NOTES

1. The roads within this subdivision will be dedicated as private roads

and utility easements with a minimum 60’ width. The roads will not

be maintained by the County of Victoria.

2. Water service will be provided by private on-site wells

4. The Commissioner’s Court of the County of Victoria, Texas does not accept

any streets or easements reflected on the plat for maintainence and that

approval of the specifications for drainage and/or availability of water

sewage disposal is not to be implied by the Commissioner’s approval.

A. Total Acreage = 64.545 acres

B. Total number of lots = 13

stamped "CIVILCORP", others are found, and noted hereon.

ENGINEERS SURVEYORS

1501 E. MOCKINGBIRD, SUITE 406, VICTORIA, TEXAS 77904

TEL: (361)570-7500 FAX: (361)570-7501

OWNERS CERTIFICATE AND DEDICATION

WHERAS, BLM DEVELOPMENT, LLC is the owner of a 64.545 acre tract of land

being partially in the Luciano Navarro League, A-89 and the F. Dimmitt

Grant, A-20, all in Victoria Countyt, Texas and being al of that certain

67.549 acre tract of land conveyed to BLM DEVELOPMENT, LLC (201210025)

and being more fully described by metes and bounds with bearings based

off of the Texas State Plain Coordinate System, South Central Zone as follows:

BEGINNING at a fence corner post for the northwest corner of this description

in the easterly right-of-way line of the Union Pacific Railroad;

THENCE, along the northerly line of this tract, N77^50’E, 3849.64 feet to

a 1-1/4" steel pipe found for northeast corner of this parcel, same being

the northwest corner of an ingress-egress easement (200605147);

at 20.34 feet pass a point from which a 1-1/4" steel pipe found bears

0.64’ left, at 37.78 feet pass a point for the southwest corner of said

ingress-egress easement, same being the northwest corner of a 67.97 acre

tract (200605147) and continuing for an overall distance of 811.06 feet

to a 5/8 " steel rod found for the southeast corner of this parcel, same

being the northeast corner of a second BLM DEVELOPMENT, LLC. tract (201210036);

THENCE, along the common line of said two BLM tracts, S77^49’56"W, 3337.46

feet pass the northeast corner of a 40’ wide ingress-egress easement

(Tract II Exhibit "B" 201210025) and continuing for an overall distance

3405.66 feet to a 5/8 " steel rod found for their common corner in the east

right-of-way line of said railroad;

THENCE, along said railroad right-of-way line, N40^32’55"W, 921.91 feet

to the PLACE OF BEGINNING; CONTAINING within these metes and bounds 64.545

acres of land.

STATE OF TEXAS}

COUNTY OF VICTORIA}

This is to certify that BLM DEVELOPMENT, LLC is the owner of the land

depicted hereon as conveyed to them by Edmund C. Nitschmann and wife, Gloria

Nitschmann recorded in 2001210025 and dated 4th day September 2012 of the

Official Records of Victoria County, Texas and being designated as SAVANNAH

OAKS, PHASE I in Victoria County, Texas.

Records of Victoria County, Texas, do hereby in all things subordinate our interest in said

property to the purposes and effects of said plat and the dedications and restriction shown

herein to said plat. Further we confirm that we are the present owners of said lien and have

not assigned the same nor any part thereof.

We, New First National Bank, owner and holder of a lien against the property shown on this

plat, said lien being evidenced by instrument of record in 201210037, of the Official

THENCE, along the east line of this tract being described, S11^45’38"E,

PLAT DEPICTING A 67.545 ACRE PRIVATE SUBDIVISION BEING PARTIALLY IN THE LUCIANO

NAVARRO SURVEY, A-89 AND THE F. DIMMITT GRANT, A-20, ALL IN VICTORIA COUNTY, TEXAS

AND BEING ALL OF THAT CERTAIN 67.549 ACRE TRACT OF LAND CONVEYED TO BLM

DEVELOPMENT, LLC (201210025)

BRIAN PNACEK, President

According to the Flood Insurance Rate Map (FIRM) for Victoria County,

Texas, Community Panel Number 480637 0050 B, dated 18 September 1987, a

portion of this plat as depicted hereon is in a Zone "A" with no base

flood elevations published.

All construction in Victoria County must be in compliance with the Flood

Damage Prevention Ordinance. Also, please refer to the Developer’s Subdivision

Restrictions Information regarding building requirements.

COUNTY FLOOD PLAIN ADMINISTRATOR

No building constructed in this subdivision shall be occupied until that

building is connected to a permitted, functioning on-site sewage facility

(OSSF) approved by the Texas Commission on Enviromental Quality or its

Authorized agent.

VICTORIA COUNTY HEALTH DEPARTMENT

Approved this day of 2013 by the Commissioners

Court for the County of Victoria, Texas.

DONALD R. POZZI, JUDGE

ROBERT CORTEZ, COUNTY CLERK

FLOODPLAIN APPROVAL

LIENHOLDER STATEMENT

STATE OF TEXAS]

known to me to be the person whose name is subscribed to the foregoing document, and acknowledged

STATE OF TEXAS}

COUNTUY OF VICTORIA}

Before me, the undersigned authority, on this day personally appeared Brian

Pnacek, known to me to be the person whose name is subscribed to the foregoing

instrument, and acknowledged to me that such person executed the same for the

purpose and considerations therein stated.

Given under my hand and seal of office this the day of 2013.

NOTARY PUBLIC, VICTORIA COUNTY, TEXAS

to me that such person executed the same for the purpose and considerations there in stated.

Given under my hand and seal of office this the day of 2013.

HEALTH DEPARTMENT APPROVAL

COMMISSIONERS COURT

CERTIFICATE OF APPROVAL

NEAL STEVENSON Vice-President

Before me, the undersigned authority, on this day personally appeared Neal Stevenson

NOTARY PUBLIC, VICTORIA COUNTY, TEXAS

COUNTY OF VICTORIA]

3. There is a 100’ diameter sanitary sewer control easement to be placed around

each well and no septic system shall be constructed within this area in

accordance with TCEQ rules.

C. Residential Density = 0.20 lots per acre

chg’d from 13 lots

12 lots 22/Jan/13

added BFE’s

06/Feb/13

THE UNDERSIGNED HEREBY CERTIFIES:

KNOW ALL MEN BY THESE PRESENTS:

CIVILCORP, LLC

BY: RANDY JANAK

PROFESSIONAL ENGINEER

TEXAS P.E. No. 90185

SIGNED:

ALLEN J. HANSLIK

REGISTERED PROFESSIONAL LAND SURVEYOR

TEXAS No. 4012

That I, Randy Janak, do hereby certify that the foregoing

Plat was prepared in accordance with the Subdivision

Ordinance of the County of Victoria, Texas.

That this survey was made on the ground on 21/December/2012, that the only

improvements on the ground are as shown, that there are no visible

encroachments, overlaps, protrustions, conflicts or visible easements

except as shown. Final corners set on 3/January/2013.

5. Statistical Data:

6. Lot corners set are marked by a 5/8 " steel rebar set with yellow plastic cap

7. Copano Pipeline is in a 50’ wide easement (Original easement to TRANSCO 273-409)

8. C. P. & L. transmission line in a 100’ wide easement (118-42 blanket ease,)

9. No private water and sanitary sewer lines are allowed to cross the Copano Pipeline

N

4 5 6 72

3

1

S1

1^4

5’3

8"E

81

1.0

6’

N40^32’55"W

921.9

1’

S1

1^4

5’3

8"E

, 81

1.1

1’

811.1

1’

811.1

1’

811.1

0’

811.0

8’

811.0

8’

811.0

7’

811.0

7’

649.02’

296.4

6’

250.4

0’

248.1

6’

215.7

4’

250.4

0’

455.7

7’

808.75’

288.0

0’

250.0

0’

273.1

1’

S78^14’22"W

311.00’

S78^14’22"W

376.00’

N11^45’34"W

, 921.9

2’ f

rom

5/8 "

steel r

od f

ound

0

SCALE IN FEET

LOCATION MAP

ENGINEERS SURVEYORS

1501 E. MOCKINGBIRD, SUITE 406, VICTORIA, TEXAS 77904

TEL: (361)570-7500 FAX: (361)570-7501

200 400 600

20’ Road Ease. to Bess Breeden (700-446)

A

B

C

D

E

COPANO

50’ P

IPELIN

E E

ASE.

S40^26’36"E, 178.67’

N40^27’34"W, 211.00’

S49^31’47"W, 60.00’

0.27 ACRES

268.54’268.54’ """268.53’"

268.53’ " " 268.54’ 268.54’""

S49^27’04"W

183.32’243.3

2’

S49^27’08"W, 119.89’

179.89’

F.M. 447

U.S

. HW

Y 8

7

Center of Union Pacific RR.

Nursery Drive

2600’ Pvt Road

1.7

Mile

s

NURSERY, TX.

60’ RD. EASE.

110’ B.L.

110’ B

.L.

1

60’ wide tract to BLM (201210035)

from SHELLMORE, LTD for access to Nursery Dr.

BLM DEVELOPMENT, LLC 65.557 ACRES 201210036

PATRICIAANN

DIEFENBACH

67.97 ACRES

200605147

INGRESS-EGRESS

ROBERT JOHN THOMAS 1123.04 ACRES

(D.C. = N78^52’51"E, 3849.64’)

(D.C. = S78^52’51"W, 3405.67’)

(D

.C. =

S10^42’47"E

, 811.1

3’

(D

.C. =

N39^30’W

, 912.9

2’)

LUCIANO NAVARRO A-89F. DIMMITT A-20

296.57’

364.77’

3337.46’

County

main

tain

ed

Nursery D

riv

e

Elizabeth Stockbauer conveys to Edmund Nitschmann and wife,

Gloria Nitschmann a 60’ strip for ingress-egress purposes

(201210026)

Elizabeth Stockbauer conveys to Rosalie Roller Curtis

UN

IO

N P

AC

IFIC

RA

IL

RO

AD

10’ U.E. & B.L.

TRACT 3

TRACT 2

NOT TO SCALE

TRACT 3

TRACT 2

NOT TO SCALE

TRACT 4

TRACT 4 TRACT 5

DETAIL "A"

DETAIL "B"

DETAIL "C"

SEE DETAIL "A"

SEE DETAIL "B"

SEE DETAIL "C"

a 60’ strip for ingress-egress purposes (201210038)

PLAT DEPICTING A 67.545 ACRE PRIVATE SUBDIVISION BEING PARTIALLY IN THE LUCIANO

NAVARRO SURVEY, A-89 AND THE F. DIMMITT GRANT, A-20, ALL IN VICTORIA COUNTY, TEXAS

AND BEING ALL OF THAT CERTAIN 67.549 ACRE TRACT OF LAND CONVEYED TO BLM

DEVELOPMENT, LLC (201210025)

100’

C. P. &

L.

20’ U.E. all

along Lot 4

Center of Copano Pipe.

7.4’

7.9’

Center of Copano Pipe.

48

.9’

45.63’

24.3’

60.6’

Center of Copano Pipe.

97.0’

210.6’

12" RCP

15" CMP

15" CMP

68.20’

NOT TO SCALE

APPROXIMATE LOCATION OF FLOOD ZONE A

APPROXIMATE LOCATION OF FLOOD ZONE A

(centered on

lot line)

Temporay Bench Mark

60d nail in west pole of 2 pole

structure in Tract 8, Elevation =

144.04’ based off of USCGS BM F123

RESET 1955 (132.77’)

Barbed wire

Fnd. 5/8 " steel rod, unless otherwise noted

Set 5/8 " steel rebar w/ yellow plastic

cap stamped "CIVILCORP"

Set 5/8 " steel rebar w/ orange plastic

cap stamped "CIVILCORP REFERENCE PT"

156.8’

156.7’

158.3’

158.7’ 156.2’150.7’ 143.1’

141.5’ 141.4’ 141.9’

142.0’

147.6’149.8’152.1’150.0’147.0’145.3’145.1’145.6’150.2’153.2’150.4’

155.3’

158.7’

SCALED FROM FEMA MAP

SCALED FROM FEMA MAP

40’ Ingress-Egress ease.(201210025)

also Tract III (b) (201210037)

N77^50’E 3849.64’

60’ Private Road. and

Utility Easement

60’ Private Road. and

Utility Easement

12111098

60’ P

RIV

AT

E R

OA

DW

AY

EA

SE

ME

NT

N1

1^4

5’3

8"W

, 81

1.0

9’

536.66’ 624.48’

624.48’536.66’

chg’d 13 lots to

12 lots 01/22/13

LOT ACREAGE TABULATIONS

Lot No. Acreage Road ease. acreage Copano acreage

1

2

3

4

5

6

7

8

9

10

11

12

2.57

3.19

5.16

5.00

5.00

5.00

5.00

5.00

5.00

5.00 0.37

0.37

0.37

0.37

0.37

0.37

0.37

0.32

0.34

1.62

0.03

0.39

0.61

0.40

9.99

11.63

0.74

0.86

FROM REAR PROPERTY LINE

BFE = 144.0’ LOCATED 380’

BFE = 146.3’ ALONG 60’

ROAD. EASEMENT LINE

BFE = 142.8’ ALONG

added BFE’S

06/Feb/13

REAR PROPERTY LINE

141.6’

146.9’

145.0’

Elevations shown hereon at corners are

Interior building lines = 10’

Front building lines = 110’

BUILDING LINES

Rear building lines = 10’

1

CURVE DATA

Delta = 118^22’48" Rad. = 35.00’ Arc = 72.31’ Ch. brs. N18^38’32"E, 60.12’

Tract 3

top of rod elevations (typically set to

natural ground) or natural ground if no rod at point

be responsible for protecting all improvements from such flow.

elevations published (Zone A) as per FIRM 480637 0050 B , dated 18 September 1987

Construction of new homes to be in accordance with Victoria County Flood Plain

above the interpolated base flood elevation. (A/C, aerobic septic, water wells, etc.)

Ordinance in effect at the time of construction (Lots 6 through 11).

6. Base Flood Elevations (BFE) shown on plat are taken from a Floodplain Analysis

by CivilCorp, LLC dated February 2013. A drainage area of 1.3 square miles was

derived from USGS Contour Maps. The NRCS WinTR-55 Small Watershed

Hydrology software was used to calculate a 100 year flowrate of 2,272 cubic

feet per second (time of concentration of 2 hours and curve number of 80).

Three cross-sections of the natural ground were surveyed in January 2013.

The three sections included one at the front 60’ road easment line, one at the

midpoint of the lots, and one at the rear lot line. The elevations from these three

cross-sections were then entered into the US Army Corps of Engineers HEC-RAS

River Analysis computer program (version 4.1.0) along with the 100 year flowrate

to determine the BFE at each cross-section.

4. Before any development (including fill, channel modifications, etc.) proceeds on

land in this subdivision, a development permit application must be filed at Victoria

County Floodplain Management Office.

1. Lots may be subject to sheet flow from adjacent properties. The lot owner shall

2. Portions of this subdivision are in a 100 year flood plain with no base flood

3. All electrical equipment providing service to home/outbuildings must be placed

5. The developer, builder, seller, or agent shall inform in writing each prospective

buyer of the subdivision lots or property located within flood hazard areas that such

property is in an identified flood hazard area and that all development must conform

to Victoria County Floodplain Management Regulations. The written notice must

be filed for record in Deed of Records and a copy of the notice must accompany

the application for Development Permit.

FLOOD PLAIN NOTES AND REQUIREMENTS