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PZ 03-27-2019 AGENDA with associated documentsMEETING AGENDA Planning & Zoning Commission REGULAR SESSION PLANNING & ZONING COMMISSION March 27, 2019 HAL BALDWIN MUNICIPAL COMPLEX COUNCIL CHAMBERS 1400 SCHERTZ PARKWAY BUILDING #4 SCHERTZ, TEXAS 78154 CITY OF SCHERTZ CORE VALUES Do the right thing Do the best you can Treat others the way you l want to be treats Work together cooperatively as a tea 1. CALL TO ORDER 2. HEARING OF RESIDENTS This time is set aside for any person who wishes to address the Planning and Zoning Commission. Each person should fill out the Speaker's register prior to the meeting. Presentations should be limited to no more than three (3) minutes. Discussion by the Commission of any item not on the agenda shall be limited to statements of specific factual information given in response to any inquiry, a recitation of existing policy in response to an inquiry, and /or a proposal to place the item on a future agenda. The presiding officer, during the Hearing of Residents portion of the agenda, will call on those persons who have signed up to speak in the order they have registered. 3. CONSENT AGENDA: A. Minutes for the March 1.3, 2019 regular meeting. B. PC2019 -009 Consider and act upon a request for approval of the final plat of Rhine Valley Subdivision Unit 2, an approximately 16 acre tract, consisting of 70 single family residential lots, generally located on Lower Seguin Road 3,000 feet east of the intersection of Lower Seguin Road and FM 1518. C. PC2019 -001 Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 3, Phase A, an approximately 30 acre tract of land generally located south of the intersection of FM 1518 and Hollering Vine, City of Schertz, Bexar County, Texas. Planning & Zoning March 27, 2019 Page 1 of 2 D. PC2019 -002 Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 3, Phase B, an approximately 15 acre tract of land generally located south of the intersection of FM 1518 and Hollering Vine, City of Schertz, Bexar County, Texas. 4. WORKSHOP AND DISCUSSION: A. Workshop / Discussion and Public Hearing on Short Term Rentals and PIT Pads 5. REQUESTS AND ANNOUNCEMENTS: A. Requests by Commissioners to place items on a future Planning and Zoning Agenda B. Announcements by Commissioners • City and community events attended and to be attended • Continuing education events attended and to be attended C. Announcements by City Staff. • City and community events attended and to be attended. • NEW SITE PLAN APPLICATIONS: There were no new site plan applications submitted to the Planning and Community Development Department between March 9, 2019 and March 22, 2019. 6. ADJOURNMENT OF THE REGULAR MEETING I CERTIFICATION I, Emily Delgado, Planner, of the City of Schertz, Texas, do hereby certify that the above agenda was posted on the official bulletin boards on this the 21st day of March, 2019 at 5:00 p.m., which is a place readily accessible to the public at all times and that said notice was posted in accordance with chapter 551, Texas Government Code. Emily Delgado, Planner I certify that the attached notice and agenda of items to be considered by the Schertz Planning & Zoning Commission was removed from the official bulletin board on day of , 2019. . title: This facility is accessible in accordance with the Americans with Disabilities Act. Handicapped parking spaces are available. If you require special assistance or have a request for sign interpretative services or other services please call 619 -1030 at least 24 hours in advance of meeting. The Planning and Zoning Commission for the City of Schertz reserves the right to adjourn into executive session at any time during the course of this meeting to discuss any of the matters listed above, as authorized by the Texas Open Meetings Act. Executive Sessions Authorized: This agenda has been reviewed and approved by the City's legal counsel and presence of any subject in any Executive Session portion of the agenda constitutes a written interpretation of Texas Government Code Chapter 551 by legal counsel for the governmental body and constitutes an opinion by the attorney that the items discussed therein may be legally discussed in the closed portion of the meeting considering available opinions of a court of record and opinions of the Texas Attorney General known to the attorney. This provision has been added to this agenda with the intent to meet all elements necessary to satisfy Texas Government Code Chapter 551.144(c) and the meeting is conducted by all participants in reliance on this opinion. Planning & Zoning March 27, 2019 Page 2 of 2 • TO: Planning and Zoning Commission. PREPARED BY: Emily Delgado, Planner SUBJECT: Minutes for the March 13, 2019 regular meeting. Attachments Minutes for the March 13, 2019 Regular Meeting PLANNING AND ZONING MINUTES March 13, 2019 The Schertz Planning and Zoning Commission convened on March 13, 2019 at 6:00 p.m. at the Municipal Complex, Council Chambers, 1400 Schertz Parkway Building #4, Schertz, Texas. PLANNING & ZONING COMMISSION CITY STAFF Michael Dahle, Chairman Ernie Evans, Vice Chairman Richard Braud Ken Greenwald LaDonna Bacon Gordon Rae Lauren Garrott- Came in after consent agenda COMMISSIONERS ABSENT Glen Outlaw 1. Call To Order: Mr. Dahle called the meeting to 2. 3. 4. Public Mark Browne, City Manager Bryce Cox, Senior Planner Tiffany Danhof, Executive Assistant Emily Delgado, Planner Nick Koplyay, Planner Megan Santee, City Attorney minutes for the February 27, 2019 regular meeting. vote was 6 -0 with, motion carried. A. SUP2018 -003 Hold a public hearing, consider and make a recommendation on a request for a Specific Use Permit to allow a Convenience Store with Gas Pumps on approximately 2 acres of land, more specifically described as the southeast corner of FM 3009 and Ripps- Kreusler, City of Schertz, Guadalupe County, Texas. Mr. Dahle opened the public hearing 6:07 P.M. QuikTrip Corporation gave a presentation. Minutes Planning and Zoning Commission March 13, 2019 Page 1 of 2 Mr. Dahle closed the public hearing 6:24 P.M. There was a lengthy discussion. Mr. Greenwald motioned to recommend approval to the City Council on item SUP2018- 003. Mr. Rae seconded the motion. The vote was 5 -2 with Mrs. Bacon and Mr. Evans voting nay, motion carried. 5. Requests and Announcements: A. Requests by Commissioners to place items 6. There were requests by Mr. Brand and B. Announcements by Commissioners. • City and community events • Continuing education event There were announcements by C. Announcements by 0 City and communit --I CLT1T - - ♦ S I events by city staff. meeting: Planning and Zoning Agenda. to be attended I to be attended 1 and to be attended. NS: ns submitted to the Planning and between February 25, 2019 and March Chairman Dahle adjourned the regular meeting at 6:56 P.M. %.uatimau, 1 iammir, ailu z.%jmiir, vuuiu��ivii Minutes Planning and Zoning Commission March 13, 2019 Page 2 of 2 Recording Secretary, City of Schertz • TO: Planning and Zoning Commission PREPARED BY: Emily Delgado, Planner CASE: PC2019 -009 SUBJECT: PC2019 -009 Consider and act upon a request for approval of the final plat of Rhine Valley Subdivision Unit 2, an approximately 16 acre tract, consisting of 70 single family residential lots, generally located on Lower Seguin Road 3,000 feet east of the intersection of Lower Seguin Road and FM 1518. # Owner: Fred Development, LLC Applicant:KFW Engineers & Surveying, Burt Wellmann Date: Application Submittal Type: March 11, 2019 Original Application The applicant is proposing to final plat approximately 16 acres of land establishing 70 single family residential lots. Forty -seven (47) of the lots in this unit will be SF 50 lots with a minimum size of 6,000 square feet and the remaining twenty three (23) lots will be SF 45 with a minimum size of 5,400 square feet as dictated by the Rhine Valley PDD (Ordinance 1.3- S -37). Typical Lot Dimensions Code m.�mm mm�mm�mm�mm�mm- Area Square Feet Width (ft.) Depth (ft.) "SF 45 5,400 45 120 "SF 50" 6,000 0 120 The site is zoned Planned Development District (PDD). This final plat was reviewed using the Rhine Valley PDD (Ordinance 13 -S -37) and the UDC, Ordinance 11 -S -15, as amended. The Rhine Valley Unit 2 Final Plat was originally approved on September 14, 2016. At that time the installation of the public infrastructure was started, including all dry utility installation. During that time the developer had utility conflicts along Lower Seguin. Road which caused significant delays. Per UDC Section 21.10.10 Final Plats have a two -year expiration, if the plat has not been recorded with the County within the two years. The developer knowing that the final plat was to expire applied for a six month extension. The final plat extension was approved on September 12, 2018, and expired on March 1.2, 2019. Since the six month extension has expired the developer has submitted the proposed new final plat application in order to finish the utility connections and have the plat recorded. There have been no changes to the lot layout from the originally approved final plat application from 2016. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and generally located on Lower Seguin Road 3,000 feet east of the intersection of Lower Seguin Road and FM 1.51.8. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This development is designed to have two (2) points of access via Lower Seguin Road and Saverne Way which was constructed with Unit 1. TREE MITIGATION AND PRESERVATION: The applicant will be responsible for complying with Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a tree affidavit which indicates that this site has no protected or heritage trees. The tree affidavit has been verified by the Parks and Community Services Department. PUBLIC SERVICES: The site is serviced by Schertz water and sewer, CPS, AT &T, and Time Warner Cable. PUBLIC IMPROVEMENTS: All public improvements required for this subdivision are required to be installed prior to recording of the final plat per UDC, Section 21.4.15., unless otherwise specified in an approved development agreement. The civil construction plans for this plat have been approved by Public Works and Engineering Department. Water and Sewer: This site will be serviced through 8" water lines and 8" sewer lines that will be extended throughout the subdivision and stubbed for future development. Drainage: The applicant is responsible for all drainage associated with the subject property, and for compliance with the Storm Water regulations. A drainage report has been reviewed and approved by the City Engineer. Sidewalks, Hike and Bike Trails: Sidewalks will be constructed along Lower Seguin Road and on both sides of the street throughout the subdivision. All sidewalks are designed to meet the City of Schertz specifications. Road Improvements: All streets will be developed to City of Schertz specifications. Additional Design Criteria: The subject property is affected by the additional design requirements imposed by the PDD Design Standards along Lower Seguin Road to include landscaping buffers and screening. A 6' masonry fence will be constructed along Lower Seguin Road prior to recording the final plat. 63 F."I a 9/\01/_1 "114 .y�►111 R xKM►I I►I 19101117_411 [11701 The final plat is consistent with applicable requirements for the property, ordinances and regulations. It has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff recommends approval. Planning Department Recommendation X Approve as submitted ,..Approve with conditions* Denial * While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. COMMISSIONERS CRITERIA FOR CONSIDERATION: The Planning and Zoning Commission is the final approval authority of the proposed final plat. In considering final action on a final plat, the Commission should consider the criteria within UDC, Section 21.12. 10 D. Attachments Aerial Map Final Plat Exhibit Correspondence from Engineer Date: Jun 13, 2016, 4:28pm User ID: SRanjbar File: P: 1205\ l41051DesignlCivi llPlatIPL2051405- FINAL.dwg NOTES: KEY NOTES 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL g ""'�""°"."•"° G "°'r LEGEND O1 10' G. E.T.TV. EASEMENT 10' G. E.T.TV. EASEMENT c� BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO ,, (VOL. 16923, PG. 1548) LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF 0�N rJ O 15' DRAINAGE EASEMENT F.LR. = g FOUND 112" IRON ROD 02 5' G.E. T. TV. EASEMENT 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 ✓ GQRr S. /.R. = SET 1/2" IRON ROD WITH BLUE VARIABLE WIDTH R.O.W DEDICATION (VOL. 16923, PG. 1548 O ) OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY FtP Q CAP STAMPED "KFW SURVEYING" TO CITY OF SCHERTZ (0.0268 AC.) /3> 40' DRAINAGE, AND G.E.TTVE. MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE ��Q J C ^''� R.O.W. = SITE R /GHT -OF -WAY 4 VAR /ABLE WIDTH LANDSCAPE EASEMENT EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. EASEMENT (VOL. 9677, PGS. 166 -170) ESMT = EASEMENT 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY C G .✓ R „:+" S `�,;•.� yM- O.P.R. = OFFICIAL PUBLIC RECORDS VARIABLE WIDTH LANDSCAPE & 40' DRAINAGE EASEMENT O O ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. O�` �\�`'( G. E. T. TV. EASEMENT (VOL. 9677, PGS. 166 -170) G \�� G.E.TTVE. = Via. N GAS, ELECTRIC, TELEPHONE, CABLE T.V., EASEMENT © VARIABLE WIDTH CLEAR VISION 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS E� S EASEMENT IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND / OR ASSIGNS. 10' CLEAR VISION EASEMENT 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. ® 5' WALL MAINTENANCE EASEMENT 5. THIS PLAT CONSISTS OF 70 BUILDABLE LOTS, 47 SF 50 LOTS AND 23 SF 45 LOTS. L O� ^ T/O h / /� /� MA N.T. S. O9 16' SANITARY SEWER EASEMENT 6. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 315 OF 785, COMMUNITY PANEL NO. 1® 5'G.E.TTV. EASEMENT 48029CO315F, DATED SEPTEMBER 29, 2010. THE SUBJECT PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN. SURVEYOR NOTES: re'°r 7. LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME OWNERS ASSOCIATION. GRID: 1. 112" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW SURVEYING" SET AT ALL N= 13739164.40 / 8. LOT 2, BLOCK 16; LOT 7, BLOCK 13; LOT 17, BLOCK 13; LOT 1, BLOCK 22; LOT 13, BLOCK 21 ARE CORNERS UNLESS NOTED OTHERWISE. SEE LINE & CURVE TABLE ON PAGE 2 OF 2 E= 2211014.57 \ THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 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. ; c � 0' ��° � � SCALE; % "a 100' STREET. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 4 SO' ` e4Q OAF'S 10. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 1.00017. EXIST. 14' C ^^� o THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% G. E. T. TV. E. / � , S°SS 4 77 7 0' 50' 100' 150' 200' OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT, ANUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 315 OF 785, COMMUNITY �Qj 72B PANEL NO. 48029CO315F, DATED SEPTEMBER 29, 2010. / '' ' 6'O- y' F.I.R. RHINE VALLEY j p°= c%� e b 15.00' 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). J t SUBDIVISION UNIT 1 / ,4) `ro3° 5 i (VOL. 9677, PGS. 166 -170) 8 �2es > F.I.R. F C.P.S. NOTES: .R. F'I'R 17 S0 \ 2 6 j <(/ \ s CLEAR VISION NOTE: L CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND ,4ry, r• O� O RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE �O / 7 8 °O O 14.98" �° 1 CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, AREAS ESI GNAT D PL AS "ELECTRIC EASEMENT" "GAS EASEMENT" SOpd "" // �O C) %, FENCES, AND VEGETATION), WHICH ARE HIGHER THAN THREE (3) FEET AND LOWER THAN EIGHT (8) ANCHOR ON'STHIS EASEMENT- "OVERHANG NT, OpOk�j ) 7 s c� /60 L�� FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND EASEMENT," AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, rygti I ° 28' F.LR. 1 FL ,5 1 7 0 �fi (ASSHTO) STREETS, OR LATEST REVISION THEREOF. CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, `C / �O 03S L t .I 5,> �f /T �✓�s °Oe„ PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT J` p• 2 � t A 7 P 2'991, F.LR. f Os.' f'S'f0� THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND Ci p� ^`o /� 1.) 7� S, 2 �O �3 6 S, F.LR• ' MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR Q e� oos �o. F.I.R. ,, i La EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE 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 �� /y> /Vp• 8 v3o� b� 1 F.I.R. \ J �` p0 / - Ix 3 /� °O�� ? M % 8 � '"•`,,..,, CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. WITHIN SAID EASEMENT AREA. a�,Q" OV S /�q,� pp oSS �� S ^p�p°� / 4S ,,. •` �C1 �S�T ez ° 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. Q° e" by \ Q lJ��7 �� / � alb CY OJI�g� p S' °S° q §i a O Soo 2G 5p ° O �° 4 " /0 �'S• / 1 hry C� us `SO ``" / /Dp �" 1 b° p� 2 / 3 hry d AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY Q� PS So q Q VP a Si m 6ti o° o° `�99 0 CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE 3 THIS PLAT DOES NOT AMEND, ALTER, RELEATELEPHONE, OR OTHERWISE Y IN h' 0, ��- � o Q C 0 3 �2 � N/ WATER, CABLE EASEMENTS ORST ��ti Q� �O�P� �!O 5 /w° g g° �� hry o � 4 � SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE °SSO '?j4g 4 h� 4 DESCRIBED BELOW �� 0000 p /V� 8F �° \ / q < os° s° c6 CITY ENGINEER �O l IC9 S 4. CONCRETE DRIVEWAY APPROACHES AND STEPS ARE ALLOWED WITHIN THE FIVE (5) { } 0� / S /�0' 8 hi A 14.15' Q' FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDERGROUND ELECTRIC AND GAS FACILITIES. S °, h �S °8 / G} �, �\r`og S° S °\ ti \S SS ��87 0- lb 0 F.J.R. , 2.51' ryo /yv ��O g`2 SgSg'� 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS 30 0 D� ^ / 7 1p °' P `'S- S °" 5p / SsA„ ry THIS PLAT OF THE RHINE VALLEY SUBDIVISION UNIT 2 HAS BEEN EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC AND GAS FACILITIES ARE PROPOSED OR EXISTING WITHIN THOSE FIVE FOOT WIDE EASEMENTS. ,r° 14'G. ET.TV.E. S1p 2031 C7 -1 's' \ #s ryo�� SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING (5) O� pU� ry` -. °o- ry` k ., .70, COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY b 3.74' N`ti° 12� 60' R `" APPROVED BY SUCH COMMISSION. COUNTY OF BEXAR $ Vb �p0 �,,� 3, ° r L1 �O Co° N 11 13.45' M S °SS DATED THIS DAY OF A.D. 20 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED n 129.06' a ry w p' V F .h� ° s °, s a d ¢ tb ° ° HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 2 OF SCHERTZ, TEXAS AND cso ,a S23 °3435'E ° Ste- !y 6 0' �s 69.78' 5 00 ^ry WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE VARIABLE WIDTH WATER TRANSMISSION S.I.R. 19.93' /l a'. As 10 59.76' BY: PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, LINE AND RIGHT-OF-WAY EASEMENT 1 so oo, ^ °o- ti 50.09' EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND (VOL. 9899 PG. 559) ya No - �`o � L1 CHAIRPERSON CONSIDERATION THEREIN EXPRESSED. _ Q � w ° 9 113.77' o -' 'a� °' o j w °' ( 14 y o `51 '' 0 n 9 ry LOT 7, BLOCK 13 "'o> C `"""""` °-�.° -- W C- -, ^/ h "' W ( 6 P 10 'a W ° °' •o PRIVATE OPEN SPACE AND N w o° p0 BY: THIS THE DA Y OF tY Oj / 0 ° s M o ^ ^ ti° �. VARIABLE WIDTH DRAINAGE ? / y 1 15 55 N° 8 EASEMENT SECRETARY ' �� SA;�2 I 6si- 8F Uj q � C° U Iy k C7 f Q Sa -- 7 z r 11 Z �� o� s" STATE OF TEXAS COUNTY OF BEXAR ti iN 4. F.I.R. 1°j 01 • s Qs C� 43.57' S 16 I F ' 40 75' sO�gO 5 L18 �� > > 8a\ 15.14' �� F FIR 1, COUNTY CLERK OF SAID COUNTY, DO OWNER: FRED DEVELOPMENT, LLC. 1202 W. BITTERS, BLDG 1 SUITE 1200 ° C o LU N 3 W 7S �3 /� ( = ' s ry 15.11' 31, ___ 131. -co SAN ANTONIO, TX 78216 `� a �' __ - 114.sr o ss, o ' % �� Q a "VJ 13 ' 2 GyC cv HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE PHONE: 210 - 490 -1798 �a ry CJ ° °e �� 13'3 N a ° ry / S30 °06'05 "E 90.00' as 050° LO 58 M 12 k \ M ~ �' 8 FAX: 210- 493 -2811 14'G.E.T.TVE. o n^ 03 /G" 1, LOT 8" 121 13 ss \ ( 1 co 2 48' �2o DAY OF A.D. AT M. AND DULY 8 ' So, G ^0 556 S29 °55'32 "E S29 °5532 "E LO Nyp °q33 DETAIL r,A,r 6 W S1j 3Z'>g E a ?s ? 95.83' 11922• S ^/ 96.12' �� RHINE VALLEY SUBDIVISION �6 18 RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF STATE OF TEXAS COUNTY OF BEXAR SEE PAGE 2 OF 2 h p o M 15 0^' S v �ol 0 F.I.R. UNIT 1 o o 12 v' a _ BEXAR COUNTY IN BOOKNOLUME PAGE SCR. 1.85' 1 � �� 13 2.12' N30 °06'05 "w (VOL., 9677, PGS. 166 -170) BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY () o I 4 N S29 °5532 "E 2 1 S29 °5532 "E 120.89' 120.00' I 8.90• IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFF ICE, APPEARED KNOWN TO ME TO BE THE PERSON Q g 120.00' ! o - 19 r 0 0 0 THIS DAY OF A.D. WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND b Lu b ry G oI 2 85 48'106.69' o ioI BLOCK 13 11 S3o °06'05 "E I C T L BLOCK I ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. ^ VARIABLE (j Wrt WIDTH 29'5532 106.. ° I S29 5532E o ST. VINCENT S29 5532E 120.63 ev OPEN e,1L E COUNTY CLERK, BEXAR COUNTY, TEXAS U i.L, G.E.T.TV.E. W - ° ___ o _� 120.00' WAY ° Q �I 120.00' 00 1 20 O Cl BY.' DEPUTY GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. W - - 3 N29 °55'32 "W °I ° 10 c°fl Cl °o o S30 °06'05 "E o Z C3 W K ' 106.44' O� d u °' °55'32 "W u w °55'32 "W 100.00' � � 6 - 85.23' �-. N29 ' - - - N29 c p 120.63' 22.10' F1'R'N29 °11'39 "I /V F.I.R. N ci 8 120.00' 4 `O n. °. ' ION 120.00' °0 o BLOCK 21 IO° N co °I 21 rn 49.94' 50.01' O <^ °' L14 1 1 O N 4 op m U °I o o W N 9 (� N 1 o I S30°06'05 "E 120.71' 9 NOTARY PUBLIC BEXAR COUNTY TEXAS STATE OF TEXAS DETAIL nBn _ _ SEE PAGE 2 OF 2 ( o ( c S29 °5532 "E I W S29 °5532 "E z (� N 121.19' I P z 120.00' v a 2 (o o °I 5 o S29 °5532 "E o 70.71' 50.00' Q 120.00' U) z '- 25 0 8 m 0 o n o w+ n °55'32 "W n n h o o °55'32 "E I 25 25 °0 23 oo COUNTY OF BEXAR m N29 z I S29 °55'32 "E S 0' S29 0 22 m ,M 1 GZ> co ^ O 120.98' 120.00' o 120.00' m o> � I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF O �C N o g I^ 25' 25' 2I W z 6 7 / ryV TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS TO THIS PLAT cc 4 z c o C) a 3 5.43' M M Q) Z O � ti Z 1 0 Imo` 7 60' R ENGINEERS + SURVEYING BEEN GIVEN j u W W o ° N29 °55'32 "W ^ _ _ _ _ o U _ W L M 114.27' �� - 94.92' 105.05' O� 56.03' 50.00' 50.00' 48.35' 4k 3421 Paesanos Pkwy, Suite 200, San Antonio, TX 78231 Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 Q) co N30 0605 I W 199.97' ti S30'06'05"E 20438' TBPE Firm #: 9513 • TBPLS Firm #: 10122300 REGISTERED PROFESSIONAL ENGINEER CC C N . O r 4 N o F.I.R. PE W W - - - - -- SARREBOURG ST 5 Q FINAL SUBDIVISIONPLATESTABLISH ING KFW ENGINEERS O v 7 y3 °E 10.53' o 845°42' o O C15 S30 '06'05 "E 557.82' V 40.63' 02�A0, F.I.R. 3/ RHINE VALLEY SUBDIVISION UNIT 2 O t-% °" z X12.18- �°o. vo, 50.00_ 50.00' 50.00_ 61_00_ 52.98_ _50.00' 50.00' _50.00' - STATE OF TEXAS _50.00' 38-93' � 8 I ° Op COUNTY OF BEXAR � 9.41' A 15.2988 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, BEXAR 5 3.21' w w w w w I w w w 3 w 12 COUNTY, TEXAS OUT OF THE MILES S. BENNETT SURVEY NO. 75, I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM VARIABLE WIDTH i 6°ry� iu 0 8 M o M o 10 M o 11 M o M ° 13 m M M ° W ABSTRACT NO. 61, COUNTY BLOCK 5057, THE JULIAN DIAZ SURVEY STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND G.E.T.N.E. - 9 10 po v M 7 o F o F I h o n o °v o p 0 14 n o 15 n o0 16 oN 17 0 18 00 19 r NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059 AND THE WILLIAM SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. 94 �h 6 M o m r1 z BRACKEN SURVEY NO. 74, ABSTRACT NO. 43, COUNTY BLOCK 5056, BLOCK 20 9 rn BLOCK 20 BEXAR COUNTY, TEXAS AND BEING OUT OF A 137.51 ACRE TRACT TERESA A. SEIDEL I 00' 50.00' oO' S S0. 0' 50.00' Z LAND CONVEYED TO FRED DEVELOPMENT, LLC OF RECORD IN REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 30' LANDSCAPE BUFFER .00' 25.51' 115.22' 59.44' 00' 50.00' 0' 50.00' 1.00' S .00' S30 °05'22 "E 844.15' F,I,R, VOLUME F VOLUME 15711 PAGE 1407 OF THE OFFICIAL PUBLIC RECORDS OF KEW SURVEYING, LLC & DRAINAGE EASEMENT S.I. R• BEXAR COUNTY, TEXAS. 14603 HUEBNER RD. BLDG. 40 REMAINDER OF GRID: SAN ANTONIO, TEXAS 78230 110.58 ACRE'S N= 13740091.50 PHONE: 210- 979 -8444 VARIABLE WIDTH WATER TRANSMISSION MILTON & BIL.LIE FRIESENHAHN E= 2211891.96 FAX 210- 979 -8441 FIRM LICENSE NO. 10122300 LINE AND RIGHT-OF-WAY EASEMENT (VOL. 9899 PG. 559) (VOL. 15867' PGS' 1756 O.P.R.) PAGE OF 2 Date: Jun 13, 2016, 4:28pm User ID: SRanjbar File: P: 1205\ l41051DesignlCivi llPlatIPL2051405- FINAL.dwg 1 1:0_l =nin F.I.R. = FOUND 112" IRON ROD S.LR. = SET 112" IRON ROD WITH BLUE OVARIABLE CAP STAMPED "KFW SURVEYING" R.O.W. = RIGHT -OF -WAY ESMT = EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS G.E.TTVE. = GAS, ELECTRIC, TELEPHONE, O5 CABLE T.V., EASEMENT SURVEYOR NOTES: 1. 112" 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 (NAD) 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 SURVEYARE BASED ON NAVD88 (GEOID09). C.P.S. NOTES 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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 EXISTING ELECTRIC, GAS, WATER, 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 FACILITIES. 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC AND GAS FACILITIES 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 DA Y OF OWNER: FRED DEVELOPMENT, LLC. 1202 W. BITTERS, BLDG 1 SUITE 1200 SAN ANTONIO, TX 78216 PHONE: 210 - 490 -1798 FAX: 210 - 493 -2811 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED 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 DAY OF A.. D. NOTARY PUBLIC BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. REGISTERED PROFESSIONAL ENGINEER P.E. KFW ENGINEERS STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLDG. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210- 979 -8444 FAX: 210 - 979 -8441 FIRM LICENSE NO. 10122300 KEY NOTES O 10'G. E. T. TV. EASEMENT O2 15' DRAINAGE EASEMENT OVARIABLE WIDTH R.O.W DEDICATION CHORD TO CITY OF SCHERTZ (0.0295 AC.) ®VARIABLE WIDTH LANDSCAPE 60.00' EASEMENT BLK 23 VARIABLE WIDTH LANDSCAPE & O5 G. E. T. TV. EASEMENT ©VARIABLE WIDTH CLEAR VISION LOT 11 EASEMENT O7 10' CLEAR VISION EASEMENT ® 5' WALL MAINTENANCE EASEMENT O9 16' SANITARY SEWER EASEMENT 1® 5'G.E.TTV. EASEMENT C10'G.E.T.TV.EASEMENT (VOL. 16923, PG. 1548) 02 5'G.E.T.TV. EASEMENT (VOL. 16923, PG. 1548) <3> 40' DRAINAGE, AND G.E.T TV E. EASEMENT (VOL. 9677, PGS. 166 -170) O40' DRAINAGE EASEMENT (VOL. 9677, PGS. 166 -170) r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - CURVE LENGTH RADIUS 8 DELTA CHORD LOT 10 C1 171.25' 60.00' 414.65' BLK 23 118.76' LOT 13 \ ` z 23.56' 15.00' LOT 11 90 °00'00" U N74 °5532 "W 30' LANDSCAPE BUFFER BLK 23 LOT 12 BLK 23 BLK 23 124.62' 89 °4927" AND DRAINAGE EASEMENT S75 °00'49 "E 1 > 15.00' 15.00' 90 °00'00" 21.21' ` C5 8 � VARIABLE WIDTH LANDSCAPE 4 � LOT 2 N76 °52'01 E AND DRAINAGE EASEMENT ,....- �--- -"' „,. �- 15.00' BLK 16 90 °00'00" 21.21' N48 °50'08'E C7 \ LOT 2, BLK 16 8.28' 57 °46'09" 14.49' SLR. -.., S71 °40'02 "W 234.39' .--w __ -- --- 60.00' 37.83' 295 °32'17" _ S.I.R. 23.5 C9 23.56' 14' G.E. T TV E. C26 90 °00'00" 21.21' � VARIABLE WIDTH WATER TRANSMISSION C10 ROAD i 125.00' 38.14' Y EA SEM ENT LINE ANDRIGHT- OVOL.9 72.96' i C11 24.18' (F-WA 99PG.5 9) 6 LoN1ERSEGUIN 21.65' N13 °43'00E C12 3 F.I.R. iii 130.67' 92 °3222" 180.65' S13 °48'17 "W i i 23.61' 15.00' 15.05' 90 °10'33" 21.25' N14 °59'11'E C14 22.56' 15.00' 14.03' 86 °10'39" 20.49' N73 °11'24 "W C15 10.20' 15.00' 5.31' 38 °5847" i S49 °3529 "E C16 146.65' r------ - - - - -- ST. - -- - DETAIL "A" VARIABLE WIDTH WATER TRANSMISSION LINEAND RIGHT -OF -WAY EASEMENT ( VINCENT WA SCALE: 1" - 50' (VOL. 9899 PG. 559) VARIABLE WIDTH _ 8 G.E.TTVE. G- I 4 ' 5 B LOT 20 LU U) O 8 J CD y O S/ LOT BLK 20 VARIABLE WIDTH LG.E.TTV.E. ----------- - - - - -j DETAIL 'B" SCALE: I" = 50' CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C1 171.25' 60.00' 414.65' 163 °31'58" 118.76' N23 °26'10'E C2 23.56' 15.00' 15.00' 90 °00'00" 21.21' N74 °5532 "W 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 °06'05 "W C5 103.65' 175.00' 53.40' 33 °56'13" 102.15' N76 °52'01 E 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 °09'52 "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 °21'49" 21.65' N13 °43'00E C12 201.89' 125.00' 130.67' 92 °3222" 180.65' S13 °48'17 "W C13 23.61' 15.00' 15.05' 90 °10'33" 21.25' N14 °59'11'E C14 22.56' 15.00' 14.03' 86 °10'39" 20.49' N73 °11'24 "W C15 10.20' 15.00' 5.31' 38 °5847" 10.01' S49 °3529 "E C16 146.65' 50.00' 477.69' 168 °02'57" 99.46' N14 °5637E 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 °10'33" 106.23' S14 °59'11 "W C21 23.52' 15.00' 14.95' 89 °4927" 21.18' N75 °00'49 "W C22 39.35' 25.00' 25.08' 90 °1033" 35.41' N14 °59'11E C23 15.12' 15.00' 8.28' 57 °46'09" 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 LINE TABLE LINE LENGTH BEARING L 1 30.02' N4 ° 15'57 "E L2 10.00' S86 °09'52'E L3 50.00' N3 °50'08 "E L4 24.41' N15 °12'09 "E L5 30.01' S87 °5728E L6 10.00' N86 °09'52 "W L7 42.61' N15 °04'28 "E L8 42.25' N74 °5532 "W L9 27.90' N60 °01'58 "E L10 13.04' N24 °42'00 "W L11 13.04' N32 °22'15 "E L14 29.87' N74 °5532 "W L15 30.13' N15 °04'28 "E L16 32.98' N71 °40'02 "E L17 14.96' N60 °04'28 "E L18 4.23' S30 °06'05E NOTES: 1. 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 LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE 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 VIOLATION 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 AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND / OR ASSIGNS. 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. • THIS PLAT CONSISTS OF 70 BUILDABLE LOTS, 47 SF 50 LOTS AND 23 SF 45 LOTS. • ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 315 OF 785, COMMUNITY PANEL NO. 48029C0315F, 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 2, BLOCK 16; LOT 7, BLOCK 13; LOT 17, BLOCK 13; LOT 1, BLOCK 22; LOT 13, BLOCK 21 ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 9. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 10, WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT OWNER SHALL BE PROHIBITED 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, OR LATEST REVISION THEREOF. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE C /BOLO 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 PERMIT APPLICATION. AGENT FOR C /BOLO CREEK MUNICIPAL AUTHORITY 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE RHINE VALLEY SUBDIVISION UN 17-2 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20 BY CHAIRPERSON BY SECRETARY STATE OF TEXAS COUNTY OF BEXAR 1, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAY OF A.D. AT M. AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF BEXAR COUNTY IN BOOKNOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. BY COUNTY CLERK, BEXAR COUNTY, TEXAS DEPUTY I*V ENGINEERS + SURVEYING 3421 Paesanos Pkwy, Suite 200, San Antonio, TX 78231 Phone #:(210)979 -8444 • Fax #:(210)979 -8441 TBPE Firm #: 9513 • TBPLS Firm #: 10122300 FINAL SUBDI VIS /ON PLA T ES7ABL ISHING RHINE VALLEY SUBDIVISION UNIT 2 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: Jun 13, 2016, 4:29pm User ID: SRanjbar File: P: 1205\ l41051DesignlCivi llPlatIPL2051405- FINAL.dwg PAGE 2 OF 2 City of Schertz Planning & Community Development Attn: Emily Delgado Re: Rhine Valley Subdivision, Unit 2 Final Plat Reapproval Request Ms. Delgado, The Final Plat for Rhine Valley Unit 2 was approved by Schertz Planning & Zoning commission on September 14, 2016. During that time, construction started, however, utility conflicts along Lower Seguin caused significant delays to the project. Due to these unforeseen circumstances and delays beyond the owner's control, we submitted a request for a six-month extension on the plat, due to expire March 12, 2019. To date, construction is still behind schedule and we are now needing to get the final plat reapproved. We look forward to working with staff on this request Burt Wellmann, P.E. Director of Residential Services • TO: Planning and Zoning Commission PREPARED BY: Nick Koplyay, Planner CASE: PC2019 -001 SUBJECT: PC2019 -001 Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 3, Phase A, an approximately 30 acre tract of land generally located south of the intersection of FM 1518 and Hollering Vine, City of Schertz, Bexar County, Texas. GENERAL INFORMATION: Owner / Applicant: Schertz 1518, Ltd., Chris Price Project Engineer / Authorized Agent: Malone /Wheeler, Inc., Jesse B. Malone Date: Application Submittal Type: January 15, 2019 . Original Application March 1, 2019 Revised Submittal March 15, 2019 Revised Submittal ITEM SUMMARY: A final plat for The Crossvine Module 1, Unit 3 was previously approved by the Planning and Zoning Commission on July 25, 2017. Following the approval of the final plat, the Project and Applicant decided they wanted to break up Unit 3 into two phases in order to start construction quicker. This is the final plat for Phase A, and the final plat for Phase B is also on the March 27, 2019 Planning and Zoning Commission Agenda. The applicant is proposing to final plat approximately 30 acres of land establishing 78 single family residential lots. The lots are categorized into three (3) different lot sizes per The Crossvine Subdivision PDD: one (1) lot is classified as DSFR (1), thirty -three (33) lots are classified as DSFR (2), and forty -four (44) lots are classified as DSFR (3). Lot Use Dimensional Requirements The plat was reviewed in accordance with The Crossvine PDD (Ordinance 12 -S -16 and amendment 14- S -08). This property is part of a Planned Development District, as such it must comply with the design requirements of the PDD and any area that is not directly addressed in this document must comply with the design criteria of the Schertz Unified Development Code (UDC). GENERAL LOCATION AND SITE DESCRIPTION: The subject property is undeveloped and is generally located south of the intersection of FM 1518 and Hollering Vine. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This development is designed to have three (3) points of access via the following roadways, Hollering Pass, Trailing Creek, and Ivy Curl, all of which connect Module 1, Unit 3, Phase A, to Crossvine Module 1, Unit 2, Phase A via Hollering Vine. TREE MITIGATION AND PRESERVATION: The applicant will be responsible for Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a Tree Affidavit which indicates that the site does contain Protected and Heritage trees. A 26" Heritage Class Pecan Tree will be removed. The applicant has submitted a landscape plan, in which they propose to mitigate the 26" Heritage Class Pecan Tree by planting on site a total of 78 caliper inches. PUBLIC SERVICES: The site is serviced by City of Schertz water and sewer, CPS, AT &T, and Time Warner Cable. All public improvements required for this subdivision are required to be installed prior to recording of the final plat per UDC, Section 21.4.15., unless otherwise specified in an approved development agreement. Parks: All parkland requirements have been satisfied, no fees are required. The Crossvine will install more than 2.5 miles of "must build" trails; several pocket parks throughout the entire development; open space in excess of 15 %; 13.1 acres of public parkland (Heritage Park) previously dedicated to the City of Schertz; and an Amenity Center in Module 1, Unit 1 Water and Sewer: This site will be serviced through 8" water lines and 8" sewer lines that will be extended throughout the subdivision and stubbed for future development. Drainage: The applicant is responsible for all drainage associated with the subject property, and for compliance with the Storm Water regulations. A drainage plan has been reviewed and approved by the City Engineer. Sidewalks, Hike and Bike Trails: Trails and sidewalks are planned for the entire community connecting to several designated parks and open space. Road Improvements: All street improvements will be constructed according to the Public Works Specifications. Residential sidewalks are proposed at 5' and will be placed either adjacent to the curb or within a 2' greenbelt. All streets will be developed to City of Schertz specifications including sidewalks. STAFF ANALYSIS AND RECOMMENDATION: The proposed final plat is consistent with applicable requirements for the property, ordinances and regulations. All lots meet the minimum lot width, depth and area as described in the PDD. The plat has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff recommends approval of the final plat. * While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. The Planning and Zoning Commission is the final approval authority of the proposed final plat. In considering final action on a final plat, the Commission should consider the criteria within UDC, Section 21.12. 10 D. Attachments Crossvine MI, U3 Phase A Aerial Crossvine MI, U3 Phase A Final Plat Exhibit ENGINEER [MALONE *WHEELER s 1=1 INC.,- INC tsss 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899-0601 FAX: (512) 899-0655 FIRM REGISTRATION NO. F -786 SURVEYOR: I*V SURVEYING 3421 Peeem Pkwy, Sure 101, Sen Antonia, TX 78231 Phone N_(210)9798444 Fex #- (210)9788441 TBPLS Flan #.10122300 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS .SZSIlPI WAS] ;i 3Wf-0 THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE _ DAY OF 20 OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED 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 THE DAY OF _20 NOTARY PUBLIC BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONE /WHEELER, INC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 LOT SUMMARY (44) 70'LOTS, (33) 60'LOTS, (1) 50'LOTS (6) LANDSCAPE LOTS 80'x40 ° 80'x50 PAD PAD --- ------ } -- -- } I,.0 -- -------- to 50' LOT DIAGRAM 60 60' LOT DIAGRAM o oh LOT DESIGN GUIDELINES NOT TO SCALE 0 I ------ \ i z nO Ile pp eC z pA pp / HOLLERING RING PASS " (50'R, 0. W) I I LOST TENDRIL (50'R. 0 W) - - -- -- -- mol 0 200 400 SCALE: 1"=200' 1 n n SLOCK2 EET 4 - - - -- / - - - - -� SN ET 3 , � SHE , GERONlMO LEAL SURVEY NO. 79, -._. _.... ABS NO, 424 NOB, 16560 ---- - - -- -- i -- E R EVANS SURVEY NO. 80, r • � ..,, ABS. N0, 21, COUNTY BLOCK 6060 ' ) SAiVKS/ _ -� LEGEND 80'x 60' l PAD NOTES: -- -- -- } LOT 903, BLOCK 2 ELECTRIC, GAS, 70' LOT DIAGRAM 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW LOT 901, BLOCK 3 EASEMENT SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. w 0 I ------ \ i z nO Ile pp eC z pA pp / HOLLERING RING PASS " (50'R, 0. W) I I LOST TENDRIL (50'R. 0 W) - - -- -- -- mol 0 200 400 SCALE: 1"=200' 1 n n SLOCK2 EET 4 - - - -- / - - - - -� SN ET 3 , � SHE , GERONlMO LEAL SURVEY NO. 79, -._. _.... ABS NO, 424 NOB, 16560 ---- - - -- -- i -- E R EVANS SURVEY NO. 80, r • � ..,, ABS. N0, 21, COUNTY BLOCK 6060 ' ) SAiVKS/ _ -� LEGEND NUMBERS l LOT 901, BLOCK 2 NOTES: B.C.D.P.R. BEXAR COUNTY DEED AND LOT 903, BLOCK 2 ELECTRIC, GAS, PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW LOT 901, BLOCK 3 EASEMENT SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. R.P.R.B.C. REAL PROPERTY RECORDS E LOT 24, BLOCK 1 BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH LOT 24, BLOCK 4 i e�ocX 2 ESM'T EASEMENT ACCESS N.V.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT P.U.E. r f/ E #, ( 7 Jk T 2 r`"`r' � -3c -eT..' ✓Y, ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR EGTTV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE ELEC ELECTRIC CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, TEL TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL CA.TV. CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S — — — PROPERTY LINE ADDITIONAL NOTES: 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. LOT & BLOCK LEGEND NUMBERS ALLOWABLE USE LOT 901, BLOCK 2 NOTES: B.C.D.P.R. BEXAR COUNTY DEED AND LOT 903, BLOCK 2 ELECTRIC, GAS, PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW LOT 901, BLOCK 3 EASEMENT SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. R.P.R.B.C. REAL PROPERTY RECORDS Cy��" ' ` LOT 24, BLOCK 1 BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH LOT 24, BLOCK 4 i AMERICAN DATUM (NAD) OF 1983. ESM'T EASEMENT ACCESS N.V.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT P.U.E. PUBLIC UTILITY EASEMENT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR EGTTV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE ELEC ELECTRIC CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, TEL TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL CA.TV. CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S — — — PROPERTY LINE ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS - ADJACENT PROPERTY LINE PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID p o �o CENTER LINE OF R.O.W. DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN DATED THIS DAY OF A.D. 20. EASEMENT SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY TxDOT DISC (POINT OF BEGINNING) OWNERS. ihz .......... -------- SIGHT DISTANCE EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED OFIR FOUND 1/2" IRON ROD SCALE FACTOR OF 1.00017. OFPK FOUND PK NAIL 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. EX. FEMA 100 YR FLOODPLAIN 48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS - p. g ,. 1 tr At'a 6. «'.. " &'h„^` &.f S a-�"3i� t$a.+° Fy >.a.. PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE J 5&" A' { "t; - -_ � SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE """- - , _ ', `�, -� '�,,. , - "'', . , r `' f --- - - -..- .....,. EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS _ - -- -- -r I I I - PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR �� OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH •.. ,, ,- SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. _ ' I i, COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: ADDITIONAL NOTES: 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 901, BLOCK 2 LOT 902, BLOCK 2 LANDSCAPE LOTS / LOT 903, BLOCK 2 ELECTRIC, GAS, LOT 904, BLOCK 2 TELEPHONE & CABLE TV LOT 901, BLOCK 3 EASEMENT LOT 902, BLOCK 3 ' LOT 901, BLOCK 4 Cy��" ' ` LOT 24, BLOCK 1 LANDSCAPE LOTS /PUBLIC LOT 25, BLOCK 1 ACCESS/ LOT 33, BLOCK 2 DRAINAGE EASEMENT LOT 24, BLOCK 4 i LOT 18, BLOCK 3 LANDSCAPE LOT / PUBLIC REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR ACCESS 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 78 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 1 DSFR(2) 60' 33 DSFR(3) 70' 44 TOTAL LOTS -= 78 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 8.62 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK 3, LOT 24 BLOCK 4 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. EASEMENT LIMITS SHOWN FOR REFERENCE PURPOSES ONLY, SUBJECT TO THAT CERTAIN CONSTRUCTION AND DRAINAGE EASEMENT AND ACCESS EASEMENT DATED SEPTEMBER 4, 2015 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. 20150172229 AS AMENDED BY THAT FIRST AMENDMENT TO ACCESS EASEMENT DATED 2017 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. C.P.S. NOTES _ -- .. STATE OF TEXAS 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND /�� 1 ` ; - i • COUNTY OF BEXAR RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES 1 I � ' IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT', "SERVICE EASEMENT", "OVERHANG Cy��" ' ` �. 610 EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE - --- I ,COUNTY PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, i _—J HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR s L ON THE DAY OF , 20_ A.D. AT AND DULY BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH _M. ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND RECORDED THE DAY OF OF , 20 A.D. AT _M. EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID i I FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY BOOK / VOLUME ON PAGE " — FINAL SUBDIVISION a �3 AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID PLAT OF p o �o 'N. PERMIT APPLICATION. DATED THIS DAY OF A.D. 20. "71 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS BY: THE CROSSVINE MODULE 1 EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR CHAIRPERSON COUNTY CLERK, BEXAR COUNTY, TEXAS 01' ✓J'�s L"�. t'�1 `.�..�` 1«�I(?aF 1 1 ,rL4.. ?�"id f t,/ l "L, 7 BY. - p. g ,. 1 tr At'a 6. «'.. " &'h„^` &.f S a-�"3i� t$a.+° Fy >.a.. 1 r 1, L.. f{�Yf ! v.i J 5&" A' { "t; - -_ � � UNIT 3 PHASE A �, "^%,1 `r ?`'' """- - , _ ', `�, -� '�,,. , - "'', . , r `' f --- - - -..- .....,. �•�. , ri - _ - -- -- -r I I I - A 30.33 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF �� '�. � � � •.. ,, ,- _ ' I i, RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS 'Z6 �f•`7 ? , J-- ��` —� ,0 - - �) _ _ - 1— , CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518 LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518 LTD OF RECORD IN F ��_ _— -- -- — __ °' - -- _.I _^ _ ,•� I .ti„ VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TZ 8 TY T TEXAS AND SITUATED IN THE CITY OF SCHERTZ, XAR COUNTY, TEXAS C.P.S. NOTES _ -- .. STATE OF TEXAS 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND /�� 1 ` ; - i • COUNTY OF BEXAR RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES I � ' IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT', "SERVICE EASEMENT", "OVERHANG Cy��" ' ` I, CLERK OF BEXAR COUNTY, DO EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE - --- I ,COUNTY PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, — '- _—J HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR - - -- L ON THE DAY OF , 20_ A.D. AT AND DULY BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH _M. ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND RECORDED THE DAY OF OF , 20 A.D. AT _M. EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 - PHASE A SUBDIVISION IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY BOOK / VOLUME ON PAGE OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL APPROVED BY SUCH COMMISSION. SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF EASEMENT AREA. PERMIT APPLICATION. DATED THIS DAY OF A.D. 20. OFFICE. THIS DAY OF , A.D. 20_ 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS BY: EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR CHAIRPERSON COUNTY CLERK, BEXAR COUNTY, TEXAS GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND BY. ELEVATION ALTERATION. SECRETARY BY: ,DEPUTY SHEET 1 OF 6 MALONE *WHEELER swce INC.tsss 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899-0601 FAX: (512) 899-0655 FIRM REGISTRATION NO. F -786 17W SURVEYING 3421 Peeemnos Pkwy, Sure 101, 3mn Antonia, T %]8231 Phone N_(210)9798444 Fmx #- (210)9788441 TBPLS Flan #.10122300 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS COUNTY OF BEXAR THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF , 20 OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED 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 THE DAY OF 20 NOTARY PUBLIC BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONE/WHEELER, INC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 B.C.D.P.R. 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. .R.B.C. O.W. SM'T /.A.E. .U.E. 3TTV LEC FEL 4TV. OFIR OFPK I c Kln 0 100 200 SCALE: 1"=100' E WIDTH _K EASEMENT 4L NOTES: OROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR RATION PURPOSES AND DO NOT SET THE ALIGNMENT. 1ENT IS DETERMINED AT TIME OF FINAL PLAT. INSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE V CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION \NCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. SUMMARY 70'LOTS, (33) 60'LOTS, (1) 50'LOTS _ANDSCAPELOTS NOTES: BEXAR COUNTY DEED AND ALLOWABLE USE PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW LOT 902, BLOCK 2 SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. REAL PROPERTY RECORDS ELECTRIC, GAS, BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH 60' LOT DIAGRAM AMERICAN DATUM (NAD) OF 1983. EASEMENT VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT PUBLIC UTILITY EASEMENT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE LOT DESIGN GUIDELINES DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE ELECTRIC CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S PROPERTY LINE ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS ADJACENT PROPERTY LINE PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID CENTER LINE OF R.O.W. DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN EASEMENT SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY TxDOT DISC (POINT OF BEGINNING) OWNERS. SIGHT DISTANCE EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED FOUND 1/2" IRON ROD SCALE FACTOR OF 1.00017. FOUND PK NAIL 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. EX. FEMA 100 YR FLOODPLAIN 48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: 0 100 200 SCALE: 1"=100' E WIDTH _K EASEMENT 4L NOTES: OROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR RATION PURPOSES AND DO NOT SET THE ALIGNMENT. 1ENT IS DETERMINED AT TIME OF FINAL PLAT. INSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE V CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION \NCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. SUMMARY 70'LOTS, (33) 60'LOTS, (1) 50'LOTS _ANDSCAPELOTS 70' 0 80' x 60' PAD LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE 80' x 50' c LOT 902, BLOCK 2 LANDSCAPE LOTS / PAD ELECTRIC, GAS, LOT 904, BLOCK 2 TELEPHONE & CABLE TV LOT 901, BLOCK 3 EASEMENT 60' LOT DIAGRAM >I LOT 901, BLOCK 4 VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, LOT 24, BLOCK 1 LANDSCAPE LOTS /PUBLIC Lu —1 LOT DESIGN GUIDELINES NOT TO SCALE LOT 24, BLOCK 4 70' 0 80' x 60' PAD LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 901, BLOCK 2 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF LOT 902, BLOCK 2 LANDSCAPE LOTS / LOT 903, BLOCK 2 ELECTRIC, GAS, LOT 904, BLOCK 2 TELEPHONE & CABLE TV LOT 901, BLOCK 3 EASEMENT LOT 902, BLOCK 3 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN LOT 901, BLOCK 4 VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, LOT 24, BLOCK 1 LANDSCAPE LOTS /PUBLIC LOT 25, BLOCK 1 ACCESS/ LOT 33, BLOCK 2 DRAINAGE EASEMENT LOT 24, BLOCK 4 COUNTY OF BEXAR: LOT 18, BLOCK 3 LANDSCAPE LOT / PUBLIC ACCESS 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 78 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 1 DSFR(2) 60' 33 DSFR(3) 70' 44 TOTAL LOTS = 78 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 8.62 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK 3, LOT 24 BLOCK 4 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. EASEMENT LIMITS SHOWN FOR REFERENCE PURPOSES ONLY, SUBJECT TO THAT CERTAIN CONSTRUCTION AND DRAINAGE EASEMENT AND ACCESS EASEMENT DATED SEPTEMBER 4, 2015 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. 20150172229 AS AMENDED BY THAT FIRST AMENDMENT TO ACCESS EASEMENT DATED 2017 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. _ 70'LOTDIAGRAM �i FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1 UNIT 3- PHASE A EEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL IR TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: .DEPUTY SHEET 2 OF 6 A 30.33 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 :OSSVINE, MODULE1, UNIT 3 - PHASE A SUBDIVISION AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN TO AND CONSIDERED BY THE CITY PLANNING AND VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS ;OMMISSION. STATE OF TEXAS (OF A.D. 201 COUNTY OF BEXAR: EEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL IR TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: .DEPUTY SHEET 2 OF 6 ENGINEER [MALONE *WHEELER) s Ce INC. I- 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899-0601 FAX: (512) 899-0655 FIRM REGISTRATION NO. F -786 17W SURVEYING 342 P moos Pkwy S,ft l Dt- Antonia, TX 78231 Ph... N.( 10)9790444 Fex #- (210)9788441 TBPLS F #: 10122300 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER LOT SUMMARY (44) 70' LOTS, (33) 60' LOTS, (l) 50' LOTS (6) LANDSCAPE LOTS 80'x40' °I 80'x50 °) 80'x60 PAD ^� PAD ^) PAD I I 50' LOT DIAGRAM 60' LOT DIAGRAM 70' LOT DIAGRAM ^w ^w LOT DESIGN GUIDELINES NOT TO SCALE ADDITIONAL NOTES: 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. VARIABLE WIDTH SIDEWALK EASEMENT 0 A 10' EGTTV 33 �L BLOCK 2 32 Cs'8 S B.C.D.P.R R.P.R.B.0 R.O.W. ESM'T NN.A.E. P.U.E. EGTTV ELEC TEL CA.TV- 1.111..... 1.11.1.. (_ ihz .1.1.1.1....... .. 0 100 200 OFIR SCALE: 1"=100' OFPK '1 jl tom...-- "•� - - "" i r - u= 1� f C l _ J,«l „,.,�k(,„.F,. .+fIMIt, ,'�(.....L f Z , Y,..^l'b// 2- /"a "if�S o� ,,,, tit I u) , { y P4'?R +17 t t w C, K TE ; PARK C) C LEGEND 01 S88 37,3 / O• g•2 S88 54 2E 11915' S88° 54' 12 "E 119.14' d' STATE OF TEXAS n SF 7 b^ 0 7 7 n 10' EGTTV zo 5.11' 5.08' W M 2000, 273 <v ° N N COUNTY OF BEXAR Z 29 zs•�zJ 2 0 ^ 17 - 1 W THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE J h h /o N68° o� ^ ° _ I S88° 56' 31 "E 120.00' W M 10' EGTTV N88° 56' 31 "W 124.63' - - -- - PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, = 0, S7 h ° l 2g 2j ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC ♦ �, h 5i3- X2000• l >2pOO' 1` to o° cn PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN V U a 3 o °W EXPRESSED. 2 °o m a M Lu a 28 ° Y U U / N7 ° BL�CK3 h' h 30 LOCK3 21' � 21' - 120.00 - - N THIS THE DAY OF , 20 h --.� 0 N BLOCK2 ^ W 7 32 W� ° 18 ---- .- _._ --- so, LIJ 583° 08'3>'E 120.00' 'N U o° 120 0 = BLOCK 3 m o a LO OWNER: SCHERTZ 1518, LTD. h 2 ' 4 ? M N ° 15 °o M M MI`c; BLOCK4 Z C/O CHRISTOPHER K. PRICE �y ° ° o h ^ ° ° W W J 314 E. COMMERCE ST., SUITE 600 _ 27 �w ` "� W 10' EGTTV ^ m I 120.00' O) n n N N -- SAN ANTONIO, TX. 78205 PHONE: 210-226-6843 -o S89- 26'59"E 120.00' 0 rn 12000' o � o ° o O Q v�5 o F cc d Io n G STATE OF TEXAS N 26 ° ° ° _ h a D 14 ° S88 °56'31 "E 120.00' O COUNTY OF BEXAR M �o I N85° 09' 54 "W 121.19' N880 56'31 "W 10.00' 60.00' -- 50.00' �N84° 45'26 "E 120.03'__ 66.12' 61.07' 64.56' J � 60. >2' 53.96' ` N88° 56' 31 "W 130.40' 3 0 0 584° 45' 26 "W 130.00' 10.00' 60.00' o z 60.40' 60.00' 10.00' U D o' 5 0 BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY 60.00' o 0 o M > - o ° APPEARED , KNOWN TO ME 60.00'(,_, °o oo N N F o ° TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING o o ^ cS ^ 3 a h i, _ S88° 56' 31 "E 120.00' _ INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME l ° o°S,..w W 3 o h FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN °' ^ v �y `)' ° LL 'v 7 8 M 9 ° 10 3 11 13 -� NI THE CAPACITY THEREIN STATED. ^ 0 25 -w. °}"� $ -v <�" 6 m °v o 12 `°j°I m L 16 lll 24 pl (") -' C ^ �'" M o° °O ! .O 7 N O �) 6 h ' GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE �� '` n , BkbCK 3 ° o ° ^ w o ° -6.01' ' 24.39 DAY OF '20 `0 5.10'= ---r- 46.x2'- 58.85 �' % 59.82' -" ° 13.546.43r�5 00` OLA OAT N84° 45' P6 "E 67 68 - - -' we PASS - -- C23 )� �xl 0 137. 6' ° E O�6�9 -� _ _49' S83 , 6.01' NOTARY PUBLIC BEXAR COUNTY, TEXAS �e C28 97,14' N84° 45 26 "E 101 43 - -H0�5o R.o.w.) Cob_poP ooy` N83° 76 l ,3 1 C;57.2b �-_�'� h _ F 21'35" - - - - SV' 45' 26V 249.11' W 110.72, h ry C16 C46 - - - - - - - N83° 21' 35 W 72_ , - 110. STATE OF TEXAS - - -- -- - -- _ C17_ -,- _ N (., 10' EGTTV -- ,. co o n_ M o PROPOSED 16' WASTEWATER COUNTY OF BEXAR 25 O EASEMENT TO BE DEDICATED BY BLOCKI SEPARATE INSTRUMENT I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE VOL PAGE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING / REF. DETAIL "B" SEE SHEET 5 OF 6 CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. S88° 44' 20 "W 945.62' JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONE/WHEELER, INC. 145.427AC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 (VOL. 11564, PG. 1814) PHONE: (512) 899 -0601 FAX: (512) 899 -0655 OWNER: SCHERTZ 1518, LTD. A TEXAS LIMITED PARTNERSHIP STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 C.P.S. NOTES 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT & BLOCK NOTES: BEXAR COUNTY DEED AND ALLOWABLE USE N 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW C49 , i REAL PROPERTY RECORDS ELECTRIC, GAS, cs _ _ - RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH N 0 C50 0 ° > 31 0/4 + 3 , C 7 � 610 °�5�. 0` NX) ) PUBLIC UTILITY EASEMENT h ° LOT 33, BLOCK 2 10'EGT7-V -N W ro Q 30 20.16' .� S88° 54' 12'E 128,30' S88 54' 12 "E 104. - __ C) C9 TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF / `pL15 za 01 S88 37,3 / O• g•2 S88 54 2E 11915' S88° 54' 12 "E 119.14' d' STATE OF TEXAS n SF 7 b^ 0 7 7 n 10' EGTTV zo 5.11' 5.08' W M 2000, 273 <v ° N N COUNTY OF BEXAR Z 29 zs•�zJ 2 0 ^ 17 - 1 W THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE J h h /o N68° o� ^ ° _ I S88° 56' 31 "E 120.00' W M 10' EGTTV N88° 56' 31 "W 124.63' - - -- - PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, = 0, S7 h ° l 2g 2j ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC ♦ �, h 5i3- X2000• l >2pOO' 1` to o° cn PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN V U a 3 o °W EXPRESSED. 2 °o m a M Lu a 28 ° Y U U / N7 ° BL�CK3 h' h 30 LOCK3 21' � 21' - 120.00 - - N THIS THE DAY OF , 20 h --.� 0 N BLOCK2 ^ W 7 32 W� ° 18 ---- .- _._ --- so, LIJ 583° 08'3>'E 120.00' 'N U o° 120 0 = BLOCK 3 m o a LO OWNER: SCHERTZ 1518, LTD. h 2 ' 4 ? M N ° 15 °o M M MI`c; BLOCK4 Z C/O CHRISTOPHER K. PRICE �y ° ° o h ^ ° ° W W J 314 E. COMMERCE ST., SUITE 600 _ 27 �w ` "� W 10' EGTTV ^ m I 120.00' O) n n N N -- SAN ANTONIO, TX. 78205 PHONE: 210-226-6843 -o S89- 26'59"E 120.00' 0 rn 12000' o � o ° o O Q v�5 o F cc d Io n G STATE OF TEXAS N 26 ° ° ° _ h a D 14 ° S88 °56'31 "E 120.00' O COUNTY OF BEXAR M �o I N85° 09' 54 "W 121.19' N880 56'31 "W 10.00' 60.00' -- 50.00' �N84° 45'26 "E 120.03'__ 66.12' 61.07' 64.56' J � 60. >2' 53.96' ` N88° 56' 31 "W 130.40' 3 0 0 584° 45' 26 "W 130.00' 10.00' 60.00' o z 60.40' 60.00' 10.00' U D o' 5 0 BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY 60.00' o 0 o M > - o ° APPEARED , KNOWN TO ME 60.00'(,_, °o oo N N F o ° TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING o o ^ cS ^ 3 a h i, _ S88° 56' 31 "E 120.00' _ INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME l ° o°S,..w W 3 o h FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN °' ^ v �y `)' ° LL 'v 7 8 M 9 ° 10 3 11 13 -� NI THE CAPACITY THEREIN STATED. ^ 0 25 -w. °}"� $ -v <�" 6 m °v o 12 `°j°I m L 16 lll 24 pl (") -' C ^ �'" M o° °O ! .O 7 N O �) 6 h ' GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE �� '` n , BkbCK 3 ° o ° ^ w o ° -6.01' ' 24.39 DAY OF '20 `0 5.10'= ---r- 46.x2'- 58.85 �' % 59.82' -" ° 13.546.43r�5 00` OLA OAT N84° 45' P6 "E 67 68 - - -' we PASS - -- C23 )� �xl 0 137. 6' ° E O�6�9 -� _ _49' S83 , 6.01' NOTARY PUBLIC BEXAR COUNTY, TEXAS �e C28 97,14' N84° 45 26 "E 101 43 - -H0�5o R.o.w.) Cob_poP ooy` N83° 76 l ,3 1 C;57.2b �-_�'� h _ F 21'35" - - - - SV' 45' 26V 249.11' W 110.72, h ry C16 C46 - - - - - - - N83° 21' 35 W 72_ , - 110. STATE OF TEXAS - - -- -- - -- _ C17_ -,- _ N (., 10' EGTTV -- ,. co o n_ M o PROPOSED 16' WASTEWATER COUNTY OF BEXAR 25 O EASEMENT TO BE DEDICATED BY BLOCKI SEPARATE INSTRUMENT I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE VOL PAGE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING / REF. DETAIL "B" SEE SHEET 5 OF 6 CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. S88° 44' 20 "W 945.62' JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONE/WHEELER, INC. 145.427AC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 (VOL. 11564, PG. 1814) PHONE: (512) 899 -0601 FAX: (512) 899 -0655 OWNER: SCHERTZ 1518, LTD. A TEXAS LIMITED PARTNERSHIP STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 C.P.S. NOTES 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT & BLOCK NOTES: BEXAR COUNTY DEED AND ALLOWABLE USE PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW LOT 902, BLOCK 2 SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. REAL PROPERTY RECORDS ELECTRIC, GAS, BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH LOT 902, BLOCK 3 AMERICAN DATUM (NAD) OF 1983. EASEMENT NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT PUBLIC UTILITY EASEMENT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE LOT 33, BLOCK 2 DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE ELECTRIC CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S PROPERTY LINE ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS ADJACENT PROPERTY LINE PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID CENTER LINE OF R.O.W. DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN EASEMENT SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY TxDOT DISC (POINT OF BEGINNING) OWNERS. SIGHT DISTANCE EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED FOUND 1/2" IRON ROD SCALE FACTOR OF 1.00017. FOUND PK NAIL 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. EX. FEMA 100 YR FLOODPLAIN 48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: 01 S88 37,3 / O• g•2 S88 54 2E 11915' S88° 54' 12 "E 119.14' d' STATE OF TEXAS n SF 7 b^ 0 7 7 n 10' EGTTV zo 5.11' 5.08' W M 2000, 273 <v ° N N COUNTY OF BEXAR Z 29 zs•�zJ 2 0 ^ 17 - 1 W THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE J h h /o N68° o� ^ ° _ I S88° 56' 31 "E 120.00' W M 10' EGTTV N88° 56' 31 "W 124.63' - - -- - PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, = 0, S7 h ° l 2g 2j ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC ♦ �, h 5i3- X2000• l >2pOO' 1` to o° cn PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN V U a 3 o °W EXPRESSED. 2 °o m a M Lu a 28 ° Y U U / N7 ° BL�CK3 h' h 30 LOCK3 21' � 21' - 120.00 - - N THIS THE DAY OF , 20 h --.� 0 N BLOCK2 ^ W 7 32 W� ° 18 ---- .- _._ --- so, LIJ 583° 08'3>'E 120.00' 'N U o° 120 0 = BLOCK 3 m o a LO OWNER: SCHERTZ 1518, LTD. h 2 ' 4 ? M N ° 15 °o M M MI`c; BLOCK4 Z C/O CHRISTOPHER K. PRICE �y ° ° o h ^ ° ° W W J 314 E. COMMERCE ST., SUITE 600 _ 27 �w ` "� W 10' EGTTV ^ m I 120.00' O) n n N N -- SAN ANTONIO, TX. 78205 PHONE: 210-226-6843 -o S89- 26'59"E 120.00' 0 rn 12000' o � o ° o O Q v�5 o F cc d Io n G STATE OF TEXAS N 26 ° ° ° _ h a D 14 ° S88 °56'31 "E 120.00' O COUNTY OF BEXAR M �o I N85° 09' 54 "W 121.19' N880 56'31 "W 10.00' 60.00' -- 50.00' �N84° 45'26 "E 120.03'__ 66.12' 61.07' 64.56' J � 60. >2' 53.96' ` N88° 56' 31 "W 130.40' 3 0 0 584° 45' 26 "W 130.00' 10.00' 60.00' o z 60.40' 60.00' 10.00' U D o' 5 0 BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY 60.00' o 0 o M > - o ° APPEARED , KNOWN TO ME 60.00'(,_, °o oo N N F o ° TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING o o ^ cS ^ 3 a h i, _ S88° 56' 31 "E 120.00' _ INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME l ° o°S,..w W 3 o h FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN °' ^ v �y `)' ° LL 'v 7 8 M 9 ° 10 3 11 13 -� NI THE CAPACITY THEREIN STATED. ^ 0 25 -w. °}"� $ -v <�" 6 m °v o 12 `°j°I m L 16 lll 24 pl (") -' C ^ �'" M o° °O ! .O 7 N O �) 6 h ' GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE �� '` n , BkbCK 3 ° o ° ^ w o ° -6.01' ' 24.39 DAY OF '20 `0 5.10'= ---r- 46.x2'- 58.85 �' % 59.82' -" ° 13.546.43r�5 00` OLA OAT N84° 45' P6 "E 67 68 - - -' we PASS - -- C23 )� �xl 0 137. 6' ° E O�6�9 -� _ _49' S83 , 6.01' NOTARY PUBLIC BEXAR COUNTY, TEXAS �e C28 97,14' N84° 45 26 "E 101 43 - -H0�5o R.o.w.) Cob_poP ooy` N83° 76 l ,3 1 C;57.2b �-_�'� h _ F 21'35" - - - - SV' 45' 26V 249.11' W 110.72, h ry C16 C46 - - - - - - - N83° 21' 35 W 72_ , - 110. STATE OF TEXAS - - -- -- - -- _ C17_ -,- _ N (., 10' EGTTV -- ,. co o n_ M o PROPOSED 16' WASTEWATER COUNTY OF BEXAR 25 O EASEMENT TO BE DEDICATED BY BLOCKI SEPARATE INSTRUMENT I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE VOL PAGE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING / REF. DETAIL "B" SEE SHEET 5 OF 6 CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. S88° 44' 20 "W 945.62' JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONE/WHEELER, INC. 145.427AC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 (VOL. 11564, PG. 1814) PHONE: (512) 899 -0601 FAX: (512) 899 -0655 OWNER: SCHERTZ 1518, LTD. A TEXAS LIMITED PARTNERSHIP STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 C.P.S. NOTES 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 901, BLOCK 2 LOT 902, BLOCK 2 LANDSCAPE LOTS / LOT 903, BLOCK 2 ELECTRIC, GAS, LOT 904, BLOCK 2 TELEPHONE & CABLE TV LOT 901, BLOCK 3 EASEMENT LOT 902, BLOCK 3 LOT 901 BLOCK 4 LOT 24 BLOCK 1 LANDSCAPE LOTS /PUBLIC LOT 25, BLOCK 1 ACCESS/ LOT 33, BLOCK 2 DRAINAGE EASEMENT LOT 24, BLOCK 4 LOT 18, BLOCK 3 LANDSCAPE LOT / PUBLIC ACCESS 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 78 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 1 DSFR(2) 60' 33 DSFR(3) 70' 44 TOTAL LOTS = 78 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 8.62 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK 3, LOT 24 BLOCK 4 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. EASEMENT LIMITS SHOWN FOR REFERENCE PURPOSES ONLY, SUBJECT TO THAT CERTAIN CONSTRUCTION AND DRAINAGE EASEMENT AND ACCESS EASEMENT DATED SEPTEMBER 4, 2015 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. 20150172229 AS AMENDED BY THAT FIRST AMENDMENT TO ACCESS EASEMENT DATED 2017 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. _ FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT3- PHASEA A 30.33 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR: THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 3 - PHASE A SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS _ DAY OF BY: CHAIRPERSON BY: SECRETARY A.D. 20_ I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20 COUNTY CLERK, BEXAR COUNTY, TEXAS BY: .DEPUTY SHEET 3 OF 6 LOT DESIGN GUIDELINES NOT TO SCALE ENGINEER [MALONE *WHEELER) s Ce INC. I- 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899-0601 FAX: (512) 899-0655 FIRM REGISTRATION NO. F -786 c+1 1n1 lrvl,%n. 17W SURVEYING I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER LOTSUMMARY STATE OF TEXAS ( (� ''ylyF COUNTY OF BEXAR W (44) 70' LOTS, (33) 60' LOTS, (1) 50' LOTS W PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, _ _ _;• E 671' T,r ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC (6) LANDSCAPE LOTS PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. W W UJI THIS THE DAY OF , 20 U 70' LLJ z OWNER: SCHERTZ 1518, LTD. z C/O CHRISTOPHER K. PRICE J J 80'x 40' ° 80 x 50' ° 80' x 60' 0 PAD PAD PAD ----- -- - -- - - --.t ----- --- - - - -- - - --.t. ROW---- - -- 50' LOT DIAGRAM -- 60' LOT DIAGRAM - _ 70' LOT DIAGRAM ---- Uil uil W LOT DESIGN GUIDELINES NOT TO SCALE ENGINEER [MALONE *WHEELER) s Ce INC. I- 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899-0601 FAX: (512) 899-0655 FIRM REGISTRATION NO. F -786 c+1 1n1 lrvl,%n. 17W SURVEYING I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS ( (� ''ylyF COUNTY OF BEXAR W W ' THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE W W PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, _ _ _;• E 671' T,r ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. W W UJI THIS THE DAY OF , 20 U LLJ z OWNER: SCHERTZ 1518, LTD. z C/O CHRISTOPHER K. PRICE J J 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 L) PHONE: 210 - 226 -6843 L STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED 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 THE DAY OF _20 NOTARY PUBLIC BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONEANHEELER,INC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 LEGEND NOTES: B.C.D.P.R. BEXAR COUNTY DEED AND PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. R.P.R.B.C. REAL PROPERTY RECORDS BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH ESM'T EASEMENT AMERICAN DATUM (NAD) OF 1983. N.V.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT P.U.E. PUBLIC UTILITY EASEMENT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR EGTTV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE ELEC ELECTRIC CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, TEL TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL CA.TV. CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S — — PROPERTY LINE ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS - - - ADJACENT PROPERTY LINE PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID CENTER LINE OF R.O.W. DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN EASEMENT SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY TxDOT DISC (POINT OF BEGINNING) OWNERS. .......... -------- SIGHT DISTANCE EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED 0 100 200 OFIR FOUND 1/2" IRON ROD SCALE FACTOR OF 1.00017. SCALE: 1"=100' OFPK FOUND PK NAIL 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. -------------------------- - - - - -- EX. FEMA 100 YR FLOODPLAIN 48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN. ADDITIONAL NOTES: 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: L 0 7 1 r r ) jt M t) 0 E-13,TTV LJ L. \T ( 3 -t 7) ^,i t;., o 22 { kMi 1 , . "' � PROPOSED 16' WATER EASEMENT rl TO BE DEDICATED BY SEPARATE \ _ INSTRUMENT ? VOL PAGE DETAIL A SEE ET 5 OF 6 R h 1. O_,,,..' n ti + \ r1 r n" i YEW 01A 1 1 1 S, pry -, -7 t ,1 i` �, ram, A' m�.pr _ ,... 1"',. ,.,,t°, .., „"i: .. a' „n �,.ra 8 „I '"'a: ,nt t.,, \lt,..r�I , =3 ” r /r I s...,nt �.` \ w \ / \� FIR re. {,j ,.. F ?I. I PROPOSED 16'WASTEWATER r 1 f I EASEMENT TO BE DEDICATED BY E 4 I SEPARATE INSTRUMENT le VOL PAGE REF. DETAIL 'A” SEE SHEET 5 OF 6 i - -. \ — r t � 1 { 4 \ 119 C.P.S. NOTES 1 1 PROPOSED VARIABLE WIDTH WATER AND WASTEWATER l � A EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT VOL PAGE \ \, REF. SEE SHEET 5 OF 6 S 11 �g�� 1 _ 26�616, SRN \NG NE��NPN �6 �N�R. s Q THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 - PHASE A SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. DATED THIS DAY OF BY: CHAIRPERSON BY: SECRETARY A.D. 20. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 901, BLOCK 2 LOT 902, BLOCK 2 LANDSCAPE LOTS / LOT 903, BLOCK 2 ELECTRIC, GAS, LOT 904, BLOCK 2 TELEPHONE & CABLE TV LOT 901, BLOCK 3 EASEMENT LOT 902, BLOCK 3 LOT 901, BLOCK 4 LOT 24, BLOCK 1 LANDSCAPE LOTS /PUBLIC LOT 25, BLOCK 1 ACCESS/ LOT 33, BLOCK 2 DRAINAGE EASEMENT LOT 24, BLOCK 4 LOT 18, BLOCK 3 LANDSCAPE LOT / PUBLIC ACCESS 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 78 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 1 DSFR(2) 60' 33 DSFR(3) 70' 44 TOTAL LOTS - 78 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 8.62 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK 3, LOT 24 BLOCK 4 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. EASEMENT LIMITS SHOWN FOR REFERENCE PURPOSES ONLY, SUBJECT TO THAT CERTAIN CONSTRUCTION AND DRAINAGE EASEMENT AND ACCESS EASEMENT DATED SEPTEMBER 4, 2015 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. 20150172229 AS AMENDED BY THAT FIRST AMENDMENT TO ACCESS EASEMENT DATED 2017 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. _ FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1 UNIT 3- PHASE A A 30.33 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: .DEPUTY SHEET 4 OF 6 L 0 7 1 r r ) jt M t) 0 E-13,TTV LJ L. \T ( 3 -t 7) ^,i t;., o 22 { kMi 1 , . "' � PROPOSED 16' WATER EASEMENT rl TO BE DEDICATED BY SEPARATE \ _ INSTRUMENT ? VOL PAGE DETAIL A SEE ET 5 OF 6 R h 1. O_,,,..' n ti + \ r1 r n" i YEW 01A 1 1 1 S, pry -, -7 t ,1 i` �, ram, A' m�.pr _ ,... 1"',. ,.,,t°, .., „"i: .. a' „n �,.ra 8 „I '"'a: ,nt t.,, \lt,..r�I , =3 ” r /r I s...,nt �.` \ w \ / \� FIR re. {,j ,.. F ?I. I PROPOSED 16'WASTEWATER r 1 f I EASEMENT TO BE DEDICATED BY E 4 I SEPARATE INSTRUMENT le VOL PAGE REF. DETAIL 'A” SEE SHEET 5 OF 6 i - -. \ — r t � 1 { 4 \ 119 C.P.S. NOTES 1 1 PROPOSED VARIABLE WIDTH WATER AND WASTEWATER l � A EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT VOL PAGE \ \, REF. SEE SHEET 5 OF 6 S 11 �g�� 1 _ 26�616, SRN \NG NE��NPN �6 �N�R. s Q THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 - PHASE A SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. DATED THIS DAY OF BY: CHAIRPERSON BY: SECRETARY A.D. 20. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 901, BLOCK 2 LOT 902, BLOCK 2 LANDSCAPE LOTS / LOT 903, BLOCK 2 ELECTRIC, GAS, LOT 904, BLOCK 2 TELEPHONE & CABLE TV LOT 901, BLOCK 3 EASEMENT LOT 902, BLOCK 3 LOT 901, BLOCK 4 LOT 24, BLOCK 1 LANDSCAPE LOTS /PUBLIC LOT 25, BLOCK 1 ACCESS/ LOT 33, BLOCK 2 DRAINAGE EASEMENT LOT 24, BLOCK 4 LOT 18, BLOCK 3 LANDSCAPE LOT / PUBLIC ACCESS 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 78 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 1 DSFR(2) 60' 33 DSFR(3) 70' 44 TOTAL LOTS - 78 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 8.62 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK 3, LOT 24 BLOCK 4 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. EASEMENT LIMITS SHOWN FOR REFERENCE PURPOSES ONLY, SUBJECT TO THAT CERTAIN CONSTRUCTION AND DRAINAGE EASEMENT AND ACCESS EASEMENT DATED SEPTEMBER 4, 2015 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. 20150172229 AS AMENDED BY THAT FIRST AMENDMENT TO ACCESS EASEMENT DATED 2017 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. _ FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1 UNIT 3- PHASE A A 30.33 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: .DEPUTY SHEET 4 OF 6 C.P.S. NOTES 1 1 PROPOSED VARIABLE WIDTH WATER AND WASTEWATER l � A EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT VOL PAGE \ \, REF. SEE SHEET 5 OF 6 S 11 �g�� 1 _ 26�616, SRN \NG NE��NPN �6 �N�R. s Q THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 - PHASE A SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. DATED THIS DAY OF BY: CHAIRPERSON BY: SECRETARY A.D. 20. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 901, BLOCK 2 LOT 902, BLOCK 2 LANDSCAPE LOTS / LOT 903, BLOCK 2 ELECTRIC, GAS, LOT 904, BLOCK 2 TELEPHONE & CABLE TV LOT 901, BLOCK 3 EASEMENT LOT 902, BLOCK 3 LOT 901, BLOCK 4 LOT 24, BLOCK 1 LANDSCAPE LOTS /PUBLIC LOT 25, BLOCK 1 ACCESS/ LOT 33, BLOCK 2 DRAINAGE EASEMENT LOT 24, BLOCK 4 LOT 18, BLOCK 3 LANDSCAPE LOT / PUBLIC ACCESS 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 78 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 1 DSFR(2) 60' 33 DSFR(3) 70' 44 TOTAL LOTS - 78 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 8.62 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK 3, LOT 24 BLOCK 4 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. EASEMENT LIMITS SHOWN FOR REFERENCE PURPOSES ONLY, SUBJECT TO THAT CERTAIN CONSTRUCTION AND DRAINAGE EASEMENT AND ACCESS EASEMENT DATED SEPTEMBER 4, 2015 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. 20150172229 AS AMENDED BY THAT FIRST AMENDMENT TO ACCESS EASEMENT DATED 2017 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. _ FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1 UNIT 3- PHASE A A 30.33 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: .DEPUTY SHEET 4 OF 6 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 78 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 1 DSFR(2) 60' 33 DSFR(3) 70' 44 TOTAL LOTS - 78 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 8.62 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK 3, LOT 24 BLOCK 4 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. EASEMENT LIMITS SHOWN FOR REFERENCE PURPOSES ONLY, SUBJECT TO THAT CERTAIN CONSTRUCTION AND DRAINAGE EASEMENT AND ACCESS EASEMENT DATED SEPTEMBER 4, 2015 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. 20150172229 AS AMENDED BY THAT FIRST AMENDMENT TO ACCESS EASEMENT DATED 2017 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. _ FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1 UNIT 3- PHASE A A 30.33 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: .DEPUTY SHEET 4 OF 6 ENGINEER: EM ALONE *WHEELER s Ce INC. I- 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899-0601 FAX: (512) 899-0655 FIRM REGISTRATION NO. F -786 17W SURVEYING 342 P moos Pkwy S,fe 101- Antonia, TX 78231 Ph... N.( 10)9790444 Fex #- (210)9798441 TBPLS F #: 10122300 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS COUNTY OF BEXAR THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF , 20 OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED 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 THE DAY OF 20 LOT DESIGN GUIDELINES NOT TO SCALE VARIABLE WIDTH EASEMENT CURVE TABLE LOTSUMMARY LENGTH RADIUS DELTA CHORD BRG CHORD DIST (44) 70' LOTS, (33) 60' LOTS, (1) 50' LOTS 60.00' 20 °3729" S11 °2957W 21.48' (6) LANDSCAPE LOTS 18.27' 60.00' 17 °2653" S13 °53'13 "E 18.20' L44 316.50' S30 °21'25 "E i 70' ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH 50' 60' ESM'T EASEMENT ACCESS 80'x 40' ° 80 x 50' ° 80'x 60' 0 PAD PAD EGTTV PAD OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE ELEC ----- -- --- - - --.t --------- - - ---- - - - - --L ROW---- - - -- W LOT DIAGRAM 60' LOT DIAGRAM PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL - 70' LOT DIAGRAM CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S - - PROPERTY LINE - - - PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO w WI W) LOT DESIGN GUIDELINES NOT TO SCALE VARIABLE WIDTH EASEMENT CURVE TABLE Curve # LENGTH RADIUS DELTA CHORD BRG CHORD DIST C52 21.60' 60.00' 20 °3729" S11 °2957W 21.48' C55 18.27' 60.00' 17 °2653" S13 °53'13 "E 18.20' � WASTEWATER EASEMENT CURVE TABLE Curve # LENGTH RADIUS DELTA CHORD BRG CHORD DIST - --- - ----. --- - - - -- - - -- - - - -- ! --.....----- -- C52 21.60' 60.00' 20 °3729" S11 °29 57 "W C 21.48' WATER EASEMENT CURVE TABLE Curve # LENGTH RADIUS DELTA CHORD BRG CHORD DIST C55 18.27' 60.00' 17 °2653" S13 °53'13 "E 18.20' AGJ � sr / S / / 6 VARIABLE WIDTH EASEMENT LINE TABLE LINE # i LENGTH DIRECTION L35 32.99' N75 °25'05 "W j L36 L37 7.40' 25.00' S59 °3834 "W N59 °41'26 "E L38 L39 28.39' 9.02' N59 °3834 "E S59 °38'34 "W L40 I 8.28' S75 °25'05 "E WATER EASEMENT i LINE TABLE 1 LINE # LENGTH DIRECTION 1 L28 6.49' N75 °25'05 "W L29 16.00' N30 °36'08 "W L30 13.03' N59 °2352 "E L31 16.00' N59 °3835 "E L32 4.47' S75 °25'05 "E L43 316.57' N30 °21'25 "W L44 316.50' S30 °21'25 "E i RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH LOT 24, BLOCK 4 Via. C R O 1" S 't ,1Z 11,1 . +s_ /�/ E 1 tffivl r "s '"_ NOTARY PUBLIC BEXAR COUNTY, TEXAS PROPOSED 16'W4 TER EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT VOL PAGE STATE OF TEXAS REF. DETAIL A" THIS SHEET COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONEANHEELER,INC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 PROPOSED 16' WASTEWATER EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT STATE OF TEXAS VOL PAGE REF. DETAIL 'A" THIS SHEET COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 DETAIL "B" NOT TO SCALE WASTEWATER EASEMENT LINE TABLE LINE # LENGTH DIRE LEGEND 16.01' N61 °13'58 "E L34 NOTES: B.C.D.P.R. BEXAR COUNTY DEED AND 342.04' S30 °21'26"E i PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW N30 °21'26 "W EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. R.P.R.B.C. REAL PROPERTY RECORDS OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH LOT 24, BLOCK 1 BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH LOT 24, BLOCK 4 AMERICAN DATUM (NAD) OF 1983. ESM'T EASEMENT ACCESS N.V.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT P.U.E. PUBLIC UTILITY EASEMENT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR EGTTV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE ELEC ELECTRIC CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, TEL TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL CA.TV. CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S - - PROPERTY LINE ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS - ADJACENT PROPERTY LINE PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID CENTER LINE OF R.O.W. DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN EASEMENT SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY TxDOT DISC (POINT OF BEGINNING) OWNERS. w ihz .......... -------- SIGHT DISTANCE EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED 0 100 200 OFIR FOUND 1/2" IRON ROD SCALE FACTOR OF 1.00017. SCALE: 1"=100' OFPK FOUND PK NAIL 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. -------------------------- - - - - -- EX. FEMA 100 YR FLOODPLAIN 48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN. WASTEWATER EASEMENT LINE TABLE LINE # LENGTH DIRE L33 16.01' N61 °13'58 "E L34 16.03' N07 °07'47 "W L41 342.04' S30 °21'26"E i L42 342.42' N30 °21'26 "W EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION IB ILITY OF THE OWNER OR PRIVATE SHALL BE THE RESPONSIBILITY 'a L33 _...... -, , OCK BLOCK5 ADDITIONAL NOTES: COMMON AREA LOT NUMBERS 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. ELECTRIC, GAS, LOT 904, BLOCK 2 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION IB ILITY OF THE OWNER OR PRIVATE SHALL BE THE RESPONSIBILITY ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH LOT 24, BLOCK 1 SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. LOT 25, BLOCK 1 COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: OTi` DETAIL "A" NOT TO SCALE PROPOSED VARIABLE WIDTH WATER AND WASTEWATER EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT VOL PAGE REF. DETAIL 'A" THIS SHEET C.P.S. NOTES 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. ' MI iM a 0 0 �_.- ...._..... .. -------- -- RI Z L37 THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 - PHASE A SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF BY: CHAIRPERSON BY: SECRETARY A.D. 20. .' m w5� L) -a. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 901, BLOCK 2 LOT 902, BLOCK 2 LANDSCAPE LOTS / LOT 903, BLOCK 2 ELECTRIC, GAS, LOT 904, BLOCK 2 TELEPHONE & CABLE TV LOT 901, BLOCK 3 EASEMENT LOT 902, BLOCK 3 LOT 901, BLOCK 4 LOT 24, BLOCK 1 LANDSCAPE LOTS /PUBLIC LOT 25, BLOCK 1 ACCESS/ LOT 33, BLOCK 2 DRAINAGE EASEMENT LOT 24, BLOCK 4 LOT 18, BLOCK 3 LANDSCAPE LOT / PUBLIC ACCESS 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 78 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 1 DSFR(2) 60' 33 DSFR(3) 70' 44 TOTAL LOTS -= 78 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 8.62 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK 3, LOT 24 BLOCK 4 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. EASEMENT LIMITS SHOWN FOR REFERENCE PURPOSES ONLY, SUBJECT TO THAT CERTAIN CONSTRUCTION AND DRAINAGE EASEMENT AND ACCESS EASEMENT DATED SEPTEMBER 4, 2015 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. 20150172229 AS AMENDED BY THAT FIRST AMENDMENT TO ACCESS EASEMENT DATED 2017 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. _ FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1 UNIT 3- PHASE A A 30.33 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: .DEPUTY SHEET 5 OF 6 EMALONEFtWHEELER s .I- 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 c► lavj=Vnp. 17W SURVEYING 3421 Peeem Pkwy Sule 101 Sen Antonia. TX 78231 Phone N_(210)9798444 Fex #- )210)9798441 TBPLSfh #.10122300 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS COUNTY OF BEXAR THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF , 20 OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED 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 THE DAY OF _20 NOTARY PUBLIC STATE OF TEXAS COUNTY OF BEXAR BEXAR COUNTY, TEXAS I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONE/WHEELER, INC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 j COMMON AREA LOT LINE TABLE j LINE TABLE LINE LEGEND LENGTH DIRECTION LINE # LENGTH i DIRECTION CHORD BRG S33 °55'09 "W S56'04',151 "E L1 L2 44.28' 88.56' N66 °2943 "W N54 °52'12 "W NOTES: 25.00' 28.39' N59 °41'26 "E N59 °38'34 "E C3 L3 L4 88.56' 81.60' B.C.D.P.R. BEXAR COUNTY DEED AND 9.02' S59 °3834 "W L40 8.28' S75 °25'05 "E 20 °44'07" S86 °1622 "W L5 50.00' PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW 342.04' 342.42' S30 °21'26 "E N30 °21'26 "W L6 32.61' S10 °55'05 "E 250.00' L7 L8 L9 SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. S47 °12'00 "W S42 °31'32 "E S47 °19'54 "W L43 L44 316.57' 316.50' N30 °21'25 "W S30 °21'25 "E L10 R.P.R.B.C. REAL PROPERTY RECORDS L11 .._.._.._.._.__._ .............. L12 L13 11.44' ------- -- - - -- 16.96' 40.36' LOT SUMMARY L14 50.00' S58 °48'01 "E L15 L16 BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM L17 (44) 70'LOTS, (33) 60'LOTS, (1) 50'LOTS S00 108111 "W L18 34.13' R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH S03 °39'18 "E (6) LANDSCAPE LOTS 11.09' NO3 °39'18 "W i L22 25.23' S03 °39'18 "E AMERICAN DATUM (HAD) OF 1983. 22.55' 11.67' N29 °59'31 "W N29 °59'31 "W L25 19.21' S31 °11'59 "W ESM'T EASEMENT N38 °42'19 "W 50' 60' S10 °55'05 "E L28 6.49' - - -- - - -- N.V.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT N30 °36'08 "W L30 L31 13.03' 16.00' N59 °2352 "E N59 °3835 "E L32 4.47' P.U.E. PUBLIC UTILITY EASEMENT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE - - -- L34 16.03' N07 °07'47 "W L35 32.99' N75 °25'05 "W L36 7.40' S59 °3834 "W DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR C15 390.89' 305.00' 73 °2547" C16 202.21' 975.00' 11'5259" EGTTV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE - - -- C18 C19 - - -- 15.00' 225.00' 93 °2829" 4 °4247" - - -- -- 22.62' 275.00' ELEC ELECTRIC CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, 15.00' 93 °2829" C22 80.36' 675.00' 6 °49'15" C23 212.58' TEL TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF 23.56' 302.12' 15.00' 475.00' 90 °00'00" 36 °2633" C26 333.92' 525.00' 36 °2633" C27 23.56' 15.00' PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL C28 326.81' 255.00' 73 °2547" C29 - - -- C30 - -- C31 34.21' -___ --- - - - - -- 280.07' --- - - ---- ------- 33.72' o 130 °40'17" - - -- 267 °2648" ---- -- -- 128 °48'51" CA.TV. CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S 80'x 40' ° 80' x 50' ° 86 °10'39" 80'x 60' 278.74' 60.00' - - PROPERTY LINE ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS PAD 90 °00'00" 90 °08'15" --- - - - - -- ----- 18 °2334" PAD 5.18' 15.00' PAD C39 80.25' -- -- -- -- - ADJACENT PROPERTY LINE PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO 235.98' 150.00' 90 °08'15" C41 C42 39.27' ---------------- 13.89' 50.00' ---- 100.00' 45 °00'00" ------- ---------- 7 °57'40" C43 358.85' 280.00' MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID - CENTER LINE OF R.O.W. DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN EASEMENT SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY TxDOT DISC (POINT OF BEGINNING) OWNERS. ROW -- 50' LOT DIAGRAM > o ti - - 60' LOT DIAGRAM - > o ti - 70' LOT DIAGRAM - o ti - SIGHT DISTANCE EASEMENT FOUND 1/2" IRON ROD 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00017. W W 100 200 OO FIR CO � OFPK FOUND PK NAIL 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. LOT DESIGN GUIDELINES SCALE: 1"=100' -------------------------------- EX. FEMA 100 YR FLOODPLAIN 48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS NOT TO SCALE PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN. j COMMON AREA LOT LINE TABLE j LINE TABLE LINE # LENGTH DIRECTION LINE # LENGTH i DIRECTION CHORD BRG S33 °55'09 "W S56'04',151 "E L1 L2 44.28' 88.56' N66 °2943 "W N54 °52'12 "W L37 L38 25.00' 28.39' N59 °41'26 "E N59 °38'34 "E C3 L3 L4 88.56' 81.60' N43 °1441 "W N31 °37'11 "W L39 9.02' S59 °3834 "W L40 8.28' S75 °25'05 "E 20 °44'07" S86 °1622 "W L5 50.00' S10 °4322 "E L41 L42 342.04' 342.42' S30 °21'26 "E N30 °21'26 "W L6 32.61' S10 °55'05 "E 250.00' L7 L8 L9 40.94' 17.08' 11.55' S47 °12'00 "W S42 °31'32 "E S47 °19'54 "W L43 L44 316.57' 316.50' N30 °21'25 "W S30 °21'25 "E L10 44.00' S42 °40'06 "E L11 .._.._.._.._.__._ .............. L12 L13 11.44' ------- -- - - -- 16.96' 40.36' N47 °19'54 "E --------._._.........---- S42 °31'32 "E N47 °12'00 "E L14 50.00' S58 °48'01 "E L15 L16 50.00' 12.27' S88-56'31 "E N75 °54'18 "E L17 10.32' S00 108111 "W L18 34.13' S75 °54'18 "W L20 11.09' S03 °39'18 "E L21 11.09' NO3 °39'18 "W i L22 25.23' S03 °39'18 "E L23 i L24 22.55' 11.67' N29 °59'31 "W N29 °59'31 "W L25 19.21' S31 °11'59 "W L26 46.38' N38 °42'19 "W L27 46.76' S10 °55'05 "E L28 6.49' N75 °25'05 "W C L29 i 16.00' N30 °36'08 "W L30 L31 13.03' 16.00' N59 °2352 "E N59 °3835 "E L32 4.47' S75 °25'05 "E L33 16.01' N61 °13'58 "E L34 16.03' N07 °07'47 "W L35 32.99' N75 °25'05 "W L36 7.40' S59 °3834 "W ADDITIONAL NOTES: 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. C.P.S. NOTES 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT CURVE TABLE ALLOWABLE USE LOT 901, BLOCK 2 CURVE TABLE LOT 902, BLOCK 2 Curve # C1 C2 LENGTH 23.48' 23.65' RADIUS 15.00' 15.00' DELTA 89 °40'28" 90 °19'32" CHORD BRG S33 °55'09 "W S56'04',151 "E CHORD DIST 21.15' j-- 21.27' Curve # C44 - C45 LENGTH 318.02' - - - -- - 207.40' RADIUS 500.00' - 1000.00' DELTA CHORD BRG 36 °2633" N12 °5843 "E - - -_ - - - - -- - - -- 11 °5259" N89 °18'04 "W CHORD DIST 312.69' -- - - - - -- ----- - - - - -- 207.03' C3 331.82' 680.00' 27 °5732" S24'53'51 "E j 328.54' C46 253.33' 700.00' 20 °44'07" S86 °1622 "W 251.95' C4 108.25' 590.00' 10 °30'44" S49 °45'11 "E 108.10' i C47 20.56' 250.00' 4 °42'47" N01 °17'55 "W 20.56' C5 22.57' 15.00' 86 °12'33" S11 °54'17 "E 20.50' C48 124.17' 600.00' 11-5126" S50 °25'32 "E 123.95' C6 C7 - C8 22.57' 270.95' --- - - - - -- 23.58' 15.00' 590.00' _______ __ 15.00' 86 °12'33" 26 °18'44" - - - - -- - - -- 90 °03'52" N74 °18'15 "E S75 °44'50 "E S43 °52'167E 2 50 0 268.57' 21.23 C49 C50 C51 4.28' 4.28' 120.84' 15.00' --------. 15.00' 600.00' 16 °21'05" N23 °01'27 "E ----. --------..........__._. -._.- 16 °21'05" N39 °2232 "E - - - - - -- - - - - - -- - - -- 11-32'20" N67 °00'57 "W 4.27' -------- ------- 4.27' --- - - - - -- -------- 120.63' C9 23.55' 15.00' 89 °56'08" N46 °07'44 "E 21.20' C52 21.60' 60.00' 20 °3729" S11 °29'57 "W 21.48' C10 82.06' 675.00' 6 °5755" N79 °23'16 "E 82.01' C53 23.44' 285.00' 4 °4247" S01 °17'55 "E 23.44' C11 5.01' 15.00' 19 °08'44" N69 °11'01 "E 4.99 C54 275.73' 690.00' 22 °5345" S22 °21'57 "E 273.90' C12 -- C13 88.28' - -- 275.31' 275.00' - 175.00' 18 °2334" - - - - -- - - - -- 90 °08'15" N69 °3336 "E _ N15 °17'42 "E N25 °4736 "W N58 °31'40 "W N89 ° 18'04 "W S89 °45'19 "W S50 °2333 "E rsoI'17'55"E S01 °17'55 "E N43 °04'56 "E j S86 °46'12 "E S89 °18'04 "E S50 °14'34"E S12 °5843 "W N12 °5843 "E N39 °4526 "E S58 °31'40 "E S43 °31'22 "W S24 °51'53 "E - .............- ---.- .- ._._._ - -------- N85 °49'08 "E l S15 °13'34 "W N76 °41'07 "W S13 °1852 "W S74 °4626 "E S15 °17'42 "W ---- ---- -----......... -------- S69 °3336 "W 1 S88'39'1 7W 1 N69 °3336 "E N15 °1742 "E N82 °4334 "E --..........----------- --- -------------------------- N25 °4736 "W N58 °31'40 "W 1 I 87.90' - - - -- --- - - - - -1 247.78' 10.41' 364.68' 201.85' i 173.82' 21.85' 18.50' 22.61' 21.85' 80.31' 212.20' 21.21' 297.05' 328.32' 21.21' 304.90' 27.26' - ---- - - - - -1 86.72' -------------------- 27.06' 21.21' 20.49' I 87.64' 21.21' 176.99' i ------------------ 71.92' 5.16' i 79.91' i 212.39' 38.27' 13.88' 334.79' C55 18.27' - - - - - ---------- - 60.00' 17 °2653" S13 °53'13 "E 18.20' C14 10.42' 75.00' 7 °57'40" C15 390.89' 305.00' 73 °2547" C16 202.21' 975.00' 11'5259" C17 174.24' 725.00' 13 °46'12" C18 C19 24.47' 18.51' 15.00' 225.00' 93 °2829" 4 °4247" C20 22.62' 275.00' 4 °4247" C21 24.47' 15.00' 93 °2829" C22 80.36' 675.00' 6 °49'15" C23 212.58' 1025.00' 11'5259" C24 C25 23.56' 302.12' 15.00' 475.00' 90 °00'00" 36 °2633" C26 333.92' 525.00' 36 °2633" C27 23.56' 15.00' 90 °00'00" C28 326.81' 255.00' 73 °2547" C29 - - -- C30 - -- C31 34.21' -___ --- - - - - -- 280.07' --- - - ---- ------- 33.72' 15.00' - -- 60.00' --- --- - -- 15.00' 130 °40'17" - - -- 267 °2648" ---- -- -- 128 °48'51" C32 23.56' 15.00' 90 °00'00" C33 22.56' 15.00' 86 °10'39" C34 278.74' 60.00' 266 °10'41" C35 C36 - - - - - -- C37 23.56' 196.65' ----- ---- ------ 72.23' 15.00' 125.00' ----- --- - - -- 225.00' 90 °00'00" 90 °08'15" --- - - - - -- ----- 18 °2334" C38 5.18' 15.00' 19 °4748" C39 80.25' 250.00' 18 °2334" C40 235.98' 150.00' 90 °08'15" C41 C42 39.27' ---------------- 13.89' 50.00' ---- 100.00' 45 °00'00" ------- ---------- 7 °57'40" C43 358.85' 280.00' 73 °2547" THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 901, BLOCK 2 LOT 902, BLOCK 2 LANDSCAPE LOTS / LOT 903, BLOCK 2 ELECTRIC, GAS, LOT 904, BLOCK 2 TELEPHONE & CABLE TV LOT 901, BLOCK 3 EASEMENT LOT 902, BLOCK 3 LOT 901, BLOCK 4 LOT 24, BLOCK 1 LANDSCAPE LOTS /PUBLIC LOT 25, BLOCK 1 ACCESS/ LOT 33, BLOCK 2 DRAINAGE EASEMENT LOT 24, BLOCK 4 LOT 18, BLOCK 3 LANDSCAPE LOT/ PUBLIC ACCESS 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 78 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 1 DSFR(2) 60' 33 DSFR(3) 70' 44 TOTAL LOTS -= 78 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 8.62 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK 3, LOT 24 BLOCK 4 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. EASEMENT LIMITS SHOWN FOR REFERENCE PURPOSES ONLY, SUBJECT TO THAT CERTAIN CONSTRUCTION AND DRAINAGE EASEMENT AND ACCESS EASEMENT DATED SEPTEMBER 4, 2015 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. 20150172229 AS AMENDED BY THAT FIRST AMENDMENT TO ACCESS EASEMENT DATED 2017 AND RECORDED IN THE RECORDER'S OFFICE OF BEXAR COUNTY, TEXAS AS DOCUMENT NO. _ FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1 UNIT 3- PHASE A A 30.33 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 3 - PHASE A SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS _ DAY OF A.D. 20_ BY: CHAIRPERSON BY: SECRETARY STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: . DEPUTY SHEET 6 OF 6 • TO: Planning and Zoning Commission PREPARED BY: Nick Koplyay, Planner CASE: PC2019 -002 SUBJECT: PC2019 -002 Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 3, Phase B, an approximately 15 acre tract of land generally located south of the intersection of FM 1518 and Hollering Vine, City of Schertz, Bexar County, Texas. GENERAL INFORMATION: Owner / Applicant: Schertz 1518, Ltd., Chris Price Project Engineer / Authorized Agent: Malone /Wheeler, Inc., Jesse B. Malone Date: Application Submittal Type: January 15, 2019 . Original Application March 1, 2019 Revised Submittal March 15, 2019 Revised Submittal ITEM SUMMARY: A final plat for The Crossvine Module 1, Unit 3 was previously approved by the Planning and Zoning Commission on July 25, 2017. Following the approval of the final plat, the Project and Applicant decided they wanted to break up Unit 3 into two phases in order to start construction quicker. This is the final plat for Phase B, and the final plat for Phase A is also on the March 27, 2019 Planning and Zoning Commission Agenda. The applicant is proposing to final plat approximately 30 acres of land establishing 40 single family residential lots. The lots are categorized into three (3) different lot sizes per The Crossvine Subdivision PDD: nine (9) lot are classified as DSFR (1), twenty -one (21) lots are classified as DSFR (2), and ten (10) lots are classified as DSFR (3). The plat was reviewed in accordance with The Crossvine PDD (Ordinance 12 -S -16 and amendment 14- S -08). This property is part of a Planned Development District, as such it must comply with the design requirements of the PDD and any area that is not directly addressed in this document must comply with the design criteria of the Schertz Unified Development Code (UDC). GENERAL LOCATION AND SITE DESCRIPTION: The subject property is undeveloped and is generally located south of the intersection of FM 1518 and Hollering Vine. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This development is designed to have two (2) points of access via Hollering Pass, which connects this unit to Module 1, Unit 3, Phase A, and Stackstone, which connects this unit to Module 1, Unit 2, Phase A. The applicant will be responsible for Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a Tree Affidavit which indicates that the site does contain Protected and Heritage trees; one (1) 26" Heritage Class Pecan Tree will be removed. The applicant has submitted a landscape plan for both Phases A and B, in which they propose to mitigate the 26" Heritage Class Pecan Tree by planting on site a total of 78 caliper inches. PUBLIC SERVICES: The site is serviced by City of Schertz water and sewer, CPS, AT &T, and Time Warner Cable. 101 111 a to UV I W 1111110A u 1 301M All public improvements required for this subdivision are required to be installed prior to recording of the final plat per UDC, Section 21.4.15., unless otherwise specified in an approved development agreement. Parks: All parkland requirements have been satisfied, no fees are required. The Crossvine will install more than 2.5 miles of "must build" trails; several pocket parks throughout the entire development; open space in excess of 15 %; 13.1 acres of public parkland (Heritage Park) previously dedicated to the City of Schertz; and an Amenity Center in Module 1, Unit 1. Water and Sewer: This site will be serviced through 8" water lines and 8" sewer lines that will be extended throughout the subdivision and stubbed for future development. Drainage: The applicant is responsible for all drainage associated with the subject property, and for compliance with the Storm Water regulations. A drainage plan has been reviewed and approved by the City Engineer. Sidewalks, Hike and Bike Trails: Trails and sidewalks are planned for the entire community connecting to several designated parks and open space. Road Improvements: All street improvements will be constructed according to the Public Works Specifications. Residential sidewalks are proposed at 5' and will be placed either adjacent to the curb or within a 2' greenbelt. All streets will be developed to City of Schertz specifications including sidewalks. STAFF ANALYSIS AND RECOMMENDATION: The proposed final plat is consistent with applicable requirements for the property, ordinances and regulations. All lots meet the minimum lot width, depth and area as described in the PDD. The plat has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff recommends approval of the final plat. The Planning and Zoning Commission is the final approval authority of the proposed final plat. In considering final action on a final plat, the Commission should consider the criteria within UDC, Section 21.12. 10 D. Attachments Crossvine MI U3 Phase B Aerial Crossvine M1 U3 Phase B Final Plat Exhibit ENGINEER: EMAL04EtWHEELER . I— 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899-0601 FAX: (512) 899-0655 FIRM REGISTRATION NO. F -786 SURVEYOR: I*V SURVEYING 3421 Peeem Pkwy, Sure 101, Sen Antonia, TX 78231 Phone N_(210)9798444 Fex #- (210)9788441 TBPLS Flan #.10122300 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS .Ko1l]la WAS] m ]Wi17 THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE _ DAY OF 20 LOT SUMMARY (10) 70' LOTS, (21) 60' LOTS, (9) 50' LOTS (5) LANDSCAPE LOTS 80'x40 ° 80'x50 N 80'x60' PAD PAD PAD --- ------ } -- -- } - -- -- -- -- } ROW------ --------- 50' LOT DIAGRAM --------- 60' LOT DIAGRAM — - - _ 70' LOT DIAGRAM o o o i u u ACCESS/ LOT DESIGN GUIDELINES NOT TO SCALE o c 0 Nn ' mA �O i t mol 0 200 400 SCALE: 1"=200' ADDITIONAL NOTES: 1, THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. LOT & BLOCK LEGEND NUMBERS ALLOWABLE USE LOT 902, BLOCK 4 NOTES: B.C.D.P.R. BEXAR COUNTY DEED AND LOT 904, BLOCK 4 ELECTRIC, GAS, PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW LOT 905, BLOCK 6 EASEMENT SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. R.P.R.B.C. REAL PROPERTY RECORDS ACCESS/ LOT 26, BLOCK 1 BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH REGISTERED PROFESSIONAL ENGINEER NO. 108734 AMERICAN DATUM (NAD) OF 1983. ESM'T EASEMENT N.V.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT P.U.E. PUBLIC UTILITY EASEMENT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE ABS NO. 424 NOB, 16560 DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR EGTTV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE ELEC ELECTRIC CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, TEL TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL CA.TV. CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S — — PROPERTY LINE ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS ADJACENT PROPERTY LINE PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID CENTER LINE OF R.O.W. DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN EASEMENT SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY TxDOT DISC (POINT OF BEGINNING) OWNERS. .7a! uwr, , SIGHT DISTANCE EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED 00 FIR FOUND 1/2" IRON ROD SCALE FACTOR OF 1.00017. OFPK FOUND PK NAIL 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. EX. FEMA 100 YR FLOODPLAIN 48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7, ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: ADDITIONAL NOTES: 1, THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 902, BLOCK 4 PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR LOT 903, BLOCK 4 LANDSCAPE LOTS / LOT 904, BLOCK 4 ELECTRIC, GAS, LOT 901, BLOCK 5 TELEPHONE & CABLE TV LOT 905, BLOCK 6 EASEMENT ------------------------------------------------------- ------------------------------- LOT 23, BLOCK 4 ---------------------------------------------------- LANDSCAPE LOTS /PUBLIC LOT 19, BLOCK 5 ACCESS/ LOT 26, BLOCK 1 DRAINAGE EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 OWNER: SCHERTZ 1518, LTD. )-. - C/O CHRISTOPHER K. PRICE J 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843- -------- STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY t 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 THE _DAY OF , 20 , NOTARY PUBLIC BEXAR COUNTY, TEXAS �n m o 10. THERE ARE 40 DETACHED SINGLE FAMILY RESIDENTIAL LOTS oa z' Nm �o PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR _ NUMBER OF EACH TYPE OF LOT. I A 3; LOT SIZE SUMMARY o o iAn x ._ m COUNTY OF BEXAR t I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE DSFR(1) 50' 9 STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING 7 DSFR(2) REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONE /WHEELER, INC. DSFR3 70 10 5113 SOUTHWEST PARKWAY, SUITE 260 ' TOTAL LOTS _= 40 GERONlMO LEAL SURVEY NO. 79, - ABS NO. 424 NOB, 16560 l - ER EVANS SURVEY NO. 80, 11 20' ROAD RIGHT OF WAY DEDICATION TO TEXAS DEPARTMENT O RIGHT-OF-WAY F A8S, NO, 21, COUNTY BLOCK 5060 TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. OWNER: SCHERTZ 1518, LTD. )-. - C/O CHRISTOPHER K. PRICE J 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843- -------- STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY t 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 THE _DAY OF , 20 , NOTARY PUBLIC BEXAR COUNTY, TEXAS �n m o oa z' Nm �o `DipN o I A 3; STATE OF TEXAS o o iAn x ._ m COUNTY OF BEXAR o ° I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONE /WHEELER, INC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KEW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 C.P.S. NOTES i J r y 4 � d JJ -� ' i`l. �'... °,a,s «„„A i'�d Stk?�_ r)r{T,�,,W?r`_.W'?Lft�' °j 1, #�JJ','1 a# r." r "P'J,.�"�-3 �.k1:..,., /,� i 11 k \ J r l l f kr. _ a �� 0' — O� of Cf J INDEX MAP °P m - A - -- - I � 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. HOLLERING PASS (50'R. 0. W) CK - -. - -� o I A 3; o o iAn x ._ m 12. THE 4.69 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 23 BLOCK 4, LOT 19 BLOCK 5 AND LOT 26 BLOCK 1 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 3 — PHASE B A 14.71 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518 LTD OF RECORD IN VOLUME 16609 PAGE 193 A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE --------------- ON THE DAY OF , 20_ A.D. AT _M. AND DULY ,4 RECORDED THE DAY OF OF , 20_ A.D. AT _M, THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 3 - PHASE B IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS BOOK / VOLUME ON PAGE THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AND IS HEREBY APPROVED BY SUCH COMMISSION. AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF PERMIT APPLICATION. DATED THIS DAY OF A.D. 20. OFFICE. THIS DAY OF , A.D. 20_ BY: AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY CHAIRPERSON COUNTY CLERK, BEXAR COUNTY, TEXAS BY: SECRETARY BY: .DEPUTY SHEET 1 OF 3 ENGINEER [MALONE *WHEELER s Ce INC. I- 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899-0601 FAX: (512) 899-0655 FIRM REGISTRATION NO. F -786 SURVEYOR: I*V SURVEYING 342 P Pkwy S, ft 101 — Antonia, TX 78231 Ph... N.( 10)9798444 Fex #- (210)9788441 TBPLSfh #:10122300 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER NOT TO SCALE 70' 10' AT &T EASEMENT - L29 O N J 80' x 60' N J PAD 70' LOT DIAGRAM O wi DETAIL "B" FARM TO MARKET 1518 (80'R. O. W) NOT TO SCALE 0 100 200 SCALE: 1"=100' PROPOSED VARIABLE WIDTH WATER AND - 20' RO W DEDICATION F / WASTEWATER EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT L22 VOL PAGE 14' EGTTV EASEMENT �J LOT 19 L29 / 10'AT &TEASEMENT - -_"'.- i - C34 L24 LOTSUMMARY NUMBERS ALLOWABLE USE (10) 70' LOTS, (21) 60' LOTS, (9) 50' LOTS NOTES: B.C.D.P.R. (5) LANDSCAPE LOTS PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ELECTRIC, GAS, PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW 80'x 40' ° 80 x 50' ° PAD > sz PAD BEXAR COUNTY ------- - - - -- - - --.t ----- -- - -- - - - --L ROW---- - - -7 - - -- 50' LOT DIAGRAM 60' LOT DIAGRAM -- , AMERICAN DATUM (NAD) OF 1983. O ti o ------ N.V.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT Wj uuiij IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE LOT DESIGN GUIDELINES NOT TO SCALE 70' 10' AT &T EASEMENT - L29 O N J 80' x 60' N J PAD 70' LOT DIAGRAM O wi DETAIL "B" FARM TO MARKET 1518 (80'R. O. W) NOT TO SCALE 0 100 200 SCALE: 1"=100' PROPOSED VARIABLE WIDTH WATER AND - 20' RO W DEDICATION F / WASTEWATER EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT L22 VOL PAGE 14' EGTTV EASEMENT �J LOT 19 L29 / 10'AT &TEASEMENT - -_"'.- i - C34 L24 10' EGTTV r .a i< EASEMENT r 0�2 \ LOT 18 -- L3 \ DETAIL „A„ NOT TO SCALE . (,P r "rr � o0 10'EGTTV 19 \ ) r 1 q F' V \ 120 60 \\ 4" P a L2 3y K5 BLOC i. f, CS 5 25 35 14' EGTTV - V o° \ (to 'o €..)W. w. x f r �J69�Zp 1ky2 rno v o 383 °o. 10'AT &T <, ,... r �P, r) 3y`� 0 0.0 5g a EASEMENT \ o_ F 5 rN ) / 98 A NO 24 REF. DETAfL "B" (.P O O 0 18 20 2 \ O THIS 66 'z 2� \ 12 . cr `'o 4 � Nwo ao 8 3y� o � ' STATE OF TEXAS LEGEND NUMBERS ALLOWABLE USE COUNTY OF BEXAR NOTES: B.C.D.P.R. BEXAR COUNTY DEED AND PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ELECTRIC, GAS, PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN Cn SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. R.P.R.B.C. REAL PROPERTY RECORDS > sz LOT 26, BLOCK 1 BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH OWNER: SCHERTZ 1518, LTD. AMERICAN DATUM (NAD) OF 1983. ESM'T EASEMENT ------ N.V.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT P.U.E. PUBLIC UTILITY EASEMENT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE °^ } 1 DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR EGTTV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE ELEC ELECTRIC CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, TEL TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF APPEARED , KNOWN TO ME m („ PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL CA.TV. CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S — - - PROPERTY LINE ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS ADJACENT PROPERTY LINE PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID CENTER LINE OF R.O.W. DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN EASEMENT SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY TxDOT DISC (POINT OF BEGINNING) OWNERS. - - i,V ,illll.— " " SIGHT DISTANCE EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED <� FIR FOUND 1/2" IRON ROD SCALE FACTOR OF 1.00017. (\FPK FOUND PK NAIL 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. EX. FEMA 100 YR FLOODPLAIN 48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: 10' EGTTV r .a i< EASEMENT r 0�2 \ LOT 18 -- L3 \ DETAIL „A„ NOT TO SCALE . (,P r "rr � o0 10'EGTTV 19 \ ) r 1 q F' V \ 120 60 \\ 4" P a L2 3y K5 BLOC i. f, CS 5 25 35 14' EGTTV - V o° \ (to 'o €..)W. w. x f r �J69�Zp 1ky2 rno v o 383 °o. 10'AT &T <, ,... r �P, r) 3y`� 0 0.0 5g a EASEMENT \ o_ F 5 rN ) / 98 A NO 24 REF. DETAfL "B" (.P O O 0 18 20 2 \ O THIS 66 'z 2� \ 12 . cr `'o 4 � Nwo ao 8 3y� o � ' STATE OF TEXAS COMMON AREA LOT NUMBERS ALLOWABLE USE COUNTY OF BEXAR THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE " PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ELECTRIC, GAS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC TELEPHONE & CABLE TV PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN Cn EXPRESSED. \ L THIS THE DAY OF , 20 > sz LOT 26, BLOCK 1 DRAINAGE EASEMENT (( OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE l ,-. 314 E. COMMERCE ST., SUITE 600a ------ SAN ANTONIO, TX. 78205 ( -_ ... PHONE: 210 - 226 -6843 s 3 () (M1'nE °^ } 1 STATE OF TEXAS COUNTY OF BEXAR p � 3 BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY L \ v APPEARED , KNOWN TO ME m („ TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING (j.i 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 THE DAY OF '20 NOTARY PUBLIC BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONENVHEELER,INC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 23 `r° ',Cl? fA W '.CS W 141.2 8 5$' 01" _ _ 60,2 >2 / °z 35.62' 120 wo r r o 36 v ea _ N79 1 >'� 36A, E ao o T� °� Syg 22 `DEDICATION _ - f CJ3 120 �0 \ \ C7 r / 17 wo 20 A 00 °sue o\ 38 )N V1g \ '' U sO" \ OGF 20. ° Syg 21 A M q; b N- SEE DETAIL'A" \ ��C 2N 1 15� 25'1y , 3 o_ y,�.l L % _ _ VARIABLE WIDTH 0 5 `� C \ 6g o 5.10' 3 9 4 SIDEWALK EASEMENT 00 0 3$ 3 r� 2i GNwo° 21 10' EGTTV N Sy 16 A r 'y i - -- - -- - 10' EGTTV 20 � d y0 2.22' - \ R N Z L7 �s -L8 I 49 3_� iN () 26 O M o r.. BLO( O z, rn� E 1 18 , a A O r, 0 3y o C14 ygy3 \ X20' 1.03' O N� cn o0 38 0_ / n Q, 1 - Zw� o \ Nyg 17 \ �J 23 n 38 3y 15 00 Z Z ab 22 BLOCK 4 w > Syg 200 wo a w °° ', �s E 11 0 00 16 y0'., QOp, h 1� R 5'� r, r\ r .5.10' 0 SS . y0• o ^V. 271 OC 8 3 Z °o `z a s °o / g 39:1 E 101, O P P / 10' EGTTV oo Od ^ Ssq° q' q 6 yg 3 moo° , n s �y 35 RiC1 1 0� a 15 y y0. a 3a VLE R� y0/ o G� p p0 S`2F S6, rn a 14 gV, ^Z o N o s< Ci6 / N 14 y0. 300. h 9 ^ wo° o �z n o� 11, 66182 0° °0 5 � y 13 5.10'- ° 6 00/ 13 000 3$ 3 PROPOSED VARIABLE ,(V/ �� o U 98 3y 3$ 3y 6 j u1 �� y Syg WIDTH (ATER ND - -S86° 49' 22'E 147_38' � `9 `r`?' r' °o / - ^ Nl m� 12 I rn y 00 550 55g - R` Op WASTEWATER EASEMENT y0. TO BE DEDICATED BY N15° 01' S2 "W V 10 ° ° 6% °- ro 42.83'— °° ° / 12 m ° SEPARATE INSTRUMENT VOL PAGE 3 C22 58 rn 36 60/ °o °o 47,09' 60 N r 0 of cr- 13 \ 00 / o o y REF. DETAIL 'A" 10' EGTTV � 138 / 2 11 THIS SHEET W b3 CREEK POCKET °\ ry9 „V,1 �N l- °�? �0 °- 32 00, - /!0 M 6'49'22” W 130.02' l� (60' R.O. W) $65° Fv00 10.00' ply % ✓ °0 6004 o , 10 M �.• ., �N w� PEM 11 1d � � � �' 7 �w _ <s - (1624� '• > 600902 510'. 3 C25 �_ -..__ J0 p3 0 0 , - _ FLOOD PLAIN (EX) 6.89' 9 _L_ - C3_ 0 6 0/ _ - -- g = ' " C26 L1> Gry C2 C2 / � Oa � y 9 �Y 6g. C27 N86'4 9 22 "W 122.60' ! C28 3 6/ N 7 0o y 6003g'� p C10 _ N86 49 22 "W 122.60' C11 y6 j N �N VOCE y9 38 p(7U -0 31.00' -- _ 49.40' 60.00' 31.60' 26.60'1 - .56_19 w 6 6 6000 — �— — — — _ T- -- 5 O C 0 10' EGTTV I 223.35' -- S88° 44' 20 "W v z 145.427 AC. (VOL. 11564, PG. 1814) OWNER: SCHERTZ 1518, LTD. A TEXAS LIMITED PARTNERSHIP 0 0 o a 1 2 � M 0 0 � M CK BLO 7 S .88'_ 60.00' S( 26'30 "E S86 °49'22'E 0 0� 0 5 w 3 N I 4 �\ �I N 39.64 _18.72' 39.64' - 3 05' 52 "E N88° 00' 40 "E 19 BLOCK 5 ADDITIONAL NOTES: 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. C.P.S. NOTES Vgvy� � PG. 2�1 ` l\ju �5 26.966, PRN \OG 11 03''E ^i��R SN O 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 - PHASE B SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS _ DAY OF A, D. 20_ BY: CHAIRPERSON BY: SECRETARY THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 902, BLOCK 4 LOT 903, BLOCK 4 LANDSCAPE LOTS / LOT 904, BLOCK 4 ELECTRIC, GAS, LOT 901, BLOCK 5 TELEPHONE & CABLE TV LOT 905, BLOCK 6 EASEMENT LOT 23, BLOCK 4 LANDSCAPE LOTS /PUBLIC LOT 19, BLOCKS ACCESS/ LOT 26, BLOCK 1 DRAINAGE EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 40 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 9 DSFR(2) 60' 21 DSFR(3) 70' 10 TOTAL LOTS -= 40 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 4.69 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 23 BLOCK 4, LOT 19 BLOCK 5 AND LOT 26 BLOCK 1 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 3 - PHASE B A 14.71 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20 —A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: .DEPUTY SHEET 2 OF 3 EMALONEFtWH EELER s .I- 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 QI lG\ /j=Vnp. 17W SURVEYING 3421 Peeem Pkwy, Sure 1D1, Sen Antonia. TX 78231 Phone N_(210)9798444 Fex #- (210)9798441 TBPLS Flan #.10122300 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS COUNTY OF BEXAR THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF , 20 OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED 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 THE DAY OF 20 NOTARY PUBLIC STATE OF TEXAS COUNTY OF BEXAR BEXAR COUNTY, TEXAS I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. JESSE B. MALONE REGISTERED PROFESSIONAL ENGINEER NO. 108734 MALONE/WHEELER, INC. 5113 SOUTHWEST PARKWAY, SUITE 260 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 ADDITIONAL NOTES: 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. C.P.S. NOTES 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. LINE TABLE LINE # LENGTH DIRECTION L1 18.20' LEGEND L2 50.02' N61 °13'58 "E L3 38.99' N86 °4937 "E L4 30.82' NOTES: L5 34.13' N75 °54'18 "E L6 10.32' B.C.D.P.R. BEXAR COUNTY DEED AND 12.27' S75 °54'18 "W L8 15.98' N75 °54'18 "E L9 L10 50.11' 50.11' PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW 6.96' S86 °4922 "E L12 15.00' S03 °10'38 "W L13 L14 15.00' 51.13' SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. L15 7.20' N75 °21'25 "W L16 L17 14.14' 26.45' R.P.R.B.C. REAL PROPERTY RECORDS 29.03' NO3 °10'38 "E LOT SUMMARY 15.42' N59 °3834 "E L20 32.99' BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM 7.40' (10) 70•LOTS, (21) 60'LOTS, (9) 50'LOTS L22 L23 173.71' 25.00' S30 °18'34 "E S59 °41'26 "W R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH L25 (5) LANDSCAPE LOTS S59 °3834 "W L26 9.02' N59 °3834 "E L27 AMERICAN DATUM (HAD) OF 1983. N75 °25'05 "W L28 6.96' N59 °3836 "E L29 ESM'T EASEMENT L30 50' 60' 15.00' 15.00' 86 °10'39" 90 °00'00" N73 °2644 "W N14 °3835 "E - - -- - - -- N.V.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT 1 245.00' 24 °5633" N72 °06'52 "E 105.81' C21 25.81' P.U.E. PUBLIC UTILITY EASEMENT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE - - -- C22 188.50' 60.00' 180 °00'00" S86 °4922 "E 120.00' C23 --- --- --- --- C24 ------- -- C25 23.56' - ----- 47.12' --- ------ 47.12' 15.00' _._.- .- .- ._... -- 15 00' -- - ------ ---- 15.00' DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR 21.21' --------. ---------------- 30.00' --------------------------- 30.00' C26 j 158.27' 525.00' 17 °16'20" N84 °3228 "E 157.67' C27 EGTTV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE - - -- 150.16' - - -- 158.03' 270.00' - - -- -- S76 °2437"W 155.78' ELEC ELECTRIC CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, 45 100'00" - - -- - 28 °2542" -- ----- ---- ------ 45 °00'00" S37 °08'35 "W S73 °51'26 "W - N52 °51'25 "W 38.27' - 115.41' ------------------------7------------ 38.27' C32 1 21.60' 60.00' j 20 °3729" 1 N11 °29'57"E TEL TELEPHONE SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF 60.00' 17 °2653" N13 °53'13 "W 18.20' C34 11.03' 70.00' 8 °12'48" N34 °2748"W 10.03' PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL o CA.TV. CABLE TELEVISION HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S 80'x 40' ° 80' x 50' ° 80'x 60' - - PROPERTY LINE ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS PAD PAD PAD ADJACENT PROPERTY LINE PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID - CENTER LINE OF R.O.W. DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN EASEMENT SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY __ ' _ TxDOT DISC (POINT OF BEGINNING) OWNERS. Row 50' LOT DIAGRAM > o W 60' LOT DIAGRAM > o W 70' LOT DIAGRAM > o .....y i;<p;. O 100 ZOO FIR SIGHT DISTANCE EASEMENT FOUND 1/2" IRON ROD 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00017. W OFPK FOUND PK NAIL 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. LOT DESIGN GUIDELINES SCALE: 1 " =1 OO' ---------------- - - - - -- EX. FEMA 100 YR FLOODPLAIN DATED NOT TO SCALE PROPERTY S OCATED N ZONE X, ZONE X (SHADED) AND ZONE AE SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN. ADDITIONAL NOTES: 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. C.P.S. NOTES 1. 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 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 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 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. LINE TABLE LINE # LENGTH DIRECTION L1 18.20' S88 °54'12 "E L2 50.02' N61 °13'58 "E L3 38.99' N86 °4937 "E L4 30.82' N61 °38'38 "E L5 34.13' N75 °54'18 "E L6 10.32' N00 °08'11 "E L7 12.27' S75 °54'18 "W L8 15.98' N75 °54'18 "E L9 L10 50.11' 50.11' S75 °54'18 "W S75 °54'18 "W L11 6.96' S86 °4922 "E L12 15.00' S03 °10'38 "W L13 L14 15.00' 51.13' NO3 °10'38 "E S59 °3835 "W L15 7.20' N75 °21'25 "W L16 L17 14.14' 26.45' N14 °3835 "E S03 °10'38 "W L18 29.03' NO3 °10'38 "E L19 15.42' N59 °3834 "E L20 32.99' S75 °25'05 "E L21 7.40' N59 °3834 "E L22 L23 173.71' 25.00' S30 °18'34 "E S59 °41'26 "W L24 157.69' N30 °18'34 "W L25 28.39' S59 °3834 "W L26 9.02' N59 °3834 "E L27 8.28' N75 °25'05 "W L28 6.96' N59 °3836 "E L29 10.00' S30 °18'34 "E L30 6.23' S59 °3836 "W THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 - PHASE B SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS _ DAY OF A.D. 20_ BY: CHAIRPERSON BY: SECRETARY 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT CURVE TABLE ALLOWABLE USE Curve # Cl C2 LENGTH RADIUS DELTA 34.89 41.00' 48 °4544" 134.55' 70.00' 110 °07'37" CHORD BRG F S64°31'20 "E N84'4744 "E CHORD DIST 33.85' 114.77' C3 35.95' 41.00' 1 50 °14'06" N54 °50'58 "E 34.81' C4 205.73' 580.00' 20 °19'23" N69 °48'20 "E 204.65' C5 23.56' 15.00' 89 °5957" S75 °21'23 "E 21.21' C6 --- ---------- -----. C7 --------- - - - - -- ---- C8 C 25.31' 78.35' - - - - -- - -- 119.11' 15.00' _..------ -._._._.._.._. _ 219.00' 271.00' 96 °41'04" ------- 20 °2957" -- - - -- 25 °10'58" N17 °59'07 "E -....------------ N76 °3438 E N74 °14'08 "E 22.41' ---------. -------- --------- 77 94' --------------------------------------- 118.15' C9 82.06' 675.00' 6 °5755" N79 °23'16 "E 82.01' C10 143.19' 475.00' 17 °16'20" S84 °3228 "W 142.65' C11 172.66' 295.00' 33 °32'03" S76 °2437"W 170.20' C12 0137 278.74' 22.56 60.00' 15.00' 266 °10'39" 86 °10'39 S73 °2644 "E N16'33'-16 "E 87.64' 20.49' C14 j 23.56' 15.00' 90 °00'00" S75 °21'25 "E 21.21' C15 23.56' j 15.00' j 90 °00'00" j N14 °3835 "E 21.21' C16 23.56' 15.00' 90 °00'00" S75 °21'25 "E 21.21' C17 278.74' 60.00' 266 °10'39" N16 °33'16 "E 87.64' C18 C19 22.56' 23.56' 15.00' 15.00' 86 °10'39" 90 °00'00" N73 °2644 "W N14 °3835 "E 20.49' 21.21' C20 j 106.66' 1 245.00' 24 °5633" N72 °06'52 "E 105.81' C21 25.81' 15.00' 98 °35'31" j S46 °07'07 "E 22.74' C22 188.50' 60.00' 180 °00'00" S86 °4922 "E 120.00' C23 --- --- --- --- C24 ------- -- C25 23.56' - ----- 47.12' --- ------ 47.12' 15.00' _._.- .- .- ._... -- 15 00' -- - ------ ---- 15.00' 90 °00'00" N48 °10'38 "E _._._._._._._. - ... ------ 180 °00'00" N86 °4922 "W ---' ------ - ---- -- -- 180 °00'00" S86 °4922 "E 21.21' --------. ---------------- 30.00' --------------------------- 30.00' C26 j 158.27' 525.00' 17 °16'20" N84 °3228 "E 157.67' C27 150.73' 500.00' 17 °16'20" S84 °3228 "W 150.16' C28 158.03' 270.00' 33 °32'03" S76 °2437"W 155.78' C297 --- C30 --------- -------- ----------------------------. C31 39.27' 116.60' 39.27' 50.00' 235.00' ....----- ----- 50.00' 45 100'00" - - -- - 28 °2542" -- ----- ---- ------ 45 °00'00" S37 °08'35 "W S73 °51'26 "W - N52 °51'25 "W 38.27' - 115.41' ------------------------7------------ 38.27' C32 1 21.60' 60.00' j 20 °3729" 1 N11 °29'57"E 21.48' C33 18.27' 60.00' 17 °2653" N13 °53'13 "W 18.20' C34 11.03' 70.00' 8 °12'48" N34 °2748"W 10.03' THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 - PHASE B SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS _ DAY OF A.D. 20_ BY: CHAIRPERSON BY: SECRETARY 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 902, BLOCK 4 LOT 903, BLOCK 4 LANDSCAPE LOTS / LOT 904, BLOCK 4 ELECTRIC, GAS, LOT 901, BLOCK 5 TELEPHONE & CABLE TV LOT 905, BLOCK 6 EASEMENT -------------------------------------------------------------------------------- - - - - -- LOT 23, BLOCK 4 ---------------------------------------------------- LANDSCAPE LOTS /PUBLIC LOT 19, BLOCK 5 ACCESS/ LOT 26, BLOCK 1 DRAINAGE EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 40 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 9 DSFR(2) 60' 21 DSFR(3) 70' 10 TOTAL LOTS = 40 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518. 12. THE 4.69 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS IDENTIFIED AS LOT 23 BLOCK 4, LOT 19 BLOCK 5 AND LOT 26 BLOCK 1 WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1 UNIT 3 - PHASE B A 14.71 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060 AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814 AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: . DEPUTY SHEET 3 OF 3 • TO: Planning and Zoning Commission PREPARED BY: Bryce Cox, Senior Planner SUBJECT: Workshop / Discussion and Public Hearing on Short Term Rentals and PIT Pads On February 5, 2019 City Staff presented a workshop discussion on PIT Pads and mid -term rentals where City Council instructed Staff to further evaluate this topic with the Planning & Zoning Commission and create a recommendation to bring forward to City Council. In this first workshop we will discuss the similarities and differences in short -term and mid -term rentals, begin to identify the impacts created by these uses, and identify the spectrum of regulatory options.