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S 651AB, 652A Ifrastructure Development Plan Uncle Mike's Powderhorn RV Park.PDF— — — — — — _ �R'.. 2. -- i t gF r t r Lri x_�a�,: F rs 1 ......�,� f _ — — — — — — — — — — _ _ — '_' — — N90000'00"E — �x ' e , \ \\ \ 44 43 42\\41 \\40\\39\\38\ \52\�51 \\50\\49\\48\\4'7\\46\\45\\ \\ \ R y r-l.� 3 �`�'•� �� �• ��, {�..'�"�` K"S�.': �'�� .aYs 11 I 1 I t a�)..."I'"r.—`_L '7'$�' , ;x r 4,r — .._ SITE OVERALL C 1 SCALE: 1:60' FLOODPLAIN APPROVAL ACCORDING TO THE FLOOD INSURANCE RATE MAP (FIRM) FOR CALHOUN COUNTY, TEXAS, COMMUNITY PANEL NUMBER 48057CO225E, EFFECTIVE DATE OCTOBER 16, 2014, THE SUBJECT PROPERTY IS LOCATED IN ZONE VE (EL 12 FEET), WHICH IS AN AREA SUBJECT TO 100-YEAR FLOODING WITH BASE FLOOD ELEVATION AT TWELVE (12) FOOT. A DEVELOPMENT PERMIT IS REQUIRED FROM THE FLOOD PLAIN ADMINISTRATORS OFFICE, 211 SOUTH ANN STREET, SUITE 301, PORT LAVACA, TEXAS, 77979, (361) 553 - 4400. LADONNA THIGPEN FLOODPLAIN ADMINISTRATOR HEALTH DEPARTMENT APPROVAL THE RV PARK SHALL BE CONNECTED TO A PERMITTED FUNCTIONAL ON -SITE SEWAGE FACILITY (OSSF) APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY OR ITS AUTHORIZED AGENT. VICTORU"COUNTYTIUBLIC HEALTH DEPARTMENT ENVIRONMENTAL HEALTH DIVISION CALHOUN CO. E911 EMERGENCY COMMUNICATIONS DEISTRICT I, HEREBY CERTIFY THAT THE FOREGOING INFRASTRUCTURE DEVELOPMENT PLAN OF UNCLE MIKE'S ERHORN RV PARK MEETS THE CURRENT 911 REQUIREMENTS. DON RAQUEL MO&ALES DISTRICT COORDINATOR (361) 552-5455 CALHOUN COUNTY APPRAISAL DISTRICT I HEREBY CERTIFY THAT THE AD VALOREM TAXES ON THE LAND INCLUDED WITHIN THE BOUNDARIES OF THIS PLAT ARE PAID FOR THE TAX YEAR 2.0 7 O AND ALL PRIOR YEARS. IF APPLICABLE, THE ABOVE -DESCRIBED PROPERTY HAS/IS RECEIVING SPECIAL APPRAISAL BASED ON ITS USE, AND ADDITIONAL ROLLBACK TAXES MAY BECOME DUE BASED ON THE PROVISIONS OF THE SPECIAL APPRAISAL (COMPTROLLER RULE 9.3040) OR PROPERTY OMITTED FROM THE APPRAISAL ROLL AS DESCRIBED UNDER TAX CODE SECTION 25.21 IS NOT INCLUDED IN THIS CERTIFICATE [TAX CODE SECTION 31.08(B)I. S E THIS THEN D Y OF ✓ij 2021. JES W.HUBBELL CHIEF APPRAISER ENGINEER'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS I, SCOTT P. MASON, HEREBY CERTIFY THAT 1. TO THE BEST OF MY ABILITY, I DESIGNED THIS INFRASTRUCTURE DEVELOPMENT PLAN IN ACCORDANCE WITH THE GENERAL PLANS OF THE COUNTY OF CALHOUN, WITH WHICH I AM COMPLETELY FAMILIAR, AND IN ACCORDANCE WITH THE ORDINANCES AND REGULATIONS GOVERNING THE DEVELOPMENT OF LAND, EXCEPT WHERE A VARIANCE IS REQUESTED IN WRITING AND THE REASONS FOR WHICH ARE CLEARLY STATED. 2. ALL PROPOSED UTILITY MAINS ARE ADEQUATE TO SERVE THE DEVELOPMENT. JWOI T SON, P.E. Z E OF rp 1 ESSIONAL ENGINEER ii �j�p'•••• '•:q' iI TEXAS REGISTRATION NO. 127893 00 ...........................:•.* ./ G&W ENGINEERS, INC. / SCOTT P. MASON /................................ TREF NO. F-04188 205 W. LIVE OAK /t .o'• 1278 9 3 Of PORT LAVACA, TEXAS 77979 '�I�D.o'••��CENS'L�:� • ���� PHONE: (361) 552 - 4509 1t �ss10N .... 0; . 0S VICINITY MAP NOT TO SCALE RV SPACES QTY. DESCRIPTION 50 BACK -IN 2 ADA ACCESSIBLE ROADS QTY. ROAD WIDTH 4 A 2U-0" 1 B 50'-U' ALL RADII SHALL BE 30' UNLESS OTHERWISE STATED GENERAL NOTES 1 STATISTICAL DATA: A.) GROSS AREA - 4.18 ACRES* B.) RV SITES - 52 TOTAL 2. SANITARY SEWER: A TCEQ APPROVED AND PERMITTED ON -SITE SEWAGE FACILITY (OSSF) SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE & FEDERAL REQUIREMENTS. OSSF SHALL BE CAPABLE OF PROCESSING THE REQUIRED DESIGN FLOWS OF THE FULLY CONSTRUCTED RV PARK. 3. POTABLE WATER: PARK PHASE 1 (14 SPACES) TO BE SERVED BY PRIVATE WELL. AT TIME OF EXPANSION OR MORE THAN 14 SPACES A TCEQ APPROVED AND PERMITTED PUBLIC WATER SYSTEM (PWS) SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE & FEDERAL REQUIREMENTS. THE PWS SHALL BE CAPABLE OF PRODUCING THE REQUIRED DESIGN FLOWS OF THE FULLY CONSTRUCTED RV PARK. SEE TCEQ PUBLIC WATER SYSTEM (PWS) SUBMITTAL FOR DETAILED SPECIFICS. 4. ELECTRICAL UTILITY: ELECTRICAL DESIGN SHALL BE PERFORMED BY OTHERS AND SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS. 5. STORM SEWER: STORM WATER RUNOFF PRODUCED BY THE PARK TO BE CAPTURED IN THE SWALE RUNNING ALONG THE MIDDLE OF THE RV PARK WHERE IT WILL FLOW TO OUTFALL AT DRAINAGE DISTRICT DITCH AT RATE LESS THAN THE EXISTING CALCULATED FLOW TO THE DITCH FROM THE PROPERTY. *BOUNDARY AND ACREAGE ACCORDING TO THE FINAL PLAT OF THE RV PARK SUBDIVISION FILED AND RECORDED IN THE COUNTY OF CALHOUN, TEXAS IN THE OFFICIAL PUBLIC RECORDS. DRAWN BY: ZLR CHECKED BY: S. MASON DATE: 3/3/21 SCALE: 1:60' REVISION: Go o � w z w a bo w b z m a a � d U z F z O • ry W c7 W Z Z W C7 Z W W 06 z L'J z w • HLL YYVKf� an/ALL %►VIYIP'LT FULLY WITH THE CURRENT Z STANDARDS OF THE AWWA, Y TCEQ CHAPTERS 290 & 217, IL H (L COMMISSIONERS COURT CERTIFICATE OF APPROVAL Z > THE COMMISSIONERS COURT MEETING IN REGULAR SESSION ON THE W Q Oi il DAY OF, PNMM 2021 APPROVED INFRASTRUCTURE G Z I` Z DEVEL NT PLAN. a N Ii Oi c O 0 w� HARD H. YER, Z a 'OUrfrY WDGE W > W g Fw oIII a z< WU DAVID L COMMISSIONER PRECINCT #1 W O Q j W a=>J COUNTY CLERK CERTIFICATE I g STATE OF TEXAS COUNTY OF CALHOUN L) Q W 2021-01389 PLAT Total Pages: 3 = O mill prippW I�IIYI���14W1'h�11'sil'fiW;����W+� it III �LIJ a a v� FILED AND RECORDED OFFICIAL PUBLIC RECORDS 2021-01389 U. Z PLAT Fee: $76.00 04/14/2021 02:38 PM cblevins Anna Goodman, County Clerk Calhoun County, Texas SLIDE NO. 651 AB, 652A 11 FILE NO. 8677.002 Civil.d;9 JOB NUMBER: 8677.002 SHEET NO. C'1 GRAVEUPAVING SURFACING TO MATCH EXISTING WHERE /- SEE APPLIC F PAVEMENT SECTION. WIDE WARNING TAPE FOR WATER _ COi co & SANITARY SEWER LINES (TYP.) z TYR CEMENT STABILIZED SAND PER NOTE #2. PLACE IN 8" LOOSE LIFTS. COMPACT BY VIBRATORY EQUIPMENT ° TO 95% STANDARD (ASTM D558). QQ� BANK RUN SAND PER NOTE # 1. PLACE IN MAXIMUM 9" LOOSE LIFTS. 'O COMPACT BY VIBRATORY EQUIPMENT TO 90% STANDARD (ASTM D698) Zn UTILITY EMBEDMENT C2 SCALE: NTS (TRAFFIC AREAS) END OF PAYMENT FOR PIPE STORM SEWER i �{ a � a a a 4" 6 0 vil STORMSEWER CEMENT STABILIZED SAND PER NOTE #2. PLACE IN 8" LOOSE LIFTS. COMPACT BY VI TORY EQUIPMENT IQ % D (ASTM D558). PAVEMENT CSS BACKFILL REQUIRED IF CLEARANCE < 12" 0 o C) PIPE BEDDING PIPE a (B) HAUNCHING - 1/4 O.D. T a © CSS BACKFILL 6" MIN. OD PIPE EMBEDMENT __ BANK RUN SAND PER NOTE # 1. PIPE O.D. + 12" PLACE IN MAXIMUM 9" LOOSE LIFTS. - COMPACT BY VIBRATORY EQUIPMENT TO 90% STANDARD (ASTM D698) 3 UTILITY EMBEDMENT C2 SCALE: NTS (LIMITED COVER AREAS) i MIN. 22' 5" MIN. mamamalmmallum1 L� :y 1 5 TYPICAL DITCH SECTION C2 SCALE : NTS 6.. 5" MIN. 6" MIN AO 4:1 SLOPE UNLESS NOTED OTHERWISE ON PLANS. 6" SAFETY END TREATMENT �4 v` SCALE: NTS TRENCH OPENING LEVEL TO MATCH N.G. OR PLAN ELEV. NATURAL GRADE ELEV. AFTER COMPACTION OR PLAN ELEVATION 6" WIDE WARNING TAPE FOR WATER r & SANITARY SEWER LINES (TYP.) w°D f VFINAL BACKFILL COMPACTED TO ELIMINATE SETTLING OVER Z Z TRENCH x: EXISTING GROUND I x' BANK RUN SAND PER NOTE # 1. PLACE IN MAXIMUM 9" LOOSE LIFTS. g <, COMPACT BY VIBRATORY EQUIPMENT TO 90% STANDARD (ASTM D698) j 1'4' MAX. I ' 6" MIN. 7 UTILITY EMBEDMENT CZ SCALE: NTS (NON -TRAFFIC AREAS) 6 TYPICAL ROAD SECTION C2 SCALE: NTS O CRUSHED LIMESTONE SEE PREP AND SUBGRADE NOTES. © IMPORTED FILL (WHERE REQUIRED) SEE PREP AND SUBGRADE NOTES. EMBEDMENT GENERAL NOTES 1. BANK RUN SAND SHALL BE SP, SW OR SM PER USC (ASTM D2487) AND SHALL HAVE THE FOLLOWING PROPERTIES: LESS THAN 15% PASSING #200 SIEVE; LESS THAN 2% CLAY LUMPS; PI < 7; LL < 25. 2. CEMENT STABILIZED SAND SHALL CONTAIN A MINIMUM OF 1 1/2 SACKS OF CEMENT PER CUBIC YARD. THE SAND SHALL BANK RUN SAND AS SPECIFIED ABOVE. DRAWN BY: PAVING NOTES: STORM SEWER GENERAL NOTES ZLR PREP AND SUBGRADE A. BACKFILL/BEDDING CHECKED BY: 1. STRIP AND REMOVE ALL VEGETATION, LOOSE TOPSOIL, TREES AND ROOTS WITHIN THE S. MASON CONSTRUCTION AREA FOR A DEPTH OF AT LEAST SIX(6) INCHES, OR UNTIL BOTTOM OF 1. STORM SEWER PIPE & STRUCTURE BEDDING DATE: EXISTING TOPSOIL LAYER IS REACHED. REMOVE ALL STUMPS, ROOTS, ECT. TO A DEPTH TO HAVE CEMENT STABILIZED SAND WHERE 313121 OF AT LEAST ONE(1) FOOT BELOW THE EXISTING GROUND SURFACE. STORM SEWER PIPING IS CROSSING UNDER .ANY ROAD OR ACCESS WAY & SHALL CONTAIN A SCALE: 2. SUBGRADE PREPARATION: PRIOR TO PLACEMENT OF IMPORTED FILL, SCARIFY THE AREAS TO BE MINIMUM OF 1Y SACKS OF CEMENT PER CUBIC 1:60' FILLED TO A MINIMUM DEPTH OF 9-INCHES TO BOND THE EXISTING & NEW MATERIALS. IMPORTED YARD. SAND SHALL BE SP, SW OR SM PER USC FILL MATERIALS, WHEN REQUIRED TO ACHIEVE FINAL SUBGRADE ELEVATION, SHALL BE CHOSEN (ASTM D-2487) & SHALL HAVE THE FOLLOWING REVISION: THAT EXHIBIT SIMILAR CLASSIFICATION AND PHYSICAL PROPERTIES AS THE ON SITE SOILS. SAMPLES OF THE FILL MATERIAL SHALL BE MADE AVAILABLE TO THE OWNER'S TESTING LABORATORY 7 DAYS PROPERTIES: PRIOR TO PLACEMENT. SUBGRADE FILL, WHETHER IMPORTED OR EXCAVATED ON -SITE, SHALL BE < THAN 15% PASING #200 SIEVE PLACED IN 6" LOOSE LIFTS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) < THAN 2% CLAY LUMPS ' AT A MOISTURE CONTENT WITHIN BETWEEN -2% DRY & +2% WET OF OPTIMUM. PI < THAN 7 CC) LL < 25 p Z 0 3. ONCE FINAL SUBGRADE ELEVATION HAS BEEN ACHIEVED, THE EXPOSED SUBGRADE SHALL BE I 0 PROOF -ROLLED WITH A PIECE OF EARTHWORK EQUIPMENT (MOTORIZED SCRAPER OR DUMP TRUCK 2. COMPACTED SAND BED SHALL BE A Z WEIGHING AT LEAST 20 TONS) TO DETECT SOFT OR LOOSE ZONES OF MATERIAL. REMOVE ANY FREE -DRAINING SAND OR SMALL GRAVEL WITH Z OBJECTIONABLE MATERIAL DETECTED BY THE PROOF ROLLING & REPLACE WITH COMPACTED FILL LESS THAN 5% PASSING A #200 SIEVE, OR AS DESCRIBED IN NOTE 2 ABOVE. GRAVEL CONFORMING TO ASTM C33. MAXIMUM � A+ � � 4. LIME STABILIZED SUBGRADE (TOP SIX (6) INCHES) SHALL BE STABILIZED IN ACCORDANCE WITH PARTICLE SIZE IS Y", MINIMUM IS #4. • THE FOLLOWING: p A. SUBGRADE SOILS SHALL BE TREATED WITH LIME IN ACCORDANCE WITH TXDOT (2004) ITEM 260, B• CONCRETE: OR MOST CURRENT. AFTER PROPER MIXING, THE TREATED SUBGRADE SHALL BE COMPACTED W 3. PRECAST CONCRETE STRUCTURES & TO 95% STANDARD PROCTOR (ASTM D-698) AT A MOISTURE CONTENT BETWEEN OPTIMUM 'd ASSOCIATED PIECES TO MEET H-20 LOADING AND +3% OF OPTIMUM. REQUIREMENTS. CONCRETE TO BE 5,000 PSI z I— B. THE APPLICATION RATE FOR THE LIME IS ESTIMATED TO BE 6% BY DRY WEIGHT. THIS CONCRETE WITH REINFORCING PER ASTM A-615 v� '-' E. PERCENTAGE IS TYPICALLY EQUIVALENT TO ABOUT 30 LBS/SYD OF LIME PER 6" STABILIZED OR A-185. tko 1-4 DEPTH. THE APPLICATION RATE FOR THE LIME SHALL BE VERIFIED BY THE OWNER'S TESTING LABORATORY AFTER THE FINAL GRADE HAS BEEN ACHIEVED AND ADJUSTMENTS IN THE C. REINFORCING STEEL: U z co APPLICATION RATE MAY BE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW 96 F z 0 N HOURS FOR THIS TESTING TO BE PERFORMED. 4. REINFORCING STEEL SHALL CONFORM TO - E- C. TRAFFIC SHALL BE KEPT OFF OF THE TREATED SUBGRADE FOR 7 DAYS TO FACILITATE CURING. ASTM DESIGNATION A615, GRD. 60 (fy = 60,000 psi). • THE STABILIZED SUBGRADE IS NOT SUITABLE FOR HEAVY CONSTRUCTION TRAFFIC PRIOR TO U PAVING. 5. REINFORCING BARS SHALL BE SUPPORTED, y SPACED & ACCURATELY SECURED IN PLACE BY W BOLSTERS, SPACERS OR CHAIRS IN W z LIMESTONE SURFACE: ACCORDANCE WITH SPECIFICATIONS FOR 5. LIMESTONE PAVING SHALL BE CRUSHED LIMESTONE TYPE A, GRADE 1 OR 2 PER TXDOT ITEM 247. PLACING REINFORCEMENT & FOR PLACING z COMPACT TO 95% STANDARD PROCTOR DENSITY (ASTM D698). ACCESSORIES MEETING THE REQUIREMENTS OF �O CONCRETE SURFACE: THE ACI MANUAL OF STANDARD PRACTICE FOR z DETAILING REINFORCED CONCRETE C/] 6. CONCRETE SHALL MEET THE REQUIREMENTS OF TXDOT (2004) ITEM 421 -HYDRAULIC CEMENT STRUCTURES. W CONCRETE, CLASS A, WITH THE FOLLOWING MODIFICATIONS: MINIMUM 28- DAY COMPRESSIVE02 +? STRENGTH OF 3,500 PSI; SLUMP SHALL RANGE FROM 4 INCHES TO 6-1/2 INCHES AT THE POINT 6. THE MINIMUM CLEAR COVER MEASURED FROM OF PLACEMENT. THE SURFACE OF CONCRETE TO ANY 14 ID REINFORCING BAR SHALL BE 2", EXCEPT AS U' p 7. STEEL REINFORCEMENT SHALL MEET THE REQUIREMENTS OF ASTM A615 AND GRADE 60. OTHERWISE SHOWN ON PLANS, z SEE CHART BELOW. � PAVEMENT PARAMETERS DESCRIPTION SUBGRADE PAVEMENT THICKNESS REINFORCEMENT LIMESTONE 6" LIME STABILIZED TOR 10" N/A RV SITE CONCRETE 6" LIME STABILIZED 5" #3 BARS @ 18" O.C.B.W DUMPSTER CONCRETE T;_LIME STABILIZED 8" #6 BARS @ 18" O-C.B.W 7. ALL DIMENSIONS RELATING TO REINFORCING STEEL SHALL BE TO THE CENTER OF THE BARS, Z UNLESS NOTED OTHERWISE. z D. MATERIALS & CONNECTIONS: W �p 8. HDPE STORM SEWER PIPE TO MEET AASHTO M294 TYPE S REQUIREMENTS. PIPE TO HAVE A SMOOTH INTERIOR DIAMETER & ANNULAR -CORRUGATED EXTERIOR. MANNING S "N" VALUE FOR USE IN DESIGN SHALL NOT Z EXCEED 0.010. PIPE JOINTS TO HAVE BELL & V i SPIGOT MEETING AASHTO M294 WITH BELL J a/ INTEGRAL TO PIPE & PROVIDE A MINIMUM a PULL -APART STRENGTH OF 400 LBS & HAVE SILT -TIGHT GASKET PROVIDED & INSTALLED BY �. Q. Z . PIPE MANUFACTURER SPECIFICATIONS SITE GRADING AND DRAINAGE HANCOR HI-Q SURE-LOK PIPE OR APPROVED W SCALE: 1:60' TG 4.62 FL4.12 .. w.,.. - TG 4 62 ,_ TG 4.62 CONSTRUCT SWALE ��_------------------ ----------------~-- 13 / TG 4183 N90000'00"E O 49 4$\47\\46\\45\\44\\43\\42\\41�\\40 \39\\38\ 7 77 �\ .17 I \\37\�36 \35\ p \\ \\ \ ° i o iBLOCK i_ J z S9000010011w I- - I i - TG 5.45 v �n HIGH POINT - - - -- __o. \3 2\\3 3 3,4\ tV 40 , 25, . LOT 5 � � � � LOT 1 � LOT I • LOB` v a 7 I �- N �.. p AV \\ \\ o \ 3 1\\ 30\\ 29\` 28\ • CONSTRUCT SWALE oo z TG 4.83 L.- . TG 4.83 FL 3 83 I EQUAL. Q a. PROPSET'S 1� 9. RCP (REINFORCED CONCRETE PIPE) SHALL BE a ZN .W 1: SS CONSTRUCTED OF CLASS III REINFORCED LL FL 2.62 CONCRETE PIPE AND INSTALLED IN O O W ~ v TG 3.82 I ACCORDANCE WITH MANUFACTURERS WRITTEN I Z X _.., _ ...._ _.._. y Q Z FL 2.82 INSTRUCTIONS. W 6i. t.. E., a Z Q '� as x •' PROP SET W r 75 1:6 SS Q cn w J V -- x PROP SET W Z t I'_ 1:6 SS W 401, 1412 �f, r • \ �. � �'=� � �.$ �r `� �a�,��s' I' � DP SET / � -" - - t- TG 4.64 FL 2.60 �. � u7 HIGH POINT 4es^' MFILE NO. 8677.002 Civil.dwg JOB NUMBER: 8677.002 SHEET NO. C2 GATE VALVE ALL WORK SHALL icompLy 41" PVC SCH 40./ FULLY WITH THE URRENT —ILL, 3W CORPORATION STOP -FORD MODEL STANDARDSO. lr,.EA~ P al I T, Pvc SUR 26 SWR PIP-; 5 !&,tI I I v-4 z Z cv Fl 100-3 INSTALLED IN ACCORDANCE WITH FLO- DIRECTION OF FLOW MANUFACTURERS RECOMMENDATIONS, 16 x I$" x W' to co OR APPROVED EQUAL CONCRETE BLOCK GLE WTR SERVICE DETAIL FIRE HYDRANT DETAIL "% ( RV SITE CLEANOUT DETAIL (3 'SIN r4 MAIN CLEANOUT �C3 SCALE:NTS 3 SCALE:NTS C3 ,scA 3 SCALE' NTS LE:NTS Z, LIM, :0 (D -4, U) 7 C.I. COLLARAND CO MARKED WATER w w 0 CL4 PROVIDE 180 SQ. 3"THICK CONC. PAD IN UNPAVED w TTO ADJUS AREA. GRADE 0 z ... ....... (D THRUSTBLOCK ... ............ 1/4 1 1/4"STRAPS UNDISTURBED r2 z G BEARIN AREA AROUND VALVE T' qTR Ll i low ......... . WAw omw -a, N� 49 5 LF 4111 AfTRUNE Ll E, low" INWJW 4wwAwAwAwA*4ww ftw LF'6 WATE *"wwm"ww*ww mo mom *"*w*ww"wv"mw I -.00 *Now LINE C\2: 236 LF 6ft "10 166 LF 6" SAN SWR LINE SAW'S z W� z w Z: 5 4 ;a\ 4 4 40\\ 4 4 ro 464 7\ 4 3 E� E'3\ 4 9\ ;o VAL %v'w E 0"k X D t: T A I L v Ar 00 OP" NTS N LL SCALE 33 Z E 3 6 lrF._LWTZ T 24 LOT 3 LOT 21 LOT 22 .41"p- ANN* LOT 19 T 20 U. 1,0T 17 18 p mow 40 ....... SANITARY SEWER,, GENERALNOTES: L__Aol ALL WORK SHALL BE PERFORMED IN .......... ... .... . .......... 3r7\\ 36" 40 ....... . 3 w ........ ACCORDANCE NTH THE, LOCAL,, STATE &FEDERAL Q PL UMBI,NG CODE AND TCEO CHAPTER 217 f AS IN ABLE. `LF 600 §%,A --------- - - I I I Z 12,1 Il - APPLIC SW!�L A� *Mow Now* 0 ... 246 LF 4 WTR LINE s wwm z z LINE wao *now swim 60 LF411 WTR *tfta�ww quom amm rmw 2. §EWER PIPE MATERIAL- comm mono doom Ammom L w- *woo =j mono Z) CELL CLASSIFICATION z SEWER MAINS SHALL BE,PVC in ff 12454-St SOR 26, AND BE INTENDED, FOR USE IN A z -S VITY SE VER IN TALLATI GRA ON. FITTINGS AND , two .... ..... ACCESSORIES, SHALL BE FURNISHED BY THE PIPE ui 0, w ...... SUPPLIER AND'SHALL CO FORM TO THE MATERIAL N 3 33\\ z 0\ 3: 0 FORMANCE REQUIREMENTS OF ....... AND PER THEE Z-, Z C) z v ----- - SHALL BE INTEGRAL WALL BEL SPIGOT TYPE CONFORMING TO ASTM D-3212 AN ON HAVE COMPRESSION' RUBBER GASKETS, low SANITARY 3. FIBERGLASS MANHOLES: ui CONFORMING TO ASTM F-477. .......... oc LOT ..... PROPO W, LOT I 0 . .. .. .. PIPE. JOINTS L AND, D kTER WELLI SED F 15 LOT ows LOT 4 ......... > RCI CONT EASEMENI) mp SHALL BE MANUFACTURED FROM COMMERCIAL 'GRADE POLYESTER RESIN OR OTHER SUITABLE uj t POLYESTER OR VINYL ESTER. RESINS WITH ........... . 01. 0 25 ......... . 2 B 3 cj ...... ..... \3E3\\Z ... . . FIBERGLASS REINFORCEMENTS. MANHOLE $HALL ......... ----- ------------ BE A ONE PIECE UNIT MANUFACTURED TO MEET .......... .. ...... SWR L NE F,6 SAN OR EXCEED ALL SPECIFICATIONS OF A.S.T M. 8 __4_'___WTR_UNE uj ITION AS MANUFACTURED BY 31 LF $0 OHM D-3753 LATEST ED . . ......... .... .......... ------ - otoollWo *0- "r S9000 LF. MANUFACTURING, INC.,GIDDINGSI, TEXAS, 1-800-237-5791 OR AN APPROVED EQUAL. IJ6 z 4. MANHOLE SHALL.HAVE A"COLLAR DAM"THAT Z PROVIDES AN AREA TO MAKE ELEVATION ADJUSTMENTS TO FINISHED TOP OF GROUND L E VAT E ION BY INSTALLATION, OF CONCRETE GRADE RINGS CONCRETE GRADE RINGS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS WRITTEN RECOMMENDATIONS 5. RING AND LIDS SHALL BE AS MANUFACTURED BY EAST JORDAN IRON,WORKS', INC. OR APPROVED -EXCEED THE AASHTO EQUAL AND, SHALL MEET OR STANDARD.M-306 FOR LOAD BEARING. MANHOLE LIDS SHALL HAVE THE WORDS "SANITARY SEWER CAST INTO THE TOP SURFACE. FILE NOM, 6'. ALL MANHOLE TO PIPE CONNECTIONS MUST BE WATER TIGHT, SIZE ON, SIE RESILIENT 8677*,002 Civil. CONNECTORS MEETING ASTM C-923. SEEDETAIL. JOB NUMBER ,P3 1­4 VER SQ. �C. MED 7. ALL INSTALLATION SHALL BE IN ACCORDANCE 8677.002 TE UTILITY PLAN WITH THE MANUFACTURERS INSTALLATION SHEET NO. INSTRUCTIONS,AND TCEQ, 3 SCALE: 1:50' CS'