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Rhine Valley Unit 2 Recorded Final Platz �o aU �Q�yZW �FZ�0W go°'�4a 0 �0pxq W W 0;;) UwE- - p r/J. nOC7U w�xww ao3E�Q y0 OgaEx"CF F F' Z" W �W N ISM N Qi T a N W Z V �iCif1P4F €FPlff/ �f 6% Z c) _ OF '•!ice �! •'',�S$?$ ��•�',� \\���• 03 -Qt, - I® 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% a LSD• 4 �3 ANUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 315 OF 785, COMMUNITY h� �28s �eyG 7' PANEL NO. 48029C0315F, DATED SEPTEMBER 29, 2010. RHINE VALLEY �� 15.00' 5. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID09). SUBDIVISION UNIT 1 8 �cbh Tog° �� (VOL. 9677, PGS. 166 -170) A 2 C.P.S. NOTES: VARIABLE WIDTH WATER TRANSMISSION LINE AND 1 C17Y PUBLIC AY SERVICE OR ELECTRIC RAND GAS DISTRIBUTION AND T ESERVICE H EASEMENTS SN THE (VOL 9899 P6 559) WAY EASEMENT 14.98' (COD) J 00��00 AND AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT," "GAS EASEMENT" QOOb SppB 7? ANCHOR EASEMENT," "SERVICE EASEMENT' "OVERHANG EASEMENT' "UTILITY EASEMENT,' AND "TRANSFORMER EASEMENT- FOR THE PURPOSE OF INSTALLING, <<cy CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, Q � Spa° 3 29�j L / 96)�(is&e 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'S ADJACENT J 2 7 i0 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND O� 0° Sp 2 �° <3 66,7j RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR G a� o ° PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE 2 Q 1 °,' 8 71 os 1 WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND po �° 3 UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED Q- mya0 Spy° pOOpry / WITHIN SAID EASEMENT AREA. 2T- �O 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS (G� �P �� Q1 1k l p 4 3 Bay AS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND IJ b 'h ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED � RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION, P �P aQ' 7� og °O°j O° 29 'o CV Q e`er y° 3 ti 9sr2 3, THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING V'Q� O Q 5 �b 9 9y 4 ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY � N, S�@? p' P. b° pb� 4 Q yb d OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE (`� OcO I0 � C3, ° DESCRIBEDBELOW. �2P ^�� ^� roO 6 A9 F °_° 501V� G9 G��'j 2��SOO °' 1 °6 ^ry 5 4. CONCRETE DRIVEWAY APPROACHES AND STEPS ARE ALLOWED WITHIN THE FIVE (5) �� O�' 6°� 8p �a° J� �iQ BF y 14.15' h� . FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDERGROUND ELECTRIC AND GAS FACILITIES, S A poB FZJ,, 7• ?s �p 9 6 >n 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS r%�9 r�� �1 7 9 2.51' �ry? S���O / mop mss y° Ly 42 S9Sq� CO EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC AND GAS FACIL177ES ARE PROPOSED s ei• C7 ro OR EXISTING WITHIN THOSE FIVE (5) FOOT WIDE EASEMENTS, 14'G.ET.N.E. 1b ) y S %� ?p37„ 13 ti 1 �4SOO' yp F \ ^Ch / p�h pp 2s of a 60' A, > 3.74' yp N 12 � 0, ' N COUNTY OF BEXAR 8 O N V i sp3, ro� o I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT AND DESIGNATED ♦ ti� Nw 129.06' �a° o 69360' Qs °ti 19 o°jyryo° 13.45 op S23 °3435" `` S�j B moo• p p. 0. 69.78' G 5 7 HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 2 OF SCHERTZ, TEXAS AND i s E % ^9 -ac, a WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE VARIABLE WIDTH WATER TRANSMISSION S.I.R. � 19.93' I Rs 10 ti \ 59.76' PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, LINE AND RIGHT - -OF -WAY EASEMENT } sOOO, °' y `0.09' (VOL 9899 PG. 559) 1 O1 cP of ro EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND _ No tea° ° u CONSIDERATION THEREIN EXPRESSED. p� / ° , 9 ° ° s �� 5° e g LOT 7, BLOCK 13 O ]]3.73' / o 14 N _ �N 6y rn N w W m a o o y PRIVATE OPEN SPACE AND z Q / 6 '�m�. ba 90 'a ' ^ ^' y 6� ti VARIABLE WIDTH DRAINAGE Lr- �, �+ oy, O o 8 EASEMENT THIS THE OF W J W cc) c~o /, �/ ' �s 'sue 7 Z � y 15 A 6667 ?8� 5 x O �¢�I =� 11 �� z �� khp"i mss° ¢o W FN- W RPLS 20 U Ili / S ' 40 75' GA O 43.51' 519 ^p1 16 C) O (Y N 15.]4' O ER: FRE� (/ELO LLC. c�i Q O W o I 3 W �� so�3 9" 15.11' 131' _ 12 2 W B4TTER G 1 SUITE 1200 o U " o ' Sg3' �i Q 38 13 A3 c�v:- S NTONIO, 78216 ^ 114.67' o o m 2 �� PHONE: 210-490-1798 «� O I v 12 Gg w Sao °06'05 °E 90.00' �'s� N5617 BLOC' 2158 M ti 14'G.E.TTV -E. �= 8 �9 61' LOT 13 S64g, O \ LOt 1338 2 FAX: 210 -493 -2811 � � ' so G 55 S29 °5532 °E S29 °5532 E 20 N50° a „ 6 W S» 3718E o 2g. 95.83' 96.12' RHINE VALLEY SUBDIVISION DETAIL A ,1g /a �s . / -� a 18 STATE of TEXAS SEE PAGE 2 OF 2 6 cl)i 72 6� 5 0 12 �° �' UNIT 1 COUNTY OF BEXAR s.LR. I I° 1.85.1 K 2.]2 N30°06'05°W (VOL. 9677, PGS. 166 -970) y� 15 13 0 S29 °5532 "E S29 °5532 °E 120.89' co BEFORE M THE UN RSI ED AUTHORITY ON THIS DAY PERSONALLY ! 4 1 j 120.00' 120.00' s.10 19 APPEARED KNOWN TO ME TO BE THE PERSON Z h !� 1 BLOCK 13 WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND I- - 85.48' b I 2 0 o d CC) co U L1 N29 °5532°W 106.69 G LO 11 �� S30 °06'05 °E Jt ' ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND W W m VARIABLE o S29 °5532 °E S29 °5532 °E 120.63' 00 CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. J co WIDTH ST VINCENT - "' 1 20 0 U W G.ET.NE. 0 i- 120.00' 120.00' °o GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF ^� Z - L1 AY o ° Q 3 ° 10 1 �� W N n CSI S30 °06'05 1E O W r\ ( N29 °5532°W 106.44' o� v Z 100.00' �- J = ep - 85.23' - d {. N29 °5532°W N29 °55'32°W 120.63' o p �$ - - - cm 1zo.00' w 120.00 N o 2210' N29 11'39"W 41- J ' 4 8 m _ m b) w o BLOCK 21 �o n ) 21 ° 50.0 1' 14 1 1 T o o °n) 4 o h 9 '� N OJ o' S30 °O605E 120.65' Zwo 9RY PUBLIC BEXA COUNTY TEXAS ' I S29 °5532 E ' W o S29 °5532 E Z S29 °55'32 E o � 70.65' 50.00' , DETAIL "B" er N 121.16 Or z izo.oD 120.00 Cq z r 25 srarE o1 TEXAS SEE PAGE 2 OF 2 + z o 2 o � 5 8 5'0' � 7 a 624 COUNTY OF BEXAR -� I N29 °55'32°W 2 I ' S29 °55'32 "E S29 °55'32 E ' 25 25 0 22 cs 23 1 N co 1 O 3 m 120.98' S 0' I 120.00' 120.00' I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF ! W z 0 °0 8 3 5.43' E 25 25 � 6 °'0 7 Irn 1 pVa TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS z Z (q i o OJ ^ I 1 'o 7 60' R BEEN GlV THIS P T. Q b r a, N29 °5532°W V t �- _ J - - - - - - -56 - - - - W C) W 114.27 ' c2 94.9Y 105.05' ryq O 55.97 0' 50.06' 48.35' G p o U F h cn IN 10.59' `� N30 °06'05"W 199.97' G S30 °06`05 °E 204.38' N , RED PROFESSIONAL ENGINEER Q O O N uj Iv _ N a 4 R SARREBOURG ST. ol BURT P. WELLMANN, P.E. W J p ^ `� 4 KFW ENGINEERS ( 10.53' ai O W N 45° 1253 "E i �o c C16 S30 °06'05 E 557.82` " 40.63' Og1 0.0 ^ O o U z S 112.18V �o °- �s 50.0' _50.00' 50.00_ 50.0_ 61_00_ 52.98_ _50.0' 50.00' 50.00' 50.00' - STATE OF TEXAS > N � ' / 1 3p 361 1 - - - 9.41' COUNTY OF BEXAR i 5 3.21' w w w u, w ( w w w u, 3 w w h in rn 12 �- rnZ, Z azo 'no I HEREBY C RTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM VARIABLE WIDTH ( �8 W ° " 0 10, 0 11 n Fey 13 '4 m °o° ( ° 0 8 �o0 9 ho �4 `°�4I ;n4 x;414 X415 X416 ass 17 ;n 416 ,,4 19 S DA TH SY THE TEXAS BOARD OF PROFESSIONAL LAND G.E.T. N.E. ( p 90 'r 7 4 cv w rn N rn N N rn P cn r w rn rn P S YING ORDIN O TUAL SURVEY MADE ON THE GROUND. 5° ��' 6 ^� ° i �� BLOCK 20 BLOCK 20 0 5 50 SA A. 30'LANDSCAPEBUFFER ( 00' S30 °05'22 "E 844.15' *G� PROFESSIONAL LAND SURVEYOR NO. 5672 & DRAINAGEEASEMENT S.I.R. K W SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX..- 210 - 979 -8441 FIRM LICENSE NO. 10122300 VARIABLE WIDTH WATER TRANSMISSION LINE AND RIGHT -OF -WAY EASEMENT (VOL 9899 PG. 559) REMAINDER OF 110.58 ACRES MILTON & BILLIE FRIESENHAHN (VOL. 15867, PGS. 1756 O.P.R.) GRID. N= 1374091.5( E= 2211891.96 CLEAR VISION N07E 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 774E AMERICAN ASSOCIA7ON OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMITAPPLICATION. AGENTF PAL AUTHORITY 1, TH UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ TEXAS HEREBY lQ, CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE r.r SUBDIVISION REGULATI NS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CfrY ENGINEER cue THIS PLAT OF THE RH /NE VALLEYSUBDIVIS /ON UN /T2 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING r COMMISSION OF THE CITY OF SCHER77, TEXAS AND IS HEREBY �- APPROVED BY SUCH COMMISSION. DATED THIS DAYO A.D.20 -r I� BY. CHAIRP SO 9 G -ft\xv yl ru &A a BY tikes ECRETA Y STATE OF TEXAS COUNTY OF BEXAR STATE OF TEXAS, COUNTY OF BEXAR I, LUCY ADAM E- CLARK, COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN THE MY OFFICE AND DULY RECORDED IN THE PLAT RECORDS OF BEXAR COUNTY ON: 12/12/2019 10:45:07 AM PLAT VOLUME: 20001 PAGE: 1647 Go�NYYCCF WS OF AMOUNT: $82.00 E + IN TESTIMONY WHEREOF, WITNESS MY HAND' AND OFFICIAL SEAL OF OFFICE, a � r y COUNTY CLERK, BEXAR COUNTY, TEXAS COUNT BY: _ PUTY ENGINEERS + SURVEYING 162 West Mill Street, New Braunfels, TX 78130 Phone #: (830) 220 -6042 " Fax #7.(210) 979 -8441 TBPE Finn #. 9513 ° TBPLS Firm # 10122300 FINAL SUBDIVISION PLA TESTABLISHING RHINE VALLEY SUBDIVISION UNIT 2 A 15.5966 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS OUT OF THE MILES S. BENNETT SURVEY NO. 75, ABSTRACT NO. 69, COUNTY BLOCK 6057, THE JULIAN DIAZ SURVEY MO. 66, ABSTRACT IVO- 157, COUNTY %OCK 5059 AIVD THE WILLIAM BRACKFIV SURVEY NO. 74, ABSTRACT NO. 43, COUNTV BLOCK 5056, BEY.AR COUNTY, TEXAS AND BEING OUT OF A 137.51 ACRE TRACT OF LAND CONVEYED TO FRED DEVELOPMENT, LLC OF RECORD IN ' - VOLUME 15711 PAGE 9407 OF THE OFFICIAL PUBLIC RECORDS OF F.I.R. "RPLS 2024° BEXAR COUNTY, TEXAS. Liam. mug ia, zuta, /GLOp/!l vael w. iwu,ucu Fite: P. 12051141051DesignlCiviAPlatIPL2051405- FINAL.dwg PAGE I OF 2 NOTES. / `�ni•l 7 KEY NOTES 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL IR ( of 1 ` \ %'mp� /r f 1 O 10'G.ET.N. EASEMENT 10'G.E.T.N. EASEMENT BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LEGEND O (VOL 16923, PG. 1548) LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS - SECTIONS OF V� ,. � r -2 15'DRAtNAGEEASEMENT THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF INGRESS �\ (( F.LR. = FOUND 12 °IRON ROD z O 5'G.E.T.N. EASEMENT THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ SHALL HAVE THE RIGHT OF EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING QJ O ' QR S.I.R. = SET 12" IRON ROD WITH BLUE O3 VARIABLE WIDTH R.O.W DEDICATION 16923, PG. 1548 (VOL ( ) AND OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY CAP STAMPED °KFW SURVEYING" TO CITY OF SCHERTZ 0.0268 AC. ( ) O 40'DRAINAGE, AND G.E.T.N.E. MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE SITE ` Q R.O.W. = RIGHT -OF -WAY VARIABLE WIDTH LANDSCAPE EASEMENT EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. V A �i 4 O EASEMENT (VOL 9677, PGS, 166-170) l ESMT = EASEMENT 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY \ S_ VARIABLE WIDTH LANDSCAPE & 40' DRAINAGE EASEMENT ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND 7 :� O.P.R. = U x OFFICIAL PUBLIC RECORDS \2J G- E.T.N. EASEMENT O (VOL 9677, PGS. 166 -170 BUILDING PERMITS. G.E.T.TV.E. = N GAS, ELECTRIC, TELEPHONE, VARIABLE WIDTH CLEAR VISION 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS R CABLE TV., EASEMENT © IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS EASEMENT SUCCESSORS AND /OR ASSIGNS. r 7 O 10'CLEARVISIONEASEMENT 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. \t L ® 5' WALL MAINTENANCE EASEMENT 5. THIS PLAT CONSISTS OF 70 BUILDABLE LOTS, 47 SF 50 LOTS AND 23 SF 45 LOTS. L OCA T /ON MAP O 16' SANITARY SEWER EASEMENT "RRPLS 6 7 INSURANCE M N.T.S. 2024" 48029CO3/N5F, DATED SEPTEMBER 2010�THE SUBJECT PROPERTY IS NOT WITHIN THE 5'G.ET.N. EASEMENT 100 -YR FLOODPLAIN. 7. LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME SURVEYOR NOTES: OWNERS ASSOCIATION. 1. 12° DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED °KFW SURVEYING° SET AT ALL GRID: N= 13739164.40 8. LOT 2, BLOCK 16, LOT 7, BLOCK E PE ]7, BLOCK 13; LOO 1, BLOCK 22; LOT 13, BLOCK 21 ARE THE RESPONSIBI LITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. CORNERS UNLESS NOTED OTHERWISE. SEE LINE &CURVE 2 TABLE ON PAGE OF 2 E= 2211014.57 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE 9. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. / r �O ° i SCALE; 9 �= 1OO' STREET. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF / QO t� S y f�t7. B� 008 f 10. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 100017 OC� THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY 7HE LOT DE T N E Sp 0' 50' 100' 150' 200' OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% a LSD• 4 �3 ANUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 315 OF 785, COMMUNITY h� �28s �eyG 7' PANEL NO. 48029C0315F, DATED SEPTEMBER 29, 2010. RHINE VALLEY �� 15.00' 5. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID09). SUBDIVISION UNIT 1 8 �cbh Tog° �� (VOL. 9677, PGS. 166 -170) A 2 C.P.S. NOTES: VARIABLE WIDTH WATER TRANSMISSION LINE AND 1 C17Y PUBLIC AY SERVICE OR ELECTRIC RAND GAS DISTRIBUTION AND T ESERVICE H EASEMENTS SN THE (VOL 9899 P6 559) WAY EASEMENT 14.98' (COD) J 00��00 AND AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT," "GAS EASEMENT" QOOb SppB 7? ANCHOR EASEMENT," "SERVICE EASEMENT' "OVERHANG EASEMENT' "UTILITY EASEMENT,' AND "TRANSFORMER EASEMENT- FOR THE PURPOSE OF INSTALLING, <<cy CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, Q � Spa° 3 29�j L / 96)�(is&e 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'S ADJACENT J 2 7 i0 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND O� 0° Sp 2 �° <3 66,7j RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR G a� o ° PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE 2 Q 1 °,' 8 71 os 1 WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND po �° 3 UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED Q- mya0 Spy° pOOpry / WITHIN SAID EASEMENT AREA. 2T- �O 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS (G� �P �� Q1 1k l p 4 3 Bay AS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND IJ b 'h ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED � RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION, P �P aQ' 7� og °O°j O° 29 'o CV Q e`er y° 3 ti 9sr2 3, THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING V'Q� O Q 5 �b 9 9y 4 ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY � N, S�@? p' P. b° pb� 4 Q yb d OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE (`� OcO I0 � C3, ° DESCRIBEDBELOW. �2P ^�� ^� roO 6 A9 F °_° 501V� G9 G��'j 2��SOO °' 1 °6 ^ry 5 4. CONCRETE DRIVEWAY APPROACHES AND STEPS ARE ALLOWED WITHIN THE FIVE (5) �� O�' 6°� 8p �a° J� �iQ BF y 14.15' h� . FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDERGROUND ELECTRIC AND GAS FACILITIES, S A poB FZJ,, 7• ?s �p 9 6 >n 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS r%�9 r�� �1 7 9 2.51' �ry? S���O / mop mss y° Ly 42 S9Sq� CO EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC AND GAS FACIL177ES ARE PROPOSED s ei• C7 ro OR EXISTING WITHIN THOSE FIVE (5) FOOT WIDE EASEMENTS, 14'G.ET.N.E. 1b ) y S %� ?p37„ 13 ti 1 �4SOO' yp F \ ^Ch / p�h pp 2s of a 60' A, > 3.74' yp N 12 � 0, ' N COUNTY OF BEXAR 8 O N V i sp3, ro� o I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT AND DESIGNATED ♦ ti� Nw 129.06' �a° o 69360' Qs °ti 19 o°jyryo° 13.45 op S23 °3435" `` S�j B moo• p p. 0. 69.78' G 5 7 HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 2 OF SCHERTZ, TEXAS AND i s E % ^9 -ac, a WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE VARIABLE WIDTH WATER TRANSMISSION S.I.R. � 19.93' I Rs 10 ti \ 59.76' PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, LINE AND RIGHT - -OF -WAY EASEMENT } sOOO, °' y `0.09' (VOL 9899 PG. 559) 1 O1 cP of ro EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND _ No tea° ° u CONSIDERATION THEREIN EXPRESSED. p� / ° , 9 ° ° s �� 5° e g LOT 7, BLOCK 13 O ]]3.73' / o 14 N _ �N 6y rn N w W m a o o y PRIVATE OPEN SPACE AND z Q / 6 '�m�. ba 90 'a ' ^ ^' y 6� ti VARIABLE WIDTH DRAINAGE Lr- �, �+ oy, O o 8 EASEMENT THIS THE OF W J W cc) c~o /, �/ ' �s 'sue 7 Z � y 15 A 6667 ?8� 5 x O �¢�I =� 11 �� z �� khp"i mss° ¢o W FN- W RPLS 20 U Ili / S ' 40 75' GA O 43.51' 519 ^p1 16 C) O (Y N 15.]4' O ER: FRE� (/ELO LLC. c�i Q O W o I 3 W �� so�3 9" 15.11' 131' _ 12 2 W B4TTER G 1 SUITE 1200 o U " o ' Sg3' �i Q 38 13 A3 c�v:- S NTONIO, 78216 ^ 114.67' o o m 2 �� PHONE: 210-490-1798 «� O I v 12 Gg w Sao °06'05 °E 90.00' �'s� N5617 BLOC' 2158 M ti 14'G.E.TTV -E. �= 8 �9 61' LOT 13 S64g, O \ LOt 1338 2 FAX: 210 -493 -2811 � � ' so G 55 S29 °5532 °E S29 °5532 E 20 N50° a „ 6 W S» 3718E o 2g. 95.83' 96.12' RHINE VALLEY SUBDIVISION DETAIL A ,1g /a �s . / -� a 18 STATE of TEXAS SEE PAGE 2 OF 2 6 cl)i 72 6� 5 0 12 �° �' UNIT 1 COUNTY OF BEXAR s.LR. I I° 1.85.1 K 2.]2 N30°06'05°W (VOL. 9677, PGS. 166 -970) y� 15 13 0 S29 °5532 "E S29 °5532 °E 120.89' co BEFORE M THE UN RSI ED AUTHORITY ON THIS DAY PERSONALLY ! 4 1 j 120.00' 120.00' s.10 19 APPEARED KNOWN TO ME TO BE THE PERSON Z h !� 1 BLOCK 13 WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND I- - 85.48' b I 2 0 o d CC) co U L1 N29 °5532°W 106.69 G LO 11 �� S30 °06'05 °E Jt ' ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND W W m VARIABLE o S29 °5532 °E S29 °5532 °E 120.63' 00 CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. J co WIDTH ST VINCENT - "' 1 20 0 U W G.ET.NE. 0 i- 120.00' 120.00' °o GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF ^� Z - L1 AY o ° Q 3 ° 10 1 �� W N n CSI S30 °06'05 1E O W r\ ( N29 °5532°W 106.44' o� v Z 100.00' �- J = ep - 85.23' - d {. N29 °5532°W N29 °55'32°W 120.63' o p �$ - - - cm 1zo.00' w 120.00 N o 2210' N29 11'39"W 41- J ' 4 8 m _ m b) w o BLOCK 21 �o n ) 21 ° 50.0 1' 14 1 1 T o o °n) 4 o h 9 '� N OJ o' S30 °O605E 120.65' Zwo 9RY PUBLIC BEXA COUNTY TEXAS ' I S29 °5532 E ' W o S29 °5532 E Z S29 °55'32 E o � 70.65' 50.00' , DETAIL "B" er N 121.16 Or z izo.oD 120.00 Cq z r 25 srarE o1 TEXAS SEE PAGE 2 OF 2 + z o 2 o � 5 8 5'0' � 7 a 624 COUNTY OF BEXAR -� I N29 °55'32°W 2 I ' S29 °55'32 "E S29 °55'32 E ' 25 25 0 22 cs 23 1 N co 1 O 3 m 120.98' S 0' I 120.00' 120.00' I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF ! W z 0 °0 8 3 5.43' E 25 25 � 6 °'0 7 Irn 1 pVa TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS z Z (q i o OJ ^ I 1 'o 7 60' R BEEN GlV THIS P T. Q b r a, N29 °5532°W V t �- _ J - - - - - - -56 - - - - W C) W 114.27 ' c2 94.9Y 105.05' ryq O 55.97 0' 50.06' 48.35' G p o U F h cn IN 10.59' `� N30 °06'05"W 199.97' G S30 °06`05 °E 204.38' N , RED PROFESSIONAL ENGINEER Q O O N uj Iv _ N a 4 R SARREBOURG ST. ol BURT P. WELLMANN, P.E. W J p ^ `� 4 KFW ENGINEERS ( 10.53' ai O W N 45° 1253 "E i �o c C16 S30 °06'05 E 557.82` " 40.63' Og1 0.0 ^ O o U z S 112.18V �o °- �s 50.0' _50.00' 50.00_ 50.0_ 61_00_ 52.98_ _50.0' 50.00' 50.00' 50.00' - STATE OF TEXAS > N � ' / 1 3p 361 1 - - - 9.41' COUNTY OF BEXAR i 5 3.21' w w w u, w ( w w w u, 3 w w h in rn 12 �- rnZ, Z azo 'no I HEREBY C RTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM VARIABLE WIDTH ( �8 W ° " 0 10, 0 11 n Fey 13 '4 m °o° ( ° 0 8 �o0 9 ho �4 `°�4I ;n4 x;414 X415 X416 ass 17 ;n 416 ,,4 19 S DA TH SY THE TEXAS BOARD OF PROFESSIONAL LAND G.E.T. N.E. ( p 90 'r 7 4 cv w rn N rn N N rn P cn r w rn rn P S YING ORDIN O TUAL SURVEY MADE ON THE GROUND. 5° ��' 6 ^� ° i �� BLOCK 20 BLOCK 20 0 5 50 SA A. 30'LANDSCAPEBUFFER ( 00' S30 °05'22 "E 844.15' *G� PROFESSIONAL LAND SURVEYOR NO. 5672 & DRAINAGEEASEMENT S.I.R. K W SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX..- 210 - 979 -8441 FIRM LICENSE NO. 10122300 VARIABLE WIDTH WATER TRANSMISSION LINE AND RIGHT -OF -WAY EASEMENT (VOL 9899 PG. 559) REMAINDER OF 110.58 ACRES MILTON & BILLIE FRIESENHAHN (VOL. 15867, PGS. 1756 O.P.R.) GRID. N= 1374091.5( E= 2211891.96 CLEAR VISION N07E 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 774E AMERICAN ASSOCIA7ON OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMITAPPLICATION. AGENTF PAL AUTHORITY 1, TH UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ TEXAS HEREBY lQ, CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE r.r SUBDIVISION REGULATI NS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CfrY ENGINEER cue THIS PLAT OF THE RH /NE VALLEYSUBDIVIS /ON UN /T2 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING r COMMISSION OF THE CITY OF SCHER77, TEXAS AND IS HEREBY �- APPROVED BY SUCH COMMISSION. DATED THIS DAYO A.D.20 -r I� BY. CHAIRP SO 9 G -ft\xv yl ru &A a BY tikes ECRETA Y STATE OF TEXAS COUNTY OF BEXAR STATE OF TEXAS, COUNTY OF BEXAR I, LUCY ADAM E- CLARK, COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN THE MY OFFICE AND DULY RECORDED IN THE PLAT RECORDS OF BEXAR COUNTY ON: 12/12/2019 10:45:07 AM PLAT VOLUME: 20001 PAGE: 1647 Go�NYYCCF WS OF AMOUNT: $82.00 E + IN TESTIMONY WHEREOF, WITNESS MY HAND' AND OFFICIAL SEAL OF OFFICE, a � r y COUNTY CLERK, BEXAR COUNTY, TEXAS COUNT BY: _ PUTY ENGINEERS + SURVEYING 162 West Mill Street, New Braunfels, TX 78130 Phone #: (830) 220 -6042 " Fax #7.(210) 979 -8441 TBPE Finn #. 9513 ° TBPLS Firm # 10122300 FINAL SUBDIVISION PLA TESTABLISHING RHINE VALLEY SUBDIVISION UNIT 2 A 15.5966 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS OUT OF THE MILES S. BENNETT SURVEY NO. 75, ABSTRACT NO. 69, COUNTY BLOCK 6057, THE JULIAN DIAZ SURVEY MO. 66, ABSTRACT IVO- 157, COUNTY %OCK 5059 AIVD THE WILLIAM BRACKFIV SURVEY NO. 74, ABSTRACT NO. 43, COUNTV BLOCK 5056, BEY.AR COUNTY, TEXAS AND BEING OUT OF A 137.51 ACRE TRACT OF LAND CONVEYED TO FRED DEVELOPMENT, LLC OF RECORD IN ' - VOLUME 15711 PAGE 9407 OF THE OFFICIAL PUBLIC RECORDS OF F.I.R. "RPLS 2024° BEXAR COUNTY, TEXAS. Liam. mug ia, zuta, /GLOp/!l vael w. iwu,ucu Fite: P. 12051141051DesignlCiviAPlatIPL2051405- FINAL.dwg PAGE I OF 2 z ao �U W Q a U C] 1% E. Ax c z Z.zwaanW. m O�paUad �z W 0;-.) 0 Vj y05U w.�xwrn W03° a�? W WFvilyr �Wawi0O F W U OWE)EENU 04 %` T Lt) N O O') T O N IE W m Z V O JONI/' O N Y P �F(US` .• c _ OF' 03- 06-2\���` f�'7tI111t111��\ s /�3 /R LEGEND F.I.R. = FOUND 112" IRON ROD S.I.R. = SET 1/2" IRON ROD WITH BLUE I. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO CAP STAMPED KFW SURVEYING" R.O.W. = RIGHT -OF -WAY ESMT = EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS G.ET.TV.E. = GAS, ELECTRIC, TELEPHONE, THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF CABLE TV., EASEMENT SURVEYOR NOTES. 1. 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. 2 BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAO) OF 1983. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00017. 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 315 OF 785, COMMUNITY PANEL NO. 48029C0315F, DATED SEPTEMBER 29, 2010. 5. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID09). C.P.S. NOTES I. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS 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 EREC77NG POLES, HANGING OR BURYING tMRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACIL177ES W17HIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. 3. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXIS77NG ELECTRIC, GAS, WA7ER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW 4. CONCRETE DRIVEWAY APPROACHES AND STEPS ARE ALLOWED WITHIN THE FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDERGROUND ELECTRIC AND GAS FACILI71ES. 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC AND GAS FACIL177ES ARE PROPOSED OR EXISTING WITHIN THOSE FIVE (5) FOOT WIDE EASEMENTS. COUNTY OF BEXAR 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT AND DESIGNATED HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 2 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 PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE PHONE: 210 -490 -1798 FAX." 2101{93 -2811 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME THE ,U-N+DERUI ED UTHORITY ON THIS DAY PERSONALLY APPEARED � ,, MA%.KNOWN TO ME TO BE THE PERSON WHOSE NAML 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_UNQFR MY HAND AND SEAL OF OFFICE THIS 1�5 DAY OF A..a 4W ,00 1 1 WE _ lam. �•�/ 11 STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HE Y CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN ! N' THIS PLd T. STERED PROFESSIONAL ENGINEER BURT P. WELLMANN, P.E. KFW ENGINEERS STATE OF TEX4S COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STA DAR RTH B THE TEXAS BOARD OF PROFESSIONAL LAND S YING A RDl TO CTUAL SURVEY MADE ON THE GROUND. T R GISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX 210-979-8441 FIRM LICENSE NO. 10122300 KEY NOTES W0114111 O 10'G.E.T.TV. EASEMENT O 10'G.E.T.TV. EASEMENT RADIUS I. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO DELTA CHORD (VOL 16923, PG. 1548) C1 LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS - SECTIONS OF 2O 15'DRAINAGEEASEMENT 163 °3158" 118.76' THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY 23.56' O 5' G.ET.TV. EASEMENT 15.00' THE DIRECTOR OF PUBLIC WORKS. 774E CITY OF SCHERTZ SHALL HAVE THE RIGHT OF INGRESS O3 VARIABLE WIDTH R.O.W DEDICATION (VOL 16923, PG. 1548) 195.97' AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING 124.62' TO CITY OF SCHERTZ (0.0295 AC.) 176.51' S75 °00'49'E OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY 23.56' 15.00' 3O 40'DRAINAGE, AND G.E.T.TV.E. 90 °00'00" MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE ® VARIABLE WIDTH LANDSCAPE EASEMENT 175.00' EASEMENTS W1774IN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. 33 °5609" EASEMENT (VOL 9677, PGS. 166 -170) C6 23.56' 15.00' 15.00' 90 °00'00" 21.21' 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY OVARIABLE WIDTH LANDSCAPE & O 40' DRAINAGE EASEMENT 8.28'. ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND 14.49' E.T. G.TV. EASEMENT (VOL 9677, PGS. 166 -170) 309.49' BUILDING PERMITS. ©VARIABLE MD771 CLEAR VISION 64.00' N86 °09'52 W 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR 07HER AREAS 23.56' EASEMENT 15.00' 90 °00'00" IDEN77FIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS O7 10' CLEAR VISION EASEMENT 74.04' 125.00' SUCCESSORS AND / OR ASSIGN S. ® 5' WALL MAINTENANCE EASEMENT N76 °52'01'E C11 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. O9 16' SANITARY SEWER EASEMENT 92 °2149" 21.65' 5. THIS PLAT CONSISTS OF 70 BUILDABLE LOTS, 47 SF 50 LOTS AND 23 SF 45 LOTS. C12 201.89' - - - - - - - - - - - - ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 315 OF 785, COMMUNITY PANEL NO. 1® 5'G.ET.TV. EASEMENT - - - - - - - - - - - - - - r- - 48029CO315F, DATED SEPTEMBER 29, 2010. THE SUBJECT PROPERTY IS NOT WITHIN THE 15.00' 15.05' / 7 106_ 100.YR FLOODPLAIN. C14 22.56' ' LOT 10 8 ` 7. LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME 20.49' N73 °1124"W BLK 23 LOT 13 ` z OWNERS ASSOCIATION. 5.31' 38 °5847" / LOT 11 U ` 8. LOT 2, BLOCK 16, LOT 7, BLOCK 13, LOT 17, BLOCK 13, LOT 146.65' 50.00' BLK 23 LOT 12 BLK 23 1, BLOCK 22, LOT 13, BLOCK 21 ARE N14 °5637 E C17 30' LANDSCAPE BUFFER Z BLK 23 ) � THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 38 °5337" 9.99' AND DRAINAGE EASEMENT 1 > 23.56' 15.00' 15.00' 90 °00'00" ` 9. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE C19 117.58' ' 8 4 U) STREET. 105.90' S75'00'49 "E C20 VARIABLE LANDSCAPE - LOT 2 75.00' 75.23' 90 °1033" 106.23' ANDD DRAINAGE AND DRAINAGE EASEMENT 10. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 23.52' 15.00' 14.95' _- / BLK 16 / 774E PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT N75 °00'49 "W C22 39.35' _ _ _ -- - -- -- - _ _ / ` OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. 90 °1033" 35.41' N14 °59'11 E ^ LOT 2, BLK 16 15.12' 15.00' 8.28' S.I.R. S71 °40'02"W 234.39' S32 °43'12 'W C24 60.68' 60.00' 33.22' 57 °5655" 58.13' N87 °18'16 "W C25 S.I.R. 23 56. 60.00' 24.67' 44 °41'46" 45.63' - ._._. C26 221.46' 370.00' 14'G.E.T.7V.E C26 � 218.17' N76-5849 -E ` CLEAR VISION NOTE: 77 VARIABLE WIDTH WATER RA MISSION LINE OAD ' 6 ER SEGu(N R J CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION), WHICH ARE HIGHER LOW / THAN THREE (3) FEET AND LOWER 774AN EIGHT (8) (VOL 9899 PG. 559) FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND f2PLS2024" TRANSPORTA77ON OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND o�l STREETS, OR LATEST REVISION THEREOF. � � I � I THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE r ------------------- -I VARIABLE WIDTH WATER TRANSMISSION LINE AND RIGHT -OF -WAY EASEMENT Sr VINCENT WAY (VOL 9899 PG. 559) � I VARIABLE WIDTH G.ET.TV.E. �- -- Q 1 � 4 I BLK 20 I FY B O� m o LOT BLK 20 VARIABLE WIDTH G.ET.TVE C----------- - - - - -j DETAIL "B" SCALE. 1 " = 50' CURVE TABLE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. DETAIL "A" RADIUS SCALE. I"= 50' DELTA CHORD CHORD BEARING C1 AGENT FOR ClaWO GREEK MUNICIPAL AUTHORITY %), 1 AF 163 °3158" 118.76' ` 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY 23.56' CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE 15.00' SUBDIVISION REGULAT IONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. 21.21' C /FY ENGINEER C3 195.97' 125.00' 124.62' CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C1 171.25' 60.00' 414.65' 163 °3158" 118.76' N23 °26'10 "E C2 23.56' 15.00' 15.00' 90 °00'00" 21.21' N74 °5532W C3 195.97' 125.00' 124.62' 89 °4927" 176.51' S75 °00'49'E C4 23.56' 15.00' 15.00' 90 °00'00" 21.21' N75 °0605"W C5 103.65' 175.00' 53.40' 33 °5609" 102.14' N76 °53'08E C6 23.56' 15.00' 15.00' 90 °00'00" 21.21' N48 °50'08'E C7 15.12' 15.00' 8.28'. 57 °46'09" 14.49' N25 °02'57"W C8 309.49' 60.00' 37.83' 295 °32'17" 64.00' N86 °09'52 W C9 23.56' 15.00' 15.00' 90 °00'00" 21.21' S41 °0952 "E C10 74.04' 125.00' 38.14' 33 °56'13" 72.96' N76 °52'01'E C11 24.18' 15.00' 15.63' 92 °2149" 21.65' N13 °43'00 "E C12 201.89' 125.00' 130.67' 92 °3222" 180.65' S13 °48'17 "W C13 23.61' 15.00' 15.05' 90 °1033" 21.25' N14 °59'11 E C14 22.56' 15.00' 14.03' 86 °1039" 20.49' N73 °1124"W C15 10.20' 15.00' 5.31' 38 °5847" 10.01' S493529 "E C16 146.65' 50.00' 477.69' 168 °02'57" 99.46' N14 °5637 E C17 10.18' 15.00' 5.30' 38 °5337" 9.99' S79 °31'16 "W C18 23.56' 15.00' 15.00' 90 °00'00" 21.21' S15 °04'28 "W C19 117.58' 75.00' 74.77' 89 °4927" 105.90' S75'00'49 "E C20 118.04' 75.00' 75.23' 90 °1033" 106.23' S14 °59'11 "W C21 23.52' 15.00' 14.95' 89 °49'27" 21.18' N75 °00'49 "W C22 39.35' 25.00' 25.08' 90 °1033" 35.41' N14 °59'11 E C23 15.12' 15.00' 8.28' 57 °4609" 14.49' S32 °43'12 'W C24 60.68' 60.00' 33.22' 57 °5655" 58.13' N87 °18'16 "W C25 46.81' 60.00' 24.67' 44 °41'46" 45.63' N52 °2658 "W C26 221.46' 370.00' 114.16' 34 °17'36" 218.17' N76-5849 -E LINE TABLE LINE LENGTH BEARING L1 30.02' N4 °15'57 E L2 10.00' S86 °0952'E L3 50.00' N3 °50'08E L4 24.41' N15 °12'09'E L5 30.01' S87 °5728'E L6 10.00' N86 °09'52 "W L7 42.61' N15 °0428'E L8 42.25' N74 °5532 "W L9 27.90' N60 °01'58E L 10 13.04' N24 °4200 "W L11 13.04' N32 °22'15'E L12 21.21' S29 °5532'E L13 21.21' S29 °5532'E L14 29.87' N74 °5532 "W L15 30.13' N15 °0428 "E L16 32.98' N71 °40'02 "E L17 14.96' N60 °04'28'E L18 4.23' S30 °06'05'E THIS PLAT OF THE RHINE VALLEYSUBDIVIS /ON UN /T2 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHER77, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS ?_" DAYO. W M -A.D. 20E. STATE OF TEX4S COUNTY OF BEXAR STATE OF TEXAS, COUNTY OF BEXAR I, LUCY ADAME- CLARK, 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: 12112019 10:45:07 AM NTY F PLAT VOLUME: 20001 PAGE: 1648 000 AMOUNT: $82.00 r IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, y r a y COUNTY CLERK, BEXAR COUNTY, TEXAS RC UN�� By: /�! !!`t�.,�"y ✓k.i, DEPUTY PF JTA .44 ENGINEERS + SURVEYING 162 West Mill Street, New Braunfels, TX 78130 Phone #. (830) 220 -6042 • Fax #: (210) 979 -8441 TBPE Finn #: 9513 • TBPLS Firm M 10122300 FINAL SUBDIVISION PLA TESTABLISHING RHINE VALLEY SUBDIVISION UNIT 2 (E 5 OF A 15.2988 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS OUT OF THE MILES S. BENNETT SURVEY NO. 75, ABSTRACT NO. 61, COUNTY BLOCK 5057, THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059 AND THE WILLIAM BRACKEN SURVEY NO. 74, ABSTRACT NO. 43, COUNTY BLOCK 5056, BEXAR COUNTY, TEXAS AND BEING OUT OF A 137.51 ACRE TRACT OF LAND CONVEYED TO FRED DEVELOPMENT, LLC OF RECORD IN VOLUME 15711 PAGE 1407 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. Date: Aug 13, 2019, 11:20am User ID: rwalden File. P: 1205ll41051DesignlCiviMlat IPL2051405- FINAL.dwg 172 A GE 2 OF 2