING DATE Asheville. NC Columbia. SC 9742 5 40
20 S ~ PER CITY, COUNTY, AND US ARMY CORPS COMMENTS 02 10366.30.WL Engineers - Planners - SwvelpTS Atlanta, GA Hickory, NC CONSTRUCTION DATE ~ l~3D 6650 CAROLINA BEACH ROAD EROSION CONTROL 2 1%/- WILMINGTON, NC 28412
REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE Landscape Architects Charlotte, NC Raleigh, NC N TOP02-SITE 5/22/02 Wllmin ton, NC RECORD DWG. DATE rr~
REVISIONS g
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