Loading...
S 572A - 590B INST# 2018-01345 OVERLOOK RV PARK.pdf1 FLOODPLAIN APPROVAL ACCORDING TO THE FLOOD INSURANCE RATE MAP (FIRM) FOR CALHOUN COUNTY, TEXAS. COMMUNITY PANEL NUMBER 480097 0383 E, MAP REVISED OCTOBER 16, 2014, THE SUBJECT PROPERTY IS LOCATED IN ZONE AE (EL 8), WHICH IS AN AREA SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD. A DEVELOPMENT PERMIT IS REQUIRED FROM THE FLOOD PLAIN ADMINISTRATORS OFFICE, 211 SOUTH ANN STREET, ROOM 304, PORT LAVACA, TEXAS, 77979,361-553-445 LaDONNA THIGPEN FLOODPLAIN ADMINISTRATOR COMMISSIONERS COURT CERTIFICATE OF APPROVAL THE COMMISSIONERS COURT MEETING IN REGULAR SESSION ON THE DAY OF, 2018 APPROVED INFRASTRUCTURE DEVELOPMENT PLAN. MICHAEL J. PFEIFER, COUNTY JUDGE KENNETH W. FINSTER, COMMISSIONER PRECINCT 4 APPROVED FOR CONSTRUCTION BY THE PORT O'CONNOR MUNICIPAL UTILITY DISTRICT. ON BROWN, PRESIDENT DATE 0 185 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 Z 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)]. SIGNED THIS THE DAY OF420VC. S��w f3ai�g - JESS W BELL CHIEF APPRAISER I '000l-� 1�0 P�P�S SITS OVERLOOK R V PARK W. HARRISON A VE.--� PORT O'CONNOR,, TEXAS PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE COVER SHEET DATE 04/19/18 JOB NUMBER E22013.00 SHEET c I PAGE 1 of 19 GENERAL NOTES GENERAL NOTES PIPE MATERIALS LIST OF CONTACTS a'rr �j•�' * i MATTERS CONTRACTOR'S RESPONSIBILITIES (CONT.) PRIVATE UTILITIES COMPANY CONTACT PHONE NUMBER %*' *+� PRELIMINARY MATT A. GLAZE OF ALL EXCESS CONSTRUCTION &WASTE MATERIALS. 1. PRIVATE GRAVITY SANITARY SEWER SHALL BE CONSTRUCTED OF SDR 26 PVC MEETING THE URBAN ENGINEERING RAY BRIDGES (361) 578-9836 �.,......... .................. ..� 1. THE INSTRUCTIONS GIVEN BY THE NOTES ON THIS SHEET DO NOT CONSTITUTE SEPARATE PAY ITEMS UNLESS 10. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING TOM SCHMIDT (361) 578-9836 �j'4y,• 99253 C OR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, &FEDERAL REQUIREMENTS REGARDING REQUIREMENTS OF ASTM D 3034 OR SCHEDULE (SCH) 40 PVC MEETING THE REQUIREMENTS OF ASTM D SPECIFICALLY INCLUDED IN THE PROPOSAL FORM. T MATT GLAZE (361) 578-9836 THE CONTRA ���'��c•t!CFNSQ• `�s;�•° HANDLING & DISPOSAL OF EXCESS &WASTE MATERIAL. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO 2665 OR AS DESIGNATED ON THE PLANS. PRIVATE GRAVITY SANITARY SEWER PIPE SHALL BE INSTALLED _ �S�p •"'SNE'-® H TEXAS ONE CALL ( ) ES TO ENSURE THAT CONSTRUCTION DEBRIS IS REMOVED & AND TESTED IN ACCORDANCE WITH LOCAL CODES AND ADOPTED INTERNATIONAL PLUMBING CODE. THE 800 245-4545 �� 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS LISTED IN THE AREAS AROUND CONCRETE PAVEMENT & STRUCTURES DIG TESS, ONE -CALL NOTIFICATION - (800) DIG-TESS19 CONTRACT DOCUMENTS & THE STANDARD DETAILS INCLUDED OR REFERENCED IN THE PLANS. PROPERLY DISPOSED OF PRIOR TO BACKFILLING &THE APPLICATION OF TOPSOIL. EXCESS SOIL, ROCK OR MINIMUM SLOPE FOR SANITARY SEWER LINES 3" TO 6" SHALL BE 1/8" PER FOOT. THE MINIMUM SLOPE FOR SPOIL MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE & DISPOSED OF BY THE CONTRACTOR AT HIS SANITARY SEWER LINES 8" AND LARGER SHALL BE 1/16" PER FOOT. LIST OF ABBREVIATIONS 3. ANY CHANGES OR REVISIONS TO THESE PLANS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW & EXPENSE. • 2. PRIVATE WATER SERVICE LINES, LOCATED ON THE PRIVATE SIDE OF THE METER, SHALL BE CONSTRUCTED APPROVAL PRIOR TO IMPLEMENTATION. ABBREVIATIONS D E S CR 1 P T I O N ISSUE11. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS AS FOLLOWS: g_g BACK TO BACK 4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE & WERE OBTAINED FROM OF THE U.S. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION. COPIES OF OSHA STANDARDS MAY BE A. SERVICE LINES 4 -INCHES IN DIAMETER &LARGER SHALL BE CONSTRUCTED OF C900 PVC. � PRELIMINARY EXISTING RECORDS&`VISIBLE EVIDENCE ON THE GROUND. IT IS EXPECTED THAT THERE MAYBE SOME PURCHASED FROM THE U.S. GOVERNMENT PRINTING OFFICE. INFORMATION & RELATED REFERENCE MATERIALS B. SERVICE LINES LESS THAN 4 -INCHES IN DIAMETER, BUT LARGER THAN 2 -INCHES IN DIAMETER, SHALL BE BG BACK OF CURB REVIEW STRUCTURES SHOWN, • MAY BE OBTAINED FROM OSHA, 903 SAN JACINTO, AUSTIN, TEXAS. CONSTRUCTED OF SCH 40 PVC. CI SURVEY BENCHMARK E] DISCREPANCIES &OMISSIONS IN THE LOCATIONS &QUANTITIES OF EXISTING UTILITIES & PERMITTING. THE CONTRACTOR SHALL VERIFY THE LOCATION &DEPTH OF ALL KNOWN EXISTING UTILITIES SUFFICIENTLY IN C. SERVICE LINES 2 -INCHES IN DIAMETER & SMALLER SHALL BE CONSTRUCTED OF CROSS LINKED CI CURB INLET INSPECTION OF TRENCH SAFETY SYSTEMS SHALL BE IN POLYETHYLENE (PEX-A) IN ACCORDANCE WITH LOCAL CODES. CJ CONTRACTION JOINT� BIDDING IN ADVANCE OF CONSTRUCTION SO THAT CONFLICTS CAN BE AVOIDED. WHEN AN EXISTING UTILITY OR 12. DESIGN INSTALLATION, MAINTENANCE, & S UNDERGROUND PIPELINE IS ENCOUNTERED, THAT WAS PREVIOUSLY NOT LOCATED OR INCORRECTLY LOCATED THE ACCORDANCE WITH THE PROVISIONS OF EXCAVATIONS, TRENCHING & SHORING, FEDERAL OCCUPATION SAFETY & D. PRIVATE WATER SERVICE LINES SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH LOCAL CODES AND DCO DOUBLE CLEAN OUT X CONSTRUCTION MBING CODE. EOEDGE OF ASPHALT CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER EO &THE APPROPRIATE UTILITY COMPANY TO OBTAIN HEALTH ADMINISTRATION (OSHA) STANDARDS, 29CFR, PART 1926, SUBPART P, AS AMENDED, INCLUDING FINAL ADOPTED INTERNATIONAL PLUC C EDGE OF CONCRETE PROCEDURAL INSTRUCTIONS THE CONTRACTOR SHALL COOPERATE WITH THE APPROPRIATE UTILITY COMPANY IN RULE, PUBLISHED IN THE FEDERAL REGISTER VOL. 209 ON TUESDAY, OCTOBER 31, 1989. TRENCH SAFETY SYSTEMS SHALL ALSO BE IN ACCORDANCE WITH TEXAS HEALTH & SAFETY CODE ANN., 756.021 (VERNON 1991). 3. PRIVATE STORM SEWER MAINS, DESIGNATED ON THE PLANS AS "RCP" SHALL BE CONSTRUCTED OF CLASS III EXIST EXISTING MAINTAINING ACTIVE SERVICES IN OPERATION. REVISIONS . • REINFORCED CONCRETE PIPE. PRIVATE STORM SEWER MAINS DESIGNATED ON THE PLANS AS "HDPE" SHALL BE EJ EXPANSION JOINT . DEPARTMENT CONNECTION 5. EXISTING PAVING, BUILDINGS &OTHER ITEMS SHOWN ON PLANS, BUT NOT SPECIFICALLY RELATED TO THE 13. THE CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACILITIES (INCLUDING DUAL WALL HIGH DENSITY POLYETHYLENE, WITH SOIL -TIGHT, RUBBER, GASKETED JOINTS. STORM SEWER FDC FIRE WORK OF THE CONTRACTOR, ARE FOR INFORMATIONAL PURPOSES ONLY & MAY BE SHOWN TO A LESSER ACCURACY BUILDINGS, STRUCTURES, ROADWAYS, PARKING AREAS, DRIVEWAYS, UTILITIES, ETC.) FROM DAMAGE. ANY MAINS, DESIGNATED ON THE PLANS ONLY AS "STM", MAY BE EITHER RCP OR HDPE AS SPECIFIED ABOVE. F -F FACE TO FACE FFINISHED GRADE OR TO A LESSER FFF FINISHED FLOOR DEGREE OF DETAIL THAN THE REMAINDER OF THE PLANS. DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT OF THE CONSTRUCTION OPERATIONS ARE TO BE REPAIRED IMMEDIATELY BY THE CONTRACTOR TO A CONDITION SIMILAR OR EQUAL TO THAT EXISTING BEFORE FIRE HYD, FH FIRE HYDRANT 6. ELEVATIONS SHOWN ON THE PLAN & FOLLOWED BY A "±' SYMBOL, INDICATE THAT THE ENGINEER'S THE DAMAGE WAS DONE. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE FACILITY OWNER & THE FL FLOW LINE INTENTION IS TO MATCH THE EXISTING GRADE OF THE TIE-IN PAVEMENT OR STRUCTURE. THE CONTRACTOR ENGINEER AT THE CONTRACTOR'S EXPENSE. FC, FOC FACE OF CURB SHALL VERIFY THE ELEVATION AT THESE LOCATIONS & NOTIFY THE ENGINEER IMMEDIATELY, IF THE PLAN FSR FOUND STEEL ROD ELEVATION VARIES SIGNIFICANTLY. 14. THE CONTRACTOR SHALL LOCATE, PROTECT &MAINTAIN BENCHMARKS, MONUMENTS & CONTROLPOINTS. THE CONTRACTOR SHALL RE-ESTABLISH DISTURBED OR DESTROYED ITEMS AT HIS EXPENSE. THE RE-ESTABLISHMENT GI GRATE INLET HDPE HIGH DENSITY POLYETHYLENE 7. WHERE ELEVATIONS ARE SHOWN ON THE PLAN AS "TBD", IT INDICATES THAT THE ELEVATIONS ARE TO SHALL BE PERFORMED UNDER THE DIRECTION OF ATEXAS REGISTERED PROFESSIONAL LAND SURVEYOR. HB HOSE BIB BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THIS NOTATION IS TYPICALLY USED FOR BURIED LP LIGHT POLE UTILITIES WHO' VATION COULD NOT BE DETERMINED BY AS -BUILT PLANS, OR PROBING DURING THE 15. WATER NECESSARY FOR CONSTRUCTION SHALL BE PROVIDED & PAID FOR BY THE CONTRACTOR. THE S ELE DESIGN N MH LOCATE .& CONNECT PHASE OF THE PROJECT. THE CONTRACTOR SHALL EXCAVATE THE UTILITY, DETERMINE THE CONTRACTOR SHALL ARRANGE FOR A METERED CONNECTION(S) & SHALL PROVIDE THE PROPER EQUIPMENT TO M . H MANHOLE ELEVATION, AND NOTIFY THE ENGINEER IMMEDIATELY, SO THAT ADJUSTMENTS MAY BE MADE TO THE PREVENT CROSS -CONNECTION. NG NATURAL GRADE DESIGN PRIOR TO ORDERING MATERIALS OR SCHEDULING THE WORK. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHARGES ASSOCIATED WITH TEMPORARILY SECURING OR NV NOT VERIFIED PL PROPERTY LINE 8. THE OWNER/ENGINEER RESERVE THE RIGHT TO MAKE REASONABLE ADJUSTMENTS IN LINE AND/OR GRADE IN TEMPORARILY RELOCATING POWER POLES THAT INTERFERE WITH THE CONSTRUCTION OPERATIONS. THIS DOES PP POWER POLE ORDER TO AVOID CONFLICTS WITH NON-RELOCATABLE STRUCTURES OR OTHER UTILITIES. THE CONTRACTOR NOT APPLY TO THE PERMANENT RELOCATION OF POWER POLES THAT ARE PHYSICALLY IN CONFLICT WITH THE .PROP PROPOSED AGREES TO MAKE SUCH REASONABLE ADJUSTMENTS AT NO COST TO OWNER OR ENGINEER. PROPOSED IMPROVEMENTS. RCP REINFORCED CONCRETE PIPE M M E 9. EXISTING ELECTRICAL LINES ARE LOCATED CLOSE TO THE PROJECT. THE ATTENTION OF THE CONTRACTOR 17. THE CONTRACTOR SHALL CLEAR STREETS, SIDEWALKS, DRIVEWAYS, &PARKING LOTS 0 F ALL CONSTRUCTION S.E.T SLOPED END TREATMENT or SAFETY END TREATMENT 00� v IS DIRECTED TO THE STATE LAW (VERNON'S ANNOTATED TEXAS STATUTES, ARTICLE 1436(C)) CONCERNING MATERIALS, EQUIPMENT, TRAFFIC CONTROL DEVICES, DIRT, & DEBRIS CAUSED BY CONSTRUCTION AT THE END SP SAMPLE PORT 0) M o LO LO OPERATIONS IN THE VICINITY OF ELECTRICAL LINES & THE NEED FOR EFFECTIVE PRECAUTIONARY MEASURES. OF EACH CONSTRUCTION PERIOD. ALL OPEN EXCAVATIONS & PITS MUST BE BARRICADED, FENCED, OR PLATED SAN SWR, SS CLEANOUT SANITARY SEWER UT SANITARY SEWER -CLEAN OUT OVER WHEN NOT IN USE.•,� co � cc SS MH SANITARY SEWER MANHOLE co 10. THE MUNICIPALITY SHALL PERFORM ALL OPERATION INVOLVING OPENING & CLOSING OF VALVES ON EXISTING PUBLIC WATER MAINS. THE CONTRACTOR SHALL VERIFY MAINS ARE DEAD BEFORE PERFORMING WORK ON 18. GRAVITY MAINS SHALL BE INSTALLED IN THE UPSTREAM DIRECTION, BEGINNING AT THE LOWEST POINT IN SSR SET STEEL ROD �,� � � EXISTING MAINS.. THE SYSTEM. THE CONTRACTOR IS REQUIRED TO VERIFY THE LOCATION, ELEVATION & CONDITION OF THE SWR SERVICE, SWR SER SEWER SERVICE LLDOWNSTREAM CONNECTION POINTS &INVESTIGATE ALL POTENTIAL CONFLICTS WITH EXISTING UNDERGROUND STM STORM SEWER SW TOP OF SIDEWALK NOTIFICATION REQUIREMENTS UTILITIES, PRIOR TO BEGINNING THE NEW UTILITY INSTALLATION. TBD TO BE DETERMINED (SEE NOTE 7 OF PRELIMINARY MATTERS) Q) 1. THE CONTRACTOR SHALL GIVE A MINIMUM OF 72 HOURS NOTICE TO THE OWNER, ENGINEER & PERSONS IN TC TOP OF CURB CHARGE OF PRIVATE PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF WORK. 19. UTILITY MAINS MUST BE INSTALLED WITH ADEQUATE COVER TO PREVENT FLOATATION & TO SUPPORT CONSTRUCTION LOADS. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE COVER IS MAINTAINED OVER THE TEL TELEPHONE TG TOP OF GRATE 2. AT LEAST 48 HOURS PRIOR TO COMMENCING ANY ACTIVITY FOR A TCEQ REGULATED SANITARY SEWER AND/OR UTILITY DURING CONSTRUCTION. IF ADEQUATE COVER CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE CEMENT STABILIZED BACKFILL AND/OR ADDITIONAL TEMPORARY OVERBURDEN TO ACHIEVE THE SAME TP TOP OF PAVEMENT WATER COLLECTION SYSTEM(S), THE CONTRACTOR SHALL NOTIFY THE LOCAL TCEQ's REGIONAL OFFICE, IN TR TOP OF RIM WRITING, OF THE DATE ON WHICH CONSTRUCTION WILL BEGIN. GOALS. UC UNDER CONSTRUCTION 20. THE CONTRACTOR SHALL PLACE & COMPACT BACKFILL AS PROMPTLY AS PRACTICAL AFTER COMPLETION OF UE UTILITY EASEMENT 3. AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS REQUIRED TO NOTIFY TEXAS EACH STRUCTURE OR PORTION OF A STRUCTURE. DO NOT, HOWEVER, PLACE BACKFILL AGAINST NEWLY WTR WATER WV WATER VALVE ONE CALL AT 1-800-245-4545. CONSTRUCTED CONCRETE WALLS OR SIMILAR STRUCTURES UNTIL CONCRETE HAS CURED AT LEAST 7 -DAYS. ± INDICATES CONTRACTOR SHALL MATCH EXIST ELEVATION v m 4. THE CONTRACTOR SHALL NOTIFY LOCAL EMERGENCY SERVICES (I.E. FIRE, E.M.S. & POLICE) OF ANY(SEE NOTE 6 OF PRELIMINARY MATTERS) a) ti . CONSTRUCTION ACTIVITIES THAT WOULD AFFECT THE NORMAL FLOW OF TRAFFIC. 21. UNLESS OTHERWISE NOTED ON PLANS OR IN SPECIFICATIONS, THE CONTRACTOR SHALL PLACE &COMPACT E c) cfl BACKFILL AROUND UTILITY STRUCTURES IN ACCORDANCE WITH APPLICABLE TRENCH ZONE BACKFILL DETAIL FOR U 5. THE CONTRACTOR SHALL GIVE A MINIMUM OF 48 HOURS NOTICE TO THE ENGINEER & AUTHORIZED TESTING UTILITY LINE. Z -5:* LABORATORY PRIOR TO REQUIRED TESTS. o 22. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION PRIOR TO ACCEPTANCE OF � W 6. THE CONTRACTOR SHALL GIVE A MINIMUM OF 48 HOURS NOTICE TO THE ENGINEER & THE OWNER PRIOR TO THE PROJECT. N > F- TESTING OF SANITARY SEWER &WATER LINES. INSPECTION BY THE MUNICIPALITY IS REQUIRED FOR ALL TESTING OF SANITARY SEWER & WATER LINES. STORM WATER POLLUTION PREVENTION PLAN CONTRACTOR'S RESPONSIBILITIES CONTRACTOR SHALL EMPLOY MEASURES AND CONSTRUCTION PRACTICES TO PREVENT EROSION AT OR PROJECT ADJACENT TO THE PROJECT SITE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING SW3P OVEPJLOOK 1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER & THE ENGINEER OF ANY DISCREPANCIES, MEASURES TO COMPLY WITH THE STORM WATER POLLUTION PREVENTION REQUIREMENTS OF LOCAL, D T ERRORS, OR OMISSIONS, DISCOVERED IN THE FIELD OR ON THE PLANS. STATE, AND FEDERAL REGULATORY AGENCIES INCLUDING, BUT NOT LIMITED TO, THE TEXAS R V PARK COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) AND THE UNITED STATES ENVIRONMENTAL PROTECTION 2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER& THE ENGINEER, VERBALLY & IN WRITING, OF AGENCY (EPA). EROSION CONTROL SHALL BEGIN AT THE ONSET OF THE PROJECT (PRIOR TO ANY FUEL OR TOXIC MATERIAL SPILLS ONTO THE PROJECT/CONSTRUCTION AREA. THE CONTRACTOR SHALL BE MOBILIZATION) AND BE MAINTAINED THROUGHOUT THE DURATION OF THE WORK UNTIL FINAL RESPONSIBLE FOR DISPOSING OF FUELS, WASTE MATERIALS & CONTAMINATED EXCAVATIONS IN A LEGALLY ACCEPTANCE. APPROVED MANNER. W. HARRISON AVE. ALL PROJECTS FALL UNDER ONE OF THREE CATEGORIES OF SITE DISTURBANCE DEPENDING UPON THE PORT O'CONNOR, TEXAS 3. THE CONTRACTOR SHALL COORDINATE INTERRUPTIONS OF ALL UTILITIES & SERVICES WITH APPLICABLE TOTAL AREA BEING DISTURBED. THE FOLLOWING IS ONLY A BRIEF OVERVIEW OF THE REQUIREMENTS. UTILITY COMPANY, OWNER & TENANT. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE THE CONTRACTOR SHALL REVIEW TCEQ GENERAL PERMIT NUMBER TXR150000 RELATING TO DISCHARGES APPLICABLE UTILITY COMPANY OR AGENCY INVOLVED. FROM CONSTRUCTION ACTIVITIES AND IMPLEMENT ALL REQUIRED MEASURES. 4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INGRESS & EGRESS FOR ALL PUBLIC & PRIVATE FACILITIES AT ALL TIMES &FOR ALL WEATHER CONDITIONS, UNLESS OTHERWISE INDICATED ON THE PLANS OR �GREATER THAN 5 ACRES: TITLEWHEN YOU DISTURB 5 ACRES OR MORE OF LAND OR ARE PART OF A LARGER COMMON PLAN OF APPROVED BY THE ENGINEER. DEVELOPMENT WHICH WILL DISTURB 5 OR MORE ACRES OF LAND, YOU MUST FOLLOW THESE STEPS GENERAL. NOTES O 5. THE CONTRACTOR SHALL BE REQUIRED T PROVIDE & MAINTAIN ALL NECESSARY WARNING & SAFETY DEVICES BEFORE DISCHARGING STORM WATER TO ANY SURFACE WATER IN THE STATE OF TEXAS: (FLASHING LIGHTS, FLAG MEN, BARRICADES, SIGNS, ETC.) TO PROTECT THE PUBLIC SAFETY &HEALTH UNTIL 1. PREPARE & SUBMIT A NOTICE OF INTENT (NOI) TO THE TCEQ. ELECTRONIC SUBMISSIONS THE WORK HAS BEEN COMPLETED & ACCEPTED BY THE ENGINEER & OWNER. ALL BARRICADING SHALL BE DONE IN ARE GRANTED IMMEDIATE COVERAGE & RECEIVE A DISCOUNTED FEE. PAPER SUBMISSIONS RECEIVE COMPLIANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PERMIT COVERAGE 7 DAYS FROM THE DATE OF POSTMARK. FOR INFORMATION CALL (512) 239-4671. 6. THE CONTRACTOR SHALL MAINTAIN ALL REGULATORY SIGNS DURING THE CONSTRUCTION PERIOD. 2. SUBMIT COPIES OF YOUR NOI & SITE NOTICE TO YOUR LOCAL MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) OPERATOR. 7. THE CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO 3. DEVELOP & IMPLEMENT A STORM WATER POLLUTION PREVENTION PLAN (SWP3) DATE 04/19/18 COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR ARE TO BE OBTAINED 5. BEFORE STARTING CONSTRUCTION, POST A COPY OF YOUR NOI & THE LARGE CONSTRUCTION JOB NU�ER E22013.00 AT THE CONTRATORS EXPENSE. SITE NOTICE AT YOUR JOB SITE. C 6. SUBMIT A NOTICE OF TERMINATION WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING SHEET 8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING & MAINTAINING SANITARY FACILITIES ON THIS PROJECT OCCURS: (a) FINAL STABILIZATION HAS OCCURRED; (b) ANOTHER PERMITTED OPERATOR HAS FOR EMPLOYEES. ASSUMED CONTROL OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED & ALL SILT FENCES & OTHER TEMPORARY EROSION CONTROL MEASURES HAVE EITHER BEEN C2 9. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FLOW IN DITCHES & STORM SEWERS AT ALL TIMES. REMOVED, SCHEDULED FOR REMOVAL, OR TRANSFERRED TO A NEW OPERATOR AS DESCRIBED IN PAGE 2 of 19 THE SWP3. Of iF,i1 it P.,�•jj �.�i i MATT A. GLAZE d �...... ..... O fi 9•. 99253msl��Q ....,ANG a� ISSUE (-� PRELIMINARY KEYED NOTES CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING BUILDING/BARN. O_Z H � < 2� CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING FENCE. J _ 000 SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE OF CONCRETE WSIDECONTRACTOR WALK. r,ao CONTRACTOR SHALL COORDINATE WITH ELECTRICAL COMPANY TO REMOVE OR RELOCATE 6 OVERHEAD POWER LINE, POWER POLES AND GUY ANCHORS. 0 LOL o x J T T M M t6 Of iF,i1 it P.,�•jj �.�i i MATT A. GLAZE d �...... ..... O fi 9•. 99253msl��Q ....,ANG a� ISSUE (-� PRELIMINARY KEYED NOTES CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING BUILDING/BARN. O_Z H � < 2� CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING FENCE. J _ 000 SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE OF CONCRETE WSIDECONTRACTOR WALK. r,ao CONTRACTOR SHALL COORDINATE WITH ELECTRICAL COMPANY TO REMOVE OR RELOCATE OVERHEAD POWER LINE, POWER POLES AND GUY ANCHORS. 0 Of iF,i1 it P.,�•jj �.�i i MATT A. GLAZE d �...... ..... O fi 9•. 99253msl��Q ....,ANG a� ISSUE (-� PRELIMINARY 1. :wl.:a 8,65a .............,» NCHMARK, PANEL POINT EV //-W NAVO.88 BMHARRISION AVE. ,............. „>. .... .,,.»................. .,,....._,....,_.,.� x� BM » . ..»..» .........»....» .....». „1-1. ,,..» � L07.,I7 L0:7-1 x',.OT 1-9 LC1T20 € Lt' T21 LC T .? ca r,ao to . LOL o J T T M M t6 X 1. :wl.:a 8,65a .............,» NCHMARK, PANEL POINT EV //-W NAVO.88 BMHARRISION AVE. ,............. „>. .... .,,.»................. .,,....._,....,_.,.� x� BM » . ..»..» .........»....» .....». „1-1. ,,..» � L07.,I7 L0:7-1 x',.OT 1-9 LC1T20 € Lt' T21 LC T .? L KEYED NOTES CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING BUILDING/BARN. Z O_ CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING FENCE. J O CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE OF CONCRETE LU 3 SIDEWALK. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL COMPANY TO REMOVE OR RELOCATE OVERHEAD POWER LINE, POWER POLES AND GUY ANCHORS. KEYED NOTES ACCESSIBLE PARKING SPACE IN ACCORDANCE WITH THE STANDARD DETAIL. 6/C8.3. Z EL Q ACCESSIBLE PARKING SIGN IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.3. R 4" WIDE YELLOW PAINTED STRIPE. *, .��/ i MATT A. GLAZE 1... ..................... p l o�99253e� 'tj0INY `"'"'�NG a KEYED NOTES aACCESSIBLE PARKING SPACE IN ACCORDANCE WITH THE STANDARD DETAIL. 6/C8.3. z_ EL a ACCESSIBLE PARKING SIGN IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.3. R ' a 4" WIDE YELLOW PAINTED STRIPE. *, .��/ i MATT A. GLAZE 1... ..................... p l o�99253e� 'tj0INY `"'"'�NG a KEYED NOTES TS & V TO BE PROVIDED AND INSTALLED BY THE CITY OF PORT O'CONNOR. THE OINSTALLATION SHALL BE SCHEDULED AND COORDINATED BY THE CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE CONTRACTOR. TAP SIZE INDICATED ON PLANS. , SCH 40 PVC WATER SERVICE LINE BY CONTRACTOR. MINIMUM 24" COVER BELOW FINISHED OGRADE. ALL NEW DOMESTIC WATER PIPING SHALL BE THOROUGHLY DISINFECTED AND TESTED IN ACCORDANCE WITH ALL LOCAL CODES. PIPE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH STANDARD DETAILS. SERVICE SIZE INDICATED ON PLANS. H 3O WATER LINE BEND. SIZE AND DEGREE INDICATED ON PLANS. J F 4G WATER LINE REDUCER. SIZE INDICATED ON PLANS. W Q O GATE VALVE IN ACCORDANCE WITH THE STANDARD DETAIL. SIZE INDICATED ON PLANS. OWATER LINE TEE. SIZE INDICATED ON PLANS. METER VAULT ASSEMBLY IN ACCORDANCE WITH THE STANDARD DETAIL. METER & METER OVAULT TO BE PURCHASED BY CONTRACTOR. (NOTE: COMBO METER WILL TAKE 6 - 8 WEEKS TO MANUFACTURE, METER WILL BE ORDERED ONCE PAYMENT IS MADE). SIZE INDICATED ON PLANS. PRIOR TO LOCATE & CONNECT TO EXISTING 6" WATER MAIN. CONTRACTOR SHALL FIELD VERIFY OEXACT LOCATION OF EXISTING 6" WATER MAIN. THE INSTALLATION SHALL BE SCHEDULED AND COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE CONTRACTOR. OSANITARY SEWER CLEAN OUT IN ACCORDANCE WITH THE STANDARD DETAIL. 7/C8.1. J O DOUBLE BUFFER TANK IN ACCORDANCE WITH STANDARD DETAIL. C8.4. H W W O SANITARY SEWER SERVICE STUB -OUT. SIZE & FLOWLINE AS INDICATED ON PLAN. LOCATE & CONNECT TO EXISTING SANITARY SEWER VACUUM MAIN. THE INSTALLATION SHALL BE OSCHEDULED AND COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE CONTRACTOR. TAP SIZE INDICATED ON PLANS AND INSTALLED IN ACCORDANCE WITH THE STANDARD DETAIL C8.5. U WATER UNDER SANITARY SEWER. USE FOUR (4) 45° VERTICAL BENDS TO ACHIEVE J 2.0' CLEARANCE. LL Z O U WATER UNDER STORM SEWER. USE FOUR (4) 45° VERTICAL BENDS TO ACHIEVE 1.0' J 2 CLEARANCE. 1 ;HMARK: PANEL PO/NT 1851 NAVD-88 KEYED NOTES TS & V TO BE PROVIDED AND INSTALLED BY THE CITY OF PORT O'CONNOR. THE SHALL BE SCHEDULED AND COORDINATED BY THE CONTRACTOR. CITY OF OINSTALLATION PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE CONTRACTOR. TAP SIZE INDICATED ON PLANS. SCH 40 PVC WATER SERVICE LINE BY CONTRACTOR. MINIMUM 24" COVER BELOW FINISHED GRADE. ALL NEW DOMESTIC WATER PIPING SHALL BE THOROUGHLY DISINFECTED AND TESTED O2 IN ACCORDANCE WITH ALL LOCAL CODES. PIPE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH STANDARD DETAILS. SERVICE SIZE INDICATED ON PLANS. OWATER LINE BEND. SIZE AND DEGREE INDICATED ON PLANS. J OWATER LINE REDUCER. SIZE INDICATED ON PLANS. w Q O GATE VALVE IN ACCORDANCE WITH THE STANDARD DETAIL. SIZE INDICATED ON PLANS. OWATER LINE TEE. SIZE INDICATED ON PLANS. METER VAULT ASSEMBLY IN ACCORDANCE WITH THE STANDARD DETAIL. METER & METER OVAULT TO BE PURCHASED BY CONTRACTOR. (NOTE: COMBO METER WILL TAKE 6 - 8 WEEKS TO MANUFACTURE, METER WILL BE ORDERED ONCE PAYMENT IS MADE). SIZE INDICATED ON PLANS. PRIOR TO LOCATE & CONNECT TO EXISTING 6" WATER MAIN. CONTRACTOR SHALL FIELD VERIFY OEXACT LOCATION OF EXISTING 6" WATER MAIN. THE INSTALLATION SHALL BE SCHEDULED AND COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE CONTRACTOR. OSANITARY SEWER CLEAN OUT IN ACCORDANCE WITH THE STANDARD DETAIL. 7/C8.1. J O DOUBLE BUFFER TANK IN ACCORDANCE WITH STANDARD DETAIL. C8.4. F W O SANITARY SEWER SERVICE STUB -OUT. SIZE & FLOWLINE AS INDICATED ON PLAN. W U) LOCATE & CONNECT TO EXISTING SANITARY SEWER VACUUM MAIN. THE INSTALLATION SHALL BE AND COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE OSCHEDULED PAID FOR BY THE CONTRACTOR. TAP SIZE INDICATED ON PLANS AND INSTALLED IN ACCORDANCE WITH THE STANDARD DETAIL C8.5. U WATER UNDER SANITARY SEWER. USE FOUR (4) 45° VERTICAL BENDS TO ACHIEVE M 2.0' CLEARANCE. LLZ O U WATER UNDER STORM SEWER. USE FOUR (4) 45" VERTICAL BENDS TO ACHIEVE 1.0' � 2 CLEARANCE. kPl ...tiff !F*' � MATTA. GLAZE .................................p ��•,, 99253 w� S,Sl IV '••,....• �G� ISSUE PRELIMINARY REVIEW PERMITTING BIDDING X❑ CONSTRUCTION REVISIONS KEYED NOTES O GRATE INLET IN ACCORDANCE WITH THE STANDARD DETAIL. 4/C8.1. SIZE & FL I- INDICATED ON PLAN. OBUBBLER OUTLET IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.1. SIZE & FL INDICATED ON PLAN. OSTORM SEWER OUTFALL. SIZE & FLOWLINE AS INDICATED OF PLAN. ,OF ... ..k .� 5,r• '•9S �t i MATT A. GLAZE /v' �......................... �i 9 99253; KEYED NOTES r O GRATE INLET IN ACCORDANCE WITH THE STANDARD DETAIL. 4/C8.1. SIZE & FL I_- INDICATED ON PLAN. OBUBBLER OUTLET IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.1. SIZE & FL INDICATED ON PLAN. LL- O STORM SEWER OUTFALL. SIZE & FLOWLINE AS INDICATED OF PLAN. ao) * ........................... r MATT A. GLAZE o° �... ,, ...... �� 9• 99253�.� V STORM SEWER LINE C 25 k__ 25 25 25 N U D 25 _e __ J M "o --J� J� Z 11-0 < m W = p Lo co �(�Q~IiI�dO IL V w H W Lo Jhz < co 11—� w :c ~b-0 co C��10-LL W 00 Ou wLo O —I c0 J H00g0_0co 0U- J N ZLLJ II—ti ti T7 b - 0) 00IU-LL m 20 _ __ 20 20 15 m 20 m Q 15 Cp wo uj _wrn w11 ---W � Q J� Z II—M W=0� gaoi= 00 [Lw0 (�O�LL. Jtrj Z II—off W=CMtp Woi= �w0V_ (D0f-U_ -1 CV Z II—� Lu 2: ga,ai= L�WC7� (DaI-LL 15 JN z Il—O W=N� aai= 30H -LL moo OLLL 15 Q 15 25 _PROPOSED GRADE < Q EXISTING GRADE Wit 15 10 EXISTING WN PROPOSED EXISTINGGRADE GRADE W0) o Wco 10 10 O 10 25 EXISTING GRADE M o 15 -- ---- ��, JcM 5 10 z� �, II—to 5 -� 78' - 18" STMN U 76'- 18" STM _0__@0.20%_l @ 0.20% 00 m C) w U 4" SAN U WTR FL 3.94 2.. WTR 6" SAN FL 1.81 Z� II—ti 0 z — II—d? 2" 0 z� II o T U c o � � O II ch 5 0 0 76'- 18" STM @ 0.20% 5 4" WTR 4" SAN FL 2.47 < LL= -10 W= O f -F -p- a) 't 0 W= O d W= O d I -F -O- °o' _5 W= O Lo I-1-0- °o � <= O L6 eco_ w � IL �--I--p- of ;t –5 0+00 1+00 2+00 –5 _......._ -5 -10 –10... -10 �. � Z) -10 co . ... .... 0+00 1+00 2+00 n �W(DJ d �WU' _j d �W(j- d �uj(jJ - m d �W(DJ 0+00 1+00 _j OIL 001-tL 0n tom 0FI.L 00E -u- m0htL 2Q PROPOSED GRADE EXISTING 20 10 GRADE 10 15 15 5 « 89' -18" STM @ 0.20% << 184'- 18" STM @ 0.20°l0 STM @ 0.20% << 93'- 18" 5 87'- 18" STM U. EXISTING r- U 0 10 GRADE 0 4�� WTR.. 10 - --------- _ 6"SAN 4" SAN FL 4,55- FL 1.24 5 _5 5 -5 << 87' - 24" STM « 79'- 24" STM << 101' - 24" STM @ 0.20% << 131'-24" STM @ 0.20% @ 0.20% @ 0.20% @0. M U o 2" WTR ui ui 2" WTR u (6 o 0 Co (6 O –10 U ap o ®� U Co r U O —i U- o 6" SAN o U O r U O —10 u- L- u- 2„ WTR FL 4.16 4" SAN FL 4.48 0+00 1+00 2+00 3+00 4+00 5+00 6+00 2" WTR -5 _5 . r' . N . —10 N -J N J N J N J N J N J N J N J' N J' -10 U- ll. U- LL U- LL U- LL U- 0+00 1+00 2+00 3+00 4+00 5+00 STORM SEWER LINE C 25 k__ 25 25 25 N U D 25 _e __ J M "o --J� J� Z 11-0 < m W = p Lo co �(�Q~IiI�dO IL V w H W Lo Jhz < co 11—� w :c ~b-0 co C��10-LL W 00 Ou wLo O —I c0 J H00g0_0co 0U- J N ZLLJ II—ti ti T7 b - 0) 00IU-LL m 20 _ __ 20 20 15 m 20 m m 15 Cp wo uj _wrn w11 ---W � � J� <� J� Z II—M W=0� gaoi= 00 [Lw0 (�O�LL. Jtrj Z II—off W=CMtp Woi= �w0V_ (D0f-U_ -1 CV Z II—� Lu 2: ga,ai= L�WC7� (DaI-LL 15 JN z Il—O W=N� aai= 30H -LL moo OLLL 15 PROPOSED GRADE 15 _PROPOSED GRADE 15 Q EXISTING GRADE 15 15 10 EXISTING PROPOSED EXISTINGGRADE GRADE 10 o v 10 10 PROPOSED GRADE 10 EXISTING GRADE 4" SAN FL 7.56 15 -- ---- ---- -----_ 5 10 5 5 -� 78' - 18" STMN U 76'- 18" STM _0__@0.20%_l @ 0.20% 00 m C) w U 4" SAN U WTR FL 3.94 2.. WTR 6" SAN FL 1.81 0 0 2" 0 52'- 18" STM @0 20% 5 U c o � � 80'- 18" STM @ 0.20% 5 0 0 76'- 18" STM @ 0.20% 5 4" WTR 4" SAN FL 2.47 2" WTR -10 0 –10 to60 _5 -5 IL IL –5 0+00 1+00 2+00 –5 _......._ -5 -10 –10... -10 –10 -10 co . ... .... 0+00 1+00 2+00 U- 0+00 1+00 0+00 1+00 STORM SEWER LINE C 25 25 N 25 D M ° __ J M Lo Jhz < co 11—� w :c ~b-0 co C��10-LL W 00 Ou wLo O —I c0 J H00g0_0co 0U- J N ZLLJ II—ti ti T7 b - 0) 00IU-LL m 20 _ __ 20 15 m 20 m m 15 Cp wo uj _wrn w11 ---W � � J� <� J� Z II—M W=0� gaoi= 00 [Lw0 (�O�LL. Jtrj Z II—off W=CMtp Woi= �w0V_ (D0f-U_ -1 CV Z II—� Lu 2: ga,ai= L�WC7� (DaI-LL JN Z II—d =MCO aa'= 00F_U- JN z Il—O W=N� aai= 30H -LL moo OLLL PROPOSED GRADE 15 15 15 Q EXISTING GRADE 15 15 PROPOSED EXISTINGGRADE GRADE 1 _ 10 10 PROPOSED GRADE 10 EXISTING GRADE 15 -- ---- ---- -----_ 5N� 10 5 -� 78' - 18" STMN U 76'- 18" STM _0__@0.20%_l @ 0.20% 00 m C) w U 4" SAN U WTR FL 3.94 2.. WTR 6" SAN FL 1.81 0 0 2" _5 _ n•w 5 U c o � � 80'- 18" STM @ 0.20% 5 0 0 76'- 18" STM @ 0.20% 5 4" WTR 4" SAN FL 2.47 2" WTR -10 0 –10 to60 _5 -5 IL IL U- 0+00 1+00 2+00 –5 -10 Lo cq –10... -10 –10 co . ... .... 0+00 1+00 2+00 U- 0+00 1+00 STORM SEWER LINE D 20 25 25 N M 25 25 — W 25— W -- — w J N Z II —N Lop (7�L wLo O —I c0 J H00g0_0co 0U- J N ZLLJ II—ti ti T7 b - 0) 00IU-LL m 25 20 m® m 20 m m Cp wo uj _wrn w11 ---W � � J� <� J� Z II—M W=0� gaoi= 00 [Lw0 (�O�LL. Jtrj Z II—off W=CMtp Woi= �w0V_ (D0f-U_ -1 CV Z II—� Lu 2: ga,ai= L�WC7� (DaI-LL JN Z II—d =MCO aa'= 00F_U- JN z Il—O W=N� aai= 30H -LL moo OLLL 15 15 15 15 15 PROPOSED EXISTINGGRADE GRADE 20 25 25 N M 25 25 — W W W -- — w J N Z II —N Lop (7�L wLo O —I c0 J H00g0_0co 0U- J N ZLLJ II—ti ti T7 b - 0) 00IU-LL 20 20 20 20 20 15 15 15 15 15 PROPOSED EXISTINGGRADE GRADE 10 _ - -- - ------ PROPOSED GRADE 10 EXISTING GRADE 15 -- ---- ---- -----_ 5N� 10 5 -� 78' - 18" STMN U 76'- 18" STM _0__@0.20%_l @ 0.20% 00 m C) w U 4" SAN U WTR FL 3.94 2.. WTR 6" SAN FL 1.81 0 0 2" _5 _ n•w –5 5 74' - 18o STM @ 0.20 /o - �.,. X2.82` ire ct CLR�r' v 9 U 6" SAN -4" SAN 2„ WTR FL 3.58 FL 5.71 76'- 18" STM @ 0.20% 5 2" WTR -10 0 –10 to60 _5 IL IL U- 0+00 1+00 2+00 –5 –10... o co co –10 . ... .... 0+00 1+00 2+00 PROPOSED GRADE EXISTING 10 GRADE 10 5 « 89' -18" STM @ 0.20% << 184'- 18" STM @ 0.20°l0 STM @ 0.20% << 93'- 18" 5 87'- 18" STM U. r- U 0 0 4�� WTR.. 0 6"SAN 4" SAN FL 4,55- FL 1.24 _5 -5 ui ui u (6 O Co Co (6 O –10 ap - o0 Co r U O —i U- Co - r O _. U CrJ _ O r O —10 u- L- u- 0+00 1+00 2+00 3+00 4+00 5+00 6+00 OFrtit` R S�P. ...,X„o���t i i MATT A.*GLAZE r� .................................p 99253 .�%/� ISSUE PRELIMINARY F REVIEW PERMITTING BIDDING �X CONSTRUCTION REVISIONS CD CD cy) co co co U (—� cofl-z Cfl 'i P- i u')� U STORM SEWER LINE F • rl n` O W 211- a) 11-a) ti E X m. 00 1 L- Z .d *k d- o�w N i � +ybi °b"^"wb�iF ,1m ' w ,.,•, x wxuw:v '' ° � , 'w, • ^Ft�,E Jnar: 'x` Jyu . »4SAN i n ", fha Figy4 d Y9)# awmwwrew««ww•,„� .«�u,,, +,�;m+, v,e E,�; k"urFE` eE.,vw ,.:,.,rt, i ,,:., „ „ , r i�,, ',,,,,,�.,�»», � •, ,.�,.�« r"»» ,...�. ;'^w,,, rnr„�a�'«,v$(� ,.,..,,�,,,, •,,..:�, , „w ,.m.., ....... ” .,, .,..r "» ra ^:v ae ,s w ,,, +u BENCHMARK: PANEL POINT ELEV 1155 NAVD-88 c.a a s, MATCH EXIST : Z ` jBM 601 ,..M E,M° FF ' .€ MATCH EXIST ITP 11.15t 6 TP 11.201 BM e w ww.w�,.,,., »w...:�www.wwwwww „,.,,w^. w��ww��ww., w w.www��ww��� � ��ww��w���, .,.re w,.,.�w w�w��.�w w.. ^.•;� ». _.... ...�...�_. ._... � _��_.,_.�,__,�,,,,...�., ._.�....,.�...._�.. _._._., DATE 04/19/18 PAVING &GRADING PLAN -------- JOB NU lBER E22013.00 ARK:PDaIN8BENCHMOSHEETELEV 1128 NAV }' GRAPHIC SCALE IN FEET TRUE G PLAN x C7 . 'I • ;rv. 2�. 0 30 60 90 120 D NORTH NORTH L�` f 7 LO T18 °°: .; i T 1 WT 79 � %(,xi"2:,,r,•, � ,SOT 21 L 0 ,s PAGE 12 of 19 X�} GENERAL NOTES GENERAL NOTES 1. STRIP AND REMOVE ALL VEGETATION, LOOSE TOPSOIL TREES AND ROOTS WITHIN THE GENERAL NOTES DF CONSTRUCTION AREA. 1. EXPANSION JOINTS SHALL BE LOCATED AT REGULAR IN - .. INTERVALS THROUGHOUT THE PAVEMENT, 1. REINFORCING STEEL SHALL BE ASTM A615 GRADE 40. ••� 2. SUBGRADE PREPARATION: PRIOR TOP AS INDICATED ON THE PLAN OR JOINT LAYOUT DETAIL.. SPACING. BETWEEN rf LACE EXPANSION JOINTS. 2. EXPANSION JOINTS SHALL BE LOCATED AT DRIVEWAYS AND OTHER R FIXED OBJECTS AND AT PLACEMENT OF IMPORTED FILL, SCARIFY THE AREAS TO BE SHALL BE 45' TYPICAL (30' MIN. & 65' MAX. 45 , 9. CONSTRUCTION � N JOINTS ARE REQUIRED AT ANY i MAXIMUM INTERVALS ALONG THE SIDEWALK ORA LOCATION WHERE NEW CONCRETE IS r*. S INDICATED ON PLANS: LACED AGAINST * 1 FILLED TO A MINIMUM DEPTH OF 9 -INCHES TO BOND THE EXISTING &NEW MATERIALS. IMPORTED 2. EXPANSION JOINT' SHALL EXTEND THROUGH_...... EXISTING CONCRETE PAVEMENT OR STRUCTURES. THIS IN a ""'•^`•'•••••••••••t THE ADJACENT CURB � SIDEWALKS, WHERE 3. EXPANSION JOINT SHALL BE SEALED SONNEBORN BUILDING PRO INCLUDES BUILDINGS PA DUCT; SONOLASTIC SL RTO C LOTS, SIDEWALKS, ! t .FILL MATERIALS, WHEN REQUIRED TO ACHIEVE FINAL SUBGRADE ELEVATION; SHALL BE CHOSEN THAT APPLICABLE. CURB JOINTS MAY BE SEALED WITH NON -PRIMING, PATIOS CURBS IN MA RIMING, ONE -PART, SELF LEVELING POLYURETHANE SEALANT OR APP • LETS, MANHOLES, HEADWALLS, LIGHT POLES, ETC, AND APPLIES TO CONCRETE t,,.,,•„TTA' GLAZE t H SONNEBORN NP -1 SEALANT. ROVED EQUAL. JOINT RETE THAT WAS 1 •• ................p EXHIBIT SIMILAR CLASSIFICATION AND PHYSICAL PROPERTIES AS THE ON SITE SOILS. SAMPLES CLEANING AND PREPARATION SHALL BE IN PLACED EARLIER DURING THE PROJECT AND CONCRETE THAT STRICT ACCORDANCE WITH MANUFACTURER'S P AT WAS EXISTING PRIOR TO THE START OFTHIS �'�': 9Q r' OF THE FILL MATERIAL SHALL BE MADE AVAILABLE TO THE OWNER'S TESTING LABORATORY 7 DAYS RECOMMENDATIONS ROJECT 9. 253 4s PRIOR TO PLACEMENT. SUBGRADE FILL, WHETHER IMPORTED OR EXCAVATED ON- „ SITE, SHALL BE PLACED IN 6 LOOSE LIFTS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698 AT A MOISTURE CONTENT WITHIN BETWEEN -1% DRY & +3% WET OF OPTIMUM; ) 3. ONCE FINAL SUBGRADE ELEVATION HAS BEEN ACHIEVED, THE EXPOSED SUBGRADE SHALL BE PROOF -ROLLED WITH A PIECE OF EARTHWORK EQUIPMENT (MOTORIZED SCRAPER OR DUMP TRUCK WEIGHING AT LEAST 15 TONS) TO DETECT SOFT OR LOOSE ZONES OF MATERIAL. REMOVE ANY OBJECTIONABLE MATERIAL DETECTED BY THE PROOF ROLLING & REPLACE WITH COMPACTED FILL AS DESCRIBED ABOVE. 4. LIME STABILIZED SUBGRADE: A. SUBGRADE SOILS SHALL BE TREATED WITH LIME IN ACCORDANCE WITH TXDO AFTER PROPER MIXING, THE TREATED SUBGRADE SHALL B T ITEM 260. E COMPACTED TO 95%STANDARD PROCTOR (ASTM D-698) AT A MOISTURE CONTENT BETWEEN -2% & +2% OF OPTIMUM 4. TOOLED CONTRACTION JOINTS SHALL BE 10. CONSTRUCTION JOINTS WITHIN NEW PAVEMENT SHOULD B C ti . PREMOLDED WATERSTOP LOCATED AT REGULAR INTERVALS EQUAL TO THE WIDTH F E PLANNED TO COINCIDE WITH EXPANSION JOINT R •• ENS.•• O LOCATIONS. WHEN THIS IS NOT FEASIBLE, THEN A KEYWAY STYLE CONSTRUCTION JOINT SHALL B SS�DM... VINYLEX VX -SEAL, # VX -750; THE SIDEWALK OR AS INDICATED ON PLANS. JOINTS SHALL BE SPACED TO SO THAT THE RESULTING T E UTILIZED. !� HE LOCATION OF THE KEYWAY CONSTRUCTION JOINT SHALL COINCIDE WITH THE LOCATION OF A PLANNED GREENSTREAK G -SEAL, # 610; PANELS ARE SQUARE. IN NO CASE SHOULD THE LENGTH OF A PANEL. EXCEED 1.5 TIMES THE WIDTH. CONTRACTION JOINT. BOMETALS B -SEAL # PC -075200; 5. FINISH EXPOSED EDGES WITH 1/4" RADIUS. .•-- 11 CONSTRUCTION 6. CONCRETE SHALL MEET THE S RUCTION JOINT SHALL BE SEALED WITH SONNE /� OR APPROVED EQUAL , • REQUIREMENTS OF TXDOT 2004 ITEM 4 - BORN BUILDING PRODUCT; SON f� ( ) 21 HYDRAULIC CEMENT OLASTIC SL -1; � CONCRETE, CLASS A (3,000 PSI), WITH THE FOLLOWING MODIFICATIONS: SLUMP SHALL RANGE FROM NON -PRIMING, ONE -PART, SELF LEVELING POLYURETHANE SEALANT OR APPROVED EQUAL. JOINT CLEANING M 4 AND PREPARATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. •••, •• INCHES TO 6-1l2 INCHES AT THE POINT OF PLACEMENT: 7. MAXIMUM LONGITUDINAL SLOPE FOR ANY SIDEWALK SHALL BE 1:20 (5%)�``�' 8. MAXIMUM TRANSVERSE SLOPE FOR ANY SIDEWALK SHALL BE 1:50 (2%) • FOR PATIO AREAS AND SIDEWALKS ISSUE GREATER THAN 6 FEET IN WIDTH, JOINT SEALANT BOND BREAKER TAPE OR SEE NOTE 11 ElPRELIMINARY USE #3 BARS 24" BOTH WAYS FOAM BACKER ROD REVIEW EXISTING NEW • • , , CONCRETE . • ' •, ❑ PERMITTING • ( 3/4" B. THE APPLICATION RATE FOR THE LIME IS ESTIMATED TO BE 6% BY DRY WEIGHT. THIS. PERCENTAGE IS TYPICALLY EQUIVALENT TO ABOUT 30 LBS/SYD OF LIME PER 6" STABILIZED 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 APPLICATION RATE MAYBE DIRECTED BY THE ENGINEER.- THE CONTRACTOR SHALL ALLOW 96 HOURS FOR R THIS TESTING TO BE PERFORMED. DOWELBARTABLE ,•.• • , - -' � � • � , •.'• " � .. , t �: ;° .. � a CONC (T2) CONCRETE DOWEL THICKNESS T1 DIAMETER DOWEL LENGTH DOWEL SPACING 4.0" 1/2" 16" 12" 5.0" 5/8'. 18" 12" 5.5" 3/4" 18" 12" 6.0" 3/4" 18" 12" 7.0" 7/8„ 18" 12" 8.0" 11. 18" 12„ 9.0- 1,. 18„ 12" 4. TOOLED CONTRACTION JOINTS SHALL BE 10. CONSTRUCTION JOINTS WITHIN NEW PAVEMENT SHOULD B C ti . PREMOLDED WATERSTOP LOCATED AT REGULAR INTERVALS EQUAL TO THE WIDTH F E PLANNED TO COINCIDE WITH EXPANSION JOINT R •• ENS.•• O LOCATIONS. WHEN THIS IS NOT FEASIBLE, THEN A KEYWAY STYLE CONSTRUCTION JOINT SHALL B SS�DM... VINYLEX VX -SEAL, # VX -750; THE SIDEWALK OR AS INDICATED ON PLANS. JOINTS SHALL BE SPACED TO SO THAT THE RESULTING T E UTILIZED. !� HE LOCATION OF THE KEYWAY CONSTRUCTION JOINT SHALL COINCIDE WITH THE LOCATION OF A PLANNED GREENSTREAK G -SEAL, # 610; PANELS ARE SQUARE. IN NO CASE SHOULD THE LENGTH OF A PANEL. EXCEED 1.5 TIMES THE WIDTH. CONTRACTION JOINT. BOMETALS B -SEAL # PC -075200; 5. FINISH EXPOSED EDGES WITH 1/4" RADIUS. .•-- 11 CONSTRUCTION 6. CONCRETE SHALL MEET THE S RUCTION JOINT SHALL BE SEALED WITH SONNE /� OR APPROVED EQUAL , • REQUIREMENTS OF TXDOT 2004 ITEM 4 - BORN BUILDING PRODUCT; SON f� ( ) 21 HYDRAULIC CEMENT OLASTIC SL -1; � CONCRETE, CLASS A (3,000 PSI), WITH THE FOLLOWING MODIFICATIONS: SLUMP SHALL RANGE FROM NON -PRIMING, ONE -PART, SELF LEVELING POLYURETHANE SEALANT OR APPROVED EQUAL. JOINT CLEANING M 4 AND PREPARATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. •••, •• INCHES TO 6-1l2 INCHES AT THE POINT OF PLACEMENT: 7. MAXIMUM LONGITUDINAL SLOPE FOR ANY SIDEWALK SHALL BE 1:20 (5%)�``�' 8. MAXIMUM TRANSVERSE SLOPE FOR ANY SIDEWALK SHALL BE 1:50 (2%) • FOR PATIO AREAS AND SIDEWALKS ISSUE GREATER THAN 6 FEET IN WIDTH, JOINT SEALANT BOND BREAKER TAPE OR SEE NOTE 11 ElPRELIMINARY USE #3 BARS 24" BOTH WAYS FOAM BACKER ROD REVIEW EXISTING NEW • • , , CONCRETE . • ' •, ❑ PERMITTING • ( 3/4" B. THE APPLICATION RATE FOR THE LIME IS ESTIMATED TO BE 6% BY DRY WEIGHT. THIS. PERCENTAGE IS TYPICALLY EQUIVALENT TO ABOUT 30 LBS/SYD OF LIME PER 6" STABILIZED 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 APPLICATION RATE MAYBE DIRECTED BY THE ENGINEER.- THE CONTRACTOR SHALL ALLOW 96 HOURS FOR R THIS TESTING TO BE PERFORMED. PREMOLDED WATERSTOP CONCRETE - - .' `• .. , . , , : -.M p . .:#., a A, z _. , -, a .. .. .. .o � .. � . � •. -.; - ,•.• • , - -' � � • � , •.'• " � .. , t �: ;° .. � a CONC (T2) WIDTH AS NOTED ON PLANS FINISHED 4 CONCRETE GRADE , , CONCRETE '. w _ BIDDING X CONST ❑ RUCTION REVISIONS #4 BARS @ 18" O.C.B.W C. TRAFFIC SHALL BE KEPT OFF OF THE TREATED SUB GRADE FOR 7 DAYS TO FACILITATE E CURING. � W A � � a � • • _ : •-• E NOTE 6 . � - THE STABILIZED SUBGRADE IS NOT SUITABLE FOR HEAVY CONSTRUCTION TRAFFIC PRIG RTO PAVING. � _ . ; . ., , .,. � � • .., .. ... ., , ,. , .. �° W „ 1 /2 R EDWOOD OR 5. CONCRETE SHALL MEET THE REQUIREMENTS OF TXDOT (2004) ITEM 421 -HYDRAULIC CEMENT -. • • • • '• • '• '"' • "' ' '' -•' •-''-'' •' -.•r-.• �-.• �;.•� :.'�:.• BITUMINOUS FELT,• EXPANSION JO T , W CONCRETE, CLASS A, WITH THE FOLLOWING MODIFICATIONS: MINIMUM 28 DAY COMPRESSIVE �' MATERIAL• STRENGTH OF 3,500 PSI; SLUMP SHALL RANGE FROM 4 INCHES TO 6-1/2 INCHES AT THE POINT OF REINFORCING 3/4" REDWOOD SMOOTH DOWELS I I I I V I I I .. ....•- PLACEMENT. STEEL EXPANSION N JOINT ( SEE T ABLE) SLEEVE ONE END INSET - A #3 BARS AT 18" LONGITUDINALq A EXPANSION JOIN COMPACT SUBGRADE TO STANDARD PROCTOR BARS AT 48" TRANSVERSE A95/ O (ASTM D698) 3T#3 SEE INSET - A 2T PAVEMENT THICKNESS & REINFORCEMENT DESCRIPTION SUBGRADE (T1) CONC (T2) REINFORCEMENT LIGHT DUTY 6" LIME STABILIZED 6" #4 BARS @ 18" O.C.B.W CONCRETE (WITH PREMOLDED WATERSTOP) EXISTING BUILDING „ RIGID PLASTIC,,,,..,.-_.,, __ ......--- GENERAL NOTES EXPANSION CAP W!- T ., REMOVABLE TOP TOOLED :.. GROOVE SUPERIOR PROFILES 1rHi z I . CONTRACTION JOINTS MUST BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ,• VOIDCAP # 21A -VC -750;- ' I 2. CONTRACTION JOINTS SHALL BE SAWN AT REGULAR INTERVALS BETWEEN EXPANSION JOINTS BOMETALS EXPANSION ,• a AS INDICATED ON THE PLAN OR JOINT SPACING DETAIL. IN ODD SHAPED ARFaS Aparwr, RnaRn nap it in*:), • ! F V V ■ L PAGE 15 of 19 A 5.• Np I)t i MATT A. GI.A�E d �.,.................... ..� �'°�• 99253 00 ��Fss� •.,.....• NGS P:\DC\STD—DET\SPECIAL\FIBERGLASS DUAL B.T. 8 .DWG TANK TAIN K 1 - 0 1/4"— /10 3 VACUUM SERVICE FIBERGLASS 20" ACCESS ISSUE FER TANK LATERALS "��,- WITH BOLTED, ? 23 COVER ❑ PRELIMINARY I -- ---- REVIEW z;;❑ . o ----- °-- _------- ❑ PERMITTING E; SUMP ACCESS HATCH g I „ ❑ BIDDING No I 11 7/16 o ° 22" DIA 12 ° o I X❑ CONSTRUCTION ACCESS „ , --------- '` — -- — , _ 3-1 /4 i — � TANK „ COVER 3 10 11 /16 L3 -1/4$p � TANK 2 SENSOR AN—OUTS (2) 6 7/8 DIA 12» I1 o 3 REVISIONS �' o r 11 7/16 F) - (BREATHER UNIT) i 3 I � _ '°A k 4 $ ---------- ------ --- 4 °F i` .. I . s 3 �a3n a- ----- sl , (2) 5 DIA. A 16 A (2) 4,, DIA. �— B i i I 11-1 2" 9 7/8 SECTION D- D 0A A o SECTION C- C PLAN VIEW OF TANK EQUIPMENT ASSEMBLY PLAN VIEW OF INTERMEDIATE PLATFORM 4'-5 5/16 „ NOTE: CAST IRON FRAME AND COVER ° ° o IS NOT TO BE SUPPORTED BY FIBERGLASS NON—TRAFFIC RATED o0 m . BASIN. COVER SHOWN, SEE �, mm 6 .o TRAFFIC COVER OPTION IF REQUIRED 3" AIRVAC VALVE r WITH SUPPLIED co co c TRAFFIC RATED CAST IRON FRAME & COVER TUBING GRADE ��� _q � r D -- p SEALED HINGED ACCESS , DOOR WITH RECESSED 1,-10 5/8 I HANDLE AND LOCK SCREWS A K _ 2,1.1 1 �4 » I }4 15 16 ° °1�:L - k o o STEEL COVER 1 C C ° ° 3 SERVICE LATERAL FACTORY BONDED E c o TO VALVE PIT4 U V. I fFBT2SS=72" 1�2„ FIBERGLASS DIVIDER PLATE— Z (* 0 0FBT2SS-1=84" i WITH 20" DIAMETER ACCESS & COVER o It FBT2SS-2=96" 6" AIR TERMINALi N > F- FBT2SS-3=108" CONNECTION I FBT2SS-4=120"(USE) CAP IF NOT NOMINAL 48,, DIA FIBERGLASS ° ° USED 2» DI'A. SENSOR PIP BUFFER TANK PROJECT 6" SCH 40 3 &A. SUCTION PI E OVERLOOK ° ° PVC GRAVITY I RV PARK ° ° FLOWLINE STUB -OUT PER PLAN 11 7/1 „ I TOP VIEW i NON -TRAFFIC RATED STEEL PLATE COVER ! ORTO'CONNOR, AVE. 1,_2 1/8" —►-6 THICK X 6' SQUARE ANTI -FLOAT COLLAR — TITLE SECTI6N B—B SECTION A—A STANDARD NOTE: ALL BUFFER TANKS ARE DO NOT MAKE ANY OTHER DETAILS TO BE EQUIPPED WITH AN APPROVED GRAVITY LINE PENETRATIONS AIR INTAKE ASSEMBLY. CONTACT UNLESS AUTHORIZED BY AIRVAC FOR APPROVED METHODS. AIRVC IN CONSIDERATION OF THE RECEIPT OF THIS ® DOCUMENT, THE RECIPIENT AGREES NOT TO REPRODUCE, COPY, nTLE - .® 5 REVISED DRAWING TO CURRENT STYLE(MAT) 7/29/09 DATE 04/19/18 USE, OR TRANSMIT THIS DOCUMENT AND/OR THE INFORMATION THEREIN CONTAINED IN WHOLE OR IN DUAL BUFFER 'TANK DPART, OR TO SUFFER SUCH ACTION BY OTHER, FOR ANY PURPOSE EXCEPT WITH THE WRITTEN PERMISSION 4 REVISED DRAWING TO CURRENT STYLE (JMM) 1-29-08 p JOB NUMBER E22013.00 OF AIRVAC, INC. AND FURTHER AGREES TO SURRENDER SAME TO AIRVAC, INC. UPON DEMAND. FIBERGLASS CONSTRUCTION 3 REVISED DRAWING WITH NEW STYLE BUFFER TANK (JMM) 6-22-06 SHEET VACUUM WITH INTERNAL SUMP BREATHER SEWE'F"t S WI5-2-06 ® 2 REVISED NTH NEW "F" SERIES VALVE (JMM) The Viable .Alternative C 8,4 REVISED SUMP BREATHER HOLE slzE 1 3/17/00 NOT TO SCALE 68® AIRVAC, INC. TELEPHONE (574) 223-3980 os—o7-00 DRAWN BY MDM c"n= scn�E oRnwn"c "o. P.O. BOX 528, 4217 N. OLD U.S. 31, ROCHESTER, INDIANA 46975 U.S.A. - FAX (574) 223-5566 COPYRIGHT © AIRVAC, INC. NO. REVISIONS E DATE DEsic" BY MAT COPYRIGHT 0 AFMC ® PAGE 17 of 19 NOTES; 1. ALL GROMMETS FOR VALVE PIT AND SUMP SUPPLIED BY AIRVAC. 2 ALL HOLES IN VALVE PIT AND PIT BOTTOM ARE FACTORY CUT Al GRAVITY LINES— IN ALL INSTALLATIONS, SEWAGE SHALL FLOW BY GRAVITY TO THE COLLECTION SUMP INSTALL GRAVITY LINES IN ACCORDANCE WITH ALL NATIONAL AND LOCAL CODES IN CONSIDERATION OF THE RECEIPT OF THIS DOCUMENT, THE RECIPIENT AGREES NOT TO REPRODUCE, COPY, ® USE, OR TRANSMIT THIS DOCUMENT AND/OR THE INFORMATION THEREIN CONTAINED IN WHOLE OR IN APART,DQ OR TO SUFFER SUCH ACTION BY OTHER, FOR ANY PURPOSE EXCEPT WITH THE WRITTEN PERMISSION OF AIRVAC, INC. AND FURTHER AGREES TO SURRENDER SAME TO AIRVAC, INC. UPON DEMAND.. LIFT DETAILS FOR 3 TEMS p ":EW o SERVICE LATERAL U U ' U U The Viable Alternative AIRVAC, INC. TELEPHONE (574) 223-3980 P.O. BOX 528, 4217 N. OLD U.S. 31, ROCHESTER, INDIANA 46975 U.S.A. FAX (574) 223-5566 COPYRIGHT 0 AIRVAC, INC. 10 ID E m co C0 00O U 00(O L, U) u) U .� mm C7 M t'3 F_ is LL Q� 0 a� ti E xf co Usti d U- 0 N>�. PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STANDARD DETAILS DATE 04/19/18 JOB NUMBER E22013.00 SHEET C8.5 PAGE 18 of 19 GRAVITY LINE CONNECTION OPENINGS IN THE SUMP ARE FIELD CUT. 3. ONLY HOMES OR APARTMENTS WHOSE LOWER FLOOR ELEVATIONS ARE THE SAME SHOULD BE CONNECTED TO A COMMON VACUUM VALVE PIT INSTALLATION. SOME LOCAL CODES MAY REQUIRE THE INSTALLATION OF A BACKFLOW PREVENTER IN THE HOME OWNERS` GRAVITY LINES. WITH MULTIPLE FLOOR APARTMENTS, EACH FLOOR LEVEL SHOULD BE SERVICE BY ITS OWN VACUUM VALVE PIT PACKAGE. 4. WHEN INSTALLING ANY PIPE THROUGH A GROMMET, USE ONLY WATER, MILD DETERGENT, OR SILICONE LUBRICANT. NEVER USE PIPE JOINT GREASE. _ - - - - =1_1 t—til. — — - F - IMPORTANT - 5. DO NOT INSTALL VACUUM VALVE UNTIL HOME GRAVITY LINE IS=1; t, - MINIMUM 5' ADJACENT TO MAIN CONNECTED TO PIT PACKAGE AND AIR INTAKE IS IN PLACE. —I ► �- -I FALL TOWARD MAIN .2% 45° SCH 40 ELL 6. DUAL FFER TANK FIBERGLASS CONSTRUCTION WITH INTERNAL SUMP WYE IN VERTICAL POSITION BREATHER. - 1` ' INVERT of SERVICE VACUUM SEWER MAIN SHOWN LATERAL FLOWING INTO PAPER FALL TOWARD MAIN .2%—► MUST BE ABOVE CROWN • OF MAIN „� _ — =1 � i—' ' hPfR_S`T-`DIRECTIONAL CHANGE 1.0 FT LIFTS PREFERRED MINIMUM 5.0 FT. FROM VALVE PIT (1) 3.0 FT LIFT (MAX) ' WITH AIRVAC APPROVAL FALL TOWARD MAIN .2% —�- 45° GRAVITY LINES— IN ALL INSTALLATIONS, SEWAGE SHALL FLOW BY GRAVITY TO THE COLLECTION SUMP INSTALL GRAVITY LINES IN ACCORDANCE WITH ALL NATIONAL AND LOCAL CODES IN CONSIDERATION OF THE RECEIPT OF THIS DOCUMENT, THE RECIPIENT AGREES NOT TO REPRODUCE, COPY, ® USE, OR TRANSMIT THIS DOCUMENT AND/OR THE INFORMATION THEREIN CONTAINED IN WHOLE OR IN APART,DQ OR TO SUFFER SUCH ACTION BY OTHER, FOR ANY PURPOSE EXCEPT WITH THE WRITTEN PERMISSION OF AIRVAC, INC. AND FURTHER AGREES TO SURRENDER SAME TO AIRVAC, INC. UPON DEMAND.. LIFT DETAILS FOR 3 TEMS p ":EW o SERVICE LATERAL U U ' U U The Viable Alternative AIRVAC, INC. TELEPHONE (574) 223-3980 P.O. BOX 528, 4217 N. OLD U.S. 31, ROCHESTER, INDIANA 46975 U.S.A. FAX (574) 223-5566 COPYRIGHT 0 AIRVAC, INC. 10 ID E m co C0 00O U 00(O L, U) u) U .� mm C7 M t'3 F_ is LL Q� 0 a� ti E xf co Usti d U- 0 N>�. PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STANDARD DETAILS DATE 04/19/18 JOB NUMBER E22013.00 SHEET C8.5 PAGE 18 of 19 IN CONSIDERATION OF THE RECEIPT OF THIS DOCUMENT, THE RECIPIENT AGREES NOT TO REPRODUCE, COPY, USE, OR TRANSMIT THIS DOCUMENT AND/OR THE INFORMATION THEREIN CONTAINED IN WHOLE OR IN QPART, OR TO SUFFER SUCH ACTION BY OTHER, FOR ANY PURPOSE EXCEPT WITH THE WRITTEN PERMISSION OF AIRVAC, INC. AND FURTHER AGREES TO SURRENDER SAME TO AIRVAC, INC. UPON DEMAND. WAC . p o AIRVAC STANDARDS VAG`UUM EWER "Y�TC M � . The. Viable Aiternatrve AIRVAC, INC. TELEPHONE (574) 223-3980 P.O. BOX 528, 4217 N. OLD U.S. 31, ROCHESTER, INDIANA 46975 U.S.A. FAX (574) 223-5566 COPYRIGHT ® AIRVAC, INC. ......Ottt ........................a.1 j MATT A. GLAZE v �.o:. 99253 .�Q•� ► e���yN • �N� ISSUE PRELIMINARY REVIEW PERMITTING BIDDING FX CONSTRUCTION REVISIONS wwE U C70') C6 i' --i Lo � U T r i CD C coco cu LL Q) A__1 . r..1 T" 0 v 0 N� EXE (� I0 LL Z *k � 0 UJ N >F - PROJECT OVERLOOK RV PARK W' HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STANDARD DETAILS DATE 04/19/18 JOB NUMBER E22013.00 SHEET C8.6 PAGE 19 of 19 GENERAL NOTES PRELIMINARY MATTERS 1. THE INSTRUCTIONS GIVEN BY THE NOTES ON THIS SHEET DO NOT CONSTITUTE SEPARATE PAY ITEMS UNLESS SPECIFICALLY INCLUDED IN THE PROPOSAL FORM. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS LISTED IN THE CONTRACT DOCUMENTS & THE STANDARD DETAILS INCLUDED OR REFERENCED IN THE PLANS. 3. ANY CHANGES OR REVISIONS TO THESE PLANS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW & APPROVAL PRIOR TO IMPLEMENTATION. 4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE & WERE OBTAINED FROM EXISTING RECORDS & VISIBLE EVIDENCE ON THE GROUND. IT IS EXPECTED THAT THERE MAY BE SOME DISCREPANCIES & OMISSIONS IN THE LOCATIONS & QUANTITIES OF EXISTING UTILITIES & STRUCTURES SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATION & DEPTH OF ALL KNOWN EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION SO THAT CONFLICTS CAN BE AVOIDED. WHEN AN EXISTING UTILITY OR UNDERGROUND PIPELINE IS ENCOUNTERED, THAT WAS PREVIOUSLY NOT LOCATED OR INCORRECTLY LOCATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER & THE APPROPRIATE UTILITY COMPANY TO OBTAIN PROCEDURAL INSTRUCTIONS. THE CONTRACTOR SHALL COOPERATE WITH THE APPROPRIATE UTILITY COMPANY IN MAINTAINING ACTIVE SERVICES IN OPERATION. 5. EXISTING PAVING, BUILDINGS & OTHER ITEMS SHOWN ON PLANS, BUT NOT SPECIFICALLY RELATED TO THE WORK OF THE CONTRACTOR, ARE FOR INFORMATIONAL PURPOSES ONLY & MAY BE SHOWN TO A LESSER ACCURACY OR TO A LESSER DEGREE OF DETAIL THAN THE REMAINDER OF THE PLANS. 6. ELEVATIONS SHOWN ON THE PLAN & FOLLOWED BY A "±" SYMBOL, INDICATE THAT THE ENGINEER'S INTENTION IS TO MATCH THE EXISTING GRADE OF THE TIE-IN PAVEMENT OR STRUCTURE. THE CONTRACTOR SHALL VERIFY THE ELEVATION AT THESE LOCATIONS & NOTIFY THE ENGINEER IMMEDIATELY, IF THE PLAN ELEVATION VARIES SIGNIFICANTLY. 7. WHERE ELEVATIONS ARE SHOWN ON THE PLAN AS "TBD", IT INDICATES THAT THE ELEVATIONS ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THIS NOTATION IS TYPICALLY USED FOR BURIED UTILITIES WHO'S ELEVATION COULD NOT BE DETERMINED BY AS -BUILT PLANS, OR PROBING DURING THE DESIGN PHASE OF THE PROJECT. THE CONTRACTOR SHALL EXCAVATE THE UTILITY, DETERMINE THE ELEVATION, AND NOTIFY THE ENGINEER IMMEDIATELY, SO THAT ADJUSTMENTS MAY BE MADE TO THE DESIGN PRIOR TO ORDERING MATERIALS OR SCHEDULING THE WORK. 8. THE OWNER/ENGINEER RESERVE THE RIGHT TO MAKE REASONABLE ADJUSTMENTS IN LINE AND/OR GRADE IN ORDER TO AVOID CONFLICTS WITH NON-RELOCATABLE STRUCTURES OR OTHER UTILITIES. THE CONTRACTOR AGREES TO MAKE SUCH REASONABLE ADJUSTMENTS AT NO COST TO OWNER OR ENGINEER. 9. EXISTING ELECTRICAL LINES ARE LOCATED CLOSE TO THE PROJECT. THE ATTENTION OF THE CONTRACTOR IS DIRECTED TO THE STATE LAW (VERNON'S ANNOTATED TEXAS STATUTES, ARTICLE 1436(C)) CONCERNING OPERATIONS IN THE VICINITY OF ELECTRICAL LINES & THE NEED FOR EFFECTIVE PRECAUTIONARY MEASURES. 10. THE MUNICIPALITY SHALL PERFORM ALL OPERATION INVOLVING OPENING & CLOSING OF VALVES ON EXISTING PUBLIC WATER MAINS. THE CONTRACTOR SHALL VERIFY MAINS ARE DEAD BEFORE PERFORMING WORK ON EXISTING MAINS. NOTIFICATION REQUIREMENTS 1. THE CONTRACTOR SHALL GIVE A MINIMUM OF 72 HOURS NOTICE TO THE OWNER, ENGINEER & PERSONS IN CHARGE OF PRIVATE & PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF WORK. 2. AT LEAST 48 HOURS PRIOR TO COMMENCING ANY ACTIVITY FOR A TCEQ REGULATED SANITARY SEWER AND/OR WATER COLLECTION SYSTEM(S), THE CONTRACTOR SHALL NOTIFY THE LOCAL TCEQ's REGIONAL OFFICE, IN WRITING, OF THE DATE ON WHICH CONSTRUCTION WILL BEGIN. 3. AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS REQUIRED TO NOTIFY TEXAS ONE CALL AT 1-800-245-4545. 4. THE CONTRACTOR SHALL NOTIFY LOCAL EMERGENCY SERVICES (I.E. FIRE, E.M.S. & POLICE) OF ANY CONSTRUCTION ACTIVITIES THAT WOULD AFFECT THE NORMAL FLOW OF TRAFFIC. 5. THE CONTRACTOR SHALL GIVE A MINIMUM OF 48 HOURS NOTICE TO THE ENGINEER & AUTHORIZED TESTING LABORATORY PRIOR TO REQUIRED TESTS. 6. THE CONTRACTOR SHALL GIVE A MINIMUM OF 48 HOURS NOTICE TO THE ENGINEER & THE OWNER PRIOR TO TESTING OF SANITARY SEWER & WATER LINES. INSPECTION BY THE MUNICIPALITY IS REQUIRED FOR ALL TESTING OF SANITARY SEWER & WATER LINES. K07►1i:70"ril:Kyl'�ylil0&I11.110191 1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER & THE ENGINEER OF ANY DISCREPANCIES, ERRORS, OR OMISSIONS, DISCOVERED IN THE FIELD OR ON THE PLANS. 2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER & THE ENGINEER, VERBALLY & IN WRITING, OF ANY FUEL OR TOXIC MATERIAL SPILLS ONTO THE PROJECT/CONSTRUCTION AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF FUELS, WASTE MATERIALS & CONTAMINATED EXCAVATIONS IN A LEGALLY APPROVED MANNER. 3. THE CONTRACTOR SHALL COORDINATE INTERRUPTIONS OF ALL UTILITIES & SERVICES WITH APPLICABLE UTILITY COMPANY, OWNER & TENANT. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY COMPANY OR AGENCY INVOLVED. 4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INGRESS & EGRESS FOR ALL PUBLIC & PRIVATE FACILITIES AT ALL TIMES & FOR ALL WEATHER CONDITIONS, UNLESS OTHERWISE INDICATED ON THE PLANS OR APPROVED BY THE ENGINEER. 5. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE & MAINTAIN ALL NECESSARY WARNING & SAFETY DEVICES (FLASHING LIGHTS, FLAG MEN, BARRICADES, SIGNS, ETC.) TO PROTECT THE PUBLIC SAFETY & HEALTH UNTIL THE WORK HAS BEEN COMPLETED & ACCEPTED BY THE ENGINEER & OWNER. ALL BARRICADING SHALL BE DONE IN COMPLIANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 1 6. THE CONTRACTOR SHALL MAINTAIN ALL REGULATORY SIGNS DURING THE CONSTRUCTION PERIOD. 7. THE CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR ARE TO BE OBTAINED AT THE CONTRACTOR'S EXPENSE. 8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING & MAINTAINING SANITARY FACILITIES ON THIS PROJECT FOR EMPLOYEES. 1 9. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FLOW IN DITCHES & STORM SEWERS AT ALL TIMES. GENERAL NOTES CONTRACTOR'S RESPONSIBILITIES (CONT.) 10. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ALL EXCESS CONSTRUCTION & WASTE MATERIALS. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, & FEDERAL REQUIREMENTS REGARDING HANDLING & DISPOSAL OF EXCESS & WASTE MATERIAL. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO AREAS AROUND CONCRETE PAVEMENT & STRUCTURES TO ENSURE THAT CONSTRUCTION DEBRIS IS REMOVED & PROPERLY DISPOSED OF PRIOR TO BACKFILLING & THE APPLICATION OF TOPSOIL. EXCESS SOIL, ROCK OR SPOIL MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE & DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE. 11. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION. COPIES OF OSHA STANDARDS MAY BE PURCHASED FROM THE U.S. GOVERNMENT PRINTING OFFICE. INFORMATION & RELATED REFERENCE MATERIALS MAY BE OBTAINED FROM OSHA, 903 SAN JACINTO, AUSTIN, TEXAS. 12. DESIGN INSTALLATION, MAINTENANCE, & INSPECTION OF TRENCH SAFETY SYSTEMS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF EXCAVATIONS, TRENCHING & SHORING, FEDERAL OCCUPATION SAFETY & HEALTH ADMINISTRATION (OSHA) STANDARDS, 29CFR, PART 1926, SUBPART P, AS AMENDED, INCLUDING FINAL RULE, PUBLISHED IN THE FEDERAL REGISTER VOL. 209 ON TUESDAY, OCTOBER 31, 1989. TRENCH SAFETY SYSTEMS SHALL ALSO BE IN ACCORDANCE WITH TEXAS HEALTH & SAFETY CODE ANN., 756.021 (VERNON 1991). 13. THE CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACILITIES (INCLUDING BUILDINGS, STRUCTURES, ROADWAYS, PARKING AREAS, DRIVEWAYS, UTILITIES, ETC.) FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT OF THE CONSTRUCTION OPERATIONS ARE TO BE REPAIRED IMMEDIATELY BY THE CONTRACTOR TO A CONDITION SIMILAR OR EQUAL TO THAT EXISTING BEFORE THE DAMAGE WAS DONE. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE FACILITY OWNER & THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 14. THE CONTRACTOR SHALL LOCATE, PROTECT & MAINTAIN BENCHMARKS, MONUMENTS & CONTROL POINTS. THE CONTRACTOR SHALL RE-ESTABLISH DISTURBED OR DESTROYED ITEMS AT HIS EXPENSE. THE RE-ESTABLISHMENT SHALL BE PERFORMED UNDER THE DIRECTION OF A TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR. 15. WATER NECESSARY FOR CONSTRUCTION SHALL BE PROVIDED & PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL ARRANGE FOR A METERED CONNECTION(S) & SHALL PROVIDE THE PROPER EQUIPMENT TO PREVENT CROSS -CONNECTION. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHARGES ASSOCIATED WITH TEMPORARILY SECURING OR TEMPORARILY RELOCATING POWER POLES THAT INTERFERE WITH THE CONSTRUCTION OPERATIONS. THIS DOES NOT APPLY TO THE PERMANENT RELOCATION OF POWER POLES THAT ARE PHYSICALLY IN CONFLICT WITH THE PROPOSEDIMPROVEMENTS. 17. THE CONTRACTOR SHALL CLEAR STREETS, SIDEWALKS, DRIVEWAYS, & PARKING LOTS OF ALL CONSTRUCTION MATERIALS, EQUIPMENT, TRAFFIC CONTROL DEVICES, DIRT, & DEBRIS CAUSED BY CONSTRUCTION AT THE END OF EACH CONSTRUCTION PERIOD. ALL OPEN EXCAVATIONS & PITS MUST BE BARRICADED, FENCED, OR PLATED OVER WHEN NOT IN USE. 18. GRAVITY MAINS SHALL BE INSTALLED IN THE UPSTREAM DIRECTION, BEGINNING AT THE LOWEST POINT IN THE SYSTEM. THE CONTRACTOR IS REQUIRED TO VERIFY THE LOCATION, ELEVATION & CONDITION OF THE DOWNSTREAM CONNECTION POINTS & INVESTIGATE ALL POTENTIAL CONFLICTS WITH EXISTING UNDERGROUND UTILITIES, PRIOR TO BEGINNING THE NEW UTILITY INSTALLATION. 19. UTILITY MAINS MUST BE INSTALLED WITH ADEQUATE COVER TO PREVENT FLOATATION & TO SUPPORT CONSTRUCTION LOADS. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE COVER IS MAINTAINED OVER THE UTILITY DURING CONSTRUCTION. IF ADEQUATE COVER CANNOT BE MAINTAINED, THE CONTRACTOR SHALL UTILIZE CEMENT STABILIZED BACKFILL AND/OR ADDITIONAL TEMPORARY OVERBURDEN TO ACHIEVE THE SAME GOALS. 20. THE CONTRACTOR SHALL PLACE & COMPACT BACKFILL AS PROMPTLY AS PRACTICAL AFTER COMPLETION OF EACH STRUCTURE OR PORTION OF A STRUCTURE. DO NOT, HOWEVER, PLACE BACKFILL AGAINST NEWLY CONSTRUCTED CONCRETE WALLS OR SIMILAR STRUCTURES UNTIL CONCRETE HAS CURED AT LEAST 7 -DAYS. 21. UNLESS OTHERWISE NOTED ON PLANS OR IN SPECIFICATIONS, THE CONTRACTOR SHALL PLACE & COMPACT BACKFILL AROUND UTILITY STRUCTURES IN ACCORDANCE WITH APPLICABLE TRENCH ZONE BACKFILL DETAIL FOR UTILITY LINE. 22. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION PRIOR TO ACCEPTANCE OF THE PROJECT. STORM WATER POLLUTION PREVENTION PLAN CONTRACTOR SHALL EMPLOY MEASURES AND CONSTRUCTION PRACTICES TO PREVENT EROSION AT OR ADJACENT TO THE PROJECT SITE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING SW3P MEASURES TO COMPLY WITH THE STORM WATER POLLUTION PREVENTION REQUIREMENTS OF LOCAL, STATE, AND FEDERAL REGULATORY AGENCIES INCLUDING, BUT NOT LIMITED TO, THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) AND THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY (EPA). EROSION CONTROL SHALL BEGIN AT THE ONSET OF THE PROJECT (PRIOR TO MOBILIZATION) AND BE MAINTAINED THROUGHOUT THE DURATION OF THE WORK UNTIL FINAL ACCEPTANCE. ALL PROJECTS FALL UNDER ONE OF THREE CATEGORIES OF SITE DISTURBANCE DEPENDING UPON THE TOTAL AREA BEING DISTURBED. THE FOLLOWING IS ONLY A BRIEF OVERVIEW OF THE REQUIREMENTS. THE CONTRACTOR SHALL REVIEW TCEQ GENERAL PERMIT NUMBER TXR150000 RELATING TO DISCHARGES FROM CONSTRUCTION ACTIVITIES AND IMPLEMENT ALL REQUIRED MEASURES. �REATER THAN 5 ACRES: WHEN YOU DISTURB 5 ACRES OR MORE OF LAND OR ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH WILL DISTURB 5 OR MORE ACRES OF LAND, YOU MUST FOLLOW THESE STEPS BEFORE DISCHARGING STORM WATER TO ANY SURFACE WATER IN THE STATE OF TEXAS: 1. PREPARE & SUBMIT A NOTICE OF INTENT (NOI) TO THE TCEQ. ELECTRONIC SUBMISSIONS ARE GRANTED IMMEDIATE COVERAGE & RECEIVE A DISCOUNTED FEE. PAPER SUBMISSIONS RECEIVE PERMIT COVERAGE 7 DAYS FROM THE DATE OF POSTMARK. FOR INFORMATION CALL (512) 239-4671. 2. SUBMIT COPIES OF YOUR NOI & SITE NOTICE TO YOUR LOCAL MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) OPERATOR. 3. DEVELOP & IMPLEMENT A STORM WATER POLLUTION PREVENTION PLAN (SWP3) 5. BEFORE STARTING CONSTRUCTION, POST A COPY OF YOUR NOI & THE LARGE CONSTRUCTION SITE NOTICE AT YOUR JOB SITE. 6. SUBMIT A NOTICE OF TERMINATION WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING OCCURS: (a) FINAL STABILIZATION HAS OCCURRED; (b) ANOTHER PERMITTED OPERATOR HAS ASSUMED CONTROL OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED & ALL SILT FENCES & OTHER TEMPORARY EROSION CONTROL MEASURES HAVE EITHER BEEN REMOVED, SCHEDULED FOR REMOVAL, OR TRANSFERRED TO A NEW OPERATOR AS DESCRIBED IN THE SWP3. PIPE MATERIALS PRIVATE UTILITIES 1. PRIVATE GRAVITY SANITARY SEWER SHALL BE CONSTRUCTED OF SDR 26 PVC MEETING THE REQUIREMENTS OF ASTM D 3034 OR SCHEDULE (SCH) 40 PVC MEETING THE REQUIREMENTS OF ASTM D 2665 OR AS DESIGNATED ON THE PLANS. PRIVATE GRAVITY SANITARY SEWER PIPE SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH LOCAL CODES AND ADOPTED INTERNATIONAL PLUMBING CODE. THE MINIMUM SLOPE FOR SANITARY SEWER LINES 3" TO 6" SHALL BE 1/8" PER FOOT. THE MINIMUM SLOPE FOR SANITARY SEWER LINES 8" AND LARGER SHALL BE 1/16" PER FOOT. 2. PRIVATE WATER SERVICE LINES, LOCATED ON THE PRIVATE SIDE OF THE METER, SHALL BE CONSTRUCTED AS FOLLOWS: A. SERVICE LINES 4 -INCHES IN DIAMETER & LARGER SHALL BE CONSTRUCTED OF C900 PVC. B. SERVICE LINES LESS THAN 4 -INCHES IN DIAMETER, BUT LARGER THAN 2 -INCHES IN DIAMETER, SHALL BE CONSTRUCTED OF SCH 40 PVC. C. SERVICE LINES 2 -INCHES IN DIAMETER & SMALLER SHALL BE CONSTRUCTED OF CROSS LINKED POLYETHYLENE (PEX-A) IN ACCORDANCE WITH LOCAL CODES. D. PRIVATE WATER SERVICE LINES SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH LOCAL CODES AND ADOPTED INTERNATIONAL PLUMBING CODE. 3. PRIVATE STORM SEWER MAINS, DESIGNATED ON THE PLANS AS "RCP" SHALL BE CONSTRUCTED OF CLASS III REINFORCED CONCRETE PIPE. PRIVATE STORM SEWER MAINS DESIGNATED ON THE PLANS AS "HDPE" SHALL BE DUAL WALL HIGH DENSITY POLYETHYLENE, WITH SOIL -TIGHT, RUBBER, GASKETED JOINTS. STORM SEWER MAINS, DESIGNATED ON THE PLANS ONLY AS "STM", MAY BE EITHER RCP OR HDPE AS SPECIFIED ABOVE. COMPANY URBAN ENGINEERING TEXAS ONE CALL DIG TESS, ONE -CALL NOTIFICATION LIST OF CONTACTS CONTACT RAY BRIDGES TOM SCHMIDT MATT GLAZE PHONE NUMBER (361)578-9836 (361) 578-9836 (361)578-9836 (800) 245-4545 (800) DIG-TESS LIST OF ABBREVIATIONS ABBREVIATIONS DESCRIPTION B -B BACK TO BACK BC BACK OF CURB BM SURVEY BENCHMARK CI CURB INLET CJ CONTRACTION JOINT DCO DOUBLE CLEAN OUT EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE EXIST EXISTING EJ EXPANSION JOINT FDC FIRE DEPARTMENT CONNECTION F -F FACE TO FACE FG FINISHED GRADE FF FINISHED FLOOR FIRE HYD, FH FIRE HYDRANT FL FLOW LINE FC, FOC FACE OF CURB FSR FOUND STEEL ROD GI GRATE INLET HDPE HIGH DENSITY POLYETHYLENE HB HOSE BIB LP LIGHT POLE L&C LOCATE & CONNECT MH MANHOLE NG NATURAL GRADE NV NOT VERIFIED PL PROPERTY LINE PP POWER POLE PROP PROPOSED RCP REINFORCED CONCRETE PIPE S.E.T SLOPED END TREATMENT or SAFETY END TREATMENT SP SAMPLE PORT SAN SWR, SS SANITARY SEWER SS CLEANOUT SANITARY SEWER CLEAN OUT SS MH SANITARY SEWER MANHOLE SSR SET STEEL ROD SWR SERVICE, SWR SER SEWER SERVICE STM STORM SEWER SW TOP OF SIDEWALK TBD TO BE DETERMINED (SEE NOTE 7 OF PRELIMINARY MATTERS) TC TOP OF CURB TEL TELEPHONE TG TOP OF GRATE TP TOP OF PAVEMENT TR TOP OF RIM UC UNDER CONSTRUCTION UE UTILITY EASEMENT WTR WATER WV WATER VALVE ± INDICATES CONTRACTOR SHALL MATCH EXIST ELEVATION (SEE NOTE 6 OF PRELIMINARY MATTERS) MATT A. +GLAZE ..................... 99253 ISSUE ❑XEl PRELIMINARY REVIEW PERMITTING BIDDING CONSTRUCTION REVISIONS PROJECT OVERLOOK RV PARK (.0( 000 o MOD cb c6 T L O > cococu c L W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE GENERAL NOTES DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C2 PAGE 2 of 19 W oN m O�N X. XT x x O FL15^ 8.85 � x 00 .I 1 7 1 i1 I 1 co BENCHMARK. PANEL POINT ELEV 1155 NAVo-88 BY LOT 16 FU5" 893 N C�l \\0 KEYED NOTES LOT I 1 CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING PRELIMINARY BUILDING/BARN. LOT 10 L ? CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING FENCE. J O CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE OF CONCRETE LOT9 SIDEWALK. D REVISIONS LOTS CONTRACTOR SHALL COORDINATE WITH ELECTRICAL COMPANY TO REMOVE OR RELOCATE OVERHEAD POWER LINE, POWER POLES AND GUY ANCHORS. LOT LOT6 LOT5 LOT4 LOTS 2 O LOT 2 �O Uj LOT BL OCK B PP W oN m O�N X. XT x x O FL15^ 8.85 � x 00 .I 1 7 1 i1 I 1 co BENCHMARK. PANEL POINT ELEV 1155 NAVo-88 BY LOT 16 FU5" 893 N C�l \\0 KEYED NOTES CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING PRELIMINARY BUILDING/BARN. Z 0_ L ? CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING FENCE. J O CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE OF CONCRETE LTJ SIDEWALK. D REVISIONS CONTRACTOR SHALL COORDINATE WITH ELECTRICAL COMPANY TO REMOVE OR RELOCATE OVERHEAD POWER LINE, POWER POLES AND GUY ANCHORS. WARRANTY DEED MARC L. DEER AND MELISSA DEER TO PORTO'CONNORCOUNTRYCLUS, LP TRACT 2: CALLED 4.60 ACRES VOL UME 297, PAGE 848 OFFICIAL PUBLIC RECORDS, CALHOUN COUNTY, TEXAS FEB. S, 2002 x\(p x\lk x\(p X\\O x\0 x\')� 6 \\ ' 10 O '� /0 /8^ STEEL PIPE OHE DHE -- -- -- LIT �5^ 8.82 /b—S61'32'1911 W 388.75' i FLIF 9.87 , , FU8" 9.06 —FU5^ 8.85 �� i \\• 1 i i i i ��� 1 i // i i ��. ...........................x.................................................................................... X .............. ........................ HARRISON AVE. x\* ................................................................................................................ �BM................. x�\1k LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 BENCHMARK. PANEL POINT ELEV 1128 NAVo-88 DEMOLITION PLAN GRAPHIC SCALE IN FEET TRUE �� PLAN 0 30 60 90 120 ao NORTH a D NORTH ........................:: MATT A. GLAZE 99253 ;�� /�/�/'®ro-- ISSUE PRELIMINARY REVIEW PERMITTING BIDDING �X CONSTRUCTION REVISIONS tX co co O � m U cb Lo Lo O > co co c: co co m �c� u- 2 Q) W �J Q) r V/ U L E x `r° U a) z. TO *k (D _1 W O O � PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE DEMOLITION PLAN DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C 3. 1 PAGE 3 of 19 1 ►R t X x r7 0 BENCHMARK: PANEL POINT ELEV 1851 NAVo-88 N61°31'42"E 388.75' BM x10 e 10 KEYED NOTES CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING PRELIMINARY BUILDING/BARN. Z 0_ L ? CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE EXISTING FENCE. J ❑ O CONTRACTOR SHALL COORDINATE WITH OWNER TO REMOVE AND DISPOSE OF CONCRETE LTJ SIDEWALK. 0 REVISIONS CONTRACTOR SHALL COORDINATE WITH ELECTRICAL COMPANY TO REMOVE OR RELOCATE OVERHEAD POWER LINE, POWER POLES AND GUY ANCHORS. GENERAL WARRANTY DEED EARL W. SMYTH, ET UX AND PATRICIA ANN SMYTH TO POR T O'CONNOR COUNTR Y CL US, LP TRACT 2: CA LLED 9. 87 A CRES VOLUME 252, PAGE 495 OFFICIAL PUBLIC RECORDS, CALHOUN COUNTY, TEXAS APR. 17, 2000 DEMOLITION PLAN GRAPHIC SCALE IN FEET 0 30 60 90 120 aoTRUE PLAN NORTH a D NORTH ........................:: MATT A. GLAZE 99253 „�� /�/�/'®ro-- ISSUE ❑ PRELIMINARY ❑ REVIEW ❑ PERMITTING ❑ BIDDING ❑X CONSTRUCTION REVISIONS co co co co o � m U 00 (o'i O > co co c: ccs �c� u- 2 Q� V/ U m L E x `r° U (1) LL .T *k d O W O O 2 � PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE DEMOLITION PLAN DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C 3.2 PAGE 4 of 19 10.03' 24' LOT I 1 E S H LOT 10 L I N E S I x� LOT9 (o 0 ) \ LOTS Q �Ol LOT cr- O z a LOT6 I = w I Q 3 Q U x: I C/) I ' x.'' LOT5 • LOT4 LOTS 2 O LOT 2 �O u� LOT BL OCK B 10.03' 24' /r 26 25 24 !iI T C H T C H bo m 0 N L I N E S H . L I N E S I x� l > (o 0 ) \ ' Q �Ol W cr- O I = w I x: I C/) I ' x.'' • !x /r 26 25 24 !iI T C H T C H bo m 0 N L I N E S H T. L I N E S H T. 9.26 ACRES POND 1� —8�_ 00 rn O ( /12 �y 6' Tl- I x X \� I V, N • 1 1 1ti � O o 8 ss, 1c� 4 40. p. I :3 0' o� , R 3p p, 3p�4 PP\\, X\\ v —49-94154'424 •tee r _ \ tk OHI0 EX LA EXIST 6"WTResir �QQ FLI5"8.85 15" RCP FU5" 8.82 EXIST SAN SWR VACUUM MAIN iL� EXIST SAN SWR VACUUM MAIN C 4 2 C 4 1 1� 35'x 45' LOT 35'x 45' LOT �0 �10r- 135'x45' LOT 0 3 5' x 45' LOT Xx 45' OT 35'x45' LOT 35'x 45' LOT I 'x45' LOT 0) �O 35'x 45' LOT \\0 i 1 DHE X115 885 i i —� /L — — — — — — — �. BENCHMARK: PANEL POINT 90' 1 19.3 5' a ELEv 11.55 NAVo-88 BM_ HARRISON AVE. BM "\* X................................................................................................................ ................ LOT 16 FU5" 893 LOT 17 LOT 18 LOT 19 1_0T-10 LOT21 BENCHMARK. PANEL POINT ELEV 1128 NAVo-88 KEYED NOTES () a ACCESSIBLE PARKING SPACE IN ACCORDANCE WITH THE STANDARD DETAIL. 6/C8.3. Z_ ACCESSIBLE PARKING SIGN IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.3. W 4•' WIDE YELLOW PAINTED STRIPE. WARRANTY DEED MARC L. DEER AND MELISSA DEER TO PORTO'CONNORCOUNTRYCLUS, LP TRACT 2.' CALLED 4.60 ACRES VOL UME 297, PAGE 848 OFFICIAL PUBLIC RECORDS, CALHOUN COUNTY, TEXAS FEB. 5, 2002 CIVIL SITE PLAN GRAPHIC SCALE IN FEET TRUE PLAN 0 30 60 90 120 ao NORTH a D NORTH *'��� * ii MATT .A.G LAZE .....99253 .....;�� ISSUE PRELIMINARY REVIEW PERMITTING BIDDING �X CONSTRUCTION REVISIONS co co O m m U � � Lo 0 o -2 > M M (13 c u- 2� W CDU Q) r Q) L E X `r° U (D u- Z - c qfQ LLI O O PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE CIVIL SITE PLAN DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C4.1 PAGE 5 of 19 ,_ BENCHMARK: PANEL POINT � ELEV 1851 NAV& -88 N61°31'42 388.75' ,O, 4 1 <-� <-� n BM N� \1-\ �� o. 60\C6 \ 7 267.76' ME SEE 3 SP @ 9' DETAIL 5 SP @ 9' 30' EA. = 27' 6/C8.3 EA. = 45' 16'- 'a CLUB HOUSE FF=11.72 J / 15' TO FC R �o- zs.o, 34 �n U) L.0 N 0 N 59.52' N 6 N !l SEE 3 SP @ 9' DETAIL 2 SP @ 9' EA. = 27' , 6/C8.3 EA. = 18' 16'- s25 p. y R—// 24' ool 2� R 25.0' 35'x 45' LOT 35'x 45' LOT M T C H L I N E S H T C 3 2 M T C H L I N E S H T C 3 1 357�x4 p10 II35'x45' LOT ED X" x�p, BENCHMARK: PANEL POINT 1 ELEV 1OJ3 NAVD-88 9 X F KEYED NOTES 'I x 1 a ACCESSIBLE PARKING SPACE IN ACCORDANCE WITH THE STANDARD DETAIL. 6/C8.3. 1� U E]ACCESSIBLE PARKING SIGN IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.3. �n N 59 �o 1 X I� BENCHMARK: PANEL POINT � ELEV 1851 NAV& -88 N61°31'42 388.75' ,O, 4 1 <-� <-� n BM N� \1-\ �� o. 60\C6 \ 7 267.76' ME SEE 3 SP @ 9' DETAIL 5 SP @ 9' 30' EA. = 27' 6/C8.3 EA. = 45' 16'- 'a CLUB HOUSE FF=11.72 J / 15' TO FC R �o- zs.o, 34 �n U) L.0 N 0 N 59.52' N 6 N !l SEE 3 SP @ 9' DETAIL 2 SP @ 9' EA. = 27' , 6/C8.3 EA. = 18' 16'- s25 p. y R—// 24' ool 2� R 25.0' 35'x 45' LOT 35'x 45' LOT M T C H L I N E S H T C 3 2 M T C H L I N E S H T C 3 1 357�x4 p10 II35'x45' LOT ED X" x�p, BENCHMARK: PANEL POINT 1 ELEV 1OJ3 NAVD-88 9 X F KEYED NOTES (� a ACCESSIBLE PARKING SPACE IN ACCORDANCE WITH THE STANDARD DETAIL. 6/C8.3. z_ E]ACCESSIBLE PARKING SIGN IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.3. w 4" WIDE YELLOW PAINTED STRIPE. GENERAL WARRANTY DEED EARL W. SMYTH, ET UX AND PATRICIA ANN SMYTH TO POR T O'CONNOR COUNTR Y CL US, LP TRACT 2: CA LLED 9. 87 A CRES VOLUME 252, PAGE 495 OFFICIAL PUBLIC RECORDS, CALHOUN COUNTY, TEXAS APR. 17, 2000 CIVIL SITE PLAN GRAPHIC SCALE IN FEET TRUE PLAN 0 30 60 90 120 ��71� NORTH a D NORTH of ................ ? :,►1 �„ A.. GLAZE 99253 .•�.� [/cENS�O• ISSUE ❑ PRELIMINARY ❑ REVIEW ❑ PERMITTING ❑ BIDDING ❑X CONSTRUCTION REVISIONS `SCJco coo � m U i i To � � 'i. V) Lo O ,r-- T--> coco c:cco W c u - ALJ nn\\ � P-�-I L m� E x `r° U (1) u- z.T *k 0 0 LLI O � PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE CIVIL SITE PLAN DATE 04/19/18 JOB NUMBER E22013.00 SHEET C 4.2 PAGE 6 of 19 a 1 - o 1 CO co 34 35'x 45' ' FL4" 4.78 LOT co 3� O M T C H L I N E S H T C 5 2 11 M '2 M T C H L I N E S H T C 5 1 33'x45' LOT ' 10r-- �A x x � 32 I CO CO 35'x45' I �K LOT X\\ }Cc U \ • �Ol • w o. : w : w FL4" 1.37 FL4" 1.31 FL6" 1.23 : 22'- 6" SAN SWR @ 1.00 �x I (2) 3" SERIVE LATERAL f >vcO I 1 30 CO 0 of �I U)I 29Z cn Co N M M I V V 28 ' �O CO 2%/ Y CO 201A I I 25 COII ,i DBT - Al 2� TR 9.82 N FL6" 1.00 m co Y V 5 3"" 2,. X 2" 5 3" FL6" 1.93 - I` 7 CO C0 9.26 ACRES POND Fl CO CO 2D _ << 274'- 6" SAN SWR @ 1.04% 1 a FL4" 3.43 FL4" 3.46 FL6" 3.35 SAN SWR @ 1.04% 1 j CO C I CO CO CO CO 1 » :71 « 237'- 4" SAN SWR @ 1.04% FL4" 3.64 1"WTR 5 2" WTR 2" i 2 5 2 3" x 2,. x xl : 1 zz : 1 - 1 : 1 1 FL4" 4.96 • r ' 01 PP \ D EXIST _6" WTR _ w FLI5" 8.85 l5" RCP EXIST SAN SWR VACUUM MAIN BENCHMARK: PANEL POINT ELEV 1155 NAVo-88 BM a LOT 16 FU5" 893 6 < _ \o• N ZQ� w FL4" 4.23 FL4" 4.26 � 1 FL6" 4.15 CO _l 1� CO 1 O Collor 35'x45' LOT CO' 3„5' x 45' \o' OT CO' 35'x45' LOT CO' 35'x 45' LOT 'x45' LOT rn CO7 35'x 45' LOT FL6" 4.52 O �CO ` CO FL6" 4.08 2 5 1 W o I • N • - � ON PLANS. 0 SCH 40 PVC WATER SERVICE LINE BY CONTRACTOR. MINIMUM 24" COVER BELOW FINISHED x : o to ACCORDANCE WITH STANDARD DETAILS. SERVICE SIZE INDICATED ON PLANS. } H O WATER LINE BEND. SIZE AND DEGREE INDICATED ON PLANS. J O WATER LINE REDUCER. SIZE INDICATED ON PLANS. O Q) W X ; -1 METER VAULT ASSEMBLY IN ACCORDANCE WITH THE STANDARD DETAIL. METER & METER z a OVAULT TO BE PURCHASED BY CONTRACTOR. (NOTE: COMBO METER WILL TAKE 6 - 8 WEEKS TO MANUFACTURE, METER WILL BE ORDERED ONCE PAYMENT IS MADE). SIZE INDICATED co PRIOR TO LOCATE & CONNECT TO EXISTING 6" WATER MAIN. CONTRACTOR SHALL FIELD VERIFY OEXACT LOCATION OF EXISTING 6" WATER MAIN. THE INSTALLATION SHALL BE SCHEDULED AND COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE � OSANITARY SEWER CLEAN OUT IN ACCORDANCE WITH THE STANDARD DETAIL. 7/C8.1. 1 \\0 V x o 1 - I 1 w N O SANITARY SEWER SERVICE STUB -OUT. SIZE & FLOWLINE AS INDICATED ON PLAN. .1 Lo1 co LOCATE & CONNECT TO EXISTING SANITARY SEWER VACUUM MAIN. THE INSTALLATION SHALL BE a 1 - o 1 CO co 34 35'x 45' ' FL4" 4.78 LOT co 3� O M T C H L I N E S H T C 5 2 11 M '2 M T C H L I N E S H T C 5 1 33'x45' LOT ' 10r-- �A x x � 32 I CO CO 35'x45' I �K LOT X\\ }Cc U \ • �Ol • w o. : w : w FL4" 1.37 FL4" 1.31 FL6" 1.23 : 22'- 6" SAN SWR @ 1.00 �x I (2) 3" SERIVE LATERAL f >vcO I 1 30 CO 0 of �I U)I 29Z cn Co N M M I V V 28 ' �O CO 2%/ Y CO 201A I I 25 COII ,i DBT - Al 2� TR 9.82 N FL6" 1.00 m co Y V 5 3"" 2,. X 2" 5 3" FL6" 1.93 - I` 7 CO C0 9.26 ACRES POND Fl CO CO 2D _ << 274'- 6" SAN SWR @ 1.04% 1 a FL4" 3.43 FL4" 3.46 FL6" 3.35 SAN SWR @ 1.04% 1 j CO C I CO CO CO CO 1 » :71 « 237'- 4" SAN SWR @ 1.04% FL4" 3.64 1"WTR 5 2" WTR 2" i 2 5 2 3" x 2,. x xl : 1 zz : 1 - 1 : 1 1 FL4" 4.96 • r ' 01 PP \ D EXIST _6" WTR _ w FLI5" 8.85 l5" RCP EXIST SAN SWR VACUUM MAIN BENCHMARK: PANEL POINT ELEV 1155 NAVo-88 BM a LOT 16 FU5" 893 6 < _ \o• N ZQ� w FL4" 4.23 FL4" 4.26 � 1 FL6" 4.15 CO _l 1� CO 1 O Collor 35'x45' LOT CO' 3„5' x 45' \o' OT CO' 35'x45' LOT CO' 35'x 45' LOT 'x45' LOT rn CO7 35'x 45' LOT FL6" 4.52 O �CO ` CO FL6" 4.08 2 5 1 16/ 2" 5 - FL4" 5.90 .i 6 3" x 2" LOT 1 BLOCK A O CO CO 1 FL4" 7.00 1 8 % - 5 - 4 _<< 264'- 4" SAN SWRx(`1.04% - 3 L 70' - 4" SAN SWR 1.04%» 1" WTR FL4" 4.26 CO CO 3" WTR CO CO 3" WTR CO 1 „ 3„-900 1 pp 2 3'5 �/ 3I„x3„ 6 7 2„ 3 1 i, 3”-90° 3 ii PP O % �� lI \\�' 3 3” l0 ^ /0--18' STEEL PIPE 5 OHE OHE ...... 'EXIST 6" WTR , � j5'8.82 , —FU5" 88,52� -/� _ EXIST SAN SWR VACUUM MAIN _ - .........................X....................................... ............................. - X HARRISON AVE. 6" x 3" 1 8 x\* BY k LOT 17 LOT 18 LOT 19 10T-10 BENCHMARK. PANEL POINT ELEV 1128 NAVo-88 LOT21 KEYED NOTES I � 1 1 PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE CONTRACTOR. TAP SIZE INDICATED ON PLANS. 0 SCH 40 PVC WATER SERVICE LINE BY CONTRACTOR. MINIMUM 24" COVER BELOW FINISHED ALL NEW DOMESTIC WATER PIPING SHALL BE THOROUGHLY DISINFECTED AND TESTED to ACCORDANCE WITH STANDARD DETAILS. SERVICE SIZE INDICATED ON PLANS. } H O WATER LINE BEND. SIZE AND DEGREE INDICATED ON PLANS. J O WATER LINE REDUCER. SIZE INDICATED ON PLANS. w Q Q) O GATE VALVE IN ACCORDANCE WITH THE STANDARD DETAIL. SIZE INDICATED ON PLANS. ; METER VAULT ASSEMBLY IN ACCORDANCE WITH THE STANDARD DETAIL. METER & METER z a OVAULT TO BE PURCHASED BY CONTRACTOR. (NOTE: COMBO METER WILL TAKE 6 - 8 WEEKS TO MANUFACTURE, METER WILL BE ORDERED ONCE PAYMENT IS MADE). SIZE INDICATED co PRIOR TO LOCATE & CONNECT TO EXISTING 6" WATER MAIN. CONTRACTOR SHALL FIELD VERIFY OEXACT LOCATION OF EXISTING 6" WATER MAIN. THE INSTALLATION SHALL BE SCHEDULED AND COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE � OSANITARY SEWER CLEAN OUT IN ACCORDANCE WITH THE STANDARD DETAIL. 7/C8.1. 1 \\0 V DOUBLE BUFFER TANK IN ACCORDANCE WITH STANDARD DETAIL. C8.4. 1 I 16/ 2" 5 - FL4" 5.90 .i 6 3" x 2" LOT 1 BLOCK A O CO CO 1 FL4" 7.00 1 8 % - 5 - 4 _<< 264'- 4" SAN SWRx(`1.04% - 3 L 70' - 4" SAN SWR 1.04%» 1" WTR FL4" 4.26 CO CO 3" WTR CO CO 3" WTR CO 1 „ 3„-900 1 pp 2 3'5 �/ 3I„x3„ 6 7 2„ 3 1 i, 3”-90° 3 ii PP O % �� lI \\�' 3 3” l0 ^ /0--18' STEEL PIPE 5 OHE OHE ...... 'EXIST 6" WTR , � j5'8.82 , —FU5" 88,52� -/� _ EXIST SAN SWR VACUUM MAIN _ - .........................X....................................... ............................. - X HARRISON AVE. 6" x 3" 1 8 x\* BY k LOT 17 LOT 18 LOT 19 10T-10 BENCHMARK. PANEL POINT ELEV 1128 NAVo-88 LOT21 KEYED NOTES TS & V TO BE PROVIDED AND INSTALLED BY THE CITY OF PORT O'CONNOR. THE INSTALLATION SHALL BE SCHEDULED AND COORDINATED BY THE CONTRACTOR. CITY OF 1 PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE CONTRACTOR. TAP SIZE INDICATED ON PLANS. SCH 40 PVC WATER SERVICE LINE BY CONTRACTOR. MINIMUM 24" COVER BELOW FINISHED ALL NEW DOMESTIC WATER PIPING SHALL BE THOROUGHLY DISINFECTED AND TESTED OGRADE. IN ACCORDANCE WITH ALL LOCAL CODES. PIPE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH STANDARD DETAILS. SERVICE SIZE INDICATED ON PLANS. } H O WATER LINE BEND. SIZE AND DEGREE INDICATED ON PLANS. J O WATER LINE REDUCER. SIZE INDICATED ON PLANS. w Q O GATE VALVE IN ACCORDANCE WITH THE STANDARD DETAIL. SIZE INDICATED ON PLANS. OWATER LINE TEE. SIZE INDICATED ON PLANS. METER VAULT ASSEMBLY IN ACCORDANCE WITH THE STANDARD DETAIL. METER & METER OVAULT TO BE PURCHASED BY CONTRACTOR. (NOTE: COMBO METER WILL TAKE 6 - 8 WEEKS TO MANUFACTURE, METER WILL BE ORDERED ONCE PAYMENT IS MADE). SIZE INDICATED ON PLANS. PRIOR TO LOCATE & CONNECT TO EXISTING 6" WATER MAIN. CONTRACTOR SHALL FIELD VERIFY OEXACT LOCATION OF EXISTING 6" WATER MAIN. THE INSTALLATION SHALL BE SCHEDULED AND COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE CONTRACTOR. OSANITARY SEWER CLEAN OUT IN ACCORDANCE WITH THE STANDARD DETAIL. 7/C8.1. DOUBLE BUFFER TANK IN ACCORDANCE WITH STANDARD DETAIL. C8.4. H w W O SANITARY SEWER SERVICE STUB -OUT. SIZE & FLOWLINE AS INDICATED ON PLAN. co LOCATE & CONNECT TO EXISTING SANITARY SEWER VACUUM MAIN. THE INSTALLATION SHALL BE AND COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE OSCHEDULED PAID FOR BY THE CONTRACTOR. TAP SIZE INDICATED ON PLANS AND INSTALLED IN ACCORDANCE WITH THE STANDARD DETAIL C8.5. U) 0 U WATER UNDER SANITARY SEWER. USE FOUR (4) 45° VERTICAL BENDS TO ACHIEVE 1 2.0' CLEARANCE. LL z 0 WATER UNDER STORM SEWER. USE FOUR (4) 45° VERTICAL BENDS TO ACHIEVE 1.0' 2 H CLEARANCE. UTILITY PLAN LOT2 BLOCK A DEER WOOD ESTATES 2 SUBDIVISION VOLUME Z,_ PACE 660 PLA T RECORDS, CALHOUN COUNTY, TEXAS LOTS BLOCK A GRAPHIC SCALE IN FEET TRUE PLAN 0 30 60 90 120 ao NORTH a D NORTH OF .....�i MATTAA. GLAZE 9...9'9'253 /5 ISSUE PRELIMINARY REVIEW PERMITTING ❑ BIDDING �X CONSTRUCTION El REVISIONS O 00 00 U Cb �zi� "o U- M co c u- 2 Q) Q) CD Q) U L E X `�° U (D u - z .T *k aW O O PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE UTILITY PLAN DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C5.1 PAGE 7 of 19 X 2" of x J 0) Cr)ve IT - Al 2 1 9.82 1.00 r (2) 3" SERIVE LATERAL 1 1 , I co 1 1 RE CO SCH 40 PVC WATER SERVICE LINE BY CONTRACTOR. MINIMUM 24" COVER BELOW FINISHED ALL NEW DOMESTIC WATER PIPING SHALL BE THOROUGHLY DISINFECTED AND TESTED IFL6" 2.08 FL6" 1.58 r- FL6" 2.11 I n 0 >_ O WATER LINE BEND. SIZE AND DEGREE INDICATED ON PLANS. J w OWATER LINE REDUCER. SIZE INDICATED ON PLANS. 1 : 1 0 �lr: \1" WTR CO 77o FL4" 1.91 FL4" 1.88 N I c [ 1 I co cc S \s, S FL6" 1.62 q 1 X CO SCH 40 PVC WATER SERVICE LINE BY CONTRACTOR. MINIMUM 24" COVER BELOW FINISHED ALL NEW DOMESTIC WATER PIPING SHALL BE THOROUGHLY DISINFECTED AND TESTED IFL6" 2.08 FL6" 1.58 OGRADE. IN ACCORDANCE WITH ALL LOCAL CODES. PIPE BEDDING AND BACKFILL SHALL BE IN FL6" 2.11 I n 0 >_ O WATER LINE BEND. SIZE AND DEGREE INDICATED ON PLANS. J w OWATER LINE REDUCER. SIZE INDICATED ON PLANS. �I : I 0 OWATER LINE TEE. SIZE INDICATED ON PLANS. METER VAULT ASSEMBLY IN ACCORDANCE WITH THE STANDARD DETAIL. METER & METER : c: TO MANUFACTURE, METER WILL BE ORDERED ONCE PAYMENT IS MADE). SIZE INDICATED ON PLANS. : : I : - PRIOR TO LOCATE & CONNECT TO EXISTING 6" WATER MAIN. CONTRACTOR SHALL FIELD VERIFY OEXACT LOCATION OF EXISTING 6" WATER MAIN. THE INSTALLATION SHALL BE SCHEDULED AND I COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE I . : x�� x°' 1 A X x - 1• DOUBLE BUFFER TANK IN ACCORDANCE WITH STANDARD DETAIL. C8.4. H 1 1 W X O SANITARY SEWER SERVICE STUB -OUT. SIZE & FLOWLINE AS INDICATED ON PLAN. cy) I 77o FL4" 1.91 FL4" 1.88 N I c [ TS & V TO BE PROVIDED AND INSTALLED BY THE CITY OF PORT O'CONNOR. THE I cc S \s, S FL6" 1.62 q S\R i o4j 1" CO SCH 40 PVC WATER SERVICE LINE BY CONTRACTOR. MINIMUM 24" COVER BELOW FINISHED ALL NEW DOMESTIC WATER PIPING SHALL BE THOROUGHLY DISINFECTED AND TESTED IFL6" 2.08 FL6" 1.58 OGRADE. IN ACCORDANCE WITH ALL LOCAL CODES. PIPE BEDDING AND BACKFILL SHALL BE IN FL6" 2.11 I n 0 >_ O WATER LINE BEND. SIZE AND DEGREE INDICATED ON PLANS. J OWATER LINE REDUCER. SIZE INDICATED ON PLANS. �I <I co 000 I 0 OWATER LINE TEE. SIZE INDICATED ON PLANS. METER VAULT ASSEMBLY IN ACCORDANCE WITH THE STANDARD DETAIL. METER & METER :=Ljmj"'s 2 5 " CO bl 62 50 Co 49 FL4" 3.05 FL6" 2.97 n A 0 �I �I I �I � N pM1� N61°31'42"E 388.75' ��Co \ N « 268'- 4" SAN SWR Qa 1.04' 0 2" WTR CO BENCHMARK: PANEL POINT l ELEV l85/ NAVD-88 I \ 3 \ BM 2"-900 2 2" — 5 CO CO � CO 5 66 67 1 FL4" 4.71 1 x 68 FL4" 6.00 CO 9 Co I FL4" 5.67 Zo 0 IFL4" 5.19 v,� FL4" 5.16 5 l FL4" 4.66 7 I FL6" 4.58 co 54 — CO 55 co\56 CO 57 — �CO Co Co 6 2„ x 2" < 289'- 6" SAN SWR @ 1.04% FL4" 4.69 2" WTR �\ \ j I I �Co 48 co 47 co 46 'c << 227' - 4" SAN SWR @ 1.04°i n� �CO �CO « 227'- 4" SAN SWR (cD 1.04% 3" X 2" x 2 2,. 4 5 c� 5 3" 1 c ,I 7 � I M CO 1 I 2" 'CO CO 7 5 FL4" 5.41 2 r.n /'11 "1*% 6 C�: I I FL4" 6.31 CO 1 � co FL4" 6.93 � KEYED NOTES TS & V TO BE PROVIDED AND INSTALLED BY THE CITY OF PORT O'CONNOR. THE INSTALLATION SHALL BE SCHEDULED AND COORDINATED BY THE CONTRACTOR. CITY OF 1 PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE CONTRACTOR. TAP SIZE INDICATED ON PLANS. SCH 40 PVC WATER SERVICE LINE BY CONTRACTOR. MINIMUM 24" COVER BELOW FINISHED ALL NEW DOMESTIC WATER PIPING SHALL BE THOROUGHLY DISINFECTED AND TESTED OGRADE. IN ACCORDANCE WITH ALL LOCAL CODES. PIPE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH STANDARD DETAILS. SERVICE SIZE INDICATED ON PLANS. >_ O WATER LINE BEND. SIZE AND DEGREE INDICATED ON PLANS. J OWATER LINE REDUCER. SIZE INDICATED ON PLANS. w Q O GATE VALVE IN ACCORDANCE WITH THE STANDARD DETAIL. SIZE INDICATED ON PLANS. OWATER LINE TEE. SIZE INDICATED ON PLANS. METER VAULT ASSEMBLY IN ACCORDANCE WITH THE STANDARD DETAIL. METER & METER OVAULT TO BE PURCHASED BY CONTRACTOR. (NOTE: COMBO METER WILL TAKE 6 - 8 WEEKS TO MANUFACTURE, METER WILL BE ORDERED ONCE PAYMENT IS MADE). SIZE INDICATED ON PLANS. PRIOR TO LOCATE & CONNECT TO EXISTING 6" WATER MAIN. CONTRACTOR SHALL FIELD VERIFY OEXACT LOCATION OF EXISTING 6" WATER MAIN. THE INSTALLATION SHALL BE SCHEDULED AND COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE PAID FOR BY THE CONTRACTOR. OSANITARY SEWER CLEAN OUT IN ACCORDANCE WITH THE STANDARD DETAIL. 7/C8.1. DOUBLE BUFFER TANK IN ACCORDANCE WITH STANDARD DETAIL. C8.4. H W W O SANITARY SEWER SERVICE STUB -OUT. SIZE & FLOWLINE AS INDICATED ON PLAN. U) LOCATE & CONNECT TO EXISTING SANITARY SEWER VACUUM MAIN. THE INSTALLATION SHALL BE AND COORDINATED BY CONTRACTOR. CITY OF PORT O'CONNOR TAP FEE SHALL BE OSCHEDULED PAID FOR BY THE CONTRACTOR. TAP SIZE INDICATED ON PLANS AND INSTALLED IN ACCORDANCE WITH THE STANDARD DETAIL C8.5. ~ U WATER UNDER SANITARY SEWER. USE FOUR (4) 45° VERTICAL BENDS TO ACHIEVE 1 2.0' CLEARANCE. LL z O WATER UNDER STORM SEWER. USE FOUR (4) 45° VERTICAL BENDS TO ACHIEVE 1.0' 2 H CLEARANCE. GENERAL WARRANTY DEED EARL W. SMYTH, ET UX AND PATRICIA ANN SMYTH TO POR T O'CONNOR COUNTR Y CL US, LP TRACT 2: CA LLED 9. 87 A CRES VOLUME 252, PAGE 495 OFFICIAL PUBLIC RECORDS, CALHOUN COUNTY, TEXAS APR. 17, 2000 UTILITY PLAN GRAPHIC SCALE IN FEET 0 30 60 90 120 aoTRUE PLAN NORTH a D NORTH ........................:: MATT A. GLAZE "4 99253 „�� /�/�/'®ro__ ISSUE PRELIMINARY REVIEW PERMITTING BIDDING �X CONSTRUCTION REVISIONS co co co co o co co U 0') O 00 (o'i O U e� > co co �c� u- 2 Q) W e I� Q) U L E x U (1) u - z. TO *k d 0 Lu O O � PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE UTILITY PLAN DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C 5.2 PAGE 8 of 19 LOT I1 N� m I 34 If=I 7A" . 9A" _ Q) DEPTH = 4.08' TG 9.91 FL18" 5.83 LOT 10 X . � x I I ; I � •1 LOTS ; 1 ; N 1 m - J I I Q_ ro Kt LOTS 00 x0xx I I ' LOT GI 24" x 24" - D21 LOTS l/3' - 18" STM 0.20% » M ..� CO M x Na 18"5.64-61 6 DEPTH = 3.00' 2 - TG 9.91 1 3_EL FL18" 6.91 N E a� d LOT6 T. T C H L I N _a S H x� )�,',l J 1 1 cn - I I 1 � I cn cn 1 1 = I I - o LOT5 � 1 I l< - W : I LOT 4 I - . I : (214, SERIV&LA-4I LOTS l/3' - 18" STM 0.20% » M ..� CO M x Na 18"5.64-61 6 �o N 2 - - 1 3_EL L I N E S H T. T C H L I N E S H T. 9.26 ACRES 30 l co m POND co 29 col X28 1 �O CO I FL18"6.75-D1 A 2 0 Co —L /0 lW GI 24" x 24" - E2 1 DEPTH = 2.73' TG 9.75 L18" 7.02 A A a 0 COo CO _ F ZHI v FL18"5.40-C1 J C 6 �o N 2 - - 1 - C 6 � 1 3 FL18"6.86-E1 FL18"6.87-F1 3 8 �L C A� A 0 CO CO 0 Co za _ 1. `I OD n GI 24" x 24" - F2 1 DEPTH = 2.73' TG 9.75 FL18" 7.02 - 1 ZG �LOT GI 24 x 24" - E3 Z"'___1 I 24 x 24 - F31 DEPTH = 2.50' ? DEPTH = 2.50' I x x 1, TG 9.67 TG 9.67 FL18' 7.17 FL18" 7.17 1 1 Co 1 35'x 45' T ,OT « 52' - 18" STM 0.20% Col 35'x 45' LOT to r co - 35'x45' LOT O co 35' x 45' LOT Co' 3„5' x 45' OT col 35'x 45' LOT CO' 35'x 45' LOT Co' I 'x45' LOT rn 0 8 co` 7 co 5_ _ 4 --- _ 3 _ _ 2 LOT 1 I — — — BLOCK B CO CO CO CO \� \\ . PP X X ?� O\� 10 O ^ l0 18" STEEL PIPE OHE EXIST 6" WTR 1 CO 41, 35'x 45' LOT 00 >- �o N H O INDICATED ON PLAN. G 124" x 24" - C2 1 OBUBBLER OUTLET IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.1. SIZE & FL DEPTH = 4.00' � TG 9.50 p FL18" 5.50 w OSTORM SEWER OUTFALL. SIZE & FLOWLINE AS INDICATED OF PLAN. Ir .p I 1 1 1 IK I - - - - - - �2 Ii 9-45 FL15" 8.85 /5" RCP z--FU5' 8.82 EXIST SAN SWR VACUUM MAIN — — X115" 8.85 i i _�iL� i /� — EXIST SAN SWR VACUUM MAIN ��� — — 11 — X — — — BENCHMARK: PANEL POINT �• •• .......................................................... ELEV 1155 NAVo-88 BY HARRISON AVE. BY x� x................................................................................................................ ................. x0\ LOT 16 FU5" 893 LOT 17 LOT 18 LOT 19 1_0T-10 LOT21 BENCHMARK. PANEL POINT ELEV 1128 NAVo-88 KEYED NOTES >- I I H O INDICATED ON PLAN. J OBUBBLER OUTLET IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.1. SIZE & FL � � OSTORM SEWER OUTFALL. SIZE & FLOWLINE AS INDICATED OF PLAN. 1 1 I I 1 � I 1 1 I 1 � 1 I l< I I 1 I I 1 I 1 1 � 1 I � I 1 1 1 IK I - - - - - - �2 Ii 9-45 FL15" 8.85 /5" RCP z--FU5' 8.82 EXIST SAN SWR VACUUM MAIN — — X115" 8.85 i i _�iL� i /� — EXIST SAN SWR VACUUM MAIN ��� — — 11 — X — — — BENCHMARK: PANEL POINT �• •• .......................................................... ELEV 1155 NAVo-88 BY HARRISON AVE. BY x� x................................................................................................................ ................. x0\ LOT 16 FU5" 893 LOT 17 LOT 18 LOT 19 1_0T-10 LOT21 BENCHMARK. PANEL POINT ELEV 1128 NAVo-88 KEYED NOTES >- GRATE INLET IN ACCORDANCE WITH THE STANDARD DETAIL. 4/C8.1. SIZE & FL H O INDICATED ON PLAN. J OBUBBLER OUTLET IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.1. SIZE & FL INDICATED ON PLAN. OSTORM SEWER OUTFALL. SIZE & FLOWLINE AS INDICATED OF PLAN. WARRANTY DEED MARC L. DEER AND MELISSA DEER TO PORTO'CONNORCOUNTRYCLUS, LP TRACT 2: CALLED 4.60 ACRES VOL UME 297, PAGE 848 OFFICIAL PUBLIC RECORDS, CALHOUN COUNTY, TEXAS FEB. 5, 2002 STORM SEWER PLAN GRAPHIC SCALE IN FEET TRUE PLAN 0 30 60 90 120 ao NORTH a D NORTH MATT A. GLAZE 9 9 ..... 9253 .....,Q%o ISSUE PRELIMINARY REVIEW PERMITTING BIDDING �X CONSTRUCTION REVISIONS co co tX co co F= m m U � �'i V) Lo O ,r-- T--> M M W c u- 2� Q) W Q) U L E X U u- ZT *k d °w O O PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STORM SEWER PLAN DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C 6.1 PAGE 9 of 19 x LOT 20 BLOCK B LOT 19 BENCHMARK: LOT I8 ELEV 1039 1 LOT 17 LOT 76 LOT 75 LOT 14 LOT 73 LOT 12 LOT 11 LOT 10 x T I :=L+mXm-m hiL Ll M, I 1 GI 24" x 24" - B6 DEPTH = 2.50' TG 9.20 FL18" 6.70 of 0 51 Co 52 co �IO IGI 24" x 24" - B5 1 DEPTH = 2.76' TG 9.301 FL18" 6.54 L—, I IGI 30" x 30" - Cl TG 10.56 1 N FL15" 8.34 + I V � FL 15" 8.37 ± I . o x I o EXIST SAN TR 9.38 - 1 0 FL XX.XX. dC� x cn l co . vIv I : : z >- I : : X 00 J I : I 1 I � - -81 � � I X 1 I--�I laJl DEPTH 1 T I :=L+mXm-m hiL Ll M, I 1 GI 24" x 24" - B6 DEPTH = 2.50' TG 9.20 FL18" 6.70 of 0 51 Co 52 co �IO IGI 24" x 24" - B5 1 DEPTH = 2.76' TG 9.301 FL18" 6.54 L—, I IGI 30" x 30" - Cl TG 10.56 1 N FL15" 8.34 + I V � FL 15" 8.37 ± I . o x I o EXIST SAN TR 9.38 - 1 0 FL XX.XX. dC� x cn l co . vIv I : : z >- I : : H_ 00 J NI I c: 1 x INDICATED ON PLAN. -81 � � I B2 G 124" x 2�=4.08' (D STORM SEWER OUTFALL. SIZE & FLOWLINE AS INDICATED OF PLAN. I--�I laJl DEPTH T9.91' FL18" 5.83 co x c/) : ti O x V I V I : : l GI 24"x24" - B4 z 1 DEPTH = 2.93' TG 9.30 FL18" 6.37 � x I o to ci . o WI x U) ao r co FL 15" 8.30 ± 1 v x " I I _N - U T I :=L+mXm-m hiL Ll M, I 1 GI 24" x 24" - B6 DEPTH = 2.50' TG 9.20 FL18" 6.70 of 0 51 Co 52 co �IO IGI 24" x 24" - B5 1 DEPTH = 2.76' TG 9.301 FL18" 6.54 L—, I IGI 30" x 30" - Cl TG 10.56 1 N FL15" 8.34 + I V � FL 15" 8.37 ± I . o x I o EXIST SAN TR 9.38 - 1 0 FL XX.XX. dC� x cn l co . vIv I : : z >- N H_ 00 J NI I OBUBBLER OUTLET IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.1. SIZE & FL INDICATED ON PLAN. � � I B2 G 124" x 2�=4.08' (D STORM SEWER OUTFALL. SIZE & FLOWLINE AS INDICATED OF PLAN. 1 DEPTH T9.91' FL18" 5.83 x o I : I I : : x GI 24" x 24" - B3 DEPTH = 3.11' TG 9.30 ; FL18" 6.19 1 1 � h 93'- 18" STM (2) BUB - A6 DEPTH - 3.00' TG 8.30 N61°31'42"E 388.75' x FL24" 5.30 C co co lCo 63 64 65 rco 53 co 54 — co 55 X0 eco\56 BENCHMARK: PANEL POINT ELEV 1851 NAVD-88 \ BM lcog co — 66 p 67 N� PJ � x o 68 co \v GI 24" x 24" - A5 1 �/ DEPTH = 3.80' TG 8.90 FL24" 5.10 I� 5 8 a C0\5 7 co co I� N O 0 �GI24"x24"-A4 I DEPTH = 3.96' 1 TG 8.90 FL24" 4.94 of O N O co 44 Co 43 co �I N c* \ VI / G 124" x 24" - A3 DEPTH = 4.23' TG 9.00 FL24" 4.77 GI 24" x 24" - A21 DEPTH = 4.41' TG 9.00 FL24" 4.59 co 71 Co ED • x\p1 \�`L BENCHMARK: PANEL POINT 1 ELEV 1OJ3 NAVD-88 KEYED NOTES >- GRATE INLET IN ACCORDANCE WITH THE STANDARD DETAIL. 4/C8.1. SIZE & FL H_ O INDICATED ON PLAN. J OBUBBLER OUTLET IN ACCORDANCE WITH THE STANDARD DETAIL. 5/C8.1. SIZE & FL INDICATED ON PLAN. (D STORM SEWER OUTFALL. SIZE & FLOWLINE AS INDICATED OF PLAN. GENERAL WARRANTY DEED EARL W. SMYTH, ET UX AND PATRICIA ANN SMYTH TO POR T O'CONNOR COUNTR Y CL US, LP TRACT 2: CA LLED 9. 87 A CRES VOLUME 252, PAGE 495 OFFICIAL PUBLIC RECORDS, CALHOUN COUNTY, TEXAS APR. 17, 2000 .......... �0. MATT •A.� GLAZE 99253 ,;q•00 ISSUE ❑ PRELIMINARY ❑ REVIEW ❑ PERMITTING ❑ BIDDING ❑X CONSTRUCTION REVISIONS co co tX co co F= co co U mm I I ob ( L V) L 0 �� �� ._ r r i co Q0 c:M co �c� u- 2 Q) Q� r Q) U m L E x co U (D u- Z.T *k 0 W O O � PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS N TITLE 00 N �ch STORM SEWER 1 G1 24" x 24" - C2 PLAN DEPTH = 4.00' TG 9.50 p FL18" 5.50 W 1� DA TE 04/19/18 STORM SEWER PLAN JOB NUMBER E22013.00 1 1 SHEET GRAPHIC SCALE IN FEET TRUE PLAN 0 30 60 90 120 ��71,� NORTH a D NORTH C 6.2 PAGE 10 of 19 STORM SEWER LINE A 25 25wo— N U i O J � J0 Z II—O Q W = OLLLL Uo�u- 25 �u, Ja JLC z II—� Q W = O —LL�— OLLLL U�Hu- 25 w O Jo0 Q co 0u- � JM QO LL 0 LLL W w� J cj Z II —N W=� u- 20 W Lu L0 J �j z II —r - W=� 7 u- ���u- 25 Q i J M Q W F- Ou 25 N - m wo -1 4 Z II —M W=�LLo LI: W (jam (D 0E -LL Q w J d z II —Lo W= F- F- CL 0') ( 0E -LL M m Lu -j Z II—o) W=cc �6ic o 9w0 00E -LL Q —W 04 J 4 Z II —ti W= d F- F- ��0� 000 -LLL m w~ J N Z II—d' W=oM� a- c u- Q Lu 0') J CvjI;t Z II —O W= d F- F- �a00�. 04 00-L Q Lu 00 J crj z II W= I F- rn _ Q�oo� 0 u- 25 cvj (o II Q= CD F- co [L coo u- 25 15 PROPOSED GRADE 20 EXISTING GRADE 10 _ _ 10 15 20 20 5U18" PROPOSED GRADE STM o @ 0.20% C) - r U 4" WTR 4" SAN FL 2.47 0 0 20 EXISTING 10 - - Lo..J o I U -5 "SAN _ FL 7.56 -10 Lo ORco -10 5 5 PROPOSED EXISTING GRADE GRADE 52'- 18" STM @0 1 20% PROPOSED GRADE 10 0 -- 0 - ---- ---- ------ 10 10 -5 15 -5 74 to Ie P 5 15 15 -10 -10 0+00 1+00 o -� r U 2" WTR J U 78' - 18" STM -N U @ 0.20% 4" SAN FL 3.94 15 0 5 0 6" SAN FL 1.81 0 PROPOSED — GRADE EXISTING 1 GRADE 10 10 -__----- ---- _ 10 EXISTING GRADE r ' -5 — — — — — — — — — — 10 -5 -10 00 u- CD co u- CD co u -10 5 1+00 [E 5 << 93'- 18" STM @ 0.20% 0+00 << 184' - 18" STM @ 0.20% « 89' - 18" STM @ 0.20%- 8T- 18" STM @ 0.200 5 U << 131'- 24" STM @ 0.20% << 89' - 24" STM @ 0.2096 << 87' - 24" STM @ 0.20% << 79'- 24" STM @ 0.20% « 101' - 24" STM @ 0.20% 0 o00 U 4" WTR o U 4" SAN FL 4.55 2" WTR 2" WTR of o U 2" U o f o U o. M rU 6" SAN WTR FL 4.16 oU 4"SAN FL 4.48 of0 10-o �0 2" WTR- 6" SAN FL 1.24 -5 -5 -10 -5 -10 I,-.— co O� O L6 L6 m Co L6 lr r r u- u- u u- N Co Co T T u- u- -5 (o (o r r U. u- -- Co T u 0+00 1+00 2+00 3+00 4+00 5+00 -10 6+00 co � N u- co d N LL CMo � NT N u- � NT N u OMO d It N � N u- O m It N u- - d N u- N 11) It N u- -10 0+00 1+00 2+00 3+00 4+00 5+00 STORM SEWER LINE A STORM SEWER LINE C 25 25wo— N U i O J � J0 Z II—O Q W = OLLLL Uo�u- 25 �u, Ja JLC z II—� Q W = O —LL�— OLLLL U�Hu- 25 w O Jo0 Q co 0u- � JM QO LL 0 LLL W w� J cj Z II —N W=� u- 20 W Lu L0 J �j z II —r - W=� 7 u- ���u- 20 m � J(o Qui Hoern= OLJL 25 N - m wo -1 4 Z II —M W=�LLo LI: W (jam (D 0E -LL 20 M m Lu -j Z II—o) W=cc �6ic o 9w0 00E -LL m w0) J CV Z II—I- LU ]Z aai= co � W (7r (D 01 -LL m w~ J N Z II—d' W=oM� a- c u- Co LY] wU -j j Z 11 —C) W=Nco 0- c u- 25 20 20 15 15 PROPOSED GRADE 20 EXISTING GRADE 10 _ _ 10 15 20 15 5U18" PROPOSED GRADE STM o @ 0.20% C) - r U 4" WTR 4" SAN FL 2.47 0 0 10 EXISTING 10 - - Lo..J o I U -5 "SAN _ FL 7.56 -10 Lo ORco -10 5 5 PROPOSED EXISTING GRADE GRADE 52'- 18" STM @0 1 20% PROPOSED GRADE 10 0 -- 0 - ---- ---- ------ 10 10 -5 15 -5 74 to Ie P 5 15 -10 -10 0+00 1+00 STORM SEWER LINE C STORM SEWER LINE D 25 N 25 �u, Ja JLC z II—� Q W = O —LL�— OLLLL U�Hu- 25 w O Jo0 Q co 0u- � JM QO LL 0 LLL W w� J cj Z II —N W=� u- 20 W Lu L0 J �j z II —r - W=� 7 u- ���u- 20 m � J(o Qui Hoern= OLJL 25 N - m wo -1 4 Z II —M W=�LLo LI: W (jam (D 0E -LL M m Lu -j Z II—o) W=cc �6ic o 9w0 00E -LL m w0) J CV Z II—I- LU ]Z aai= co � W (7r (D 01 -LL m w~ J N Z II—d' W=oM� a- c u- Co LY] wU -j j Z 11 —C) W=Nco 0- c u- 25 20 20 15 15 PROPOSED GRADE 20 EXISTING GRADE 10 _ _ 10 20 5U18" 5 STM o @ 0.20% C) - r U 4" WTR 4" SAN FL 2.47 0 0 -5 15 -5 -10 Lo ORco -10 0+00 1+00 STORM SEWER LINE D STORM SEWER LINE B 25 w O Jo0 Q co 0u- � JM QO LL 0 LLL W w� J cj Z II —N W=� u- W Lu L0 J �j z II —r - W=� 7 u- ���u- 25 m � J(o Qui Hoern= OLJL 25 N - m wo -1 4 Z II —M W=�LLo LI: W (jam (D 0E -LL M m Lu -j Z II—o) W=cc �6ic o 9w0 00E -LL m w0) J CV Z II—I- LU ]Z aai= co � W (7r (D 01 -LL m w~ J N Z II—d' W=oM� a- c u- Co LY] wU -j j Z 11 —C) W=Nco 0- c u- 25 20 20 20 20 20 20 20 15 15 15 15 PROPOSED EXISTING GRADE GRADE EXISTING RADE- ADE10 PROPOSED GRADE 10 -- -- -- ---------- - ---- ---- ------ 10 10 15 74 to Ie P 5 15 5 -o U 2" WTR o -� r U 2" WTR J U 78' - 18" STM -N U @ 0.20% 4" SAN FL 3.94 76'- 18" STM @ 0.20% o U . 2" WTR 0 5 0 6" SAN FL 1.81 0 PROPOSED — GRADE EXISTING 1 GRADE 10 -5 10 r ' -5 — — — — — — — — — — -5 -10 00 u- CD co u- CD co u -10 0+00 1+00 2+00 5 << 93'- 18" STM @ 0.20% 0+00 << 184' - 18" STM @ 0.20% « 89' - 18" STM @ 0.20%- 8T- 18" STM @ 0.200 79'- 18" STM @ 0.20% U 5 0 0 o00 U 4" WTR o U 4" SAN FL 4.55 6" SAN FL 1.24 -5 -5 -10 -10 I,-.— co O� O L6 L6 m Co L6 lr r r u- u- u u- N Co Co T T u- u- Ci (o (o r r U. u- -- Co T u 0+00 1+00 2+00 3+00 4+00 5+00 6+00 STORM SEWER LINE B STORM SEWER LINE E 25 w O Jo0 Q co 0u- � JM QO LL 0 LLL W w� J cj Z II —N W=� u- W Lu L0 J �j z II —r - W=� 7 u- ���u- LLL Lu Lr) -J C,4 z II—� W=L~O� ���u- 25 25 20 20 20 20 20 15 15 15 15 PROPOSED EXISTING GRADE GRADE EXISTING RADE- ADE10 PROPOSED GRADE 10 -- -- -- ---------- - ---- ---- ------ 10 10 i 74 to Ie P 5 5 -o U 2" WTR o -� r U 2" WTR J U 78' - 18" STM -N U @ 0.20% 4" SAN FL 3.94 76'- 18" STM @ 0.20% o U . 2" WTR 0 5 0 6" SAN FL 1.81 0 -5 -5 -5 -10 00 u- CD co u- CD co u -10 0+00 1+00 2+00 STORM SEWER LINE E STORM SEWER LINE F .................. .....' MATT AA.GLAZE .... •. 99253 ,,q'000 ISSUE ❑ PRELIMINARY ❑ REVIEW ❑ PERMITTING ❑ BIDDING ❑X CONSTRUCTION REVISIONS co co O � m U „�F To Ln L o ,r-- T--> co co c: co co W �c� LL Q) V/ U m L E x cco U -- LL .T *k d O W 0 O � PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STORM SEWER PROFILES DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C 6.3 PAGE I1 of 19 25 � JM QO LL 0 LLL LNL w04 -1 04 z II—N LU LO F— ��IU--LL LLL Lu Lr) -J C,4 z II—� W=L~O� ���u- 25 20 20 15 15 EXISTING RADE- ADE10 PROPOSED GRADE 10 ------ ---- ---- ------ - 10 74 to Ie P 5 o -� r U 2" WTR 74'- 18" @ 0.20%- 2.82' CLR 6" SAN FL 3.58 STM in c)±tc - 4" SAN FL 5.71 76'- 18" STM @ 0.20% o U 2" WTR 5 0 0 -5 -5 -10-10 co o I- 0+00 1+00 2+00 STORM SEWER LINE F .................. .....' MATT AA.GLAZE .... •. 99253 ,,q'000 ISSUE ❑ PRELIMINARY ❑ REVIEW ❑ PERMITTING ❑ BIDDING ❑X CONSTRUCTION REVISIONS co co O � m U „�F To Ln L o ,r-- T--> co co c: co co W �c� LL Q) V/ U m L E x cco U -- LL .T *k d O W 0 O � PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STORM SEWER PROFILES DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C 6.3 PAGE I1 of 19 ■ TP 10.15op O N 10 00 . a. . ; r � I : O . W TP 10.24 : TG 9.91 X. - : o I : I ; I '1 • 1 N 1 Ln. • J I : ' TP 10.74 I _ TTP 10.41 .z N x XT 0n TP 10.72 TP 10.39 / I I I x�\ L-A 6 ��. FL15" 8.85 '5" RCP EXIST SAN SWR VACUUM MAIN BENCHMARK: PANEL POINT ELEV 1155 NAVo-88 BM LOT 16 FL15" 893 1 CO m TP 10.85 TP 10.00 TG 9.67 TP 10.00 TP 10.24 TP 10.43 TP 9.91 TP 10.10 TP 10.24 TP 10.43 TP 10.01 TP 9.73 TG 9.67 TP 10.06TP 10.00 TV=t- X\ FG 10.50 FG 11.00 T FG 10.34 /�.76FG 10.60 o �H� - - l0 T5"882�s249-211T 2-QQ 7e'r l 15" 8.85 i iL� i /� EXIST SAN SWR VACUUM MA'' ......................... HARRISON AVE. MATCH EXIST ......................................... TP 11.15± TP 10.68 TP 11.01 TP 11.09 LOT 17 LOT IS LOT 19 10T-10 LOT 21 TP 9.95 - -fTP 10.28 �o N CN O TP 9.75 r O co 1 ~' I'p IITP 11.01 1 I I I I TP 10.57 I TP 10.45 I I I TP 10.64 10.78 FG 10.90 DHE i XIST 6" WTR� i rt iv - j ..... ................................ L 1 MATCH EXIST x��� �BM TP 11.20± x\�1� BENCHMARK. PANEL POINT ELEV 1128 NAVo-88 KEYED NOTES LOT I 1 O1 LIGHT DUTY CONCRETE PAVEMENT IN ACCORDANCE WITH THE STANDARD DETAIL. 1/C8.2. PRELIMINARY O2 CONCRETE SIDEWALK IN ACCORDANCE WITH THE STANDARD DETAIL. 3/C8.2. LOT 10 O6" MONOLITHIC CURB IN ACCORDANCE WITH THE STANDARD DETAIL. l/C8.3. PERMITTING BIDDING �X LOTS O TRANSITION CURB FROM 6" TO 0" CURB IN 3 FEET LL 5A PARRALLEL RAMP IN ACCORDANCE WITH THE STANDARD DETAIL. 3/C8.3. LOTS 5B PERPENDICULAR RAMP IN ACCORDANCE WITH THE STANDARD DETAIL. 4/C8.3. OPAVEMENT JOINT IN ACCORDANCE WITH THE STANDARD DETAIL. 2/C8.3. LOT 1 MEDIUM DUTY CONCRETE PAVEMENT 2 CONCRETE SIDEWALK z a LOT6 a 3 Q U k LOT5 LOT4 LOTS 2 O LOT 2 u� LOT BL OCK B ■ TP 10.15op O N 10 00 . a. . ; r � I : O . W TP 10.24 : TG 9.91 X. - : o I : I ; I '1 • 1 N 1 Ln. • J I : ' TP 10.74 I _ TTP 10.41 .z N x XT 0n TP 10.72 TP 10.39 / I I I x�\ L-A 6 ��. FL15" 8.85 '5" RCP EXIST SAN SWR VACUUM MAIN BENCHMARK: PANEL POINT ELEV 1155 NAVo-88 BM LOT 16 FL15" 893 1 CO m TP 10.85 TP 10.00 TG 9.67 TP 10.00 TP 10.24 TP 10.43 TP 9.91 TP 10.10 TP 10.24 TP 10.43 TP 10.01 TP 9.73 TG 9.67 TP 10.06TP 10.00 TV=t- X\ FG 10.50 FG 11.00 T FG 10.34 /�.76FG 10.60 o �H� - - l0 T5"882�s249-211T 2-QQ 7e'r l 15" 8.85 i iL� i /� EXIST SAN SWR VACUUM MA'' ......................... HARRISON AVE. MATCH EXIST ......................................... TP 11.15± TP 10.68 TP 11.01 TP 11.09 LOT 17 LOT IS LOT 19 10T-10 LOT 21 TP 9.95 - -fTP 10.28 �o N CN O TP 9.75 r O co 1 ~' I'p IITP 11.01 1 I I I I TP 10.57 I TP 10.45 I I I TP 10.64 10.78 FG 10.90 DHE i XIST 6" WTR� i rt iv - j ..... ................................ L 1 MATCH EXIST x��� �BM TP 11.20± x\�1� BENCHMARK. PANEL POINT ELEV 1128 NAVo-88 KEYED NOTES O1 LIGHT DUTY CONCRETE PAVEMENT IN ACCORDANCE WITH THE STANDARD DETAIL. 1/C8.2. PRELIMINARY O2 CONCRETE SIDEWALK IN ACCORDANCE WITH THE STANDARD DETAIL. 3/C8.2. REVIEW O6" MONOLITHIC CURB IN ACCORDANCE WITH THE STANDARD DETAIL. l/C8.3. PERMITTING BIDDING �X Z O TRANSITION CURB FROM 6" TO 0" CURB IN 3 FEET LL 5A PARRALLEL RAMP IN ACCORDANCE WITH THE STANDARD DETAIL. 3/C8.3. 5B PERPENDICULAR RAMP IN ACCORDANCE WITH THE STANDARD DETAIL. 4/C8.3. OPAVEMENT JOINT IN ACCORDANCE WITH THE STANDARD DETAIL. 2/C8.3. LEGEND 1 MEDIUM DUTY CONCRETE PAVEMENT 2 CONCRETE SIDEWALK WARRANTY DEED MARC L. DEER AND MELISSA DEER TO PORTO'CONNORCOUNTRYCLUS, LP TRACT 2: CALLED 4.60 ACRES VOL UME 297, PAGE 848 OFFICIAL PUBLIC RECORDS, CALHOUN COUNTY, TEXAS FEB. 5, 2002 PAVING & GRADING PLAN GRAPHIC SCALE IN FEET �� TRUE PLAN 0 30 60 90 120 ao NORTH a D NORTH �.. MATTAGLAZE .. 99253'. .�t� //l®r/f-- ISSUE PRELIMINARY REVIEW PERMITTING BIDDING �X CONSTRUCTION REVISIONS co co co co O � m U 00 (o'i O > co co �c� u� Q) W r Q) U L E x co U (1) u - Z Z. *k d °w O O � PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE PAVING & GRADING PLAN DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C 7. 1 PAGE 12 of 19 n x TP 9.69 TP 9.36 1 , 1 TG 9.20 1 TP 9.69 I rn TP 9.78 � TP 10.16 I I TP 9.78 TP 9.85 TP 9.85 TP 9.81 x I N � L" TP 9.81 0 0 co m ', 7 It a- 11 6 1- y TP 9.74 TP 9.63 TG 9.30 TP 9 4 co N n Lo 07 d TP 10.55 _15" 8.371-- I11 ITP 9.90 EXIST SAN TR 9.38 1 FL XX.XX: icx ol - - I TP 10.03 - - l I . I - - I TP 10.11 TP 10.15ol Is 0 O • w TP 10.24 MIR, 10.13 TP 9.88 N61°31'42"E 388.75' 7r TP 10.13 TP 9.80 TPIT - BENCHMARK: PANEL PO/NT ELEV /851 NAVD-88 TG 8.30 BM TP 9.06 TP 9.23 TG 8.90 TP 9.39 0 TP 9.23 � TP 9.37 TP 9.37 TP 9.43 TP 9.43 0 TP 9.36 ~ TP 9.11 TG 8.90 TP 9.23 TP 9.36 d � N N d7 a - TP 9.40 TP 9.41 TP 9.45 TP 9.45 TP 9.41 TP 9.41 TP 9.44 f TP 9.19 TG 9.00 TP 9.33 TP 9.44 ti N N d7 � TP 9.40 ~ TP 9.40 \ TP 9.45 TP 9.45 � TP 9.41 TP 9.41 0 TG 9.44 a_ TG 9.16 ~ TP 9.48 TG 9.19 TG 9.00 TP 9.33 -r TP 9.37 1 J C FG 9.50 FG 9.60 FG 9.80 G ,>h fah FG 9.50 �i x\0, BENCHMARK. PANEL PO/NT 1: ELEV /OJ3 NAVD-88 TP 9.33 '0 0 Lq N 00 N V9.75TP O w ol 1 1 _I KEYED NOTES O1 LIGHT DUTY CONCRETE PAVEMENT IN ACCORDANCE WITH THE STANDARD DETAIL. 1/C8.2. PRELIMINARY O2 CONCRETE SIDEWALK IN ACCORDANCE WITH THE STANDARD DETAIL. 3/C8.2. REVIEW O3 6" MONOLITHIC CURB IN ACCORDANCE WITH THE STANDARD DETAIL. 1/C8.3. C� U) Z Q 1 LL 5A PARRALLEL RAMP IN ACCORDANCE WITH THE STANDARD DETAIL. 3/C8.3. 5B PERPENDICULAR RAMP IN ACCORDANCE WITH THE STANDARD DETAIL. 4/C8.3. : Q! TP 9.81 1 MEDIUM DUTY CONCRETE PAVEMENT TP 9.85 TP 10.33 TP 9.81 =XIST )9+ )ITCH 8.27 0 X� x I x TITCH 8.3+/- 1 TP 9.63 co N n Lo 07 d TP 10.55 _15" 8.371-- I11 ITP 9.90 EXIST SAN TR 9.38 1 FL XX.XX: icx ol - - I TP 10.03 - - l I . I - - I TP 10.11 TP 10.15ol Is 0 O • w TP 10.24 MIR, 10.13 TP 9.88 N61°31'42"E 388.75' 7r TP 10.13 TP 9.80 TPIT - BENCHMARK: PANEL PO/NT ELEV /851 NAVD-88 TG 8.30 BM TP 9.06 TP 9.23 TG 8.90 TP 9.39 0 TP 9.23 � TP 9.37 TP 9.37 TP 9.43 TP 9.43 0 TP 9.36 ~ TP 9.11 TG 8.90 TP 9.23 TP 9.36 d � N N d7 a - TP 9.40 TP 9.41 TP 9.45 TP 9.45 TP 9.41 TP 9.41 TP 9.44 f TP 9.19 TG 9.00 TP 9.33 TP 9.44 ti N N d7 � TP 9.40 ~ TP 9.40 \ TP 9.45 TP 9.45 � TP 9.41 TP 9.41 0 TG 9.44 a_ TG 9.16 ~ TP 9.48 TG 9.19 TG 9.00 TP 9.33 -r TP 9.37 1 J C FG 9.50 FG 9.60 FG 9.80 G ,>h fah FG 9.50 �i x\0, BENCHMARK. PANEL PO/NT 1: ELEV /OJ3 NAVD-88 TP 9.33 '0 0 Lq N 00 N V9.75TP O w ol 1 1 _I KEYED NOTES O1 LIGHT DUTY CONCRETE PAVEMENT IN ACCORDANCE WITH THE STANDARD DETAIL. 1/C8.2. PRELIMINARY O2 CONCRETE SIDEWALK IN ACCORDANCE WITH THE STANDARD DETAIL. 3/C8.2. REVIEW O3 6" MONOLITHIC CURB IN ACCORDANCE WITH THE STANDARD DETAIL. 1/C8.3. C� ❑ Z Q O4 TRANSITION CURB FROM 6" TO 0" CURB IN 3 FEET LL 5A PARRALLEL RAMP IN ACCORDANCE WITH THE STANDARD DETAIL. 3/C8.3. 5B PERPENDICULAR RAMP IN ACCORDANCE WITH THE STANDARD DETAIL. 4/C8.3. OPAVEMENT JOINT IN ACCORDANCE WITH THE STANDARD DETAIL. 2/C8.3. LEGEND 1 MEDIUM DUTY CONCRETE PAVEMENT 2 CONCRETE SIDEWALK GENERAL WARRANTY DEED EARL W. SMYTH, ET UX AND PATRICIA ANN SMYTH TO POR T O'CONNOR COUNTR Y CL US, LP TRACT 2: CA LLED 9. 87 A CRES VOLUME 252, PAGE 495 OFFICIAL PUBLIC RECORDS, CALHOUN COUNTY, TEXAS APR. 17, 2000 PAVING &GRADING PLAN GRAPHIC SCALE IN FEET 0 30 60 90 120 TRUE PLAN ao NORTH a D NORTH rr MATT �:..../ A.... LAZE 99253 .,q•.0 ISSUE ❑ PRELIMINARY REVIEW ❑ PERMITTING ❑ BIDDING �X CONSTRUCTION REVISIONS ,�dllpll PROJECT OVERLOOK RV PARK (.0(o F= 000 o cy)rn c L o > C-0(DC co co ca c L U L E X Ua)LL Z.L*k � O W O.2 of W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE PAVING & GRADING PLAN DATE 04/19/18 JOB NUMBER E22013.00 SHEET C 7.2 PAGE 13 of 19 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. r: PIPE O.D. + 12" CONSTRUCT IN ACCORDANCE WITH APPLICABLE TRENCH ZONE BACK FILL DETAIL BANK RUN SAND PER NOTE 1. PLACE IN MAXIMUM 9" LOOSE LIFTS. COMPACT BY VIBRATORY EQUIPMENT TO 90% STANDARD (ASTM D698) AO PIPE BEDDING © HAUNCHING © INITIAL BACKFILL OD PIPE EMBEDMENT OE TRENCH ZONE UTILITY LINE EMBEDMENT (FOR PRIVATE UTILITY MAINS) GENERAL NOTES 1. INSTALLATION OF PRECAST STRUCTURES SHALL BE PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PRE -CAST STRUCTURES TO ENGINEER PRIOR TO ORDERING MATERIALS. 2. PRECAST STRUCTURE AND GRATE SHALL BE DESIGNED FOR AASHTO HS -20 WHEEL LOADING. 3. PLACE RAMNEK OR EQUAL GASKET MATERIAL BETWEEN PRECAST STRUCTURES SECTIONS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 4. CEMENT STABILIZED SAND SHALL CONTAIN A MINIMUM OF 1 1/2 SACKS OF CEMENT PER CUBIC YARD. 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. ►�= HEAVY DUTY INLET FRAME AND GRATE, SIZE AS SHOWN ON PLAN D D. D RAMNEK OR w " D MINIMUM INSIDE APPROVED EQUAL Q DIMENSION 6 (TYP ALL JOINTS) D TO MATCH GRATE SIZE GROUTED STORM SEWER OR PIPE I.D. CONNECTION SEE DETAIL 12" d MIN. BUBBLER OUTLET (PRECAST CONCRETE W/ FULL SIZE RISER) SOD OR SEED PROPOSED PAVEMENT SURFACE PER PROJECT REQUIREMENTS GROUND SURFACE CONSTRUCT IN ACCORDANCE WITH APPLICABLE TRENCH RESTORATION OO DETAIL OR APPLICABLE PAVEMENT (LET NN SECTION FOR PROJECT. 00 O 6" WIDE WARNING TAPE FOR WATER & SANITARY SEWER LINES SELECT BACKFILL FROM EXCAVATION PLACE IN MAXIMUM 9" LOOSE LIFTS. FOR CLAYEY SOILS, MAXIMUM 12" LOOSE LIFTS FOR SANDY SOILS. COMPACT BY MECHANICAL EQUIPMENT TO A DENSITY EQUAL TO THE SURROUNDING NATURAL GROUND CONSTRUCT IN ACCORDANCE WITH APPLICABLE UTILITY LINE EMBEDMENT DETAIL OD PIPE EMBEDMENT OE TRENCH ZONE OF SURFACE GRADING MATERIAL TRENCH ZONE BACKFILL (FOR PRIVATE UTILITIES IN NON -PAVED AREAS) GENERAL NOTES 1. NEW PIPE TO BE SET FLUSH WITH INSIDE WALL OF STRUCTURE. NEW INLET OR JUNCTION BOX FILL VOID AROUND PIPE W/ NON -SHRINK GROUT 7 7 WE IN NEW STORM SEWER PIPE NON -SHRINK GROUT PER TXDOT ITEM 421 GROUTED STORM SEWER CONNECTION (NEW PIPE TO NEW INLET OR JB) 0 ao 6" WIDE WARNING TAPE FOR WATER & SANITARY SEWER LINES SELECT BACKFILL FROM EXCAVATION PLACE IN MAXIMUM 9" LOOSE LIFTS. FOR CLAYEY SOILS, MAXIMUM 12" LOOSE LIFTS FOR SANDY SOILS. COMPACT BY MECHANICAL EQUIPMENT TO A DENSITY EQUAL TO THE SURROUNDING NATURAL GROUND CONSTRUCT IN ACCORDANCE WITH APPLICABLE UTILITY LINE EMBEDMENT DETAIL OD PIPE EMBEDMENT OE TRENCH ZONE BACKFILL OF PAVEMENT SECTION TRENCH ZONE BACKFILL (FOR PRIVATE UTILITIES IN PROPOSED PAVED AREAS) CAST 1M KI \/AI \/r PY/-\X/ 5-1/4" ADJUSTA 45 SINGLE SANITARY SEWER CLEANOUT (FOR PRIVATE SEWER MAINS & SERVICE) GENERAL NOTES 1. INSTALLATION OF PRECAST STRUCTURES SHALL BE PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PRE -CAST STRUCTURES TO ENGINEER PRIOR TO ORDERING MATERIALS. 2. PRECAST STRUCTURE AND GRATE SHALL BE DESIGNED FOR AASHTO HS -20 WHEEL LOADING. 3. PLACE RAMNEK OR EQUAL GASKET MATERIAL BETWEEN PRECAST STRUCTURES SECTIONS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 4. CEMENT STABILIZED SAND SHALL CONTAIN A MINIMUM OF 1 1/2 SACKS OF CEMENT PER CUBIC YARD. 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. ❑ — — — ❑ REVIEW ❑ FRAME AND GRATE, VARIES BIDDING D D. SIZE AS SHOWN ON PLAN El D ° RAMNEK OR > w • • Q D! e ,D °, . ° TO MATCH ° . 6 GRATE SIZE GROUTED STORM SEWER OR PIPE I.D. CONNECTION SEE DETAIL PLACE 9SK GROUT D . . • e TO FORM SMOOTH INVERT AND MAINTAIN POSITIVE FLOW D'— —i —i -- — — CEMENT STABILIZED w D' • a SAND PER NOTE #4 a o e D D e D D e 12" d MIN. BUBBLER OUTLET (PRECAST CONCRETE W/ FULL SIZE RISER) SOD OR SEED PROPOSED PAVEMENT SURFACE PER PROJECT REQUIREMENTS GROUND SURFACE CONSTRUCT IN ACCORDANCE WITH APPLICABLE TRENCH RESTORATION OO DETAIL OR APPLICABLE PAVEMENT (LET NN SECTION FOR PROJECT. 00 O 6" WIDE WARNING TAPE FOR WATER & SANITARY SEWER LINES SELECT BACKFILL FROM EXCAVATION PLACE IN MAXIMUM 9" LOOSE LIFTS. FOR CLAYEY SOILS, MAXIMUM 12" LOOSE LIFTS FOR SANDY SOILS. COMPACT BY MECHANICAL EQUIPMENT TO A DENSITY EQUAL TO THE SURROUNDING NATURAL GROUND CONSTRUCT IN ACCORDANCE WITH APPLICABLE UTILITY LINE EMBEDMENT DETAIL OD PIPE EMBEDMENT OE TRENCH ZONE OF SURFACE GRADING MATERIAL TRENCH ZONE BACKFILL (FOR PRIVATE UTILITIES IN NON -PAVED AREAS) GENERAL NOTES 1. NEW PIPE TO BE SET FLUSH WITH INSIDE WALL OF STRUCTURE. NEW INLET OR JUNCTION BOX FILL VOID AROUND PIPE W/ NON -SHRINK GROUT 7 7 WE IN NEW STORM SEWER PIPE NON -SHRINK GROUT PER TXDOT ITEM 421 GROUTED STORM SEWER CONNECTION (NEW PIPE TO NEW INLET OR JB) 0 ao 6" WIDE WARNING TAPE FOR WATER & SANITARY SEWER LINES SELECT BACKFILL FROM EXCAVATION PLACE IN MAXIMUM 9" LOOSE LIFTS. FOR CLAYEY SOILS, MAXIMUM 12" LOOSE LIFTS FOR SANDY SOILS. COMPACT BY MECHANICAL EQUIPMENT TO A DENSITY EQUAL TO THE SURROUNDING NATURAL GROUND CONSTRUCT IN ACCORDANCE WITH APPLICABLE UTILITY LINE EMBEDMENT DETAIL OD PIPE EMBEDMENT OE TRENCH ZONE BACKFILL OF PAVEMENT SECTION TRENCH ZONE BACKFILL (FOR PRIVATE UTILITIES IN PROPOSED PAVED AREAS) CAST 1M KI \/AI \/r PY/-\X/ 5-1/4" ADJUSTA 45 SINGLE SANITARY SEWER CLEANOUT (FOR PRIVATE SEWER MAINS & SERVICE) GENERAL NOTES 1. INSTALLATION OF PRECAST STRUCTURES SHALL BE PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PRE -CAST STRUCTURES TO ENGINEER PRIOR TO ORDERING MATERIALS. 2. PRECAST STRUCTURE AND GRATE SHALL BE DESIGNED FOR AASHTO HS -20 WHEEL LOADING. 3. PLACE RAMNEK OR EQUAL GASKET MATERIAL BETWEEN PRECAST STRUCTURES SECTIONS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 4. CEMENT STABILIZED SAND SHALL CONTAIN A MINIMUM OF 1 1/2 SACKS OF CEMENT PER CUBIC YARD. 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. ISSUE ❑ HEAVY DUTY INLET ❑ REVIEW ❑ FRAME AND GRATE, VARIES BIDDING D D. SIZE AS SHOWN ON PLAN El D ° RAMNEK OR w D D MINIMUM INSIDE ,'. - APPROVED EQUAL Q DIMENSION (TYP ALL JOINTS) °, . ° TO MATCH ° . 6 GRATE SIZE GROUTED STORM SEWER OR PIPE I.D. CONNECTION SEE DETAIL PLACE 9SK GROUT TO FORM SMOOTH INVERT AND MAINTAIN POSITIVE FLOW D'— —i —i -- — — w D a D•,.D I I CEMENT STABILIZED D ' D r r — — — — — — — I I SAND PER NOTE # 4 D' ' D • ' e' D' D • ' e' D' 12" MIN. GRATE INLET 4 (PRECAST CONCRETE W/ FULL SIZE RISER) ISSUE ❑ PRELIMINARY ❑ REVIEW ❑ PERMITTING ❑ BIDDING CONSTRUCTION El REVISIONS co Co O M O U Cb 1 LOL o > M M (13 � co L W Q) wlJ CD n`r V/ U m L X `r° E U (1) u- Z •T "taw Q \ lL PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STANDARD DETAILS DATE 04/ 19/ 18 JOB NUMBER E22013.00 SHEET C8.1 PAGE 14 of 19 GENERAL NOTES 1. STRIP AND REMOVE ALL VEGETATION, LOOSE TOPSOIL, TREES AND ROOTS WITHIN THE CONSTRUCTION AREA. 2. SUBGRADE PREPARATION: PRIOR TO PLACEMENT OF IMPORTED FILL SCARIFY THE AREAS TO BE FILLED TO A MINIMUM DEPTH OF 9 -INCHES TO BOND THE EXISTING & NEW MATERIALS. IMPORTED FILL MATERIALS, WHEN REQUIRED TO ACHIEVE FINAL SUBGRADE ELEVATION, SHALL BE CHOSEN 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 PRIOR TO PLACEMENT. SUBGRADE FILL, WHETHER IMPORTED OR EXCAVATED ON-SITE, SHALL BE PLACED IN 6" LOOSE LIFTS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) AT A MOISTURE CONTENT WITHIN BETWEEN -1% DRY & +3% WET OF OPTIMUM. 3. ONCE FINAL SUBGRADE ELEVATION HAS BEEN ACHIEVED, THE EXPOSED SUBGRADE SHALL BE PROOF -ROLLED WITH A PIECE OF EARTHWORK EQUIPMENT (MOTORIZED SCRAPER OR DUMP TRUCK WEIGHING AT LEAST 15 TONS) TO DETECT SOFT OR LOOSE ZONES OF MATERIAL. REMOVE ANY OBJECTIONABLE MATERIAL DETECTED BY THE PROOF ROLLING & REPLACE WITH COMPACTED FILL AS DESCRIBED ABOVE. 4. LIME STABILIZED SUBGRADE: A. SUBGRADE SOILS SHALL BE TREATED WITH LIME IN ACCORDANCE WITH TXDOT (2004) ITEM 260. AFTER PROPER MIXING, THE TREATED SUBGRADE SHALL BE COMPACTED TO 95% STANDARD PROCTOR (ASTM D-698) AT A MOISTURE CONTENT BETWEEN -2% & +2% OF OPTIMUM. B. THE APPLICATION RATE FOR THE LIME IS ESTIMATED TO BE 6% BY DRY WEIGHT. THIS PERCENTAGE IS TYPICALLY EQUIVALENT TO ABOUT 30 LBS/SYD OF LIME PER 6" STABILIZED 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 APPLICATION RATE MAY BE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW 96 HOURS FOR THIS TESTING TO BE PERFORMED. C. TRAFFIC SHALL BE KEPT OFF OF THE TREATED SUBGRADE FOR 7 DAYS TO FACILITATE CURING. THE STABILIZED SUBGRADE IS NOT SUITABLE FOR HEAVY CONSTRUCTION TRAFFIC PRIOR TO PAVING. 5. CONCRETE SHALL MEET THE REQUIREMENTS OF TXDOT (2004) ITEM 421 -HYDRAULIC CEMENT CONCRETE, CLASS A, WITH THE FOLLOWING MODIFICATIONS: MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI; SLUMP SHALL RANGE FROM 4 INCHES TO 6-1/2 INCHES AT THE POINT OF PLACEMENT. PAVEMENT THICKNESS & REINFORCEMENT DESCRIPTION SUBGRADE (T1) CONC (T2) REINFORCEMENT LIGHT DUTY 6" LIME STABILIZED 6" #4 BARS @ 18" O.C.B.W CONCRETE PAVEMENT REINFORCEMENT U) Ljj ASTM A615 GRADE 60; U) (SEE NOTE 5) (GRADE 40 FOR #3 BARS) Y EO (SEE TABLE) _U w =w .•'e 'D, .• e• 'D, .•'e 'D, .• a •p, .• e N p D D p D D p D D p D D p D .•'p ,p, .•'p. ,p, � .•'p. gip, .•'p• gip, .•'p• IMPORT FILL, PROOF ROLLED SUBGRADE WHERE REQUIRED (SEE NOTE 3) LIME (SEE NOTE 2) STABILIZED SUBGRADE (SEE NOTE 4) CONCRETE PAVEMENT (LIME STABILIZED SUBGRADE) GENERAL NOTES 30' MIN. to 65' MAX. 1. EXPANSION JOINTS SHALL BE LOCATED AT REGULAR INTERVALS EQUAL SPACES 10' MIN. to 18' MAX. AS INDICATED HEREON. IN ODD SHAPED AREAS, SPACING BETWEEN EXPANSION JOINTS SHALL BE 30' MIN. TO 65MAX. 2. CONTRACTION JOINTS SHALL I I BE AT REGULAR INTERVALS THROUGHOUT THE PAVEMENT AT CJ -, EVEN INTERVALS BETWEEN U EXPANSION JOINTS AS INDICATED I U HEREON. IN ODD SHAPED AREAS, CJ SPACING BETWEEN JOINTS SHALL U BE 10' MIN. TO 18' MAX. w 3. JOINTS SHALL BE SPACED TO SO THAT THE RESULTING PANELS - - - - - - - EJ -I - - ARE SQUARE. IN NO CASE SHOULD THE LENGTH OF A PANEL w EXCEED 1.5 TIMES THE WIDTH. CJ CJ = CONTRACTION JOINT EJ = EXPANSION JOINT w U CJ U U CJ EJ -I- - w CONCRETE JOINT LAYOUT (FOR CONCRETE PAVEMENT) c� O z_ z U U Q Q co U) J J I< z z O N N N of Fy O O z _ 2 = U U I- ~ Q Q GENERAL NOTES 1. EXPANSION JOINTS SHALL BE LOCATED AT REGULAR INTERVALS THROUGHOUT THE PAVEMENT, AS INDICATED ON THE PLAN OR JOINT LAYOUT DETAIL. SPACING BETWEEN EXPANSION JOINTS SHALL BE 45TYPICAL (30' MIN. & 65' MAX.) 2. EXPANSION JOINT SHALL EXTEND THROUGH THE ADJACENT CURB & SIDEWALKS, WHERE APPLICABLE. CURB JOINTS MAY BE SEALED WITH SONNEBORN NP -1 SEALANT. DOWEL BAR TABLE CONCRETE THICKNESS (T1) DOWEL DIAMETER DOWEL DOWEL LENGTH SPACING 4.0" 1/2" 16" 12" 5.0" 5/8" 18" 12" 5.5" 3/4" 18" 12" 6.0" 3/4" 18" 12" 7.0" 7/8" 18" 12" 8.0" 1 " 18" 12" 9.0" 1 " 18" 12" PREMOLDED WATERSTOP VINYLEX VX -SEAL, # VX -750; GREENSTREAK G -SEAL, # 610; BOMETALS B -SEAL # PC -075200; OR APPROVED EQUAL 3/4" REINFORCING 3/4" REDWOOD STEEL EXPANSION JOINT SMOOTH DOWELS (SEE TABLE) SLEEVE ONE END EXPANSION JOINT (WITH PREMOLDED WATERSTOP) GENERAL NOTES 1. CONTRACTION JOINTS MUST BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. 2. CONTRACTION JOINTS SHALL BE SAWN AT REGULAR INTERVALS BETWEEN EXPANSION JOINTS AS INDICATED ON THE PLAN OR JOINT SPACING DETAIL. IN ODD SHAPED AREAS, SPACING BETWEEN JOINTS SHALL BE 10' MIN. TO 18' MAX. 3. JOINTS SHALL BE SPACED TO SO THAT THE RESULTING PANELS ARE SQUARE. IN NO CASE SHOULD THE LENGTH OF A PANEL EXCEED 1.5 TIMES THE WIDTH. 4. PAVEMENT JOINTS SHALL BE SEALED WITH SONNEBORN BUILDING PRODUCTS, SONOLASTIC SL -1, NON -PRIMING ONE PART, SELF LEVELING POLYURETHANE SEALANT OR APPROVED EQUAL. VERTICAL JOINTS IN THE CURB SHALL BE SEALED WITH SONNEBORN NP -1 SEALANT OR APPROVED EQUAL. JOINT CLEANING AND PREPARATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. REINFORCING STEEL JOINT SEALANT - SEE NOTE 4 1/4 OF THE PAVEMENT THIr.KNF.q.q CONCRETE FOAM BACKER ROD - INDUCED rporit SAWED & SEALED CONTRACTION JOINT (FOR CONCRETE PAVEMENT) GENERAL NOTES 1. REFER TO THE APPROPRIATE PAVEMENT OR SIDEWALK DETAIL FOR STRUCTURAL REQUIREMENTS. OA FIXED STRUCTURE IN CONCRETE PAVEMENT INCLUDING MANHOLES, JUNCTION BOXES, VALVE BOXES, METER BOXES, CLEANOUTS, LIGHT POLES, ETC. CONCRETE PAVEMENT REINFORCING STEEL CONSTRUCTION JOINTS SEE STANDARD DETAIL - (2) #4 BARS x 30" LONG TYP. ALL SIDES 3" CLEAR CONCRETE PAVEMENT FIXED STRUCTURE REINFORCEMENT (ALL FIXED STRUCTURES IN CONCRETE PAVEMENT) REINFORCING STEEL GENERAL NOTES 1. REINFORCING STEEL SHALL BE ASTM A615, GRADE 40. 2. EXPANSION JOINTS SHALL BE LOCATED AT DRIVEWAYS AND OTHER FIXED OBJECTS, AND AT 45' MAXIMUM INTERVALS ALONG THE SIDEWALK OR AS INDICATED ON PLANS. 3. EXPANSION JOINT SHALL BE SEALED SONNEBORN BUILDING PRODUCT; SONOLASTIC SL -1; NON PRIMING, ONE -PART, SELF LEVELING POLYURETHANE SEALANT OR APPROVED EQUAL. JOINT CLEANING AND PREPARATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. TOOLED CONTRACTION JOINTS SHALL BE LOCATED AT REGULAR INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK OR AS INDICATED ON PLANS. JOINTS SHALL BE SPACED TO SO THAT THE RESULTING PANELS ARE SQUARE. IN NO CASE SHOULD THE LENGTH OF A PANEL EXCEED 1.5 TIMES THE WIDTH. 5. FINISH EXPOSED EDGES WITH 1/4" RADIUS. 6. CONCRETE SHALL MEET THE REQUIREMENTS OF TXDOT(2004)ITEM 421 -HYDRAULIC CEMENT CONCRETE, CLASS A (3,000 PSI), WITH THE FOLLOWING ODIFCATIONS: SLUMP SHALL RANGE FROM 4 INCHES TO 6-1/2 INCHES AT THE POINT OF PLACEMENT. 7. MAXIMUM LONGITUDINAL SLOPE FOR ANY SIDEWALK SHALL BE 1:20 (5%) 8. MAXIMUM TRANSVERSE SLOPE FOR ANY SIDEWALK SHALL BE 1:50 (2%) O FOR PATIO AREAS AND SIDEWALKS GREATER THAN 6 FEET IN WIDTH, USE #3 BARS @ 24" BOTH WAYS WIDTH AS NOTED ON PLANS FINISHED GRADE 4" CONCRETE SEE NOTE 6 #3 BARS AT 18" LONGITUDINAL OA COMPACT SUBGRADE TO #3 BARS AT 48" TRANSVERSE OA 95% STANDARD PROCTOR (ASTM D698) TOOL -- GROC RIGID PLASTIC EXPANSION CAP W/ REMOVABLE TOP SUPERIOR PROFILES VOIDCAP # 21A -VC -750; BOMETALS EXPANSION BOARD CAP # 1021; OR APPROVED EQUAL 1/4 OF THE PAVEMENT THICKNESS DUCED RACK 3/4" CONCRETE Z4 REINFORCING J-' .L • rL J-' "Ss�•• r .JL• ..i.' " rL J-' " _� �.r r8_' .-L • ' _, •��•r�.- •. REINFORCING J 3/4" REDWOOD STEEL EXPANSION JOINT EXPANSION & TOOLED CONTRACTION JOINTS 1/2" x 18" LG, SMOOTH DOWELS AT 12" O.C. SLEEVE ONE END 9. CONSTRUCTION JOINTS ARE REQUIRED AT ANY LOCATION WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE PAVEMENT OR STRUCTURES. THIS INCLUDES BUILDINGS, PARKING LOTS, SIDEWALKS, PATIOS, CURBS, INLETS, MANHOLES, HEADWALLS, LIGHT POLES, ETC, AND APPLIES TO CONCRETE THAT WAS PLACED EARLIER DURING THE PROJECT AND CONCRETE THAT WAS EXISTING PRIOR TO THE START OF THIS PROJECT. 10. CONSTRUCTION JOINTS WITHIN NEW PAVEMENT SHOULD BE PLANNED TO COINCIDE WITH EXPANSION JOINT LOCATIONS. WHEN THIS IS NOT FEASIBLE, THEN A KEYWAY STYLE CONSTRUCTION JOINT SHALL BE UTILIZED. THE LOCATION OF THE KEYWAY CONSTRUCTION JOINT SHALL COINCIDE WITH THE LOCATION OF A PLANNED CONTRACTION JOINT. 11. CONSTRUCTION JOINT SHALL BE SEALED WITH SONNEBORN BUILDING PRODUCT; SONOLASTIC SL -1; NON -PRIMING, ONE -PART, SELF LEVELING POLYURETHANE SEALANT OR APPROVED EQUAL. JOINT CLEANING AND PREPARATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. JOINT SEALANT BOND BREAKER TAPE OR SEE NOTE 11 FOAM BACKER ROD EXISTING NEW CONCRETE CONCRETE 1/2" REDWOOD OR BITUMINOUS FELT EXPANSION JOINT e MATERIAL., INSET - A SEE INSET - A 3T 2T CONCRETE EXISTING BUILDING L I - - - - - - - - T co 18" LG, #4 BARS AT 16" O.C.; 18" LG, #6 BARS AT 12" O.C. J AT DOOR WAYS DRILL AND EPDXY INTO FOUNDATION LUG - EXISTING BLDG RECOMMENDED AT DOORWAYS (SEE FOUNDATION PLANS) CONCRETE ADJACENT TO BUILDING 18" LG, #4 BARS AT 16" O.C. DRILL AND EPDXY EXISTING CURB CONCRETE ADJACENT TO CONCRETE CURB CONCRETE SIDEWALK ISSUE PRELIMINARY REVIEW PERMITTING BIDDING �X CONSTRUCTION REVISIONS 00 0 O 60 rn L Q > �c� L . rI �ulJ U � W 4 E X `�° U�� z .T o IW 4 o�ry PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STANDARD DETAILS DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C 8.2 PAGE 15 of 19 GENERAL NOTES 1. CURB SHALL BE PLACED MONOLITHICALLY WITH THE ADJACENT CONCRETE. 2. CONCRETE SPECIFICATIONS SHALL BE THE SAME AS THOSE FOR THE PAVEMENT. 3. THE COMPLETED CONCRETE CURB SHALL NOT VARY FROM THE SHAPE, DIMENSION AND CONTOUR SHOWN ON THE DETAIL BY MORE THAN 1/2" AT ANY POINT ALONG THE CURB. NON -CONFORMING CURB SHALL BE REMOVED AND REPLACED BY A SAW CUTTING 6" IN FRONT OF THE DEFECTIVE CURB, THEN REMOVING AND REPLACING THE ENTIRE DEPTH OF CURB AND PAVEMENT IN THE DEFECTIVE AREA. 4. EXPANSION JOINTS IN THE PAVEMENT SHALL EXTEND THROUGH ADJACENT CURB. 2.. 6„ 2" RAD CONCRETE SEE NOTE 2 . . . #3 BAR CONTINUOUS m U M" 6" MONOLITHIC CURB 18" GENERAL NOTES 1. CEMENT STABILIZED SAND SHALL CONTAIN A MINIMUM OF 1 1/2 SACKS OF CEMENT PER CUBIC YARD. THE SAND SHALL BE SP, SW OR SM PER USC (ASTM D2487) AND SHALL HAVE THE FOLLOWING PROPERTIES: LESS THAN 15% PASSING #200 SIEVE (PER ASTM C136); LESS THAN 0.5% CLAY LUMPS; PLASTICITY LESS THAN 4; LIQUID LIMIT LESS THAN 25. A AS REQUIRED TO PROVIDE A STRAIGHT & UNIFORM EDGE AGAINST EXISTING ASPHALT/BASE PAVEMENT. HMAC TYPE 'D' SURFACE PER TXDOT ITEM 340 PROPOSED CONCRETE T. M 1.5T 2T CEMENT STABILIZED SAND. COMPACT TO 95% STANDARD (ASTM D558). PAVEMENT PATCH (PROPOSED CONCRETE TO EXISTING FLEXIBLE PAVEMENT) GENERAL NOTES 1. EXPANSION JOINTS ARE REQUIRED AT THE TOP, BOTTOM, AND EDGES OF RAMPS. 2. MAXIMUM CROSS SLOPE FOR THE LANDINGS, RAMP AND ACCESSIBLE ROUTE SHALL BE 1:48. GENERAL NOTES 1. EXPANSION JOINTS ARE REQUIRED AT THE TOP, BOTTOM, AND EDGES OF RAMPS. 2. MAXIMUM CROSS SLOPE FOR THE LANDINGS, RAMP AND ACCESSIBLE ROUTE SHALL BE 1:48. VERTICAL SAW CUT 1:12 REQUIRED IMMEDIATELY O z PRIOR TO PLACEMENT MAX OF HMAC O EXISTING FLEXIBLE PAVEMENT SECTION �X (ASPHALT/BASE) CEMENT STABILIZED SAND. COMPACT TO 95% STANDARD (ASTM D558). PAVEMENT PATCH (PROPOSED CONCRETE TO EXISTING FLEXIBLE PAVEMENT) GENERAL NOTES 1. EXPANSION JOINTS ARE REQUIRED AT THE TOP, BOTTOM, AND EDGES OF RAMPS. 2. MAXIMUM CROSS SLOPE FOR THE LANDINGS, RAMP AND ACCESSIBLE ROUTE SHALL BE 1:48. GENERAL NOTES 1. EXPANSION JOINTS ARE REQUIRED AT THE TOP, BOTTOM, AND EDGES OF RAMPS. 2. MAXIMUM CROSS SLOPE FOR THE LANDINGS, RAMP AND ACCESSIBLE ROUTE SHALL BE 1:48. 1 FOOT PER 1 INCH OF RISE 5MIN. 1 FOOT PER 1 INCH OF RISE BARRIER FREE CURB RAMP (PARALLEL RAMP WITH SHARED LANDING) 12" x 18" x.080 ALUMINUM ACCESSIBLE RESERVED PARKING SIGN (ONE EACH SIDE WHEN APPLICABLE) VAN ACCESSIBLE SIGN WHEN APPLICABLE 2" x 2" x 0.188" STEEL TUBE 6" STEEL PIPE FILL WITH CONCRETE RESERVED PARKING Glx_ VAN ACCESSIBLE z (D U) U- 0 11111 FINISHED PAVEMENT D p D 18" DIAMETER CONCRETE BASE D ° D D p M D D p D D e p. ACCESSIBLE PARKING SIGN JQ- y y GJ y BARRIER FREE CURB RAMP (PERPENDICULAR RAMP WITH RETURNED CURB) GENERAL NOTES 1. MAXIMUM SLOPE IN ANY DIRECTION (INCLUDING DIAGONAL) SHALL NOT EXCEED 2%. 2. THE ACCESSIBLE ROUTE SHALL CONFORM TO ITEM 4.3 OF TEXAS ACCESSIBILITY STANDARDS. INTERNATIC DISABLED SYN PAINTED E VAN ACCESSIBLE PARKING SIGN (REQUIRED) ACCESSIBLE ROUTE 1:12 PRELIMINARY O z z MAX cwi� 1:20 MAX 1:12 A..A2 �X Q MqX� � MAX y LOWER U) RAMP LENGTH LANDING LOWER 1 FOOT PER SEE PLAN RAMP LENGTH LANDING RAMP LENGTH 1 INCH OF RISE 1 FOOT PER 1 INCH OF RISE 5MIN. 1 FOOT PER 1 INCH OF RISE BARRIER FREE CURB RAMP (PARALLEL RAMP WITH SHARED LANDING) 12" x 18" x.080 ALUMINUM ACCESSIBLE RESERVED PARKING SIGN (ONE EACH SIDE WHEN APPLICABLE) VAN ACCESSIBLE SIGN WHEN APPLICABLE 2" x 2" x 0.188" STEEL TUBE 6" STEEL PIPE FILL WITH CONCRETE RESERVED PARKING Glx_ VAN ACCESSIBLE z (D U) U- 0 11111 FINISHED PAVEMENT D p D 18" DIAMETER CONCRETE BASE D ° D D p M D D p D D e p. ACCESSIBLE PARKING SIGN JQ- y y GJ y BARRIER FREE CURB RAMP (PERPENDICULAR RAMP WITH RETURNED CURB) GENERAL NOTES 1. MAXIMUM SLOPE IN ANY DIRECTION (INCLUDING DIAGONAL) SHALL NOT EXCEED 2%. 2. THE ACCESSIBLE ROUTE SHALL CONFORM TO ITEM 4.3 OF TEXAS ACCESSIBILITY STANDARDS. INTERNATIC DISABLED SYN PAINTED E VAN ACCESSIBLE PARKING SIGN (REQUIRED) ACCESSIBLE ROUTE ❑ PRELIMINARY O z z ❑ PERMITTING ❑ BIDDING �X Q y a ao z Lu 0 J cl m� w ~ J O NALLu z BOL U) UU- U v U) Q LUE w Q o U Zd Q p O cn b&x bo Q 8' MIN. 8' MIN. 8' MIN. 4" WIDE BLUE PAINTED STRIPES ACCESSIBLE PARKING SPACE (VAN ACCESSIBLE) MATT A. GLAZEr ..................... ..'� 99253 ISSUE ❑ PRELIMINARY REVIEW ❑ PERMITTING ❑ BIDDING �X CONSTRUCTION REVISIONS coc o a� rn � � 'i Lo u')O > cocc C co co � co LL Q) Q� r ^U1 � W E X U a_ LL z .L th IoW ory PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STANDARD DETAILS DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C 8.3 PAGE 16 of 19 48"0 FIBERGL BUFFER TANK 4"x 2" SENS( CLEAN—OUTS TAiNIV 3" VACUUM SERVICE LATERALS SUMP ACCESS HATCH �K (2) 6 7/8" DIA. (BREATHER UNIT) SECTION D -D PLAN VIEW OF TANK EQUIPMENT ASSEMBLY 3'-10 11/16 " 9 7/8 " /0AA N�o� 4'-5 5/16 " (2) (2) SECTION C- C TD-DET\SPECIAL\FIBERGLASS DUAL B.T.-8'.DWG ;ESS ILTED /ER _r 11 7/16 " TANK 11 7/16 " PLAN VIEW OF INTERMEDIATE PLATFORM ...........................: MATT A. GLAZE ..499253 /�/�/'®ro:__ ISSUE ❑ PRELIMINARY ❑ REVIEW ❑ PERMITTING ❑ BIDDING ❑X CONSTRUCTION REVISIONS NOTE: CAST IRON FRAME AND COVER NON -TRAFFIC RATED o o 0 IS NOT TO BE SUPPORTED BY FIBERGLASSCOVER SHOWN SEE CIS I 2 BASIN. TRAFFIC COVER OPTION �+ � L 3" AIRVAC VALVE "' "' U IF REQUIRED WITH SUPPLIED •� CD co � TRAFFIC RATED CAST IRON FRAME & COVER TUBING GRADE �x � co u - Q) D D I Q) SEALED HINGED ACCESS DOOR WITH RECESSED i 1'-10 5/8 �I HANDLE AND LOCK SCREWS 2'-4 9/16 " TA K 2'-11 1 /4 " 15 16 0 0 STEEL COVER 0 0 rl CD I �-I r Fc C I Q) u L 0 03" SERVICE LATERAL FACTORY BONDED E(n o TO VALVE PIT = x FBT2SS=72" 1/2" FIBERGLASS DIVIDER PLATE— z .T 0 o FBT2SS-1=84" WITH 20" DIAMETER ACCESS & COVER o L LL 0 w U FBT2SS-2=96"/"A Tr ,i ­i > SECTIbN E3 -E3 NOTE: ALL BUFFER TANKS ARE TO BE EQUIPPED WITH AN APPROVED AIR INTAKE ASSEMBLY. CONTACT AIRVAC FOR APPROVED METHODS. DO NOT MAKE ANY OTHER GRAVITY LINE PENETRATIONS UNLESS AUTHORIZED BY AIRVC R IN CONSIDERATION OF THE RECEIPT OF THIS DOCUMENT, THE RECIPIENT AGREES NOT TO REPRODUCE, COPY, ® 5 REVISED DRAWING TO CURRENT STYLE (MAT) 7/29/09 USE, OR TRANSMIT THIS DOCUMENT AND/OR THE INFORMATION THEREIN CONTAINED IN WHOLE OR IN QD VA VACUUM PART, OR TO SUFFER SUCH ACTION BY OTHER, FOR ANY PURPOSE EXCEPT WITH THE WRITTEN PERMISSION 4 REVISED DRAWING TO CURRENT STYLE (JMM) 1-29-08 OF AIRVAC, INC. AND FURTHER AGREES TO SURRENDER SAME TO AIRVAC, INC. UPON DEMAND. 3 REVISED DRAWING WITH NEW STYLE BUFFER TANK (JMM) 16-22-06 SSYSTEMS The Viable Alternative ® 2 REVISED WITH NEW "F" SERIES VALVE (JMM) 5-2-06 SECTION A- A TITLE NOMINAL 48" DIA FIBERGLASS BUFFER TANK THICK X 6' SQUARE 1 ANTI—FLOAT COLLAR DUAL BUFFER TANK FIBERGLASS CONSTRUCTION WITH INTERNAL SUMP BREATHER AIRVAC, INC. TELEPHONE (574) 223-3980 REVISED SUMP BREATHER HOLE SIZE 08-07-00 L'MAWN GT MDM "Hit SCALE 1 3/17/00 P.O. BOX 528, 4217 N. OLD U.S. 31, ROCHESTER, INDIANA 46975 U.S.A. FAX (574) 223-5566 COPYRIGHT © AIRVAC, INC. NO. REVISIONS E DATE DESIGN BY MAT COPYRIGHT Rl A/AC 0 NOT TO SCALE DRAWING NO. PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STANDARD DETAILS DA TE 04/19/18 JOB NUMBER E22013.00 SHEET C 8.4 PAGE 17 of 19 NOTES; 1. ALL GROMMETS FOR VALVE PIT AND SUMP SUPPLIED BY AIRVAC. 2. ALL HOLES IN VALVE PIT AND PIT BOTTOM ARE FACTORY CUT. ALL GRAVITY LINE CONNECTION OPENINGS IN THE SUMP ARE FIELD CUT. 3. ONLY HOMES OR APARTMENTS WHOSE LOWER FLOOR ELEVATIONS ARE THE SAME SHOULD BE CONNECTED TO A COMMON VACUUM VALVE PIT INSTALLATION. SOME LOCAL CODES MAY REQUIRE THE INSTALLATION OF A BACKFLOW PREVENTER IN THE HOME OWNERS' GRAVITY LINES. WITH MULTIPLE FLOOR APARTMENTS, EACH FLOOR LEVEL SHOULD BE SERVICE BY ITS OWN VACUUM VALVE PIT PACKAGE. 4. WHEN INSTALLING ANY PIPE THROUGH A GROMMET, USE ONLY WATER, MILD DETERGENT, OR SILICONE LUBRICANT. NEVER USE PIPE JOINT GREASE. MATT A. GLAZE .... ......... ;-.. 99253 MEN - REVISIONS ISSUE ❑ PRELIMINARY REVIEW ❑ PERMITTING ❑ BIDDING [X CONSTRUCTION El REVISIONS IN CONSIDERATION OF THE RECEIPT OF THIS DOCUMENT, THE RECIPIENT AGREES NOT TO REPRODUCE, COPY, USE, OR TRANSMIT THIS DOCUMENT AND/OR THE INFORMATION THEREIN CONTAINED IN WHOLE OR IN PART, OR TO SUFFER SUCH ACTION BY OTHER, FOR ANY PURPOSE EXCEPT WITH THE WRITTEN PERMISSION OF AIRVAC, INC. AND FURTHER AGREES TO SURRENDER SAME TO AIRVAC, INC. UPON DEMAND. VACUUM SEWE'rR SYSTEMS AIRVAC, INC. P.O. BOX 528, 4217 N. OLD U.S. 31, ROCHESTER, INDIANA 46975 U.S.A. The Viable Alternative® TELEPHONE (574) 223-3980 FAX (574) 223-5566 COPYRIGHT © AIRVAC, INC. LIFT DETAILS FOR 3" SERVICE LATERAL PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STANDARD DETAILS DATE 04/19/181 JOB NUMBER E22013.00 SHEET C8.5 PAGE 18 of 19 IMPORTANT - M (o F= 5. DO NOT INSTALL VACUUM VALVE UNTIL HOME GRAVITY LINE IS —_I—, MINIMUM 5' ADJACENT TO MAIN m0 CONNECTED TO PIT PACKAGE AND AIR INTAKE IS IN PLACE. I �- ° c6 -o _—I —III— FALL TOWARD MAIN .2� - 45' SCH 40 ELL .1.1._ 6. DUAL FFER TANK _ FIBERGLASS CONSTRUCTION WITH INTERNAL SUMP — I WYE IN VERTICAL POSITION ° > co co c BREATHER. = 11— — 1— INVERT OF SERVICE VACUUM SEWER MAIN SHOWN °' x f- LATERAL FLOWING INTO PAPER u - —III FALL TOWARD MAIN .2%� MUST BE Q) ABOVE CROWN y _ — OF MAIN I I—fHR TbIRECTIONAL CHANGE 1.0 F LIFTS PREFERRED MINIMUM 5.0 FT. FROM VALVE PIT , (1) 3.0 FT LIFT (MAX) WITH AIRVAC APPROVAL FALL TOWARD MAIN .2% - ° 45° U � GRAVITY LINES— a� IN ALL INSTALLATIONS, SEWAGE SHALL FLOW E x o BY GRAVITY TO THE COLLECTION SUMP v a)LL INSTALL GRAVITY LINES IN ACCORDANCE z .L WITH ALL NATIONAL AND LOCAL CODESo 0 w o>� IN CONSIDERATION OF THE RECEIPT OF THIS DOCUMENT, THE RECIPIENT AGREES NOT TO REPRODUCE, COPY, USE, OR TRANSMIT THIS DOCUMENT AND/OR THE INFORMATION THEREIN CONTAINED IN WHOLE OR IN PART, OR TO SUFFER SUCH ACTION BY OTHER, FOR ANY PURPOSE EXCEPT WITH THE WRITTEN PERMISSION OF AIRVAC, INC. AND FURTHER AGREES TO SURRENDER SAME TO AIRVAC, INC. UPON DEMAND. VACUUM SEWE'rR SYSTEMS AIRVAC, INC. P.O. BOX 528, 4217 N. OLD U.S. 31, ROCHESTER, INDIANA 46975 U.S.A. The Viable Alternative® TELEPHONE (574) 223-3980 FAX (574) 223-5566 COPYRIGHT © AIRVAC, INC. LIFT DETAILS FOR 3" SERVICE LATERAL PROJECT OVERLOOK RV PARK W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STANDARD DETAILS DATE 04/19/181 JOB NUMBER E22013.00 SHEET C8.5 PAGE 18 of 19 SOFT �l+i a~ �.............................: *..I MATT A. GLAZE ��i.•. 99253 ,4 4/cN8�4• 'tS� AIRVAC 1 PIECE MOLDED ISSUE HDPE AIR TERMINAL TO BE USED AS A E] PRELIMINARY ❑ REVIEW DEDICATED AIR INTAKE ❑ PERMITTING SEE DESCRIPTION BIDDING CTION BELOW ❑ 60'-0" MAXIMUM LENGTH REVISIONS REDUCE BY 10 LF FOR EACH ADDITIONAL 45° ELL GLUE HALF OF A 6" 99 COUPLING AT 4" FROM 6 PPE S SEALED WITH END OF PPE TO ACT 6" AIRVAC GROMMET AS A STOP. PROVIDE TEMPORARY SEALED CAP 6" SDR 21, PRESSURE (.C) C-0 �'0 )0) 0 SEWAGE FLOW ALLOWS RATED PPE AND SCH 40 �L L PRESSURE RATED FITTINGS ��._ ��' co (13 � co L� a� Q) MATER AL: POLYETHYLENE, MOLDED CONSTRUCTION WITH APPROXIMATELY 3/16 WALL THICKNESS. � COLOR: SIMULATED BROWN STONE. �0 INSTALLATION: PUSH DOWN ONTO 6" SDR 21 PVC PPE r N STALLED AT 6" ABOVE F N SH ED GRADE. E X� U � u- THIS 6" PVC PPE TO BE A DEDICATED AIR PPE FROM Z .L *k L U- 0 Lu L THE SEWAGE HOLDING SUMP WITH NO SEWAGE FLOW. 6" DEDICATED HDPE AIR TERMINAL DETAIL PROJECT OVERLOOK CONTACT AIRVAC FOR ADDITIONAL DRAWINGS RV PARK * 20'-0" MIN IN AREAS WITH A WINTER DESIGN DRY BULB TEMPERATURE 320F OR LOWER W. HARRISON AVE. PORT O'CONNOR, TEXAS TITLE STANDARD ® IN CONSIDERATION OF THE RECEIPT OF THIS DOCUMENT, THE RECIPIENT AGREES NOT TO REPRODUCE, COPY, DETAILS USE, OR TRANSMIT THIS DOCUMENT AND/OR THE INFORMATION THEREIN CONTAINED IN WHOLE OR IN OR TO SUFFER SUCH ACTION BY OTHER, FOR ANY PURPOSE EXCEPT WITH THE WRITTEN PERMISSION Q QPART, OF AIRVAC, INC. AND FURTHER AGREES TO SURRENDER SAME TO AIRVAC, INC. UPON DEMAND. V ACUUM SEWE'rR SYSTEMS AIRVAC STANDARDS The Viable Alternative DATE 04/19/18 AIRVAC, INC. TELEPHONE (574) 223-3980 P.O. BOX 528, 4217 N. OLD U.S. 31, ROCHESTER, INDIANA 46975 U.S.A. FAX (574) 223-5566 COPYRIGHT © AIRVAC, INC. JOB NUMBER E22013.00 SHEET C 8.6 PAGE 19 of 19 _j