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mNotary Public, State of Tex
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LOCAT/ON MAP AtTS
Curve Table Curve Table
Curve # Length Radius Delta Chord Chord Bearing Curve # Length Radius Delta Chord Chow' Bearing
C1 232.90' 430.00' 31°02'00" 230.07' N67°4352 E C15 3.25' 75.00' 2°2846' 3.25' S31°46'15"E
C2 23.56' 15.00' 90°00'00" 21.21' N56°48'13E C16 34.37' 15.00' 131°17'17' 27.33' N81-2043-E
C3 40.94' 97&00' 2°2422" 40.94' N76°5936"W C17 108.40' 60.00' 103°30'45" 94.25' S67°2727"W
C4 10.18' 15.00' 38°52'15" 9.98' N07°3755"W C18 16.29' 15.00' 62°13'28- 15.50' N88°0606"
C5 146.38' 50.00' 16740" 99.43' S56°48'13"W C19 11.20,15.00' 42°4641" 10.94' S35°36'019W
C6 10.18' 15.00' 38°52'15" 9.98' S58°4540"E C20 89.59' 60.00' 853322" 81.50' N56°59-22E
C7 47.69' 175.00' 15°364" 47.54' S86°00'11E C21 1120' 15.00' 424641° 10.94' S78°2243'W
C8 34.98' 75.00' 34.66' N72°4946°E C22 23.56' 15.00' 90°00'00" 21.21'
E
N11°5922E
C9 23.56' 15.00' 21.21' N14°28'08'E C23 5.41' 125.00' 2°2846" 5.41' S31'46'15E
CIO 61.90' 75.00' 60.15' IV54°1025-W C24 23.56' 15.00' 90`00'00° 21.21' N75°31'52W
C11 15.95' 15.00' 15,21' S71°4342"W C25 58.30' 125.00' 26°43'16" 57.77' N72°4946"E
C12 309.37' 60.00' 295°2531" 64,10' S08°59'09"W C26 61.31' 225.00' 15°3648" 61.12' S86°00'11"E
C13 14.27' 15.00' 54°30'54" 13.74, S50°3332 E C27 39.27' 25.00' 90°00'00" 35.36' S56'48'13°W
C14 103.16' 125.00' 1 47°17'07' 100.26' N54°1025W
C.P.S. NOTES.
I. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND
RIGHTS -OF -WAYFORELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIESIN
THEAREASDESIGNATED ON THIS PLATAS ELECTRIC EASEMENT," "GAS EASEMENT,'
ANCHOR EASEMENT,' "SERVICE EASEMENT," "OVERHANG EASEMENT,- "UTILITY
EASEMENT, -AND -TRANSFORMER EASEMENT- FOR THE PURPOSE OF INSTALLING,
CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING,
PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES,
CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY
APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER
GRANTOR'SADJACENT LAND, THERIGHT TO RELOCATESAID FACILITIES WITHIN SAID
EASEMENTANDRIGHT-OF-WAYAREAS, AND THE RIGHT TOREMOVEFROMSAIDLANDS
ALL TREES ORPARTS THEREOF, OR OTHER OBSTRUCTIONS WHICHENDANGER OR
MAY INTERFERE WITH THE EFFICIENCYOF SAID LINES ORAPPURTENANCES THERETO.
ITISAGREEDAND UNDERSTOOD THATNO BUILDINGS, CONCRETESLABS, OR WALLS
WILL BE PLACED WITHIN SAID EASEMENT AREA.
2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATONS REQUIRED OF CPS
EQUIPMENT, LOCATED WITHIN SAIDEASEMENT, DUE TO GRADECHANGES OR GROUND
ELEVATIONALTERATIONS SHALL BE CHARGED TO THEPERSONOR PERSONSDEEMED
RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION.
3. THIS PLATDOES NOTAMEND, ALTER, RELEASE OR OTHERWISEAFFECTANYEXISTING
ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY
OTHEREASEMENTS FOR U7LITIES UNLESS THE CHANGES TOSUCH EASEMENTSARE
DESCRIBED BELOW.'
4. CONCRETE DRIVEWAY APPROACHES ARE ALLOWED WITHIN 7HE FIVE (5) AND TEN (10)
FOOTWIDEELECTRIC AND GAS EASEMENTS WHENLOTSARE SERVED ONLYBY
UNDERGROUND ELECTRIC AND GAS FACILITIES.
5. ROOF OVERHANGSARE ALLOWED WITHIN THEFIVE (5) AND TEN (10) FOOT WIDE
ELECTRIC AND GAS EASEMENTS WHENONLYUNDERGROUND ELECTRICAND GAS
FACILITIES ARE PROPOSED OR EXISTING WITHIN THOSE FIVE (5) AND TEN (10) FOOT
WIDEEASEMENTS.
i, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED
HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 5 OF SCHERTZ, TEXAS AND
WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF
THE PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES,
DRAINS, EASEMENTS, AND PUBLIC,PL5ACES THEREON SHOWN FOR THE
PURPOSEANDCO IDERATION,TH EIN PRESSED.
THIS THE L DAA0FM&k
1200
39N ANTOW, TX 78,
PHONE: 210-490-1798
FAX 210-493-2811
STATE OF TEXAS
COUNTY OF BEXAR
Parcel Line Table
Line # Length Direction
L1 31.87' N52°12'51E
L2 30.82' S30°05'221E
L3 60.00' N33°00'38W
L4 14.79' S56°59'22W
L5 35.99' N57' 26' 50"W
L6 3.44' N11'48'13"E
L7 50.00' N78°11'47W
L8 64.07' N78° 11' 47"W
L9 10.72' S78°11'47E
Li0 9.71' N59°28'08"E
L11 5.43' S77°48'59"E
L12 9.90' S77°48'59E
L13 1.51' N56° 59'22 E
L14 14.33' N56°59'22E
L15 168.76' N56°59'22 E
L16 9.71' N59°28'08"E
L17 38.55' N84°30'06"W
L18 8.48' N45° 25' 36E
L19 32.70' N32° 29' 23"W
L20 30.08' S78'55'46W
L21 24.24' N57° 26' 50"W
L22 11.74' N57'26'50"W
L23 19.34' N78011'47"W
L24 13.21' S33° 11'47"E
8 FOR ME, Tl/ ND RSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE
PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS 1A DAY OF A.D. OnW4-
LOT 90Z BLOCK
LEGEND
FIR = FOUND%°IRONROD
SIR = SETW IRON ROD WITH BLUE
CAP STAMPED KFW SURVEYING"
R.O.W. = RIGHT-OF-WAY
D.P.R = DEED AND PLATRECORDSOF BEXAR
COUNTY, TEXAS
O.P.R = OFFICIAL PUBLIC RECORDS OF BE)(AR
COUNTY, TEXAS
G.ET.TV.E. = GAS, ELECTRIC, TELEPHONE,
CABLE T.V. EASMENT
97C - - = EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
O = PROPOSED EASEMENT
O= EXISTING EASEMENT
U 10'ELECTRIC, GAS, TELEPHONE,
CABLE T.V. EASEMENT
O 20' ACCESS EASEMENT
O VARIABLE WID774 DRAINAGE EASEMENT
VARIABLE WIDTH DRAINAGE & ACCESS EASEMENT
OSANITARY SEWER EASEMENT
VOL 147078, PG. 7570.P.R.)
O30' DRAINAGE EASEMENT
DOC. # 20200306526)
O10'ELECTRIC, GAS, TELEPHONE,
CABLE T.V. EASEMENT
DOC. # 20200266037)
O10' ELECTRIC, GAS, TELEPHONE,.
CABLE T.V. EASEMENT
DOC. # 20210117481)
OVARIABLE WID7H DRAINAGE EASEMENT
DOC. # 20210117481)
FSIDE
SETBACK
IS'SIDE
SETBACK
ADJACENT TO
STREET R.O.W.)
120,
E E r
IS GN UN!735
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NOTES:
I. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THATIMPEDEDRAINAGE SHALL BE PLACED
WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR OTHER
TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS -SECTIONS OF THE DRAINAGE EASEMENTS, AS
APPROVED, SHALL BE ALLOWED WITHOUT 7HE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS, THE
CITY OF SCHERTZ SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT
PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE
EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE
EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY
PROPERTY OWNERS.
2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLAT,ON,OF CITY ORDINANCE
AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREASIDENTIFIED
AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND / OR
ASSIGNS.
4. TWO POINTS OF ACCESS SHALL BE MAINTAINED ATALL TIMES.
5. THIS PLATCONSISTS OF 65 BUILDABLE SF 50LOTS.
6. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 315 OF 785, COMMUNITY PANEL NO. 48029CO315F,
DATED SEPTEMBER 29, 2010. THE SUBJECT PROPERTY IS NOT WITHIN THE 100-YR FLOODPLAIN.
7. LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME OWNERS
ASSOCIATION.
8. LOT 901, BLOCK 23, LOT 902, BLOCK 23, LOT 901, BLOCK 25 LOT 902, BLOCK 25; LOT 903, BLOCK 25,LOT
901, BLOCK 2; AND LOT 902, BLOCK 2 ARE 7HE RESPONSIBILITY OF THE DEVELOPER OR ITS
SUCCESSORS AND/OR ASSIGNS.
9. PROPERTY BEING PLATTED IS CURRENTLY ZONED PDD.
10. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET.
11. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE
PLACEMENT OF OBSTRUCTIONS, FENCESAND/OR PERMANENTSTRUCTURES BY THELOT OWNER SHALL
BEPROHIBITED WITHIN SAID EASEMENT.
CLEAR VISION NOTE:
CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES,
WALLS, FENCES, AND VEGETATION), WHICH ARE HIGHER THAN THREE (3) FEET AND LOWER
THAN EIGHT (8) FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE
HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF
HIGHWAYS AND STREETS, ORLATEST REVISION THEREOF.
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO
CREEKMUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY
AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION
Wl _ r?(LL TED AT SUBMITTAL OF BUILDING PERMIT APPLICATION.
AGENTFOR CIBOLO CREEKMUNICIPAL AUTHORITY
OF
o • i THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERT7_, TEXAS HEREBY CERTIFY
e*'THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION
EGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED.
KATHRYN J W00DLEE.. (O •2 "Z..
p° ' 81645 /TY E GINEE
7CE N SF
THIS PLAT OF THE RH/NE VALLEYSUBDIVIS/ON UNIT 5 HAS BEEN
SUBMITTED TO AND CONSIDERED BY THE PLANNING AND ZONING
COMMISSION OF THE CITY OF SCHERTZ, AND HEREBY APPROVED BY
SUCH COMMISSION.
BY.,
CHAIRPERSON 0512 1 12020
BY.•
SECRETARY
STATE OF TEXAS, COUNTY OF BEXAR ;
I, LUCY ADAME-CLAAK, COUNTY CLERK OF BEXAR COUNTY,
DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN
MY OFFICE AND DULY RECORDED IN THE PLAT RECORDS
OF BEXAR COUNTY ON: 711/2022 9:29:01 AM
NTv c FPLATVOLUME: 20002 PAGE: 2023 °/ C4
AMOUNT: $82.00 +
IN TESTIMONY WHEREOF, WITNESS MY HAND
AND OFFICIAL SEAL OF OFFICE, 03 r a ti
COUNTY CLERK, BEXAR COUNTY, TEXAS `ty S
COUN
BY: -------------------- DEPUTY
STATE OF TEXAS rn' Cl) m 120.00'
I W 1
COUNTY OF BEXAR I I co S56°5922`W / °w
20' FRONT o
I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY BUILDING
4 0 3 18 L C17 co
CERTIFY TPROPER EN /N ER/NG CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. - sMAcK D 1
M -5 -"2 1b306 V4 C18
R ISTERED PROFESSIONAL ENGINEER s.LR. L s.rR. 90.21 4989.
Ll
m
BURT WELLMANN, P.E. q
rn o
KFW
KFWENGINEERS 50'TYP. t0'E, C.,
L T. _ _ ---J _ MULHOUSE DR. 051 °- L1 ENGINEERS + SURVEYINGTELE, a cA. T.v. -- 130.00' C. 10.05
EASEMENT 21 C19 162 WMill Si, New Braunfels, 7X 78130
STATE OF TEXAS TYPICAL SF 50 LOT DETAIL F.I.R. N56°59'22"E F.I.R. L15 Phone #; (830) 220-6042 • Fax #: (830) 627-9097
NOTTO SCALE - b0.Q0_- 30.00' 53.00' 9.VO, 5- 0OQ-- a? C20 g TBPE Firm #: 9513 • TBPLS Firm #: 10122300COUNTYOFBEXARo5001s2, pjSURVEYORNOTES: 1.7 _ 0 1 6.09' FINAL SUBDIVISION PLA TESTABLISHINGIHEREBYeTTHEABOEPLATCONFORMSTOTHEMINIMUMSTANDARDSSETFOR `" 3 w o
RHINE VALLEY SUBDIVISION UNIT 51. 1/2°DIAMETER REBAR WI7N A BLUE PLASTIC CAP STAMPED W LL!
BY HE TEXAS BOARD PROFES ZONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY o Zo Q9CFWSURVEYING" SET ATALL CORNERS UNLESS NOTED LLl b o o 3 m
M EN THE GRO ND. OTHERWISE % $ o 0 4 0 0 0 o M w
5 0 6 0 0 0 0 7 N 8 0 0 9 0 0 10 0 11
r C r m m m A 14.70 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ,
2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE `" ° cl In M C, F.LR.
TERE ,AhA E`I E SYSTEM ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, O co)2 BLOCK 23
16.00' ° m J BEXAR COUNTY TEXAS OUT OF THE MILES S. BENNETT
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 NORTH AMERICAN DATUM (NAD) OF 1983. SURVEY NO. 75, ABSTRACT NO. 61, COUNTY BLOCK 5057, AND
FW SURVEYING, LLC Z 50.00' 50.00, 30.00' 53.00' 50.00' 50.00' 54.50' 56.03'
421 PAESANOS PKWY, SUITE 200
3. THE COORDINATES SHOWNHEREON ARE GRID WITHA ,
s.LR. BEING OUT OF A 137.51 ACRE TRACT OF LAND CONVEYED TO
COMBINED SCALE FACTOR OF 1.00017. S.I.R. S56°59 22"W 409 53' - = I LOT 902, BLOCK 23 FRED DEVELOPMENT, LLC OF RECORD IN VOLUME 15711 PAGE
SAN ANTONIO, TEXAS 78231 LOT 901, BLOCK 23 - 1407 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY,
PHONE. 210-979-8444 4. THE ELEVATIONS FOR 7HIS SURVEYARE BASED ONNA VD88 - -- TEXAS.
FAX210 979-0499 (GEOID 09). PREPARED.' APR/L 2020 0
AGE Date:
Oct 20, 2021, 8:00amUser ID: BWellmann DRAWN
BY.SAMH File: U:IProjectsl205ll41101DesignlCiviAPLA7IPL2051410.dwg