Memorandum

To: Mayor and Board of Aldermen

From: Judy Daniel, AICP; Director of Planning

Date: October 18, 2016

Re: Case #2119 - Preliminary Subdivision Plat, “Fairmont” in Grand Oaks, Phase IV

This request for Preliminary Plat approval for the “Fairmont” development in the Grand Oaks PUD, Phase IV was considered by the Planning Commission at their October 10 meeting. This property is zoned (RC) Multi-Unit Residential, located off Fazio Drive. It is located in the eastern portion of the PUD and is approximately 4 (+/-) acres. The site is a ridge, falling off to the north and south. Properties to the south and west are single family lots in Grand Oaks, and a portion of the golf course is to the north of the property. As the vegetation on the south side of this property will remain intact, this site meets all Tree Mitigation requirements. Access to the property will be via a private drive off Fazio Drive, to be called Fairmont Way. The proposed subdivision consists of one lot, which is proposed for a multi-family development. The site plan for that development was also considered and approved at the October 10 meeting by the Planning Commission, contingent upon approval of the Preliminary Plat by the Mayor and Board of Aldermen. The Planning Commission recommended approval of this Preliminary Plat with the conditions noted in the staff report which include:

1. Approval is for the plat as submitted. 2. A stamped copy of the covenants as recorded in the Chancery Clerks office to be

submitted to the Planning Department prior to permitting. 3. Include standard language on the Final Plat placing common responsibility for all common

area maintenance with the Property Owners Association. 4. Approval of ‘The Fairmont’ at Grand Oaks, by the Board of Alderman.

If you need additional information or have further questions, please feel free to contact the Planning Department.

Case 2119

To: Oxford Planning Commission From: Judy Daniel, AICP; Director of Planning Date: October 10, 2016 Applicant: Andy Fornea Owner: Larry Britt Request: Preliminary Plat approval for ‘Fairmont’ Location: Off Fazio Drive adjacent to the Grand Oaks PUD Phase IV Zoning: (PUD) Planned Unit Development/ (RC) Multi-Unit Residential Surrounding Zoning:

North: (PUD) Planned Unit Development/(A) Agricultural South: (PUD) Planned Unit Development/(RE) Residential Estate

East: (PUD) Planned Unit Development/(A) Agricultural West: (PUD) Planned Unit Development/(RE) Residential Estate Planners Comments: The subject property is designated as a Preliminary Plat for “Fairmont – The Grove at Grand Oaks”. It is located in the eastern portion of the PUD and is approximately 4 (+/-) acres. The site is a ridge, falling off to the north and south. Properties to the south and west are single family lots in Grand Oaks, and a portion of the golf course is to the north of the property. Access to the property will be via a private drive off Fazio Drive, to be called Fairmont Way. The proposed subdivision consists of one lot, which is proposed for a multi-family development that is the subject of Case 2120. As the vegetation on the south side of this property will remain intact, this site meets all Tree Mitigation requirements. The Site Plan Review Committee recommended approval of this Preliminary Plat on September 29th with the conditions noted below.

Recommendation: Approve the request for Preliminary Plat for “The Fairmont” in the Grand Oaks (PUD) Planned Unit Development Phase VI with the following conditions:

1. Approval is for the plat as submitted. 2. A stamped copy of the covenants as recorded in the Chancery Clerks office to be

submitted to the Planning Department prior to permitting. 3. Include standard language on the Final Plat placing common responsibility for all common

area maintenance with the Property Owners Association. 4. Approval of ‘The Fairmont’ at Grand Oaks, by the Board of Alderman.

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Subdivision

Plat

SD-162913 (A S Fornea 4 Acres Grand Oaks )

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(N 78°34'18" E)

(N 00

°02'2

5" W

)

(East 221.06')

(South 241.18')

(S 63°47'33" E)

(S 58°35'54" E)

(N 27

°20'2

0" E)

Point of BeginningBeginning from a 1/2"rebar found marking theNorthwest most cornerof Lot 45 of The Groveat Grand oaks, PhaseIV

LEGEND

CENTERLINE ROAD

DEED CALLS(N 79°36'00" W 210.00')

PROPERTY LINES

SETBACK LINES

MEASURED CALLS

PROPERTY CORNERS

MONUMENTS FOUND

POB POINT OF BEGINNING

POINT OF COMMENCEMENTPOC

APPARENT ADJOINING PROPERTY LINE

1/2" Rebar Found

1/2" Rebar Found

1/2" Rebar Found

1/2" RebarFound

30.00

20.00

25.00

Jerry Windham

Stuart & Lisa Roth

Lot 44Phase IV

THE GROVE AT GRAND OAKS

Lot 45Phase IV

THE GROVE AT GRAND OAKS

CB Holdings

Lot 46Phase IV

THE GROVE AT GRAND OAKS

Lot 47Phase IV

THE GROVE AT GRAND OAKS

Lot 48Phase IV

THE GROVE AT GRAND OAKS

CB Holdings

CB Holdings

Notes:

1. This is a Class "B" Survey as set forth in Appendix "A" of the Standards of Practice for Land Surveying in

the State of Mississippi.

2. This survey meets the conditions of closure and accuracy for condition "B" as set forth in Appendix "B"

of the standards of practice for Land Surveying in the State of Mississippi.

3. Field survey completed September 13, 2016.

4. This survey is subject to any right-of-way or easements recorded or unrecorded shown or not shown

on plat of survey.

5. All property corners are 1/2" rebars set, unless otherwise stated.

6. This survey is Zoned CE "Country Estate Residential" as per City of Oxford Current Zoning Map dated April 2, 2015, and is subject to the regulations, setbacks, and easements found in the City of Oxford Land Development Code latest edition.7. Underground utilities shown on this survey represent surface markings of the utilities on site by various utility owners. Underground utilities may exist which were not marked by various utility owners. Williams Engineering Consultants, Inc. is not responsible for utilities not shown that were not located by utility owners. Utility parameters are shown as provided by owners.8. Deed References:

A. Instrument 201211050

B. Instrument 200603213

C. Deed Book-512, Page-89

N. Official Plat of The Grove at Grand Oaks, Phase IV, on file in the Office of the Chancery

Clerk of Lafayette County, Mississippi, in Plat Cabinet-C, Slide-44

Description: A tract of of land located in the Southeast (SE 1/4) of section 34, Township 8 South, Range 3 West,City of Oxford, Lafayette County, Mississippi and being more particularly described as follows:

Beginning from a 1/2" rebar found marking the Northwest corner of Lot 45 of The grove at Grand Oaks, Phase IV, as shown on the official platof The Grove at Gran Oaks, Phase IV, on file in the office of the Chancery Clerk of Lafayette County, Mississippi in Plat Cabinet-A, Slide-89; run thence S 11°02'25" Efor a distance of 64.50' to a 1/2" Rebar found; run thence S 89°57'38" W for a distance of 110.40' to a 1/2" rebar found; run thence N 00°04'19" Wfor a distance of 241.07' to a 1/2" rebar found; run thence N 63°48'56" W for a distance of 211.54' to a 1/2" rebar set; run thence N 26°14'35" Efor a distance of 210.63' to a 1/2" rebar set ; run thence S 69°17'53" E for a distance of 387.68' to a 1/2" rebar set ; run thence S 58°35'54" Efor a distance of 230.45' to a 1/2" rebar set; run thence S 27°20'20" W for a distance of 164.01' to a 1/2" rebar found; run thence S 78°34'18" Wfor a distance of 282.27' to the point of beginning of the herein described tract of land. Said tract contains 4.00 acres, more or less.

"True" Geodetic Bearings were established by GPS Observation by Williams Engineering Consultants, Inc.

Date: September 15, 2016 Jeffery W. Williams, PE/PLS No. 12627

10.00

10.00

20.00

S 89°57'38" W 110.40'

CENTER LINE OF FAZIO DRIVE

Scale: 1" = 50'

50 0 50 100 200

CENTERLINE OF PROPOSED FAIRMONT WAY

Hatched area is aDedicated 50' R.O.W.Private Drive for Parcel 5BIngress/Egress/Utility EasementAs shown in the Official SubdivisionPlat for The Grove at Grand Oaks,Phase IV

UTILITIESMississippi 1 CALL - 1-800-227-6477

Date called: June 21, 2016 Verification # 16062116271409

CENTERPOINT ENERGY OXFORD 1 ATT/D, TUPELO

CITY OF OXFORDMAXXSOUTH BROADBAND LLC

Know what'sbelow.before you dig.Call

Lot 1+/- 4.00 Acres

Subdivision P

lat F

or:

Fairm

ont-T

he G

rove

at G

rand

Oak

s, Ph

ase V

IA

tract

of lan

d loc

ated i

n the

Sou

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st (S

E 1/4

) of

secti

on 34

, Tow

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8 So

uth, R

ange

3 W

est in

the C

ity of

Oxfo

rd,

Lafay

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ounty

, Miss

issipp

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N 26

°14'5

8" E

210.6

3'

S 69°16'27" E387.76'

S 58°33'57" E230.45'

S 27°

22'17

" W16

4.01'

S 78°36'15" W

282.36'

S 00

°08'5

1" E

64.50

'

S 89°56'25" W110.40'

N 00°03'15" W241.18'

N 63°48'11" W211.52'

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Certification

Sheet

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CITY OF OXFORD PLANNING COMMISSION APPROVAL:

CITY OF OXFORDCOUNTY OF LAFAYETTESTATE OF MISSISSIPPI

APPROVED AND RECOMMENDED FOR ACCEPTANCE BY THE CITY OF OXFORD PLANNING COMMISSION, THIS THE_____________DAY OF_________________,

2016

SIGNED:___________________________________

DARRYAIL WHITTINGTON, CHAIRMAN

CITY OF OXFORD PLANNING COMMISSION

CITY OF OXFORD BOARD OF ALDERMEN APPROVAL:

CITY OF OXFORDCOUNTY OF LAFAYETTESTATE OF MISSISSIPPI

APPROVED AND RECOMMENDED FOR ACCEPTANCE BY THE CITY OF OXFORD, BOARD OF ALDERMEN, THIS THE_____________DAY OF______________, 2016.

SIGNED:___________________________________

GEORGE "PAT" PATTERSON - MAYOR

CITY OF OXFORD

ATTEST:___________________________________

CITY CLERK

FILING CERTIFICATION BY CHANCERY CLERK:

PERSONALLY APPEARED BEFORE ME,__________________________________,CHANCERY CLERK, IN AND FOR LAFAYETTE COUNTY, MISSISSIPPI,

____________________________________, WHO EXECUTED THE ATTACHED OWNER'S CERTIFICATE THAT WAS SIGNED AND DELIVERED OF THEIR OWN FREE

ACT AND DEED, AND ALSO APPEARED, RICHARD S. DANIELS, WHO EXECUTED THE ATTACHED SURVEYOR'S CERTIFICATE AND ACKNOWLEDGED THAT IT WAS

SIGNED AND DELIVERED AS HIS OWN FREE ACT AND DEED.

WITNESS MY HAND AND SIGNATURE ON THIS, THE_______________DAY OF___________________, 2016.

SIGNED:_______________________________________

SHERRY WALL - CHANCERY CLERK

COUNTY OF LAFAYETTE

STATE OF MISSISSIPPI

I, SHERRY WALL, CHANCERY CLERK IN AND FOR SAID COUNTY AND STATE, HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD IN MY OFFICE

AT __________O'CLOCK ON THE ___________DAY OF

______________________, 2016, AND WAS DULY RECORDED IN PLAT CABINET_________, SLIDE_________,

WITNESS MY HAND AND SIGNATURE ON THIS, THE_________________DAY OF___________________, 2016.

SIGNED:_______________________________________

SHERRY WALL - CHANCERY CLERK

RESTRICTIVE COVENANTS

RECORDED IN INSTRUMENT NUMBER____________, OF LAND RECORDS IN THE CHANCERY CLERK'S OFFICE OF LAFAYETTE COUNTY, MISSISSIPPI.

OWNERS CERTIFICATE (DEVELOPER):

I, ________________________, MANAGING MEMBER OF ____________________________, AND AS OWNER OF THE TRACT OF LAND HEREIN DESCRIBED,

CERTIFY THAT I DID CAUSE SAID LAND TO BE SUBDIVIDED AND PLATTED AS SHOWN ON THIS FAIRMONT-THE GROVE AT GRAND OAKS, Phase VI, AND THE

STREETS ARE DEDICATED TO THE USE OF THE PUBLIC FOREVER. STREETS ARE HEREBY DEDICATED TO THE USE BY THE PUBLIC AND/OR PRIVATE

UTILITY COMPANIES WHICH SERVE THIS SUBDIVISION, SUBJECT TO THE REGULATIONS OF AND APPROVAL BY THE BOARD OF SUPERVISORS OF

LAFAYETTE COUNTY. UTILITY EASEMENTS ARE ALSO DEDICATED TO THE PUBLIC AND/OR PRIVATE UTILITY COMPANIES WHICH SERVE THIS SUBDIVISION.

SUCH SUBDIVISION AND DEDICATION IS THE OWNER'S OWN ACT AND DEED OF HIS OWN FREE WILL.

WITNESS MY HAND AND SIGNATURE THIS THE __________ DAY OF _______________, 2016.

SIGNED:_______________________________________

___________________, MANAGING MEMBER

ACKNOWLEDGMENT (DEVELOPER):

MY COMMISSION EXPIRES:

SIGNED AND SEALED:___________________________________

NOTARY PUBLIC

ADDRESS:_____________________________________________

CITY, STATE, ZIP:_______________________________________

ENGINEERS CERTIFICATE:

I CERTIFY THAT FAIRMONT-THE GROVE AT GRAND OAKS, Phase VI, IS IN CONFORMANCE WITH THE DESIGN REQUIREMENTS OF THE SUBDIVISION

REGULATIONS AND SPECIFIC CONDITIONS IMPOSED ON THIS DEVELOPMENT, AND TAKES INTO ACCOUNT ALL APPLICABLE FEDERAL, STATE AND LOCAL

LAWS AND REGULATIONS.

WITNESS MY HAND AND SIGNATURE ON THIS, THE_________________DAY OF___________________, 2016.

SIGNED:_______________________________________

JEFFERY W. WILLIAMS, PE/PLS

PE# - 12627

SURVEYORS CERTIFICATE:

I CERTIFY THAT THE WITHIN PLAT OF FAIRMONT- THE GROVE AT GRAND OAKS, Phase VI, IN LAFAYETTE COUNTY, MISSISSIPPI IS A TRUE AND CORRECT

REPRESENTATION OF SAID SUBDIVISION AND THAT I SIGNED AND DELIVERED IT AS MY OWN ACT AND DEED.

WITNESS MY HAND AND SIGNATURE ON THIS, THE_________________DAY OF___________________, 2016.

SIGNED:_______________________________________

JEFFERY W. WILLIAMS, PE/PLS

PLS# - 02833

CITY ENGINEER'S CERTIFICATE

I CERTIFY THAT ___________________ HAS COMPLIED WITH ONE OF THE FOLLOWING

ALTERNATIVES FOR FAIRMONT-THE GROVE AT GRAND OAKS, Phase VI:

1. ALL IMPROVEMENTS HAVE BEEN INSTALLED BY THE SUB-DIVIDER IN ACCORDANCE WITH THE

REQUIREMENTS OF THESE REGULATIONS AND WITH THE ACTION OF THE BOARD OF ALDERMEN,

GIVING APPROVAL OF THE PRELIMINARY PLAT, AND ACCEPTING MAINTENANCE OF UTILITIES

AND STREETS.

2. A BOND, CERTIFIED CHECK OR IRREVOCABLE LETTER OF CREDIT HAS BEEN POSTED BY THE

SUB-DIVIDER WHICH IS AVAILABLE TO THE CITY IN A SUFFICIENT AMOUNT TO ENSURE

COMPLETION OF ALL REQUIRED IMPROVEMENTS,

AS OF THIS THE ____________ DAY OF ____________, 2016.

_______________________________________________

BART ROBINSON, CITY ENGINEER

CITY OF OXFORD

CERTIFICATION SHEET

Subdivision P

lat F

or:

Fairm

ont-T

he G

rove

at G

rand

Oak

s, Ph

ase V

IA

tract

of lan

d loc

ated i

n the

Sou

theas

t (SE

1/4)

of se

ction

34, T

owns

hip 8

South

, Ran

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Wes

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of O

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, La

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CITY COMMENTS 09/09/16CITY COMMENTS 09/26/16

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CoverVICINITY MAP

INDEX OF DRAWINGS

Sheet # Sheet NameC0.0 COVERC1.0 EXISTING CONDITIONSC2.0 SITE LAYOUTC2.1 FIRE COVERAGE PLANC2.2 GREEN SPACE PLANC3.0 UTILITY LAYOUTC3.1 WATER PLANC3.2 STORM SEWER PLANC3.3 SEWER PLANC4.0 GRADING PLANC6.0 TREE MITIGATION PLANC6.1 TREE PLANC6.2 LANDSCAPE PLANC6.3 LANDSCAPE DETAILSC6.4 HARDSCAPE DETAILSC8.0 PAVING PLANC9.0 EROSION CONTROL PLANC10.0/10.1 SITE DETAILSC10.2 WATER DETAILSC10.3 SEWER DETAILSC10.4 STORM DRAIN DETAILSC10.5 EROSION CONTROL DETAILSC11.0 MAPSA1.0 BUILDING ELEVATIONSA2.0 BUILDING FLOOR PLANS

City of Oxford, Mississippi

FAIRMONTGrand Oaks Parcel - 5B

CONSTRUCTION PLANS FOR:

NTSL O C A T I O N M A P

PROJECT SITE

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Maps

AERIAL PHOTO OF SURROUNDING AREAS GENERAL MAP OF SURROUNDING AREAS

ZONING MAP OF SURROUNDING AREAS

PROJECT SITE

PROJECT SITE

PROJECT SITE

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

10' S

IDE

SETB

ACK

30' FRONT SETBACK

PARCEL 5B4.00 AC.

±0.40

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

T

Irrigation Pad

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

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ExistingConditions

XXX

XXX

LEGEND

BM-# BENCHMARKS

INLETINLET NUMBER

CENTERLINE ROAD

ASPHALTASP

TOP WALLTW

SW SIDEWALKTC TOP CURBPVC POLYVINYL CHLORIDE

EDGE OF PAVEMENTEOP

HIGH DENSITY POLYETHYLENEHDPE

TREES

W W EXISTING WATER LINES

PROPERTY LINES

WOOD FENCE LINESRIGHT OF WAY FENCE

GAS EXISTING GAS LINES

OHE EXISTING OVERHEAD ELECTRIC LINES

RIGHT OF WAY LINES

FF FINISHED FLOOR

SPOT ELEVATIONX X CHAIN LINK FENCE LINES

T T EXISTING UNDERGROUND TELEPHONE LINES

UTILITY POLES

REINFORCED CONCRETE PIPERCP

SS EXISTING SEWER LINES

FIRE HYDRANT

UGE EXISTING UNDERGROUND ELECTRIC LINES

WATER VALVEWATER METERS

EXISTING SANITARY MANHOLES

OHL EXISTING OVERHEAD LINES

FLOW LINEFL

CL CENTERLINE ROAD

SANITARY SEWER MANHOLESMH

CC CONCRETEIRR EXISTING IRRIGATION WATER LINES

SECTION TIE

TOP LEVEETL

CORRUGATED METAL PIPECMP

BUILDING SETBACKSUTILITY EASEMENT LINES

APPARENT ADJOINING PROPERTY LINE

IN-1

WM

1x 407.00

FH

W W WATER LINES

GAS GAS LINES

OHE OVERHEAD ELECTRIC LINES

T T UNDERGROUND TELEPHONE LINES

SS SEWER LINES

UGE UNDERGROUND ELECTRIC LINESOHL OVERHEAD LINES

IRR IRRIGATION WATER LINES

Scale: 1" = 40'

40 0 40 80 120

PARCEL 5B4.00 AC.

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

81PARKING SPACES

10' -12' TALLRETAINING WALL

502 LF

FIRE TRUCKTURNAROUND

STAIRS

1:12 ADA RAMP W/HANDRAILS

10' S

IDE

SETB

ACK

10'-12' TALLRETAINING WALLWITH SAFETY RAIL

570LF

6' TALLRETAINING WALLWITH SAFETY RAIL

110 LF

SITE DATA· GREENSPACE PROVIDED: 67.2% (REQUIRED: 30.0%)· (6) THREE STORY TOWN HOME BUILDINGS

35' - 1 1/2" HEIGHT· 5 UNITS PER BUILDING

· (30) TOTAL 3 BEDROOMTOWN HOME UNITS

· 2 SPACES / UNIT = 60 PARKING SPACES· 1 GUEST SPACE / 2 UNITS = 15 PARKING SPACES· 75 REQUIRED PARKING SPACES

· 81 PARKING SPACES PROVIDED

· CURRENT ZONING: PUD - RC

· SET BACKS:FRONT: 30'SIDE: 10' (SIDE SETBACK 20' DUE TO BUILDING HEIGHTS)REAR: 25'

DUMPSTER

4' TALLRETAINING WALL

30' FRONT SETBACK

FAZIO DRIVE

12' TALLRETAINING WALLWITH SAFETY RAIL

PARCEL 5B4.00 AC.

±0.40

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

T

Irrigation Pad

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

PROPOSED FAIRMONT WAY

(PRIVATE)

VAN

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

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XXX

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LEGEND

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INLETINLET NUMBER

CENTERLINE ROAD

ASPHALTASP

TOP WALLTW

SW SIDEWALKTC TOP CURBPVC POLYVINYL CHLORIDE

EDGE OF PAVEMENTEOP

HIGH DENSITY POLYETHYLENEHDPE

TREES

W W EXISTING WATER LINES

PROPERTY LINES

WOOD FENCE LINESRIGHT OF WAY FENCE

GAS EXISTING GAS LINES

OHE EXISTING OVERHEAD ELECTRIC LINES

RIGHT OF WAY LINES

FF FINISHED FLOOR

SPOT ELEVATIONX X CHAIN LINK FENCE LINES

T T EXISTING UNDERGROUND TELEPHONE LINES

UTILITY POLES

REINFORCED CONCRETE PIPERCP

SS EXISTING SEWER LINES

FIRE HYDRANT

UGE EXISTING UNDERGROUND ELECTRIC LINES

WATER VALVEWATER METERS

EXISTING SANITARY MANHOLES

OHL EXISTING OVERHEAD LINES

FLOW LINEFL

CL CENTERLINE ROAD

SANITARY SEWER MANHOLESMH

CC CONCRETEIRR EXISTING IRRIGATION WATER LINES

SECTION TIE

TOP LEVEETL

CORRUGATED METAL PIPECMP

BUILDING SETBACKSUTILITY EASEMENT LINES

APPARENT ADJOINING PROPERTY LINE

IN-1

WM

1x 407.00

FH

W W WATER LINES

GAS GAS LINES

OHE OVERHEAD ELECTRIC LINES

T T UNDERGROUND TELEPHONE LINES

SS SEWER LINES

UGE UNDERGROUND ELECTRIC LINESOHL OVERHEAD LINES

IRR IRRIGATION WATER LINES

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

1

1

4

'

10' S

IDE

SETB

ACK

4

0

'

4

0

'

2

7

'

7

8

'

3

6

'

4

1

'

4

0

'

7

6

'

7

6

'

4

1

'

3

9

'

3

0

'

7

0

'

3

7

'

6

3

'

3

0

'

3

0

'

5

0

'

1

1

1

'

1

0

9

'

7

4

'

7

4

'

1

1

0

'

1

0

9

'

5

0

'

1

1

0

'

1

1

0

'

4

5

'

2

6

'

30' FRONT SETBACK

PARCEL 5B4.00 AC.

±0.40

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

02 new 5/8 rebar432.94

02 new 1/2 rebar434.31

02 new 1/2 tube440.34

02 1/2 rebar408.22

02 5/8 rebar406.16

02 1/2 rebar415.09

02 60 penny nail407.86

02 1/2 rebar424.03

02 1/2 rod423.72

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

T

Irrigation Pad

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

VAN

Profe

ssion

al En

ginee

rs P

rofes

siona

l Lan

d Sur

veyo

rsW

ILLIA

MS E

NGIN

EERI

NG C

ONSU

LTAN

TS, IN

C.

720 N

ORTH

LAMA

R BO

ULEV

ARD,

SUI

TE A

662.2

36.96

75P.

O. B

OX 11

97

OXFO

RD, M

ISSI

SSIP

PI 3

8655

Checked By:

Drawn By:

Date:

Sheet No.:

Sheet Title:

Proj.No.:

File:

Scale:

REVISION DATE

Site

Plan

s For

:Fa

irmon

tGr

and O

aks P

arce

l - 5B

City

of Ox

ford,

Lafay

ette C

ounty

, Miss

issipp

i

07/15/2016

FILE

SD-162913

JRM

JWW

CITY COMMENTS 09/09/16CITY COMMENTS 09/26/16

1" = 40'

C 2.1

Fire CoveragePlan

XXX

XXX

LEGEND

BM-# BENCHMARKS

INLETINLET NUMBER

CENTERLINE ROAD

ASPHALTASP

TOP WALLTW

SW SIDEWALKTC TOP CURBPVC POLYVINYL CHLORIDE

EDGE OF PAVEMENTEOP

HIGH DENSITY POLYETHYLENEHDPE

TREES

W W EXISTING WATER LINES

PROPERTY LINES

WOOD FENCE LINESRIGHT OF WAY FENCE

GAS EXISTING GAS LINES

OHE EXISTING OVERHEAD ELECTRIC LINES

RIGHT OF WAY LINES

FF FINISHED FLOOR

SPOT ELEVATIONX X CHAIN LINK FENCE LINES

T T EXISTING UNDERGROUND TELEPHONE LINES

UTILITY POLES

REINFORCED CONCRETE PIPERCP

SS EXISTING SEWER LINES

FIRE HYDRANT

UGE EXISTING UNDERGROUND ELECTRIC LINES

WATER VALVEWATER METERS

EXISTING SANITARY MANHOLES

OHL EXISTING OVERHEAD LINES

FLOW LINEFL

CL CENTERLINE ROAD

SANITARY SEWER MANHOLESMH

CC CONCRETEIRR EXISTING IRRIGATION WATER LINES

SECTION TIE

TOP LEVEETL

CORRUGATED METAL PIPECMP

BUILDING SETBACKSUTILITY EASEMENT LINES

APPARENT ADJOINING PROPERTY LINE

IN-1

WM

1x 407.00

FH

W W WATER LINES

GAS GAS LINES

OHE OVERHEAD ELECTRIC LINES

T T UNDERGROUND TELEPHONE LINES

SS SEWER LINES

UGE UNDERGROUND ELECTRIC LINESOHL OVERHEAD LINES

IRR IRRIGATION WATER LINES

Scale: 1" = 40'

40 0 40 80 120

LEGEND

- MEASUREMENT PATH FROM CENTER OF FIRE TRUCK LOCATION(INDICATES A TOTAL LENGTH OF 150')

- A 10' DIAMETER CIRCLE REPRESENTING THE APPROXIMATE CENTER OF THE FIRE TRUCK (MEASUREMENTS TAKEN FROM THE OUTSIDE EDGE OF THE CIRCLE)

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

10' S

IDE

SETB

ACK

30' FRONT SETBACK

PARCEL 5B4.00 AC.

±0.40

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

T

Irrigation Pad

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

VAN

113,556.8 SFGREENSPACE

234.5 SFGREENSPACE

109.3 SFGREENSPACE

137.3 SFGREENSPACE

314.1 SFGREENSPACE

314.1 SFGREENSPACE

109.3 SFGREENSPACE

109.3 SFGREENSPACE

109.3 SFGREENSPACE

139.1 SFGREENSPACE

189.8 SFGREENSPACE

69.0 SFGREENSPACE

233.5 SFGREENSPACE

1,569.7 SFGREENSPACE

TOTAL AREA4.00 AC(174,240.0)

GREEN SPACE NOTES:

ZONING: PUD - RC

GREEN SPACE REQUIREMENTS 30%

GREEN SPACE CALCULATIONS:

TOTAL AREA CONSIDERED 174,240.0 SFTOTAL GREEN SPACE PROVIDED 117,195.1 SF

GREEN SPACE/TOTAL AREA RATIO 0.673PERCENTAGE GREEN SPACE PROVIDED67.2%

Profe

ssion

al En

ginee

rs P

rofes

siona

l Lan

d Sur

veyo

rsW

ILLIA

MS E

NGIN

EERI

NG C

ONSU

LTAN

TS, IN

C.

720 N

ORTH

LAMA

R BO

ULEV

ARD,

SUI

TE A

662.2

36.96

75P.

O. B

OX 11

97

OXFO

RD, M

ISSI

SSIP

PI 3

8655

Checked By:

Drawn By:

Date:

Sheet No.:

Sheet Title:

Proj.No.:

File:

Scale:

REVISION DATE

Site

Plan

s For

:Fa

irmon

tGr

and O

aks P

arce

l - 5B

City

of Ox

ford,

Lafay

ette C

ounty

, Miss

issipp

i

07/15/2016

FILE

SD-162913

JRM

JWW

CITY COMMENTS 09/09/16CITY COMMENTS 09/26/16

1" = 40'

C 2.2

Green SpacePlan

XXX

XXX

LEGEND

BM-# BENCHMARKS

INLETINLET NUMBER

CENTERLINE ROAD

ASPHALTASP

TOP WALLTW

SW SIDEWALKTC TOP CURBPVC POLYVINYL CHLORIDE

EDGE OF PAVEMENTEOP

HIGH DENSITY POLYETHYLENEHDPE

TREES

W W EXISTING WATER LINES

PROPERTY LINES

WOOD FENCE LINESRIGHT OF WAY FENCE

GAS EXISTING GAS LINES

OHE EXISTING OVERHEAD ELECTRIC LINES

RIGHT OF WAY LINES

FF FINISHED FLOOR

SPOT ELEVATIONX X CHAIN LINK FENCE LINES

T T EXISTING UNDERGROUND TELEPHONE LINES

UTILITY POLES

REINFORCED CONCRETE PIPERCP

SS EXISTING SEWER LINES

FIRE HYDRANT

UGE EXISTING UNDERGROUND ELECTRIC LINES

WATER VALVEWATER METERS

EXISTING SANITARY MANHOLES

OHL EXISTING OVERHEAD LINES

FLOW LINEFL

CL CENTERLINE ROAD

SANITARY SEWER MANHOLESMH

CC CONCRETEIRR EXISTING IRRIGATION WATER LINES

SECTION TIE

TOP LEVEETL

CORRUGATED METAL PIPECMP

BUILDING SETBACKSUTILITY EASEMENT LINES

APPARENT ADJOINING PROPERTY LINE

IN-1

WM

1x 407.00

FH

W W WATER LINES

GAS GAS LINES

OHE OVERHEAD ELECTRIC LINES

T T UNDERGROUND TELEPHONE LINES

SS SEWER LINES

UGE UNDERGROUND ELECTRIC LINESOHL OVERHEAD LINES

IRR IRRIGATION WATER LINES

Scale: 1" = 40'

40 0 40 80 120

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

10' S

IDE

SETB

ACK

30' FRONT SETBACK

PARCEL 5B4.00 AC.

±0.40

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

02 new 5/8 rebar432.94

02 new 1/2 rebar434.31

02 new 1/2 tube440.34

02 1/2 rebar408.22

02 5/8 rebar406.16

02 1/2 rebar415.09

02 60 penny nail407.86

02 1/2 rebar424.03

02 1/2 rod423.72

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

SMH 22STA. 9+80.41

INV.=461.00TOP=467.52

SMH 23STA. 11+00

INV.=464.70TOP=471.50

T

Irrigation Pad

Approx.Location8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

S

S

S

S

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

WM

WM

WM

WM

WM

WM

FM

FM

FM

FM

FM

FM

FM

FM

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

FH

FH

FH

VAN

Profe

ssion

al En

ginee

rs P

rofes

siona

l Lan

d Sur

veyo

rsW

ILLIA

MS E

NGIN

EERI

NG C

ONSU

LTAN

TS, IN

C.

720 N

ORTH

LAMA

R BO

ULEV

ARD,

SUI

TE A

662.2

36.96

75P.

O. B

OX 11

97

OXFO

RD, M

ISSI

SSIP

PI 3

8655

Checked By:

Drawn By:

Date:

Sheet No.:

Sheet Title:

Proj.No.:

File:

Scale:

REVISION DATE

Site

Plan

s For

:Fa

irmon

tGr

and O

aks P

arce

l - 5B

City

of Ox

ford,

Lafay

ette C

ounty

, Miss

issipp

i

07/15/2016

FILE

SD-162913

JRM

JWW

CITY COMMENTS 09/09/16CITY COMMENTS 09/26/16

1" = XXX

C 3.0

UtilityLayout

LEGEND

BM-# BENCHMARKS

INLETINLET NUMBER

CENTERLINE ROAD

ASPHALTASP

TOP WALLTW

SW SIDEWALKTC TOP CURBPVC POLYVINYL CHLORIDE

EDGE OF PAVEMENTEOP

HIGH DENSITY POLYETHYLENEHDPE

TREES

W W EXISTING WATER LINES

PROPERTY LINES

WOOD FENCE LINESRIGHT OF WAY FENCE

GAS EXISTING GAS LINES

OHE EXISTING OVERHEAD ELECTRIC LINES

RIGHT OF WAY LINES

FF FINISHED FLOOR

SPOT ELEVATIONX X CHAIN LINK FENCE LINES

T T EXISTING UNDERGROUND TELEPHONE LINES

UTILITY POLES

REINFORCED CONCRETE PIPERCP

SS EXISTING SEWER LINES

FIRE HYDRANT

UGE EXISTING UNDERGROUND ELECTRIC LINES

WATER VALVEWATER METERS

EXISTING SANITARY MANHOLES

OHL EXISTING OVERHEAD LINES

FLOW LINEFL

CL CENTERLINE ROAD

SANITARY SEWER MANHOLESMH

CC CONCRETEIRR EXISTING IRRIGATION WATER LINES

SECTION TIE

TOP LEVEETL

CORRUGATED METAL PIPECMP

BUILDING SETBACKSUTILITY EASEMENT LINES

APPARENT ADJOINING PROPERTY LINE

IN-1

WM

1x 407.00

FH

W W WATER LINES

GAS GAS LINES

OHE OVERHEAD ELECTRIC LINES

T T UNDERGROUND TELEPHONE LINES

SS SEWER LINES

UGE UNDERGROUND ELECTRIC LINESOHL OVERHEAD LINES

IRR IRRIGATION WATER LINES

Scale: 1" = 40'

0 40 80 120

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

10' S

IDE

SETB

ACK

30' FRONT SETBACK

PARCEL 5B4.00 AC.

±0.40

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

02 new 5/8 rebar432.94

02 new 1/2 rebar434.31

02 new 1/2 tube440.34

02 1/2 rebar408.22

02 5/8 rebar406.16

02 1/2 rebar415.09

02 60 penny nail407.86

02 1/2 rebar424.03

02 1/2 rod423.72

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

SMH 22STA. 9+80.41

INV.=461.00TOP=467.52

SMH 23STA. 11+00

INV.=464.70TOP=471.50

T

Irrigation Pad

Approx.Location

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

WM

WM

WM

WM

WM

WM

690 LF of 8" DIP Water Line

1 1/2" P.E. Water Service Linew/ Meter and Tracer Wire(Typical)

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

FH

FH

FH

1 1/2" P.E. Water Service Linew/ Meter and Tracer Wire(Typical)

157.5° MJ Fitting

157.5° MJ Fitting

157.5° MJ Fitting

VAN

20' Utility Easement

20' Utility Easement

20' Utility Easement

FDC

FDC

FDC

FDC

FDC

FDC

Profe

ssion

al En

ginee

rs P

rofes

siona

l Lan

d Sur

veyo

rsW

ILLIA

MS E

NGIN

EERI

NG C

ONSU

LTAN

TS, IN

C.

720 N

ORTH

LAMA

R BO

ULEV

ARD,

SUI

TE A

662.2

36.96

75P.

O. B

OX 11

97

OXFO

RD, M

ISSI

SSIP

PI 3

8655

Checked By:

Drawn By:

Date:

Sheet No.:

Sheet Title:

Proj.No.:

File:

Scale:

REVISION DATE

Site

Plan

s For

:Fa

irmon

tGr

and O

aks P

arce

l - 5B

City

of Ox

ford,

Lafay

ette C

ounty

, Miss

issipp

i

07/15/2016

FILE

SD-162913

JRM

JWW

CITY COMMENTS 09/09/16CITY COMMENTS 09/26/16

1" = xxx

C 3.1

WaterPlan

WATER INSTALLATION NOTES:1. ALL CONSTRUCTION METHODS AND MATERIALS USED IN THE WATER SYSTEM MUST COMPLYIN ALL RESPECTS TO THE CITY OF OXFORD WATER SPECIFICATIONS AND INSPECTIONREQUIREMENTS.

2. THRUST BLOCKING WILL BE USED AT ALL BENDS, PLUGS, AND TEES FOR LINES 4" IN DIA. ANDLARGER.

3. FIRE HYDRANTS SHOWN ON THE RADIUS OF A CURVE SHALL BE FIELD ADJUSTED SO THATTHE ACTUAL INSTALLATION OF FIRE HYDRANTS WILL BE A MIN. OF 3' OUTSIDE OF CURVERADIUS.

4. ANY CHANGES TO THE WATER DRAWINGS MUST BE APPROVED BY ENGINEER AND THE CITYOF OXFORD.

5. ALL REFERENCE TO "3 WAY FH REQ'D" SHALL BE FIRE HYDRANT ASSEMBLIES THAT CONFORMTO THE SPECIFICATIONS OF THE CITY OF OXFORD. (SEE WATER DETAIL SH. C10-2)

6. CONTRACTOR SHALL FOLLOW NFPA STANDARD FOR INSTALLATION OF ALL FIRE LINES ANDMUST ALSO HAVE TEST CERTIFICATE ON HAND FOR THE FIRE MARSHAL'S REVIEW.

7. THE CONTRACTOR SHALL PERMANENTLY MARK OR PHYSICALLY STAMP CURBS WITH A "W"WHERE WATER SERVICES CROSS THEM. MINIMUM LETTER SIZE SHALL BE 3" IN HEIGHT ANDLETTERS SHALL BE VISIBLE FROM THE CENTERLINE OF STREET.

8. ALL WATER SERVICES SHALL CONFORM TO THE SPECIFICATIONS OF THE CITY OF OXFORDAND SHALL EXTEND TO WITHIN 5' OF THE BUILDING LINE OR IN A POSITION WHERE THEMECHANICAL CONTRACTOR FOR THE BUILDING CAN EASILY CONNECT TO IT. ALL TERMINATIONPOINTS SHALL BE CLEARLY MARKED (SEE WATER DETAILS).

9. METER BOXES MEETING THE CITY OF OXFORD'S REQUIREMENTS SHALL BE PROVIDED FOREACH BUILDING BY THE DEVELOPER AND INSTALLED TO GRADE.

10. WATER MAINS ARE INDICATED ON THE PLANS AS LOCATED BY MISSISSIPPI 811 . IT IS THERESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL UTILITIES AS NEEDED.

11. COORDINATE NUMBER, SIZE AND LOCATION OF IRRIGATION METERS WITH LANDSCAPEDESIGN PLAN.

12. LOCATION FOR DOMESTIC AND FIRE PROTECTIONS LINES ARE SHOWN ON PLANS.CONTRACTOR SHALL COORDINATE WITH MECHANICAL PLANS.

13. ALL WATER SERVICE LINES SHALL MEET THE SPECIFICATIONS FOR THE CITY OF OXFORD.

14. ALL TAPS MADE BY CITY OF OXFORD ARE TO BE PAID FOR BY CONTRACTOR / DEVELOPER.

LEGEND

BM-# BENCHMARKS

INLETINLET NUMBER

CENTERLINE ROAD

ASPHALTASP

TOP WALLTW

SW SIDEWALKTC TOP CURBPVC POLYVINYL CHLORIDE

EDGE OF PAVEMENTEOP

HIGH DENSITY POLYETHYLENEHDPE

TREES

W W EXISTING WATER LINES

PROPERTY LINES

WOOD FENCE LINESRIGHT OF WAY FENCE

GAS EXISTING GAS LINES

OHE EXISTING OVERHEAD ELECTRIC LINES

RIGHT OF WAY LINES

FF FINISHED FLOOR

SPOT ELEVATIONX X CHAIN LINK FENCE LINES

T T EXISTING UNDERGROUND TELEPHONE LINES

UTILITY POLES

REINFORCED CONCRETE PIPERCP

SS EXISTING SEWER LINES

FIRE HYDRANT

UGE EXISTING UNDERGROUND ELECTRIC LINES

WATER VALVEWATER METERS

EXISTING SANITARY MANHOLES

OHL EXISTING OVERHEAD LINES

FLOW LINEFL

CL CENTERLINE ROAD

SANITARY SEWER MANHOLESMH

CC CONCRETEIRR EXISTING IRRIGATION WATER LINES

SECTION TIE

TOP LEVEETL

CORRUGATED METAL PIPECMP

BUILDING SETBACKSUTILITY EASEMENT LINES

APPARENT ADJOINING PROPERTY LINE

IN-1

WM

1x 407.00

FH

W W WATER LINES

GAS GAS LINES

OHE OVERHEAD ELECTRIC LINES

T T UNDERGROUND TELEPHONE LINES

SS SEWER LINES

UGE UNDERGROUND ELECTRIC LINESOHL OVERHEAD LINES

IRR IRRIGATION WATER LINES

Scale: 1" = 40'

0 40 80 120

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

10' S

IDE

SETB

ACK

30' FRONT SETBACK

PARCEL 5B4.00 AC.

±0.40

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

02 new 5/8 rebar432.94

02 new 1/2 rebar434.31

02 new 1/2 tube440.34

02 1/2 rebar408.22

02 5/8 rebar406.16

02 1/2 rebar415.09

02 60 penny nail407.86

02 1/2 rebar424.03

02 1/2 rod423.72

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

FESFL=461.79

SMH 22STA. 9+80.41

INV.=461.00TOP=467.52

SMH 23STA. 11+00

INV.=464.70TOP=471.50

T

Irrigation Pad

FESFL=468.86

Approx.Location

O.S. #1Top: 469.50FL: 457.00

SI-1Top: 467.50FL: 457.00

SI-2Top: 470.50FL: 457.20

UndergroundDetention:(5) 150 LF of 60"HDPE @ 050%

FES-1:FL: 456.00w/ RIP RAP

46 LF of 24"HDPE @2.17%

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

VAN

Profe

ssion

al En

ginee

rs P

rofes

siona

l Lan

d Sur

veyo

rsW

ILLIA

MS E

NGIN

EERI

NG C

ONSU

LTAN

TS, IN

C.

720 N

ORTH

LAMA

R BO

ULEV

ARD,

SUI

TE A

662.2

36.96

75P.

O. B

OX 11

97

OXFO

RD, M

ISSI

SSIP

PI 3

8655

Checked By:

Drawn By:

Date:

Sheet No.:

Sheet Title:

Proj.No.:

File:

Scale:

REVISION DATE

Site

Plan

s For

:Fa

irmon

tGr

and O

aks P

arce

l - 5B

City

of Ox

ford,

Lafay

ette C

ounty

, Miss

issipp

i

07/15/2016

FILE

SD-162913

JRM

JWW

CITY COMMENTS 09/09/16CITY COMMENTS 09/26/16

1" = xxx

C 3.2

StormSewer Plan

STORM WATER NOTES:1. ALL CONSTRUCTION METHODS AND MATERIALS USED IN THE STORM WATER SYSTEM MUSTCOMPLY IN ALL RESPECTS TO THE CITY OF OXFORD SPECIFICATIONS AND INSPECTIONREQUIREMENTS.

2. ANY CHANGES TO THE STORMWATER WATER DRAWINGS MUST BE APPROVED BY ENGINEERAND THE CITY OF OXFORD.

3. ALL INLETS IN CITY ROW SHALL BE MDOT SS-2 WITH CAST-IN-PLACE TOPS AND ACCESSIBLELIDS.

4. DRAINAGE BASINS IN CITY ROW SHALL BE CAST-IN-PLACE CONCRETE INLETS OR PRECASTCONCRETE INLETS .

5. ONSITE INLETS SHALL BE NYLOPLAST BASINS OR APPROVED EQUAL. SEE MANUFACTURERSSPECIFICATIONS AND DETAILS.

6. NO DRAINS WILL BE INSTALLED IN TRUCK DOCK AREAS. CONTRACTOR SHALL INSTALL PIPEAS SHOWN, TEMPORARY PLUG PIPE AND MARK FOR FUTURE CONNECTION. TIES WILL BE MADETO CURB INLETS BY THE CONTRACTOR AS SHOWN.

7. ALL PVC INSTALLED FOR ROOF DRAINS SHALL HAVE A CLEAN OUT AT TERMINI FOR ACCESSAND MAINTENANCE.

8. ALL STORM DRAIN AND SEWER SHALL BE INSPECTED BY CAMERA AND IN THE PRESENCE OFA CITY REPRESENTATIVE. ANY DAMAGE OR DEFICIENCIES SHALL BE REMOVED AND REPLACEDAND OR REPAIRED IN ACCORDANCE TO MANUFACTURERS AT THE DISCRETION OF THE CITY.ALL REPAIRS SHALL BE MADE PRIOR TO CITY ACCEPTANCE.

LEGEND

BM-# BENCHMARKS

INLETINLET NUMBER

CENTERLINE ROAD

ASPHALTASP

TOP WALLTW

SW SIDEWALKTC TOP CURBPVC POLYVINYL CHLORIDE

EDGE OF PAVEMENTEOP

HIGH DENSITY POLYETHYLENEHDPE

TREES

W W EXISTING WATER LINES

PROPERTY LINES

WOOD FENCE LINESRIGHT OF WAY FENCE

GAS EXISTING GAS LINES

OHE EXISTING OVERHEAD ELECTRIC LINES

RIGHT OF WAY LINES

FF FINISHED FLOOR

SPOT ELEVATIONX X CHAIN LINK FENCE LINES

T T EXISTING UNDERGROUND TELEPHONE LINES

UTILITY POLES

REINFORCED CONCRETE PIPERCP

SS EXISTING SEWER LINES

FIRE HYDRANT

UGE EXISTING UNDERGROUND ELECTRIC LINES

WATER VALVEWATER METERS

EXISTING SANITARY MANHOLES

OHL EXISTING OVERHEAD LINES

FLOW LINEFL

CL CENTERLINE ROAD

SANITARY SEWER MANHOLESMH

CC CONCRETEIRR EXISTING IRRIGATION WATER LINES

SECTION TIE

TOP LEVEETL

CORRUGATED METAL PIPECMP

BUILDING SETBACKSUTILITY EASEMENT LINES

APPARENT ADJOINING PROPERTY LINE

IN-1

WM

1x 407.00

FH

W W WATER LINES

GAS GAS LINES

OHE OVERHEAD ELECTRIC LINES

T T UNDERGROUND TELEPHONE LINES

SS SEWER LINES

UGE UNDERGROUND ELECTRIC LINESOHL OVERHEAD LINES

IRR IRRIGATION WATER LINES

Scale: 1" = 40'

0 40 80 120

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

10' S

IDE

SETB

ACK

30' FRONT SETBACK

PARCEL 5B4.00 AC.

±0.40

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

SMH 22STA. 9+80.41

INV.=461.00TOP=467.52

SMH 23STA. 11+00

INV.=464.70TOP=471.50

T

Irrigation Pad

Approx.Location8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

S

S

S

S

SMH-1TOP: 476.39FL: 472.39

SMH-2TOP: 481.43FL: 477.43

SMH-3TOP: 472.19FL: 468.19

SMH-4TOP: 470.00FL: 465.64

203 LF of 8" PVC Sewer Line @ 5.61% (Private)

102 LF of 8" PVC Sewer Line @ 4.94% (Private)

LS-1TOP: 471.50FL: 465.36(Private) 181 LF of 8" PVC Sewer Line @ 1.41% (Private)

57 LF of 8"PVC SewerLine @ 0.50%(Private)

415 LF of 4"PVC Forcemain(Private)

6" SanitarySewer ServiceLine (Typical)(Private)

FM

FM

FM

FM

FM

FM

FM

FM

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

VAN

Profe

ssion

al En

ginee

rs P

rofes

siona

l Lan

d Sur

veyo

rsW

ILLIA

MS E

NGIN

EERI

NG C

ONSU

LTAN

TS, IN

C.

720 N

ORTH

LAMA

R BO

ULEV

ARD,

SUI

TE A

662.2

36.96

75P.

O. B

OX 11

97

OXFO

RD, M

ISSI

SSIP

PI 3

8655

Checked By:

Drawn By:

Date:

Sheet No.:

Sheet Title:

Proj.No.:

File:

Scale:

REVISION DATE

Site

Plan

s For

:Fa

irmon

tGr

and O

aks P

arce

l - 5B

City

of Ox

ford,

Lafay

ette C

ounty

, Miss

issipp

i

07/15/2016

FILE

SD-162913

JRM

JWW

CITY COMMENTS 09/09/16CITY COMMENTS 09/26/16

1" = xxx

C 3.3

SewerPlan

SEWER INSTALLATION NOTES:1. ALL WASTEWATER PIPE CONSTRUCTION MUST CONFORM TO ALL CITY OF OXFORDSTANDARDS AND SPECIFICATIONS.

2. CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT ELEVATIONS OF WASTEWATER PIPEFOR CONNECTION TO EXISTING WASTEWATER SYSTEMS.

3. ALL PROPOSED SANITARY SEWER PIPING SHALL BE INSTALLED AT A GRADE OF NO LESSTHAN 0.40 % OR PER CITY OF OXFORD STANDARDS, WHICHEVER IS GREATER.

4. SEWERS SHOULD BE LAID AT LEAST 10 FEET HORIZONTALLY AND 18" VERTICALLY FROM ANYEXISTING OR PROPOSED WATER MAIN, WITH THE WATER MAIN ABOVE THE SEWER PIPE.SEWERS CROSSING WATER MAINS SHALL BE ARRANGED SO THAT THE SEWER JOINTS WILL BEEQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN OR THE SEWER SHOULD BEDUCTILE IRON OR SHALL BE ENCASED IN DUCTILE IRON OR CONCRETE FOR A MINIMUM OF ONEFULL JOINT LENGTH ON EACH SIDE OF THE CROSSING.

5. ALL SEWER SERVICE SHALL BE 6" PVC UP TO BUILDING CLEANOUTS, REFER TOARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION, ALL SERVICE LINES SHALL MEETTHE SPECIFICATIONS OF THE CITY OF OXFORD.

6. SEWER SERVICES SHALL BE INSTALLED TO WITHIN 5' OF THE BUILDING.

7. ALL STORM DRAIN AND SEWER SHALL BE INSPECTED BY CAMERA AND IN THE PRESENCE OFA CITY REPRESENTATIVE. ANY DAMAGE OR DEFICIENCIES SHALL BE REMOVED AND REPLACEDAND OR REPAIRED IN ACCORDANCE TO MANUFACTURERS AT THE DISCRETION OF THE CITY.ALL REPAIRS SHALL BE MADE PRIOR TO CITY ACCEPTANCE.

8. ALL SEWER CLEAN OUTS SHALL BE WATER TIGHT TO PREVENT INFILTRATION AND SHALL BEOF MATERIAL TYPE TO WITHSTAND HEAVY DUTY TRAFFIC (ie NEENAH 1975-A OR APPROVEDEQUAL)

9. ALL SEWER LOCATED OUTSIDE OF CITY RIGHT-OF-WAY WILL BE PRIVATELY OWNED ANDMAINTAINED.

LEGEND

BM-# BENCHMARKS

INLETINLET NUMBER

CENTERLINE ROAD

ASPHALTASP

TOP WALLTW

SW SIDEWALKTC TOP CURBPVC POLYVINYL CHLORIDE

EDGE OF PAVEMENTEOP

HIGH DENSITY POLYETHYLENEHDPE

TREES

W W EXISTING WATER LINES

PROPERTY LINES

WOOD FENCE LINESRIGHT OF WAY FENCE

GAS EXISTING GAS LINES

OHE EXISTING OVERHEAD ELECTRIC LINES

RIGHT OF WAY LINES

FF FINISHED FLOOR

SPOT ELEVATIONX X CHAIN LINK FENCE LINES

T T EXISTING UNDERGROUND TELEPHONE LINES

UTILITY POLES

REINFORCED CONCRETE PIPERCP

SS EXISTING SEWER LINES

FIRE HYDRANT

UGE EXISTING UNDERGROUND ELECTRIC LINES

WATER VALVEWATER METERS

EXISTING SANITARY MANHOLES

OHL EXISTING OVERHEAD LINES

FLOW LINEFL

CL CENTERLINE ROAD

SANITARY SEWER MANHOLESMH

CC CONCRETEIRR EXISTING IRRIGATION WATER LINES

SECTION TIE

TOP LEVEETL

CORRUGATED METAL PIPECMP

BUILDING SETBACKSUTILITY EASEMENT LINES

APPARENT ADJOINING PROPERTY LINE

IN-1

WM

1x 407.00

FH

W W WATER LINES

GAS GAS LINES

OHE OVERHEAD ELECTRIC LINES

T T UNDERGROUND TELEPHONE LINES

SS SEWER LINES

UGE UNDERGROUND ELECTRIC LINESOHL OVERHEAD LINES

IRR IRRIGATION WATER LINES

Scale: 1" = 40'

0 40 80 120

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

10' S

IDE

SETB

ACK

30' FRONT SETBACK

FFE:472

47247

3

476

477

FFE:483

FFE:487

FFE:476.5

FFE:475

FFE:472

FFE:472

470

480

475

TW: 478.00BW: 477.00

TW: 477.00BW: 470.00

TW: 472.00BW: 460.00

TW: 467.00BW: 455.00

TW: 477.00BW: 465.00

TW: 462.00BW: 450.00

TW: 457.00BW: 445.00

TW: 456.00BW: 445.00

TW: 454.50BW: 445.00

TW: 456.00BW: 450.00

TW: 456.00BW: 455.00

TW: 470.00BW: 458.00

TW: 492.00BW: 486.50

TW: 470.00BW: 458.00

TW: 491.00BW: 487.00

TW: 488.00BW: 487.00

TW: 494.00BW: 487.00

TW: 487.00BW: 486.00

480

475

TW: 470.00BW: 458.00

TW: 469.00BW: 458.00

TW: 468.00BW: 456.00

TW: 468.00BW: 458.00

TW: 471.00BW: 459.00

TW: 475.00BW: 465.00

TW: 478.00BW: 470.00

TW: 480.00BW: 478.00

470

465

475

480

485

490

495 500

471

479

478

477

476

474

473

472471

469468

481

482

483

485

486

FFE:482.5

TC: 484.00BC: 483.50

FFE:475

479

474

478

455

450

471

445

TC: 468.75BC: 468.25

471.30

471.15471.50

TC: 471.50BC: 471.00

471

TC: 474.50BC: 474.00

471.50

471

474

473472

47947

8477

476

474

482.85

482.90

482.65483.25

476.25

486.50

484

482.50

482

483

481

TW: 470.00BW: 464.00

TW: 470.00BW: 468.00

PARCEL 5B4.00 AC.

±0.40

415

465

460

470

475

455450

480

500490

445

505

500503

502

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

02 new 5/8 rebar432.94

02 new 1/2 rebar434.31

02 new 1/2 tube440.34

02 1/2 rebar408.22

02 5/8 rebar406.16

02 1/2 rebar415.09

02 60 penny nail407.86

02 1/2 rebar424.03

02 1/2 rod423.72

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

T

Irrigation Pad

500

495

490

490

485

480

475

470

450

445

440

445

450

455

460

465

470

470

465

460

455

435

450

480

475

470

465

455

450

445

465

465

460

460

455

455

450

450

445

445

440

435435435

430

435

440

430

425

420

415

445

450

455

460

465

470

485

480

470

450

455

460

465

475

475

480

485

470

465

460

455

420

425

430

440

435

490

490

475

480

485

490

485

480

475

500

500

495

495

425

440

435

430

420

465

465

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

VAN

Profe

ssion

al En

ginee

rs P

rofes

siona

l Lan

d Sur

veyo

rsW

ILLIA

MS E

NGIN

EERI

NG C

ONSU

LTAN

TS, IN

C.

720 N

ORTH

LAMA

R BO

ULEV

ARD,

SUI

TE A

662.2

36.96

75P.

O. B

OX 11

97

OXFO

RD, M

ISSI

SSIP

PI 3

8655

Checked By:

Drawn By:

Date:

Sheet No.:

Sheet Title:

Proj.No.:

File:

Scale:

REVISION DATE

Site

Plan

s For

:Fa

irmon

tGr

and O

aks P

arce

l - 5B

City

of Ox

ford,

Lafay

ette C

ounty

, Miss

issipp

i

07/15/2016

FILE

SD-162913

JRM

JWW

CITY COMMENTS 09/09/16CITY COMMENTS 09/26/16

1" = xxx

C 4.0

GradingPlan

LEGEND

BM-# BENCHMARKS

INLETINLET NUMBER

CENTERLINE ROAD

ASPHALTASP

TOP WALLTW

SW SIDEWALKTC TOP CURBPVC POLYVINYL CHLORIDE

EDGE OF PAVEMENTEOP

HIGH DENSITY POLYETHYLENEHDPE

TREES

W W EXISTING WATER LINES

PROPERTY LINES

WOOD FENCE LINESRIGHT OF WAY FENCE

GAS EXISTING GAS LINES

OHE EXISTING OVERHEAD ELECTRIC LINES

RIGHT OF WAY LINES

FF FINISHED FLOOR

SPOT ELEVATIONX X CHAIN LINK FENCE LINES

T T EXISTING UNDERGROUND TELEPHONE LINES

UTILITY POLES

REINFORCED CONCRETE PIPERCP

SS EXISTING SEWER LINES

FIRE HYDRANT

UGE EXISTING UNDERGROUND ELECTRIC LINES

WATER VALVEWATER METERS

EXISTING SANITARY MANHOLES

OHL EXISTING OVERHEAD LINES

FLOW LINEFL

CL CENTERLINE ROAD

SANITARY SEWER MANHOLESMH

CC CONCRETEIRR EXISTING IRRIGATION WATER LINES

SECTION TIE

TOP LEVEETL

CORRUGATED METAL PIPECMP

BUILDING SETBACKSUTILITY EASEMENT LINES

APPARENT ADJOINING PROPERTY LINE

IN-1

WM

1x 407.00

FH

W W WATER LINES

GAS GAS LINES

OHE OVERHEAD ELECTRIC LINES

T T UNDERGROUND TELEPHONE LINES

SS SEWER LINES

UGE UNDERGROUND ELECTRIC LINESOHL OVERHEAD LINES

IRR IRRIGATION WATER LINES

Scale: 1" = 40'

0 40 80 120

6% SLOPE

10%

MAX

SLO

PE

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

10' S

IDE

SETB

ACK

30' FRONT SETBACK

PARCEL 5B4.00 AC.

±0.40

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

02 new 5/8 rebar432.94

02 new 1/2 rebar434.31

02 new 1/2 tube440.34

02 1/2 rebar408.22

02 5/8 rebar406.16

02 1/2 rebar415.09

02 60 penny nail407.86

02 1/2 rebar424.03

02 1/2 rod423.72

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

T

Irrigation Pad

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

VAN

Profe

ssion

al En

ginee

rs P

rofes

siona

l Lan

d Sur

veyo

rsW

ILLIA

MS E

NGIN

EERI

NG C

ONSU

LTAN

TS, IN

C.

720 N

ORTH

LAMA

R BO

ULEV

ARD,

SUI

TE A

662.2

36.96

75P.

O. B

OX 11

97

OXFO

RD, M

ISSI

SSIP

PI 3

8655

Checked By:

Drawn By:

Date:

Sheet No.:

Sheet Title:

Proj.No.:

File:

Scale:

REVISION DATE

Site

Plan

s For

:Fa

irmon

tGr

and O

aks P

arce

l - 5B

City

of Ox

ford,

Lafay

ette C

ounty

, Miss

issipp

i

07/15/2016

FILE

SD-162913

JRM

JWW

CITY COMMENTS 09/09/16CITY COMMENTS 09/26/16

1" = xxx

C 8.0

PavingPlan

HEAVY DUTY PAVING

LIGHT DUTY PAVING

PAVING LEGEND

NOTE:In the event of a break in the City-maintained water line, the City willrepair the subgrade and pavement in the same manner as repairs aremade in a City street. Any areas of soil-cement will be repaired withcrushed limestone. Any concrete pavement will be repaired using HotMix Asphalt.

LEGEND

BM-# BENCHMARKS

INLETINLET NUMBER

CENTERLINE ROAD

ASPHALTASP

TOP WALLTW

SW SIDEWALKTC TOP CURBPVC POLYVINYL CHLORIDE

EDGE OF PAVEMENTEOP

HIGH DENSITY POLYETHYLENEHDPE

TREES

W W EXISTING WATER LINES

PROPERTY LINES

WOOD FENCE LINESRIGHT OF WAY FENCE

GAS EXISTING GAS LINES

OHE EXISTING OVERHEAD ELECTRIC LINES

RIGHT OF WAY LINES

FF FINISHED FLOOR

SPOT ELEVATIONX X CHAIN LINK FENCE LINES

T T EXISTING UNDERGROUND TELEPHONE LINES

UTILITY POLES

REINFORCED CONCRETE PIPERCP

SS EXISTING SEWER LINES

FIRE HYDRANT

UGE EXISTING UNDERGROUND ELECTRIC LINES

WATER VALVEWATER METERS

EXISTING SANITARY MANHOLES

OHL EXISTING OVERHEAD LINES

FLOW LINEFL

CL CENTERLINE ROAD

SANITARY SEWER MANHOLESMH

CC CONCRETEIRR EXISTING IRRIGATION WATER LINES

SECTION TIE

TOP LEVEETL

CORRUGATED METAL PIPECMP

BUILDING SETBACKSUTILITY EASEMENT LINES

APPARENT ADJOINING PROPERTY LINE

IN-1

WM

1x 407.00

FH

W W WATER LINES

GAS GAS LINES

OHE OVERHEAD ELECTRIC LINES

T T UNDERGROUND TELEPHONE LINES

SS SEWER LINES

UGE UNDERGROUND ELECTRIC LINESOHL OVERHEAD LINES

IRR IRRIGATION WATER LINES

Scale: 1" = 40'

0 40 80 120

20' SIDE SETBACK

10' SIDE SETBACK

25' R

EAR

SETB

ACK

20' S

IDE

SETB

ACK

10' S

IDE

SETB

ACK

30' FRONT SETBACK

PARCEL 5B4.00 AC.

±0.40

M02 1/2" rebarfd448.90

FAZIO DRIVE

349.58''

S 53°45'28" E

OUT PARCEL

02 new 5/8 rebar432.94

02 new 1/2 rebar434.31

02 new 1/2 tube440.34

02 1/2 rebar408.22

02 5/8 rebar406.16

02 1/2 rebar415.09

02 60 penny nail407.86

02 1/2 rebar424.03

02 1/2 rod423.72

55.60'

S53°45'28"E

S 58°35'54" E127.65'

LOT 47PHASE IV OF LOT 48

THE GROVE AT GRAND OAKS

LOT 46

T

Irrigation Pad

CoSf

Ip

Ip

Sf

Sf

Sf

ZONED: PUD-R1-A

CB HOLDINGSZONED: PUD - ARIG.

TODD AND LISA ROTHZONED: PUD - R1-A

ZONED: PUD - CE

LOT 45

LOT 44

VAN

Profe

ssion

al En

ginee

rs P

rofes

siona

l Lan

d Sur

veyo

rsW

ILLIA

MS E

NGIN

EERI

NG C

ONSU

LTAN

TS, IN

C.

720 N

ORTH

LAMA

R BO

ULEV

ARD,

SUI

TE A

662.2

36.96

75P.

O. B

OX 11

97

OXFO

RD, M

ISSI

SSIP

PI 3

8655

Checked By:

Drawn By:

Date:

Sheet No.:

Sheet Title:

Proj.No.:

File:

Scale:

REVISION DATE

Site

Plan

s For

:Fa

irmon

tGr

and O

aks P

arce

l - 5B

City

of Ox

ford,

Lafay

ette C

ounty

, Miss

issipp

i

07/15/2016

FILE

SD-162913

JRM

JWW

CITY COMMENTS 09/09/16CITY COMMENTS 09/26/16

1" = xxx

C 9.0

ErosionControl

Plan

UNIFORM CODING SYSTEMFOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES

STRUCTURAL PRACTICES

CODE PRACTICE DETAIL MAP SYMBOL DESCRIPTION

CHECKDAM A small temporary barrier or dam constructed across aswale, drainage ditch or area of concentrated flow.

CONSTRUCTION A stone-stablizied pad located at any point where trafficEXIT will be leaving a construction site to a public right of way, street,

alley, sidewalk or parking lot.

DIVERSION An earth channel or dike located above, below, or across aslope to divert runoff. This may be a temporary of permanent structure.

ROCK FILTER A permanent or temporary stone filter dam installedDAM across small streams or drainageways.

RETAINING A wall is installed to stabilize cut and fill slopes whereWALL maximum permissible slopes are not obtainable. Each situation

will require special design.

SILT FENCE A barrier to prevent sediment from leaving the construction site.It may be sandbags, bales of straw or hay, brush, or a sedimentfence. The barriers are usually temporary & inexpensive.

INLET An impounding area created by encaving around a storm drain dropSEDIMENT inlet. The excavated area will be filled and stabilized on completion ofTRAP construction activities.

TEMPORARY A basin created by excavating or constructing a dam across a SEDIMENT waterway. The surface water runoff is temporarily stored allowing theBASIN bulk of the sediment to drop out.

TEMPORARY A temporary bridge or culvert-type structure protecting a stream orSTREAM watercourse from damage by crossing construction equipment.CROSSING

STORM DRAIN A paved or short section of rip rap channel at the outlet of aOUTLET storm drain system preventing erosion from the concentrated runoff.PROTECTION

SURFACE A rough soil surface with horizontal depressions on a contour or slopeROUGHENING left in a roughened condition after grading.

TOPSOILING A practice of stripping off the more fertile topsoil, storing it, thenspreading it over the disturbed area after the completion of the construction activities.

STRUCTURAL PRACTICES

CODE PRACTICE DETAIL MAP SYMBOL DESCRIPTION

BUFFER ZONE An undisturbed natural "green belt" separating the land-disturbed site from adjoining property and bordering streams.

DIST. AREA Establishing permanent vegetative cover such as trees, shrubs, vines,STABILIZATION grasses, sod, or legumes on disturbed areas.(W/ PERMANENTVEGETATION)

DUSTCONTROL ON Controlling surface and air movement of dust on construction sites,DISTURBED roadways, and similar sites.AREAS

SOIL A protective covering (blanket) or soil stabilization mat used to MATTING establish permanent vegetation on steep slopes.

Cd

Co

Di

Rd

Re

Sf

Ip

Tsb

Sr

St

Su

Tp

Su

St

Tp

Sr

Re

Rd

Co

Bf

Ds

Du

Mb

Ds

Du

Bf

Mb

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE MEETING AND MAINTAINING ALL REQUIREMENTS OF THE MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) LARGECONSTRUCTION GENERAL PERMIT (CNOI). INCLUDING BUT IS NOT LIMITED TO EROSION CONTROL INSPECTIONS. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ANDMDEQ CONSTRUCTION GENERAL PERMIT WILL BE PROVIDED TO THE OWNER, BUT SHALL BE MAINTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT STARTCONSTRUCTION UNTIL A COPY OF THE SWPPP AND MDEQ CONSTRUCTION GENERAL PERMIT IN HAND.

2. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES FOR THE ENTIRE DURATION OF SITE CONSTRUCTION ACTIVITIES OR UNTIL GROWTH OF GRASS ISESTABLISHED.

3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION CONTROL DURING CONSTRUCTION BY THE PLACEMENT OF SILT FENCES, WATTLES OR OTHER EROSION CONTROLDEVICES WHERE NECESSARY TO PREVENT SILT OR SEDIMENT ACCUMULATION IN ANY DITCHES, PIPES, DRAINAGE STRUCTURES OR ON ADJACENT PROPERTIES. THECONTRACTOR SHALL PROVIDE ANY ADDITIONAL EROSION CONTROL AS NEEDED OR AS DIRECTED BY THE ENGINEER.

4. ALL NEW CUT OR FILL AREAS LACKING ADEQUATE VEGETATION SHALL BE FERTILIZED, MULCHED, SEEDED AND/OR SODDED AS REQUIRED TO EFFECTIVELY CONTROL SOILEROSION.

5. SEE STORM WATER POLLUTION PREVENTION PLAN FOR HOUSEKEEPING CONTROLS.

6. CONTRACTOR SHALL SET ASIDE AN AREA NEAR THE CONSTRUCTION ENTRANCE FOR ALL CONCRETE WASH DOWN OPERATIONS. THE CONTRACTOR SHALL INSTALL ANEARTHEN BERM AROUND THE WASH DOWN AREA TO INSURE NO WATER IS ALLOWED TO LEAVE THE AREA. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THIS AREA FORTHE ENTIRE LENGTH OF THE PROJECT.

7. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF OXFORD'S LANDSCAPE ORDINANCE BY INSTALLING AND MAINTAINING THE REQUIREDTREE PROTECTION FENCE.

8. EXISTING VEGETATION ALONG PROPERTY LINES WILL BE RETAINED WHERE ALLOWABLE.

9. NO MUD, SILT OR SEDIMENT IS ALLOWED TO GATHER ON PUBLIC ROADS. THE CONTRACTOR SHALL IMMEDIATELY TAKE ACTION TO REMOVEMATERIAL.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING DUST TO A MINIMUM AT ALL TIMES.

11. ALL INLET SHALL RECEIVE INLET PROTECTION AT ALL TIMES DURING CONSTRUCTION.

12. CONCRETE WASH OUT AREA, MATERIAL STORAGE AREA AND EMERGENCY MAINTENANCE AREA TO BE LOCATED NEAR JOB TRAILER. JOBTRAILER LOCATION TO BE DETERMINED BY CONTRACTOR.

13. CONTRACTOR SHALL SHALL LIMIT CONSTRICTION ACTIVITIES ON EXISTING ESTABLISHED SLOPES.

14. SILT FENCE SHALL BE INSTALLED FOR EROSION CONTROL PURPOSES AND AS A CONSTRUCTION BARRIER.

15. IT IS ULTIMATELY THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SEDIMENT DOES NOT LEAVE THE SITE OR ENTER ADJACENTDRAINAGE AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO USE ADDITIONAL BEST MANAGEMENT PRACTICES AND SHALL BE ADDED AT THECONTRACTORS EXPENSE.

Scale: 1" = 40'

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