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S 647AB AND 648A INST# 2021-00961 SNEED INDIANOLA RVn � 6�'+4�oi�EjbWmW ���oe�m0��1�': ! � ----�, ���.-s+moo►���Is.��fa,�,��®,r: �e,� : ,�,� _ _ p►�wN���'1►-ft 5N���'�►���►���' �I a' Q Q DRAY RV SPACES S CNECI OTY. DESCRIPTION S.M r D2 5 BACKAN 02F ALL ADAACCESSIBLE SCALE: / FROJECT�� ROADS T., L=� OTY. ROAD WIDTH REVISIC T A 25' B 1 50'XW ALL RADII SHALL BE 20' UNLESS OTHERWISE `l \ .\p STATED E e 9 ! ?z F (n I w w z z W May W m 0 3 z I Q J a z z w �1 OVERALL SITE PLAN a Q C1 scNE:r:,6' 0 O J J wy a FLooDPLADR APPROVAL w Z > w CALHOUN COUNTY APPRAISAL DISTRICT COMMISSIONERS COURT CERTDFICA7E OF APPROVAL ACCORDING 57 THE FLOOD INSURANCE RATE MAP 16. FOR E SUB,N COUNTY, TEXAS, COMMUNITY PANEL % Q O f NUMBER A IS A S 225E, EFFECTIVE DATE OCTOBER 16.201A, THE DAMONT PROPERTY IS LOCATED IN ZONE 1 HEREBY CERTIFY THAT THEE VALOREM TAXES ON THE LAND INCLUDED WITHIN THE BOUNDARIES OF THIS THE COWMISSIONE C�yRT MEETING IN REGULAR SESSION ON THE w Z N AF,. WRICH I9A SPECW.PIAOO HAZARD AREA33UBJECTTOINUNDATION BYTRE I%ANNUN. CHANCE FLOOD PLAT ARE PAID POR THE TAX YEAR 20Z0 AND ALL PRIOR YEARS. l "`} F,AL+h! 2021APFROVEDINFRASTRUCHIRE 0 Q Q j AND WHERE BASE FLOOD ELEVATIONS ARE DETERMINED TO BE ELEVATION IO FEET. DEVEIO PIAN. wO J A DEVELOPMENT PERMR IS REQUIRED PROM THE FLOOD PLIiN ADMINISTRATORS OFFICE, 211 SOUTH ANN IF APPLICABLE, THE ABOVE -DESCRIBED PROPERTY HAS/IS RECE-G SPECIAL APPRAISAL BASED ON ITS USE, W z U Z J STREET, SUN'E 301. PORT LAVACA. TEXAS, 77979. (361) 553 - M00. AND ADDITIONAL ROLLBACK TAXES MAX BECOME DUE BASED ON THE PROVISIONS OF THE SPEC4V. APPRAIa !�� O Q Q (COMPTROLLER RULE 9.30Q)OR PROPERTY ON= FROM ME APPRAISAL ROLL AS DESCRIBED UNDER TAX -�\ = ZD `' CODE SECTION 25.21 IS NOT INCLUDED IN THIS CERTIFICATE I'1'AX CODE SECTION 31.W(BII• H. y jyY6R, ODUATR E I" O w OlQ n HIS THE DAT OF, 2021. ) V W O aDONNA TNIA➢MN ul _� = W PLOD eTMTOR J N. , ➢A � MIBEEIOHER PRECHICT.1 Z APINWSBR (ry N COUNTY CLERK CERTIFICATE Q HEALTH ENT APPROVAL ENGIREEWS CERTIFICATE STATE OFTEXAS ap COUNTY OF CALHOUN LL (WOW ALL MEN BY THESE PRESENTS THALLBERKSHALLBECONNECI'ED TO THE GBRA PUBLICWATER SUPPI.YANOSEWERSTSTEMAND yyt ��Pa`pes¢�3 yN{�y 1 Z ON IL TE NMA CTED TO A NEW PERMITTED FUNCTIONAL 099F APPROVED BY THE TEXAS COMMISSION I, SCOTT P. MA30N, HEREBY CERTIFY THAT Mil I1M�'lIT1YM1AliI� Mi�Y�f' IV'i:► hN �1M1'M■'M �� � I ON ENVIRONMENTAL QUALITY OR ITS AUTHORIZED AGENT'. 1. TO THE BEST OF MY ABILITY. IDESIGNED THIS INFRASTRUCTURE ME MPM LPIANNRACCORDANCE WITH _�py�_ THE GENERALWITNS OF THE COUNTY OF CALHDUN, WRH WHICH I AM COMPLETELY FAMIL OF AN➢ . ViCTOAf7x .�,INTYSI,HWC H&WTH DEPARTMEAT ACCORDANCEANC THE ORDINANCES AND [N GAND TH 3 GOVERNING THE WHICH ARE CLEAR OP LAND. EXCEPT WHEREA VARIANCES R6QUESIEDIN WRTITNG AND THE RCASONS FOR WHICH ARE CLEARLY STATED. FILED AND RECORDED EIMROAMEI/TAL i¢ALTx ➢1Ylmon 2. ALL PROFQSED UTIMTY MAINS ARE ADEQUATE TO SERVE THE DEVELOPMENT. _--� �\\\ OFFICIAL PUBLIC RECORDS 2821-➢0961 CALHOUN CO. E911 EMERGENCY COMMUNICATIONS DISTRICT ` — L- J —�P' OF TFfi I] 'P 1 Fee S78.mp �'� � I 03Aii 9COYF P. yANOA, P.E. i1: 11I 1 11 :07 AN cwll��an I. II PARK MEETS MEHARRENT S I REQ IREME STRUCTURE DEVELOPMENT PLAN OF SNEED INDIANOW PROFES6IONAL EAOINEBR i•�.:.............. T'// FILE NO. RV PARK MEETS THE CURRENT 911 REQUIREMENTS. TEAAE RE018TRATIOH NO. 127E93 P. MASON •♦. j .� 'e¢ )A93.002 CM.E I < T27893 (" N9 M t TAW ENGU EERS, INC. 9p:, // R a c (� JOB NUMBER: _. • L✓ TREF NO. F-09168 11 F, �'ENSEO�Npi GlnwacCcu�.rr,cie:as 1171T+� DISTRICTCOORDIAATDR PORT IAVACA, TEXAS 77979 x,\?roNAL== 7989.002 13511332-N0.55 PHONE (36H 552-6509 SHEET NO. 03. 08.2 t Cl A 5 06 x 5? 3 0 UTILITY RESERVE v Al2 % rgNVNfNBY: f9�0 y,916 - - I 8PM CHECKED BY: . t 90 f 99 qq TA 'I Tc DO 0� 19, S. MASON DATE: 02JI0121 -9 O6 I SCALE: 1:TB' REVISION: t3 m 0 _ 1199 $- 00" E 77�0 9�'I 2,-5 UTILITY RESERVE f �( -► 2 < 1 `PROP • of � // 13M x00'l 1 I L1 E m � 4l 9 GRADETB.DBAM IGy Y V 10 ' ;CONO RYPAD a BE ICH— i B0' O 12.1' -r' -'J--- 'L 99 -- -- �Nb$--- N 45 WOW 1001w N 45'00'00" w GRADE i GRAGB To DwuN I ao�Igta(4 I +Jt6�_...+g(Lf+�'r{aR- RESERVED FOR i G/ RMETo GNAN S TURN AROUND AND EMERGENCY - (UNIMPROVED ROW) ACCESS (NO PARKING) I oDRNN 1 DIMENSIONAL & GRADING PLAN C2 SCALE:I IS J 1 N:1 3 ],-41S: P" • 1 E: .]83,500398 9 >j EL 8B �PJ D - � � 1G' W I PAVING NOTES: W c� = PREP AND SUBGRADE Z 1. STRIPAND REMOVE ALL VEGETATION. LOOSE TOPSOIL, TREES AND ROOTS WITHIN THE a CONSTRICTION AREA FOR A DEPTH OF AT LEAST SIXO) INCHES, OR UNTIL BOTTOM OF Z ::1 EXISTING TOPSOIL UYERISREACHED. REMOVEALLETUMPS, ROOTS, ECTTOADEPTH W jib � ao �-IN OF AT LEAST ONE(l)FOOT BELOWTHE EXISTING GROUND SURFACE • � _ 2. SUBGRADEPREPARATION: PRIORTO PLACEMENTOF IMPORTED FILL, SCARFYTHEARFAS TO BE FILLED TOA MINIMUM DEPTH OF 9-INCHES TO BOND THE EXISTING MATERIALS. IMPORTED Y FILL MATERIALS. WHEN REQUIRED TO ACHNWE RNAL SUBGRADE ELEVATION, SHALL SE CHOSEN O 0 THATEXHISIT SIMILAR CLASSIFICATION AND PHYSICAL PROPERTIES AS THE ON SIT -SAMPLES ,� O OF THE FILL MATERIAL SHALL BE MADE AVAILABLE TO THE OWNERS TESTING LABdRATORV T DAVS PMORTOPIACEMENT. SUBGRADE FILL WHETHER IMPORTED OR EXCAVATED ON -SITE. SXALLBE PLACEDIN S' LOOSE LIFTS AND COMPACTEDTO 95% STANDARD PROCTOR DENSITY (AST.Dfi9E) Tail x ATA MOISTURECONTENTWITHINBEIWEEN-255DRY&•2%WETOFC IMUM, V S S ORCEFINALSUBGRAA PIECE LEVATION SCRAPER TRUCK PROOF -ROLLED WITH A PIECE OF EARTHWORKE QUIP E THEEXPOSEDSCRAPER OR DUMP EARBEETHWORK EQUIPMENT /A =UO SOFTOR ONEBOFLATEWINAL. REMOVEANY• WEIGHAG LEAST R1-00NT(MOTS OF MOVER TONS) TECTED V N NCILUSE OBJECTIONABLE MATERIAL DETECTED BY THE PROOf ROLLING fl REPLACE WITH COMPACTED FILL ECTIONTfERAI- BY PS DESCRIBED IN NOTE 2 ABOVE 3. LIME STABILIZED SUBGRADE(TOP SIX(6)INCHES) SHALL BE STABILIZED IN ACCORDANCE WITH THE FOLLOWING: TXDOT(2(-)ITEM RD Z A SUBGRADE SO&S SHALL BE TREATED WITH LIME IN ACCORDANCE WITH OR IW—CURRENT. AFTER PROPER MIXING, THE TREATED SUBGRADE SHALL BE COMPACTED .f \ —DARD TOR(ASTM O89B)ATA MOISTURE LONTENTBETWEEN OPTIMUM J AND •3%OF OPTIMUM, A D-3%OF B. THE APPLICATION RATE FOR THE LIME IS ESTIMATED TO BE S% BY DRY WEIGHT. THIS O. ` F- / Z PERCENTAGE IS TYPICALLY EQUIVALENT TO ASCUT 30 LBSISYD OF LIME PER S'STASILIZED Q DEPTH. THE APPLICATION RATE FOR THE LIME SHALL BE VERFIEO BYTHE OWNERS TESTING Ix J LABORATORYAFTER THE FINAL GRADE HAS BEEN ACHIEVED AND ADJUSTMENTS IN THE CC a Q APPUCATION RATE MAY BE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL ALLONY 96 C O. U HOURS FOR THIS TESTING TO BE PERFORMED. C. TRAFFIC SHALL BE KEPT OFF OF THE TREATED SUBGRADE FOR] DAYSTO FACILITATE CURING. J 0 Z THE STABILIZED SUBGRADE IA NOTSUITABLE FOR HE CCNSTRULTON TRAFFIC PRO.' TO O J W 0 PAVING. W Z = K Q d'W Q D F LIMESTONE SURFACE; W ''�1^L V 5- UMESTONEPAVING SHALL BE CRUSHED LIMESTONE TYPEA. GRADE I OR2PERTXDOT ITEM 247. COMPACT TO9 STANDARD PROCTOR DENSITY (ASTM DRIB) 0 Q Q j W U Z 0 CONCRETE SURFACE: Z R• — O Q J S. CONCRETE SHALL MEET THE REQUIREMENTS OF T OT(BXN)ITEMAZ1-HYDRALUG CEMENT Z= Q G CONCRETE.CIPSSA. WITHTHEFOLLOWINGMODIHCATIONS: MINIMUM 29-DAY COMPRESSIVE STRENGTH OF 3,300 PSI; SLUMPS— RANGE FROM4 MCHESTOS-IQ INCHESATTHE POINT F Z V W O :Cr'�\'—NATIPPLGROUND OFPIACEMENT. / ]STEEL REINFORCEMENT SHALL MEET THE REQUIREMENTS OFASTMA315ANDGRADE60.�fZ N L fill SEE CHART BELOW. W 2 TYPICAL ROAD SECTION U) iA C2 SCALE .NTS 9 p o CRUSHED LIMESTONE SEE PREP AND SUBGRADE NOTES. Z OB IMPORTED PILL WHERE RE -RED) SEE PREP AND 5UBGRADE NO ES. PAVEMENT PARAMETERS DESCRIPTION SUBGRADE }ryICNNE59 RENFORCEMENi UME3TONf B'LIME STA90.12f0 B' WA RV SITE CONCRETE SLIME STABILIZED p3 BA:iS®1B"O.CBW PETER CONCRETE e'LINE STABILN B' eAR5�13.OGB.W I n FILE NO. I 'D +4 YJ9O A . 12•PVC CAMNa }�. .. .ti 03 r"333�v' pq -.t r(frotERV r 86RiwwRv - �# sir mxeani ! rrm SURFACING TO MATCH EXISTING WHERE SEE APPLICABLE BECPON- eNx U.S. MlM j%P111"1NT TABILIZED SAND S4.PLACEINB"LOOSELIFTS. BVVIBRATORYEQUIPMENT TANDARD (ASTM me), RUN SAND PER NOTE # 1. E IN MAXIMUMPACT SYVIBRATORY EQUIPMENTD%STANDARD (ASTM ONS) UTILITY EMBEDMENT C'- SCKE:NTS (TRAFFICARFAS) UTILITY PLAN C3 SCALE 1.16 S 5 ) A _ d�—��' a r 5" D ON BACKFRL REQUIRED { IF CLEARANCE a 12" O;` (Ij.-PIPE BEDDING HAUNCHING-SMO.D. -FILL II Vi �IFMIN. kD PIPE EMBEDMENT MNK RUN SAND PER NOTE P I. PIFFOD. PLACE IN NUG.UM a"LOOSE LIFTS. '� B VIBRATORY EQUIPMENT TO SP%STANDARD (ASTM GRB) �6 UTILITY EMBEDMENT Cz SCALE:NB (UMITEDCWERAREAB) 15 �N IS STANDARD CASTING PLUS c•xzsuB � r-10• Loxo ENCASE IN 3"GOING 2 MAIN CLEANOUT C3 SCALE: NTS DOUBLE BRONZE TAPPING SADDLE FORDDS 3N'ADWP SERMDE WITX IP THREADS ONE FROM MANTO MNNiO BN'PEDESTAL 3M' CORPORATION STORFORD MODEL 11IDOJ INSTALLEDINACCORDANCE-11 MANUFACTURERS RECOMMENDATIONS ORA➢PROVED EQUAL 3 SINGLE WTR SERVICE DETAIL C3 SCALE: NTs /-MCLEANOUTPLUG 9 DIRECTEDTrPPROVIDE MIN. 18'DIAx O"GONG. PAD F YOWNER IYMERENOT PARTOFARVUTILDY .G. ELEV. B SERVICE PAD RVSITE PAD �6 PIPESRE FI I PVC SONAO 3 r 2.5 8"PVC SDR ZB SWR PIP r 5.8 DIRECT _ OF - RV SITE CLEANOUT DETAIL s3- IRSICI OPENING I-EYEL TO N EMBEDMENT GENERAL NOTES N.G.OR PLAN ELEV. COMPACMIH OR ELAx ELEvxilOx 1. BANK RON SAND SHALL BE EP, SW OR SM PER US C (ASTM DZCBT) AND SHALL HAVE THE FOLLOWING PROPERTIES -LESS THAN 15% PASSINGA ITHA EVE; LESS N 3%CLAN LUMPS; LINES 1TYP,ITER PI<T: ILL <25. 6 Z. CEMENT STABILIZED SAND SHPLL CONTAINA �bI MINIMUM OF 1 12 SACKS OF CEMENT PER CUBIC 1+� 1E SETTQND OVEN SPECIFIED ASOVESHALL BANK RUN SAND AS Fxcn GRU LND r BANKxRUN SAND PER NOTE P t. 1 PLACE IN MAXIMUM LOOSE LIFTS. CgAPACT BY VIBRATORY EQUIPMENT TO W V. STANOARD (ASTM —I UTILITY EMBEDMENT SCALE:NTS (NOWTRAFFN:ARFAS) a J O > N zz ZE� J Q 0W d LIo F 0G J Q 2O F z � W W Z N IQ FILE NO. I