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HomeMy WebLinkAboutBSWP2026-001629SOUTH GRAVEL CIRCLE (VARIABLE WIDTH R.O.W.) ).U.E. a N 89 29'11 " E 112.57' --------- - - w - 0 ca� to cryy --- •-,-•- -- -- — — — — -- — � ®cV r—,----=�------ LFU46 Q H 3a-2' 21 U 11 hill oy 3 -10' FORM BOARDS f 1 3 =_ L1 ADDRESS: 3517 FERGUSON ROAD J 1 ro FFE=574.6' � 54.5' 1 o LOT 4, BLOCK 2 w v a to Z ——25.0'` FERGUSON PLACE DOC. NO. D222212285 FC of 0_ cN P.R.T.C.T. rl 'I Z N II ON N F— 77,3' f 1 U 1 C) N •- ------ ----- � w o' Li- o li e,°� S 8821'S2" W 136.25' 6.0'� � N jl Y o LOT 5 v BLOCK 2, FERGUSON PLACE m DOC. NO. D222212285 I P.R.T.C.T. July 11. 2024 CERTIFICATE DATE certify that this survey was node on the ground, that this Ilat correctly represents the facts ound of the time of survey. -�w DAVID CARLTON LEVI I S. NO. 564 LEGAL OESCRIPTION E 0 W z CIO�- u E C M an W ry N -, v— `^00o L T c a ^yam Y � w S 43 51 '31 " E OJ 'o Go 17.36' S 11 32'43" E — �10.59' Q Z O (Y- ry / W AD = 522'47" R = 700.00' a CH B = S 08 51'19" E \ CHD = 65.70' A = 65.73' FLOWAGE EASEMENT, DOC. D222212285 P.R.T.C.T.. MODIFICATION PER CORP OF ENGINEERS REVIEW & ACCEPTANCE LETTER DATED APRIL 15, 2022 All of Lot 4, Block 2, Ferguson Place, an addition to the City of Grapevine, Tarrant County. Texas, according to the plat recorded in Document Number 0222212285 P,R.T,C.T, NOTES 1. All bearings, easements and build lines shown hereon are based on the Plat of Ferguson Place, recorded in Doc. No. D222212285 P.R.T.C.T. Surveyor has done no additional research for possible easements, restrictions or covenants which may affect this properly. 2. Unless cth—ise noted. .1 boundary and/or lot comers for the subject properly shown hereon are 1/2• iron rags found with a tap stamped 'SPRY 5647'. 3. The Surveyor is only shamng forms on this survey and has not physically located any other Improvements or underground utilities which may be located on, under or near the subject property. 4_ According to the :food Insurance Role Map No 48439CO085K and 48439CO105K, published by the Federal Emergency Management Agency. acted: September 25, 2009, the surveyed property shown hereon does not lie within any special flood hazard area inundated by the 100—year flood. N graphic Scale in Feet 20' 40 SCALE: 1 "=20' A B B R E V I A T 1 0 N S P.R.T.C. T. PLAT RECORDS OF TARRANT COUNTY, TEXAS DOC. N0. DOCUMENT NUMBER R.O.W. RIGHT—OF—WAY B.L. BUILDING LINE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT P.O.U.E. PEDESTRIAN, DRAINAGE & UTILITY EASEMENT FORM SURVEY 3517 FERGUSON ROAD LOT 4, BLOCK 2, PECAN RIDGE ADDITION IN THE LEONARD LINCOLN SURVEY, A-981 CITY OF GRAPEVINE. TARRANT COUNTY, TEXAS SSJF 7A*F 7/'212024 I SCALE: 1'=20' (PROJECT NO.: 112. 01n-44 SPRY ®SURVEYORS ..wa., SJ,te IU2 • N-1 R.cn'.ara 1,..I,, TX 76182 FI,:Bt7.i76.4049• spry®sprysurveyorscom•ww w. spry--syors.com firm Reg. No. 10112000 3517 P—.. a^ oA GI�q,PEVINE ? -0� Grapevine, TX76051✓3 -� Pco & SPA Courtney Sanders 817-584-2358 grapevinepools@gmaii.com 32 4" II 1: 91 I I I Salt Concrete 2 r — I" z n�. I Water -> Electric I ^_5' GWEVINE Pot & SPA Courtney Sanders 817-584-2358 grapevinepools@gmail.com POOL: Size: 40' x 15' Depth: 3'6" - 5'6" Perimeter: 110' Square Footage:496 Capacity: 12,000 qal SPA: Size: 9' x 6' Perimeter: 30' Square Footage: 54 Capacity: 690 qal DECK: Square Footage: 437 Materials: Salt Concrete EQUIPMENT: Filter Pump: Variable Speed Filter Type: DE Spa Blower: 1 HP WF Pump: n a Heater: 400 BTU NG Sanitation: Chlorine Pool Sweep: Polaris Off, 53'-0' - ---- -� I CVD.TERRA£ FT. WROUGHT IRON FENCING p I I IJ I I I z I I I I. � I I I . m I : � I I I } I I IATE r I -A I Q L, I m I Ll1 517E CHART DATA W I 6 FT. WROUGHT IRON I PORGI-I I N I I I LOT SIZE IISOI SQFT. FENCE WITH GATE o I I .�}t TOTAL BLDG. COVERAGE 3589 SQFT. , © nn�PppL 550 SQFT. 10 I Q lR I AV / FLATWORC I PMG 5Q 1,328FT. a IMPERVIOUS COVERAGE 47.51 % I � II I— N? 6LDG LINE ❑ LOW WALL I i 5 f TE FLAN 1335R0 COURTYARD I ��� I I SCALE: 1/5° = I' 0'I NORTH I /J CONCR. PAVERS I I LOT 4 BLOCK 2 —•-- --• — ✓� FERGUSON PLACE I 351-j F���USON ROAD GRAPEVINE, TEXAS WALK AND CURB 'Fin RY ('ITY wore, nE t¢ax cownv<crae aro xL uncaRwacra� awu revlm ne RILL CpRQ1I 0"TE 0./N8 PoR DIGq@tdNGK6� LnbBIPM P1eQlM l.PYtwCE'aR 4 'MC L❑L Ln'r'n ryWry ❑ X W anrsa DRdIN sY: EkL pfftX BY. Ex8 R!'UECT NO. wean+ SITE Scale: 1/20" = 1 ft GWEVINE P4,6t & SPA Courtney Sanders 817-584-2358 - - - — -- ---�-_—_ --_—r- grapevinepools@gmail.com LLI I POOL: I I I 0 T,",,,,, 2 Size: 40' x 15 Depth: 3'6" - 5'6" Perimeter: 110' FT. WROUGHT IRON FENCING Square Footage: 496 CVD.TERRA E I I I Capacity: 12,000 coal Lu I I SPA: Q GATE I I I Size: 9' x 6' I' m 1 I w Perimeter:30' i, 0 I I I } Square Footage: 54 I I Capacity: 690 gal I I oil I r 41 I I DECK: I I Square Footage: 437 I 1 m W SITE CHART DATA Materials: Salt Concrete /��'I - I W I II LOT SIZE 1%501 SOFT. 6 FT. WROUGHT IRON I PORCW I I I } FENCE WITH GATE 1 TOTAL BLDG. COVERAGE 3,585 SOFT. I N 1 w I 4 POOL 550 SOFT. EQUIPMENT PAVING / FLATWOW- 1,328 SOFT. 1 I Q tt I IMPERVIOUS COVERAGE 47.51 X Filter Pump: Variable Speed Filter Type: DE Spa Blower: 1 HP WF Pump: n a Heater: 400k BTU NG Sanitation: Chlorine Pool Sweep: Polaris w I I I� I I _ II r3r�`1RONT BLDG LIB a \\\LOW WALL I 5 f TE FLAN AN COURTYARD I I ❑E:lp I I SCALE: 1/8' =1'0'I NORTH I /J �`+ I GONGR PAVERS I LOT 4 BLOCK 2 CONCR DRIVE - }FERGUSON PLACE J GRAPEVINE, TEXAS 351-j F�i2G�USO� ROAD_ WALK AND CURB 'Fri BY CITY 0 0 L0 Ln I.L X W DATE: +an+ SITE DFAYN B �B Exe Y DID I�IA� �bllONp'10'gI TO Scale: 1/20" = 1 it GWEVINE ALL CHANGES REQUIRE P06t & SPA APPROVAL OF REVISED ---�i --�- PLANS Courtney sanders 817-584-2358 APPROVED PLANS SHALL BE grapevinepools@gmail.com KEPT ON JOBSITE AT ALL TIMES POOL: Size: 40' x 15' Depth: 3'6" - 5'6" Perimeter: 110' Square Footage: 496 Capacity: 12,000 gal SPA: Size: 9' x 6' Perimeter: 30' Square Footage: 54 Capacity: 690 qal DECK: Square Footage:437 Materials: Salt Concrete EQUIPMENT: Filter Pump: Variable Speed Filter Type: DE Spa Blower: 1 HP WF Pump: n/a Heater: 400K BTU NG Sanitation: Chlorine Pool Sweep: Polaris MINIMUM REAR SETBACK 6' FROM B.O.B. CONSTRUCTION HOURS 7:00 A.M. - 7:00 P.M. MONDAY - SATURDAY ONLY NO WORK PERMITTED ON SUNDAY --_______ _ - --T- L I I - -- I I � i HOSE BIBBS REQUIRE VACUUM BREAKERS. G.F.C.I. SEPERATE PLUMBING, i J 1.I'I RECEPTACLE REQUIRED NOT LESS THAN 6 FEET FROM, AND NOT MORE THAN 20 FEET FROM. THE INSIDE WALL MECHANICAL, ELECTRICAL AND I I 0 OF THE POOL. ALL METAL WITHIN 5 FEET OF WATERS SIGN PERMITS SHALL BE REQUIRED.25'�'-_ I EDGE SHALL BE BONDED. ALL GATES SHALL BE SELF _ _ -t I CLOSING/ SELF LATCHING. u I POOL CONSTRUCTION SHALL, CVD.TERRACE I I 6 FT. WROUGHT IRON FENCING COMPLY WITH ALL APPLICABLE , n I PROVISIONS OF THE ISPSC AS ADOPTED BY THE STATE OF TEXAS i I - `GATE W I I I LLI SEPARATE PERMIT REQUIRED I I } FOR FENCE r I N I Z I n/ m -A W 51TE CHART DATA W I I I Q I LOT SIZE IIS01 SIFT. 6 FT. WROUGHT IRON I FENCE WITH GATE i PORCH a 0 lu I !n1�/ TOTAL BLDG. COVERAGE 3.56S SQFT. POOL 550 SQFT. 1,32BSQFT. m I I 1L I PAVING i FLATWOW, _ IMPERVIOUS COVERAGE 47.51 % P-TRAP AND BACKWASH LINE REQUIRED AT BELLY STEEL INSPECTION r CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 05/08/2025 BY: ARNOLDO RAMIREZ TSBPE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY_ ALL CHANGES MUST BE APPROVED. F-30 {RONT BLDG LINE \LOW WALL I ' 5 I TE fL AN COURTYARD I ��a I SCALE: 1/8° = I'O" 1•IORTN I CONCR. PAVERS @ I LOT 4 BLOCK 2 m I C�CNCR. DRIVE -� FERGUSON FLAGE GRAPEVINE, TEXAS I - CONCRETE WALK AND CURB /I AS REQUIRED BY CITY 3%>17 F���USON RQA�- CONTRACTOR SHALL CALL FOR INSPECTIONS: (817) 410-3010 CONTRACTOR REGISTRATION WILL BE 4 &GCO.ufRAGiONB EHaLL !£NEW T,ff REVOKED UPON PERMIT EXPIRATION.��� ei�avciee � �mroeiow neiort ro 4n— DRE CHEF ex er Ex8 HEarH SITE Scale: 1/20" = 1 ft 1 1 35117 Ferguson. Rd ? - 0 j Grapevine, TX 76051 53 - II MINIMUM REAR SETBACK V FROM B.O.B. ttl f'�7 �rtJr tJY �� P-TRAP AND BACKWASH LINE REQUIRED AT BELLY STEEL INSPECTION \ 5'6" _ Salt Concrete 2 CITY OF GRAPEVINE TITS PACE RELEASED FOR CONSTRUC BON RELEASE DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SHE AT ALL TIMES Osm8a025 BY: ARNOLDO RAMIREL TSBPE: 13898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY I� J 1' 6" G$.q,PEVINE Courtney Sanders 817-584-2358 grapevinepools@gma il.com o, f I 32' 4" 9 i 3' 6" L 6" I I;Water -> Electric 1 to L A Cv'v- T E1' Ryl .POOL CONSTRUCTION SHALL , COMPLY WITH ALL APPLICABLE . PROVISIONS OF THE ISPSCCAs ADOPTED BY.THE STATE OF TE�(AS' 3' - I 'I a N Z- oo oo 0O Z ATE wmwo W. rc�m? ALL CHARGES MUST BE APPROVED. Stele: i/8" = 1 R W Q SOUTH GRAVEL CIRCLE (VARIABLE WIDTH R.O.W.) > I.I;. ,I.U.E. W 16 a N 89 29'11 " E 112.57' S 43'51'31 " E �' 4t2: - - ------ ----- 17. 36' �=1 01 cy c11 U -- - -- ------ S 1132' 43' E 01 --————— — — — — c� it — — — ----- -- - - awvLj 10.59'LU —�� 30' B.L. O> - FORM BOARDS ry 3 ADDRESS: W 3517 FERGUSON ROAD a FFE=574.6' /� — 54 5' 1 tpo li, / AD = 522'47" o LOT 4, BLOCK 2 s R = 700.00' w o 1 i „` CH B = S 08'51'19" E FERGUSON PLACE I FORM a to Z - -—25.0'` DOC. NO. D222212285 ik- OPEN CHD = 65.70' i P.R.T.C.T.rj / A = 65.73' CV I 0 N F 1, ZL' I I 52 5' VJ CV f- ; 0 N ��� �'--" _ _4____---yr �`:.� FLOWAGE EASEMENT, DOC. OJ W � r 6.0'� / MODIFICATIOND2115 PERPCORP OF Li o Di 6.0', S 8$ 21'52" W 136.25' / ENGINEERS REVIEW & INACCEPTANCE LETTER Y O LOT 5 DATED APRIL 15, 2022 C) BLOCK 2, FERGUSON PLACE DOC. NO. D222212285 I P.R.T.C.T. I certify that this survey vtos made on the ground, that this plot correctly represents the facts found at the time of survey. oyly 11. 2024 CERTIFICATE CATE DAVID CARLTON LEW15. R.P.1-5. NO. 5647 LEGAL DESCRIPTION E u CN�1 In Ln o ,�a ., IL 'coo {.7 N CL a U N Graphic Scale in Feet 20' SCALE: 1 "=20' CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPTON THE JOB SITE AT ALL TIMES. 05/08/2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION' RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. All of Lot 4, Block 2, Ferguson Place, an addition to the City of Grapevine, Tarrant County, Tevas, according to the plat recorded in Document Number 0222212285 P.R.T.C.T. NOTES 1. All bearings. easements and build lines shown hereon are based on the Plat of Ferguson Place, recorded in Dot. No. D222212255 P.R.T.C, T. Surveyor has done no additional research for possible eounnerts. restrictions of covenonls which may affect this property. 2. Unleu otherwise noted. dl boundary and/or lot comers for the subject property shown hereon are 1/2" iron rods found with a cap stomped 'SPRY 5647'. 3. The Surveyor is only showing forms on this survey and has not physically located any Omer improvements or underground utilities whim may be located on, under or near the subject property. 4. According to the Flood Insurance Rate Map No. 48439CO085K and 48439CO105K, published by the Federal Emergency Management Agency, dated: September 25. 2009, the surveyed property mown Inereon does not Ile within any special flood hazard area Inundated by the 100—year flood. ALL CHANGES MUST BE APPROVED. 40' ppa QZN Q o � � ZO 00 oil Z C9 U., K 0 Of ,, z A B B R E V I A T 1 0 N S P.R.7.C.T. PLAT RECORDS OF TARRANT COUNTY, TEXAS DOC. NO. DOCUMENT NUMBER R.O.W. RIGHT—OF—WAY B.L. BUILDING LINE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT P.D.U.E. PEDESTRIAN, DRAINAGE & UTIUTY EASEMENT FORM SURVEY 3517 FERGUSON ROAD LOT 4, BLOCK 2, PECAN RIDGE ADDITION IN THE LEONARD LINCOLN SURVEY, A-981 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS ISSUE DATE: 7/12/2024 I SCALE: 1-=20' ( PROJECT NO.: 112-010-44 SPRY ® SURVEYORS 8241 Mid —Cities Blvd., Suite 102 • North Richland Hills, TX 76182 PH: 817.776.4049 • sp,yOlprysur,eyors.com • www.sprysurveyors.com Firm Reg. No. 10112000 G"REVINE PC Ot & SPA Courtney Sanders 817-584-2358 gra pevinepools@gmail.com POOL: Size: 40' x 15' Depth: 3'6" - 5'6" Perimeter: 110' Square Footage: 496 Capacity: 12,000 gal SPA: Size: 9' x 6' Perimeter: 30' Square Footage: 54 Capacity: 690 qal DECK: Square Footage:437 Materials: Salt Concrete EQUIPMENT: Filter Pump: Variable Speed Filter Type: DE Spa Blower: 1 HP WF Pump: n/a Heater: 400K BTU NG Sanitation: Chlorine Pool Sweep: Polaris RECEIVED: 4/25/2025 25-001629 3517 FERGUSON ROAD INGROUND POOL AND SPA N� 11'� I� I� LOT DRAINAGE TO BE APPROVED BY THE PUBLIC WORKS ENGINEERING DEPT. I, I ' m I ry 0 r Q I' 6 FT. WROUGHT IRON FENCE WITH GATE I II F� I --2$' I I14 I I I � I I 0 POOL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE ISPSC AS ADOPTED BY THE STATE OF TEXAS P-TRAP AND BACKWASH LINE REQUIRED AT BELLY STEEL INSPECTION CVD.TERRA E I IY`�' FT. WROUGHT IRON FENCING I I V AGATE I I I I I I IZ I IS I SEPARATE PERMIT REQUIRED FOR FENCE M I I W SITE CHART DATA >, LOT SIZE II 01 5QFT. PORCH I I TOTAL BLDG. COVERAGE 3,589 5QFT. 0 I w 4 POOL 550 SQFT. I II PAVING / FLATWOW 1,328SQFT. I I tt I IMPERVIOUS COVERAGE 47.51 % I I � =RONT BLDG INe LOW WALL I �51TE FLAN El COURTYARD I ❑n� I I SCALE: 1/8` =1'0" NORTH I /J GONGR PAVERS i I LOT 4 BLOCK 2 NCR DRIVE - —� FERCaUSON PLACE _�- r3RAPEVINE, TEXAS CONCRETE WALK AND CURB AS REQUIRED BY CITY 351-j F�i2GUSO� R04D- 0 0 1 Ln LL� X W 0 si DATE: +an+ DFAYN BY Ex9 Ex8 r u«oTa wER ci� arID mroeia» ne1a� ro — ITE - - - Scale: 1/20" = 1 ft U r�E BLGG. Lllff L^J —=30• Dios e�rolw`e""�=r�--�J GRAVEL DRIvE 1. EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS. 2. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. $. MAIKjAIN U&&EIdT QBAINAQ PATTER L 4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL. 3517 J" f -4 ata r2-d- A�&k f spa" to uet a Lot Drainase "GREEN -TAG" for final storm water drainage ted with House. Pool. R Commercial Construction Proiects tseptemher zoim STEP 1 — Ensure your site is properly graded and drains as indicated on the approved plan. • STEP 2 - Stabilize your site and install final cover (grass, stone, landscaping, etc.) or structural BMP's before you call in for a "Final Drainage Inspection." • STEP 3 — Call & request "Final Drainage Inspection' minimum of 72 hours (3 days) prior to the overall "Final" being requested for the site. Call (817-410-3010) to request inspection. Projects MUST be stabilized through the installation of final cover or BMP's before they will be approved and a "GREEN -TAG" issued. Final cover shall consist of landscaping to prevent erosion and discharge of sediment from the site. Typically, grass and/or stone landscaping is used as final cover. As an option to final cover, BMP's may be used to prevent erosion and discharge of sediment from the site. All BMP's must be selected, installed, and maintained in accordance with specifications to ensure proper function. As a general rule, 70% of the site must have final cover. The Public Works Environmental Services Division (817-410-3333) is responsible for inspecting storm water drainage for lot and pool. The Public Works Engineering Division (817- 410-3143) is responsible for the storm water drainage design and specifications for lot and pool. Environmental Services will conduct a field inspection to compare and evaluate the "as -built" site against the plan and specifications. If the project is not built in accordance with the plans and specifications it will be denied and "RED -TAGGED." The "RED -TAG' shall serve as a Notice of Violation (NOV) and the Responsible Party shall have 48 hours to address the concerns. A second "Recall" inspection will be conducted after 48 hours or sooner at the request of the Responsible Party. If the site is in compliance a "GREEN= fAG" will be issued and the site will be released/approved. If the site is "RED -TAGGED" for the second time a written NOV will be issued and the Responsible Parry will be charged a fee. What is a BMP? A Best Management Practice (BMP) is a method or combination of methods used by the builder to manage and prevent unauthorized discharge of storm water. Some examples of Structural BMP's may include, but may not be limited: silt fence- Curies, erosion control blankets. compost socks, rock rip rap, compost, mulch, waddle's, etc.