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Home My WebLink About51-03 Agape Church - School - Shawnee - Backfile (2)9 Own zw 'i Is SHAWNEE DISTIR.ICT FREDERICK COUNTY, VIRGINIA TRIAD PROJECT NUMBER 08-03-0173 ' '1111_ ', I N D E X 0 F S H E E T S, DESCRIPTION SHEET NO. COVER SHEET.........................................................................0 —1 NOTES& LEGEND..................................................................C-2 EXISTING SITE CONDITIONS .................................................. C — 3 SITEPLAN..............................................................................C-4 SITE GRADING AND E&SC PLAN .......................................... C-5 E&SC NOTES AND DETAILS...................................................C-6 CONSTRUCTION DETAILS........................................................ C — 7 OWNER CERTIFICATE �i I, :7 �� C_' ' REPRESENTING AGAPE CHURCH, DO HEREBY CERTIFY THAT THIS PLAN IS DESIGNED WITH MY APPROVAL AND CONSTRUCTION WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLAN. GIVEN UNDER MY HAND THIS DAx OF2 2004. OWNER SIGNATURE 0�10 AC-YAPE CHIFZIISTIAN CH-UIRCH ATTN: PASTOR LEE PROCIK (540) 869-6070 l 645 TL7ICJKER RoL1 STE]PHENS CITY, VA 22655 �yTH of L U DENNIE D. DUNLAP III> - No. 035809 (� �sloNaL E� RESPO VSIBL E L AIVD DIS TURBEP; iJarne; Dennie D, Dunlap III Cer- of ica tion #; 035809 Exp, Dote,, July 31, 2005 The responsible land disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. VICINITY MAP i " = i 000' REVISED 02-20-04 (ALL SHEETS) REVISED 04-14-04 (C-3 & C-4) REVISED 04-22-04 (ALL SHEETS) REVISED 04-29-04 (C-2, C-4, C-61 & C-7) SUBMITTED FOR APPROVAL 06-08-04 SUBMITTED FOR APPROVAL 06-25-04 Approved by the Zoning Administrator -j�D Zoning Administrator Signature Date Note: Site plan is valid until 5 years after approval date. Note: Site plan is valid until 2 years after FCSA approval date. Zw=LwlAa i> ENGINEERING, www.triadeng.com CIVIL DESIGN GROUP 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office@)triad—winc.com 971 Acorn Drive Harrisonburg, VA 22802 Phone: 540-434-4135 Fax: 540-434-5841 E—mail: off ice@ triadengineering.net 1 GENERAL NOTES 1. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES 'OR AMBIGUITIES -IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 2. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. 3. FORTY - EIGHT (48) HOURS PRIOR TO ANY EXCAVATION CALL MISS UTILITY 1 (800) 552-7001. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE FREDERICK COUNTY MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE FREDERICK COUNTY PUBLIC UTILITIES. 6. DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF HIGHWAYS & TRANSPORTATION AND FREDERICK COUNTY. 7. INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD DRAWING PB-1. 8. ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.) SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS. 9. ALL UNDERGROUND FACILITIES LOCATED WITHIN THE COUNTY'S RIGHTS -OF -WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE. 10. ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPACTIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 11. SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILITATE COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND M-H SOILS MAY BE USED SUBJECT TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE CITY ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17. 12. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK - FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. 13. COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING. 14. EMBANKMENT FILL AND TRENCH BACK -FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 5-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES: (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. (B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. 15. COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. (B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAL FEET. (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT PER 500 LINEAL FEET. 16. ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THEIR INTEGRITY. 17. TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY ENGINEER. FAILURE TO CONDUCT DENSITY TESTS SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. TESTS SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT. 18. STANDARD UD-1 AND UD-3 UNDER -DRAINS SHALL BE INSTALLED WHERE INDICATED ON PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY COUNTY INSPECTORS 19. COUNTY INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB - DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. 20. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND AS FURTHER DIRECTED BY COUNTY PUBLIC WORKS DEPARTMENT. 21. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE COUNTY ENGINEER AND PUBLIC WORKS DEPARTMENT. 22. INSTALL COUNTY STANDARD STREET CENTERLINE MONUMENTS WHERE REQUIRED FOR NEW STREETS. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 24. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED PRIOR TO START WORK AND SHALL ADHERE TO THE CONDITIONS IMPOSED. 25. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS OF SEC. 59.1-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINE SAFETY ACT). 26. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. 27. ALL BUILDING HEIGHTS WILL BE LESS THAN 35 FEET WITH THE EXCEPTION OF THE STEEPLE. VDOT GENERAL NOTES: V1.) ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2.) ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3.) THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES„ JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V4.) DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. V5.) PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6.) IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. FCSA CONSTRUCTION NOTES: 1.) THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM. 2.) THE WATER AND SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL. 3.) WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS. 4.) THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 5.) WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. B) THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION AND PAY DEPOSIT (2) MARK THE LOCATION OF THE TAP. 6.) THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7.) EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 8.) THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED, 1) THE METER BOX, WITH ITS FRAME AND COVER MUST BE PROPERLY ALIGNED WITH THE COPPERSETTER; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. 9.) FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. B) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. C) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. D) FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. D) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10.) ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY, (DOUBLE CHECK VALVE OR RPZ AS REQUIRED), INSTALLED. THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. 11.) ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. RADIO REMOTE READOUTS ARE REQUIRED. ABBREVIATIONS ARCH. ARCHITECT C/L OR ISE CENTERLINE C/OUT OR C/O CLEAN OUT CONC. CONCRETE CG CURB & GUTTER DIA. DIAMETER E.P. EDGE OF PAVEMENT EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.F. FINISHED FLOOR F.H. or F/HYD FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HORIZ. HORIZONTAL INV. INVERT IRS IRON ROD SET LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK SD SIGHT DISTANCE S.F. SQUARE FEET STR. STRUCTURE T.B. TOP OF BANK T/C TOP OF CURB T/P TOP OF GRAVEL PAVEMENT TPD TRIPS PER DAY U/G UNDERGROUND VERT. VERTICAL W/L WATERLINE X-ING CROSSING EXISTING I C(`CNIFI PROPOSED ROADS ROAD CENTERLINE CURB CURB TAPER SIDEWALKS -4 CONCRETE PAVEMENT GRAVEL SURFACE BUILDINGS L I ® 000 FENCE 0 DECIDUOUS TREE +\ CONIFEROUS TREE CONIFEROUS SHRUB PROPERTY LINE C _ STORM SEWER -2900 - - 2900 INDEX CONTOUR - - - 2898 - - - 2898 INTERMEDIATE CONTOUR 2876.3 x �x SPOT ELEVATION 2893.66 LIMITS OF CLEARING AND/OR GRADING INSPECTIONS DEPARTMENT NOTES: 1.) BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303 GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE (2000), AND CABO Al 17.1-98 (ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES). STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 2.) ATTENTION IS HEREBY DIRECTED TO CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THIS STRUCTURE. (SOILS, CONCRETE, ETC.) 3.) ALL REQUIRED EGRESS FROM STRUCTURE SHALL BE H.C. ACCESSIBLE TO ACCESSIBLE EXTERIOR LANDING. 4.) H.C. PARKING SHALL NOT EXCEED 2% ACROSS THE UNLOADING AREA. SPACE SHALL BE 8' MIN. WITH 8' STRIPED VAN ACCESSIBLE SPACE REQUIRED. TRIAD ENGINEERING, INC. www.triaden .com ® c 0 O N N a oho aka '- O 0 0 0 W z w W0 U _ U z w U z 0 < z Q a U w d 0 a m Z o a w ~ o Z w o w U (n O 0 LLJ � Q j L.J o- p p Q (q U w m cn o! N to It c� o N � � 0 0l o N U r7 0 N O N I c 0o W N O - O O c 0 U C (% .n g c I 0 o W p L W U • V Z w .� U > r ^ �./ N U F_ Z' QwZ 00 ® � W >Za0 W2a,z1 W �o}ZNxZ��og 0Q0D0'00 � <Z Z()Q U)zZ!Ld(D wQW 01 �0 3 _ o O_j.Z_ J e J 0 W ® at mcn 0r »Q�0IQ UZZ��c w' Q 0 ZU�UWr: = Z UZ gLU �c0 ��pzQ W 3m jL �Z W� (7Wo Uu�i z, z W SH OF UDENNIE D. 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TITLE KEY SYMBOL 11 I I I I I I; I / = \ 1 \ / ----� 5 0 I \ \ i 1 1 , r I , \ / ' i ----- \ \ , \ .------------ / / / f- 1 ; I TRIAD ENGINEERING INC I , , 1 1 , I r, ' I r , y r I 1 r r I I I ( I I , , / I i - J I \ \ \ /' , / /' / \ ' \, _ TEMPORARY STONE % I I , r \ 1 , , ,' t \ \ \ \ / / l / \ \ % I I , - www.tripden .COm 3.02 CONSTRUCTION C E i I ! 1 1 t II l I ; I 1/ ,' i I ' / - -- -- ' ENTRANCE r I I 1 I I 1 I 1 , 1 I,I � , i i // �' '. 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Y E SNT // / /' \1:' // ,'i /i i / i I i i I I , 1 1 / I I \ 1 I _ 1 \ /il 1 i / %,- , 0 Z / ;' r / r / , , / / , 1 , I 1 , r , ' r ,/ '' l t - - ` 'J�'^��fL'`_�j - _ /' _ _� I F / / m W' 3.18 OUTLET PROTECTION OP " /, ,, , " / , / ' ' ; / r t , 1 I / 1 , // \ \\ '" `\`` "^' � - _- _ / r / / r I I , / t` ' ' _- i \ 0 ---� - -- _ 4 __ _ � - �1 --i F / : i \\ \ 1 / i Z Q < Q o - -� 1 1 1 / ' / / I- F- �, '' /' i ,'' / i / ' , 1 1 , r 1 r r ( - \ - - - - - - _ �� W I , / 1 \ 1 1 _ , W I- ,' /� / , r r I' ,' 1 rI ' / \ , \ t ' \ // II ' U / , i . \ I I F ,' / / . /'/ // / i / /1 I / 1 I r lI II I Ir 1 ! / __ / ,/ / �:,// i' // / / /' / / ' I I I ,' i , r l I 1 I I I i /, -- Gl I- a- rr �� •P• / , 1 I 1- , -\-- / i J 11 I � Q / ,' , \t-i , / , / - _ I , I l ; I I , l , , i , I 1 /' - - - - I 1 I ,I i ' ; , I 1 1 1 / , Q Q > ch � / , '' i ' % ' ' , n ' ' / 1 ' i i l ' i i l i I i ' i i' ' _ - - W , __-_-- 1 i , 11 1 y - I 1 1 / U '' f /� / \ i/ i'/ / I/ I i i I i i 1 i ' - - ---- ------ -__ -- - - I--__-_J_---- �''/ / G i II i'^ i i` I I // Q W ---'" , i r I / I ;, l I I r I ; ; -_ `, - P _ R MA ---'----- I E S 1 1 ; I 1 / _-- �, � I / / I I I I ---- -- 1 1 WATE _ _. � � TIN ,, , Nw cn 1I--//�/, 1` / I' ' / O • I / , / I ; , I 1 ' , I I I I \ �'' _' ; 1 _ 3 X. `- EX.------�--- 1 1/ o // /i ' 1 I , I I '\ -I- i' ;' ; � QL '('''\ , 1-� •I ' / I 1 , t 1 1 I I 1 I \ A E� I V PHASE I Fes`'% ' I 1 1 '' I I w J >� IL "y/ LLL"`111 / / , I / / / , / , I I I I i ' i ' I i i 9 ! 1 _ i "" / ' /' I 1 I I' 'i / / 1\ /' / ! 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THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE W771 THE APPROPRIA TE ERO5/ON AND 5E0/MENT CONTROL O/RECTOR 48 HOURS PR/OR TO BEGINNING GYORK. 2. ALL ERO5/ON CONTROL 0Z_V10E5 A5 5HOGYN OR A5 REQU/RED ARE TO BE CON57RUCTEO TO 5TA1V,0ARU5 A/VO SPEC/F/CAT/ON5 OF WIF011VIA ERO5/ON AND SEO/MENT CONTROL HANDBOOK (LATEST EDITION,) ANO ARE TO BE /N PLACE PR/OR TO ALL CONSTRUCT/ON J 7H/5 PLAN 15 NOT COMPLETE DY/THOUT THE APPROVED NA/R/1'A 71VZ 4. ER05/0N AND 5E0/MENT CONTROL MEASURES SHALL BE MA/NTA//VED CON71NUOU5L Y, REL OCA TEO GYHEN AND A5 NECESSARY AND SHALL BE CHECKED AFTER LE -VERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARL Y AND SHALL BE HIA 7,ERED, FERTIL/ZED, RESEEDED AND M'UL CHED A5 NECESSARY TO OBTAIN A DENSE STAND OF CRA55. 5. ALL DISTURBED AREAS NOT PA VEO OR �BU/L T UPON ARE TO BE FERT/L/ZED, SEEDED, AND MUL CHED BY THE CONTRACTOR IN ACCORDANCE WITH THE V/RGINIA ERC5/0N AND SEO/MENT CONTROL REGULA T/ON5. (LA TEST ED/T/OIV) 6. GYHEN THE CRUSHED STONE CONSTRUCT/ON ENTRANCE HAS BEEN COVERED W71-1 SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCT/ON TRAFFIC, /T SHALL BE RERLACEO GY/TH A DEPTH OF STONE EQUAL TO THA T OF ORIGINAL APPLICA T/ON. 7. ALL GRAIN INLETS SHALL BE PROTECTED FR01V 51L TAT/ON. INEFFECTIVE PROTECT/ON OEV/CE5 SHALL BE /MMEO/A TEL Y REPLACED 4NO THE INLET CLEANED. FL USH/NG /S NOT AN ACCEPTABLE METHOD OF CLEANINO 9 GRADE AREAS ADJACENT TO BUILDING TO ACH/EVE ORA/NAGS AGYA Y FROM THE STRUCTURE AND TO PREVENT POND/NO IN 5WALE5. 9. PERMANENT OR TEMPORARY 501Z 57A9/L/ZA71ON SHALL BE APPL/ED TO DENUOEO AREAS GY/THIN SEVEN OA Y5 AFTER FINAL GRADE /5 REACHED ON ANY PORT/ON OF THE SITE. TEMPORARY SOIL STAB/L/ZAT/ON SHALL BE APPL/EO WTH/N SEVEN OA Y5 TO DENUDED AREAS THA T MA Y NOT BEA T FINAL GRADE BUT WILL REMAIN DORMANT FOR L ONGER THAN 30 OA 1v5. PERMANENT STAB/L/ZA T/ON SHALL BE APPL/EO TO AREA5 THA T ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 10. OUR/NO CONSTRUCTION OF THE PRO✓ECT SOIL 570CKP/L E5 SHALL BE STAB/L/ZED OR PROTECTED GY/TH 5E011VEN7_ TRAPPING MEASURES. 11 SED/MENT BASINS AND TRAPS PER/METER O/KES, SEO/MENT BARRIERS AND OTHER MEASURES INTENDED TO IRAP SEO/MENT SHALL BE CON5TRUCTEO A5 A F/R5T STEP /N ANY LAND- 0/57ZIP9/NO ACT/V/TY AND SHALL BE MAIOE FUNCTIONAL BEFORE UR5L 0I'E LAND DISTURBANCE TAKES PLACE. 12. STAB/LIZA T/ON MEASURES SHALL BE APRL/ED TO EARTHEN STRUCTURES SUCH A5 DAMS, DIKES AND O/VERSIONS /MMEO/A TEL Y AFTER IN57ALLAT/ON. TEMPORARY SEEDING PLANTING DATES: SPECIES SEPT. 1 - FEB. 15 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET (SETARIA ITALICA) /3. UNDERGROUND UTILITY L/NE5 SHALL BE INSTALLED /N ACCORDANCE W1711 THE FOLL OGY/NG STANDARDS IN ADD/T/ON TO OTHER APPL/CABLE CR/TER/A. A. NO MORE THAN 500 L/NEAR FEET OF TRENCH MAY BE OPENED AT ONE T/ME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL 5129E OF TRENCHES. C. EFFL UENT FROM 2CWATER/NG OPERATIONS SHALL BE F/L TEREO OR PASSED THROUGH AN APPROVED SED/MENT TRAPPING DEI//CE, OR 90711AN29 DISCHARGED /N A MANNER THAT DOES NOT ADVER5EL Y AFFECT FL OGY/NG STREAMS OR OFF -SITE PROPERTY. D. MATERIAL U5E0 FOR BACK FIZZING TRENCHES SHALL BE PROPERLY COMPACTED /N ORDER TO M/N/M/ZE ERO5/ON AND PROMOTE STAB/L/ZAT/ON. E RE5TAB/LTZAT/ON SHALL BE ACC01WPAN1E0 /N ACCORDANCE W1711 THESE 1FEGULA710N5. F. APPL/CABLE SAFETY REGULA71ON5 SIJALL BE COMPL/ED W1711 14 GYHERE CONSTRUCT/ON VEHICLE ACCESS ROUTES INTERSECT PA VED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO M/N/M/ZE THE TRANSPORT OF SED/MENT BY VEHICULAR TRACK/NG ONTO THE PA VED SURFACE. *HERE SED/MENT /5 TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHL Y A T THE ENO OF EACH OA Y. SED/MENT SHALL BE REMOVED FROM THE ROAO5 BY SHOVELING OR 5GYEEP/N6 AND TRANSPORTED TO A SED/MENT CONTROL D/5P05AL AREA. STREET &A5HING SHALL BE ALL OGYED ONL Y AFTER SEO/MENT /S REMOVED IN 711/5 MANNER. 15. ALL TEMPORARY ER05/0N AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED &1THIN JO OA Y5 AFTER FINAL SITE STAB/L/ZAT/ON OR AFTER THE TEMPORARY MEASURES ARE NO L ONGER NEEDED, UNLESS OTHERGY/5E AUTHOR/ZED BY THE L OCAL PROGRAM AD1V/N/57RA7OR. TRAPPED 5ED/MENT ANO THE D/51URBE0 SOIL AREAS RE5UL TTNG FR01W THE 915R05/710N OF TEMPORARY MEASURES SHALL BE PERIVANENTL Y STABILIZED TO PREVENT FURTHER ERO5/0N AND SEOIMENTA 71ON. /6. ALL DISTURBED AREAS NOT PA VED OR BU/L T UPON SHALL BE TOP SEEDED, MUL CHED AND FERT/L/ZED. PERFORM PERMANENT TOR 50/LING, SEEDING, LANOSCAR/NG, FERT/L/Z/NG, AND MUL CIIING A5 SOON AFTER F/N/SH GRAD/NG AS FOSS/BLE. SEEDING SHALL COMPL Y W TH THE FOLL 0011NG.- A. TOPSOIL - 4 INCH MIN/MUM FOR PERMANENT TURF B. FERT/L/ZER - 450 POUNDS PER ACRES OF 10-20-10 FERT/L/ZE OR EOU/VALENT POUNDAGE OF DIFFERENT ANAL Y5/5. WORK INTO SOIL PR/OR TO SEED/NG. C L/ME (PERMANENT 5L'25291NO) - AGRICUZ TURAL L/ME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PR/OR TO SEED/NG. MUL CH - CHOPPED 57RAGY AT RATE OF 2 TONE PER ACRE AND TACKED IN PLACE. HYDRO-MUL CH A T RA TE OF 30 BALES PER ACRE. PERMANENT SEEDING RATE IN LBS. PER ACRE 50 -100 lbs. / acre 50% 50% MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) KENTUCKY 31 OR TURF -TYPE TALL FESCUE IMPROVED PERENNIAL RYEGRASS KENTUCKY BLUEGRASS HIGH -MAINTENANCE LAWN MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP** GENERAL SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP** CROWNVETCH**** 60 - 100lbs. / acre 100% 50lbs. / acre 100% 200-250 lbs. / acre 90-100% 0-10% 0-10% 125 lbs. / acre 150 lbs. / acre 85% 3% 12% 150 lbs. / acre 70% 3% 13% 14% ** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. **** IF FLATPEA IS USED, INCREASE TO 30 lbs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. END -SECTION 12'- 60" PIPE Hum end an outlet eM-eaNian en Spigot d on Nat and-setti i x PLAN rdMarmsnt A �- D - SECTION X-X x E Concrete to be 4000 PSI Min. END -SECTION DIMENSIONS DLAM. A B C D E If 4° 2'-0' 2'-0' 4'-0' 2'-0° 15" 6' 2'-3" 1'-9. 4'-0' 2'-6' 18' 9' 2'-3' 1'-9. 4'-0' 3'-0' 24' 9 1 2 ' S-7' 2'-6' 6'-l' 4'-0' 30' l'-O' 4'-6' 1'-7 3/4 ' 6'-1 3/4 ' 5'-0' 36' V-3' 5'-3' 2'-10 3/4 8'-1 3/4 ' 6'-0' 42' l'-9' 5'-3' 2'-11' 8'-2' 6'-6' 48' 2'-0' 6'-0' 2'-2' 8'-2' 7'-0' 54' 2'-3' 12'-11' 5'-5' 2'-9 1/4 ° 8'-2 1/4 ' 7'-6° 60' 5'-0' 3'-3' 8'-3' 8'-0'- ALTERNATE END -SECTION 12"- 60' PIPE L Hub vxI an outld end-amto" SpW and on IMet and-eedbne x x E Concrete to be aolm PSI Min. PLAN - kEda reMana.e T I D I SECTION X-X a■®®�fll�arm CB NOTE Pipe lengths shown on plats are based on End-Sedim deign from on left. It the contractor dots Z. to use the altemate design shown on the right, leiVft will be reduced by the ddtmm in dimension SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT O/ TRANSPORTATION OUTLET PROTECTION DIMENSIONS OUTFALL FROM Do DISCHARGE D50 La W STIR. BASIN 15" 3.80 CFS 6'$ 8' 10' CHANNEL INSTALLATION C:\ENG\CHANNEL.DWG NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED CRITICAL POINTS IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. B. PROJECTED WATER LINE REFER TO GENERAL STAPLE PATTERN GUIDE FOR C. CHANNEL BOTTOM/SIDE CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. SLOPE VERTICES 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6' WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF' STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6° WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED (2' FOR C350 MATTING). 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT NTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A SECOND ROW 4' BELOW THE FIRST ROW IN A STAGGERED PATTERN. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6' DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711 USA 1-800-772-2040 CANADA 1-800-448-2040 NORTH AMERICAN GREEN ES-1 ML:11 TRIAD ENGINEERING, INC. www.triceng.com +®+ a N 0 N 0 00 e 0 0 0 z w w_ ov U z W U z C o Q z Q a mm L'j d 0 m o a Q z w 2 tOf - 0 00 o U > o lit LLJ o m CY Q N 1111 C� o r� o 0 C) 0 U I 0 N C: 00 0 n N 0 a� - v= o o C 0 v 0 a o U (n o v g U Lt_ 3v o p v v o L N 0 e w U LU_. > v 0 IJ �N QZ� za> z� 5� QwQ ma 0Uj ® > �00 w2 zn (LzJ:)lo1 D3r n LLJ �or> zU��Z�� UN-zooLo 0`'ZZ`:2 o:� �o z NZZOZI w w Q 0 a0�� 0 ®_3 eZ _ _J aJOW aS m� w w0 ic�QQ U�UjJ'>a a ZI�>'�� ~n�(y _ z U�Uwr. w U)g P O 3m dp0 woo I oU a w o . Z In z j } a w D U) a TH OF D. DUNLAP UP- E 035809 � ti wiAL E PROFESSIONAL SEAL V) j W Q _ > Z Z = O Q U U W U a_ W w U o ZLL_ 0 od La Drawing Number: C111111111111111111111116 Job No.: 08-03-0173 i" dia. schedule 40 steel pipe filled with concrete and painted yellow (2) COATS 4" WIDE PAINT STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. HANDICAP USE \SIGNS 3' �3' 7777 20 20' f HANDICAPPED PARKING STALLS NOT TO SCALE DOUBLE PRIME COAT AND SEAL 8" VDOT 21—B STONE SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. TYPICAL COAT SEAL PAVEMENT DETAIL FOR INTERIOR ROADS & PARKING AREAS NOT TO SCALE 2' BOLLARD DETAIL direction of setting to be approved prior to installation concrete pad 1'-6" sq. x 6" deep screw type / adjustable valve box locator marker mechanical joint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY Figure 9 varies at property line (see note 2) skid pad roadway box — 2" CTS polyethylene tubing (PET) 200 psi \w/ SS inserts at all connections saddle with corporation stop water main / ball valve curb stop with PJ J (CTS) both ends [B44-777 w/ SS inserts];, with 2" gate valve operating nut E� CUTOUT DETAIL (typical) LANOSCAP/NC AREA OR ENTRANCE PA170 CONCRETE S/DEWAZK 500 o. s is 4 \ 25 PER 1 ' 1.5 " 2- \\ . . SZ COPE kA1 R/ES /N D/RECT/ON AND PERCENTAGE. REFER TO GRAD/NC PZAN PROPOSED PAVEMENT \ j. 4- ACC. BASE S/0�1�1�,4L A� DETAIL NOT TO 5CAZE cast in place access door, centered in top (see note 1) - 2' max. c E r` N 2" min. SUBCRADE VBHH77-15BHC-11-77 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts solid support blocks under custom setter 6" stone bedding C14-44 w/ SS inserts and MIP plastic plug NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1 R2424 2. Water service crossing street: a) Encased in 6" diameter SCH40 or SDR21 pipe. The piping shall run from one foot beyond sidiewalk across street, to one foot beyond sidewalk. b)lnstall 12 guage insulated copper wire (for line tracing) from Corp stop to into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 1 1/2" and 2" METER INSTALLATION Figure 6 Revised Oct 03 POWER/ALARM CABLE 12-6 W/GND. ELECTRICAL QUICK DISCONNECT (EQD) FIELD JOINT REQUIRED FOR MODELS TALLER THAN 2012-83. QUICK DISCONNECT ASSY. (304 S.S.) SS CAST BALL VALVE DISCHARGE 1 1/4" Ill 1 1/4' DISCHARGE LINE (304 S.S.) 44 in CHECK VALVE 1105 mm (GLASS FILLED Ni ANT' -SIPHON VALVE (GLASS FILLED NORYL) HOPE TANK 1/2' NOMINAL WALL THICKNESS 150 GALLON CAPACITY SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE OF DELIVERING 9 9pm AT 138' T.D.H. (34 Ipm AT 42m T.D.H.) 2012 WATER. TIGHT LID, FRP STRAIN RELIEF CORD / CONNECTOR DUAL WALL, CORRUGATED HOPE ACCESSWAY CORE CCNTROL COMPARTMENT BREATHER INTERNAL WELL VENT 2.0' DIAMETER INLET, GROANIET TO ACCEPT 4.5C" O.D_ PVC PIPE (STANDARD)_ DUSTCOVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR BURIAL) ALARM — 38 in 974 rim 29 in i ON 737 mm OFF 43 sal 439 L 21 in 17 in 534 mm 432 mm 84 gol 66 go' 3181E 250 L 0 39 in� 984 mm NOTE- A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR engineered pow -Pressure systems: repealing the law of gravity. Grinder Pump Performance Characteristics 85 75 70 65 60 Q 2.55 Q 50 _ Q 45 13 4 z 4 00 TYPICAL p 35 OPERATING PRESSURE 30 25 15 10 5 0 T S CONSULT FACTORY FOR INTERMrrrENT USE ABOVE 60 psi OR 138 FEETTDH 1 LOW PRESSURE SYSTEM DESIGN PRESSURE 0 2 4 6 8 10 12 DISCHARGE (a), GPM 16 UL NSF S� SGS 01/25/99 F 1/16 CAH OR BY I CHK'0 I DATE ISSUE SCALE I I SEWER SYSTEMS MODEL 2012, DETAIL SHEET PA 0909 P01 Gravity sewers are no longer the rule for solving waste water problems. With huge savings in front-end costs and a much gentler footprint on the environment, gravity -independent Environment One low pressure sewer systems are revolu- tionizing the field. At the heart of the system is the E/One progressing cavity grinder pump - with high heads that eliminate costly lift stations, and a robust, powerful design that translates into the industry's highest levels of reliability, availability and maintainability. 200 190 10 170 nobody can 160 ISO touch our curve. _ 140 WO 130 In a low pressure system, constant. predictable pump �- output is the foundation for proper hydraulic design. 120 w U. It enables the engineer to minimize retention time: pump 110 Q d 1NP,flr, and keep scouring action at effective levels_ LU 100 = QEnvironment Onc's semi -positive displacement, progress- 90 Q 2 ing cavty pump has a nearly vertical H-0 Cur.Je. It is by far r 80 J the most'"orgiving" pump design - providing predictable F- 70 ® flow over the full range of typical system pressures; 60 strengths critical in a large-scale, tow pressure sewer. 50 FJOl superior high head capability allows a system with 40 few, if any, lift stations..And, it easily accommodates addi 30 tional future connections without compromising system 20 performance. 70 These E/One pump characteristics translate into: 0 • predictable hvdrauiic desicn • lower collection system capital costs • less maintenance • lower operating costs MLRI TRIAD ENGINEERING. INC www.triodena.com m 0 0 0 r pO I 0 O O 0 O I 1 N U 00 I 6 p o rn C o C N O U 0 U 0 U Q (n v o � C:� 0 Y � rn o o U Q s p U • U Z W lY D F U P ^&► l . > V 0 UPI �� Za> �ZZ z� QWQ m4 Xw W2I-aZco > 3: a d Z _J I Ch0<03'g ZU0000 W m�N� c��—ZoE 0 Woa�aw� U)ZZOZI VIWQW0 Z a0Q3 0 _ j J. J W ai m� >U' Q►-r7Q maw; UZ0UJ>o Z =cD �UHUWr; Z z W N F c0 W Z HZW6tid .0 O zWU zN o }• W Q > tY N LTH oF� U DENNIE D. DUNLAP IV - No. No. 035809 1 `sIONAL PROFESSIONAL SEAL V J Q _ % LLB U 0 > _ Z o O n Y U W D U C) LL Z O U Drawing Number: C-7 Job No.: 08-03-0173 0 "��< V I R G I N I A OWNER CERTIFICATE I, :7 _�4-ov C4, REPRESENTING AGAPE CHURCH, DO HEREBY CERTIFY THAT THIS PLAN IS DESIGNED WITH MY APPROVAL AND CONSTRUCTION WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLAN. GIVEN UNDER MY HAND THIS :�-70 DAx 0 F2 2004. OWNER SIGNATURE �N� WIN I I { ,,f1 i SHAWNEE DtSTRICT FREDERtCK COUNTY. #:'I1RGINt TRIAD PROJECT NUMBER 08-03-0173 INDEX OF SHEETS M I�]I�FY�:� ii11� ��► SHEET NO. COVERSHEET.........................................................................0 —1 NOTES & LEGEND..................................................................C-2 EXISTING SITE CONDITIONS .................................................. C — 3 SITEPLAN..............................................................................C-4 SITE GRADING AND E&SC PLAN .......................................... C-5 E&SC NOTES AND DETAILS...................................................C-6 CONSTRUCTION DETAILS........................................................ C — 7 AC --TAPE CHIF:ZIISTIAN C ATTN- PASTOR LIEE PROCIK (540) 869-6070 5'l'EPHE1V5 CITE', VA 22655 TH op7% I SR U DENNIE D. DUNLAP III a No. 035809 �sI�NAL E1�' RESPa�ISIBL E L AND DIS TURBER- Nome- Dennle D. Dunlop III Cer tl ico tion #- 035809 Exp. Dote,, July 31, 2005 The responsible land disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. VICINITY MAP 1 " = 1000' REVISED 02-20-04 (ALL SHEETS) REVISED 04-14-04 (C;;3 & C-4) REVISED 04-22-04 (ALL SHEETS) REVISED 04-29-04 (C-21 C-41 C-67 & C-7) SUBMITTED FOR APPROVAL 06-08-04 SUBMITTED FOR APPROVAL 06-25-04 `f PI 'SILL .SLAIN ,5—J 9— 03 Approved by the Zoning Administrator Zoning Administrator Signature e�97 O9 Date Note: Site plan is valid until 5 years after approval date. Note: Site plan is valid until 2 years after FCSA approval date. NA&MO ENGINEERING, INC. www.triadeng.com CIVIL DESIGN GROUP 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: off ice@ triad—winc.com 971 Acorn Drive Harrisonburg, VA 22802 Phone: 540-434-4135 Fax: 540-434-5841 E—mail: office Ctriadengineering.net 0 13 GENERAL NOTES 1. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 2. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. 3. FORTY - EIGHT (48) HOURS PRIOR TO ANY EXCAVATION CALL MISS UTILITY 1 (800) 552-7001. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE FREDERICK COUNTY MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE FREDERICK COUNTY PUBLIC UTILITIES. 6. DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF HIGHWAYS & TRANSPORTATION AND FREDERICK COUNTY. 7. INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD DRAWING PB-1. 8. ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.) SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS. 9. ALL UNDERGROUND FACILITIES LOCATED WITHIN THE COUNTY'S RIGHTS -OF -WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE. 10. ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPACTIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 11. SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILITATE COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE CITY ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17. 12. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK - FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. 13. COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING. 14. EMBANKMENT FILL AND TRENCH BACK -FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES: (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. (B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. 15. COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. (B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAL FEET. (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT PER 500 LINEAL FEET. 16. ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THEIR INTEGRITY. 17. TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY ENGINEER. FAILURE TO CONDUCT DENSITY TESTS SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. TESTS SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT. 18. STANDARD UD-1 AND UD-3 UNDER -DRAINS SHALL BE INSTALLED WHERE INDICATED ON PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY COUNTY INSPECTORS 19. COUNTY INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB - DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. 20. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND AS FURTHER DIRECTED BY COUNTY PUBLIC WORKS DEPARTMENT. 21. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE COUNTY ENGINEER AND PUBLIC WORKS DEPARTMENT. 22. INSTALL COUNTY STANDARD STREET CENTERILINE MONUMENTS WHERE REQUIRED FOR NEW STREETS. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 24. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED PRIOR TO START WORK AND SHALL ADHERE TO THE CONDITIONS IMPOSED. 25. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS OF SEC. 59.1-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINE SAFETY ACT). 26. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. 27. ALL BUILDING HEIGHTS WILL BE LESS THAN 35 FEET WITH THE EXCEPTION OF THE STEEPLE. VDOT GENERAL NOTES: V1.) ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2.) ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3.) THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V4.) DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. V5.) PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6.) IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. FCSA CONSTRUCTION NOTES: 1.) THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM. 2.) THE WATER AND SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL. 3.) WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS. 4.) THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 5.) WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. B) THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION AND PAY DEPOSIT (2) MARK THE LOCATION OF THE TAP. 6.) THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7.) EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 8.) THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED, 1) THE METER BOX, WITH ITS FRAME AND COVER MUST BE PROPERLY ALIGNED WITH THE COPPERSETTER; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. 9.) FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. B) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. C) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. D) FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. D) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10.) ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY, (DOUBLE CHECK VALVE OR RPZ AS REQUIRED), INSTALLED. THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. 11.) ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. RADIO REMOTE READOUTS ARE REQUIRED. ABBREVIATIONS ARCH. ARCHITECT C/L OR CL CENTERLINE C/OUT OR C/O CLEAN OUT CONC. CONCRETE CG CURB & GUTTER DIA. DIAMETER E.P. EDGE OF PAVEMENT EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED EIND SECTION F.F. FINISHED FLOOR F.H. or F/HYD FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HORIZ. HORIZONTAL INV. INVERT IRS IRON ROD) SET LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK SD SIGHT DISTANCE S.F. SQUARE FEET STR. STRUCTURE T.B. TOP OF BANK T/C TOP OF CURB T/P TOP OF GRAVEL PAVEMENT TPD TRIPS PER DAY U/G UNDERGROUND VERT. VERTICAL W/L WATERLINE X-ING CROSSING EXISTING F 7 L I - 2900 - - ---2898--- x 2876.3 INSPECTIONS DEPARTMENT NOTES: 1.) BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303 GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE (2000), AND CABO Al 17.1-98 (ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES). STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 2.) ATTENTION IS HEREBY DIRECTED TO CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THIS STRUCTURE. (SOILS, CONCRETE, ETC.) 3.) ALL REQUIRED EGRESS FROM STRUCTURE SHALL BE H.C. ACCESSIBLE TO ACCESSIBLE EXTERIOR LANDING. 4.) H.C. PARKING SHALL NOT EXCEED 2% ACROSS THE UNLOADING AREA. SPACE SHALL BE 8' MIN. WITH 8' STRIPED VAN ACCESSIBLE SPACE REQUIRED. I F(`CNIF) PROPOSED ML:?l TRIAD ENGINEERING, INC 0 N a o N ROADS $ z W ROAD CENTERLINE w 0 U U z z CURB a z Q g > •a W � 0 CURB TAPER m a z a_ z a Q • SIDEWALKS 0 w o 0 > M � o U (n U W W C) 1= D:• CONCRETE PAVEMENT 00 m >� N r7 t GRAVEL SURFACE c� o� cV o o U BUILDINGS M a� 0 0 c 00 ai N N O N - C r o FENCE -a� 4; . v -0 o 0 V (% DECIDUOUS TREE � T 0 CONIFEROUS TREE o, � v o v •� L N p � U CONIFEROUS SHRUB U PROPERTY LINE0 W STORM SEWER V Z I J• (�CO trl o 2900 INDEX CONTOUR � Z Z � z7� QwQ m4 2896 INTERMEDIATE CONTOUR > 3 z o • Q o.J:) 0 o 0_ SPOT ELEVATION W Z10 � z g o> �I� 2893.66 Wp�w� Wzz0zlQ ��a wQw Oz ug LIMITS OF CLEARING AND/OR GRADING = � � 0 �QZ(D 5zZ0_l>o w�uw = •ZI�� w Z�Li Z gUj (10 ZQ �z �o I W 3 m W0 ULo "' z �? • z ® } 3 w Q � TH op U DENNIE D. 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M1''O,/1� 5" ', I 1 -_' '`• `\ -1 aU 1 \ t // / / �� '� ' -- , --- :\ -, \`II\.//; !� i� �' 2 ' Fy--_54/ 1 �,r A11/I ff1/,r,/,:' I '' / !i r , , 1 \ \ , 1 I- r /,, /,,�-- -- %'' �''- -----_ I I1W_"I i / r (1 „ /�\„ / �p `, , , I , , 1 24. 2 1 , = i _ , ' Q� - , r lr /,., ,, , \ 1 O' I! ,;,; r j' CURRENT OWNER: ` (1 6A� r , I I r 1 I I V I , I .V ' ' ' •O ' 12.I I t ; , , I ' I ,/ I _ , ' _, ----- \ I 1I/ , / 'V / I ,/�,-, '' , i / I i M ` 1 , , \ I l / I 1 X ' 'I' 1 r i Ii'/ r �`'C ` `t i i i // I I I Irr "f/� / V', I i t r❑/ , 1 /' II I I I y I II I ` - QFti ' I I{I1r,,, ,'I� p; - I II 1 0 1 - - _ -- - _ - -- _ k or John Dlck \, I \ �� I 'I I 11 iljl%/1I+,� --~-� ,- 1%, %' ap Christian Church /, I I r I , ' , Y ' , / , , / / O I ;-_' I , / : , tiV / I I ' I\ 1 1 I I 1 f i I 1 ' I " 11 III / / /' ` \)' 1 1// ._ A g e / , ' : / i \ / /\/ i ^ 1 r I 1 ( I t\ f i i i l rI / /, a . \ Ili," / ! 9/ ''l / :,/ i 1 I i i i _ ! ti/ / 1 I i i I , I y i i I _\ I ! 11 I _/ r , J --- \ 1 ,11 /, C /. , / / , , I 1 ` I- ! i of 10 / ' O 1 ' f 1 1 I ' I y 1 i I I \\ � _ I 1/1I 1 r1/1l,�l i .' ----s"'-! \\ I II,, ICI -�- Attn: Lee Brock �'' / i i i /1 v /\ I i /, y 1 , l�\/ b \ �' I I I y , , I /4,r' i i i 1. k \I - X `, I I I, I I j ' I I / J f i' `�`\ I\ It I, i//' A. /,, \ o ! ', I I I„ ti I I I I 1 1 I , )) 1 I I\, 869-6070 667-4757 / ' / 'V , / , r , r- 1 , t , IIr / / , _ _- I \ 1. ` / I \ Y / / \I I I ;' ! , `�/O O I I }h� 1 / 1 I 1 V y 1 /py' ', II r I I I I I 1 I L 1 \ t �f f 645 Tasker Road SO I � y I 1 1 I I �' \ ;�;j �'I; �"I, 11I / (, I I i" _�-�- Stephens City, VA 22655 �, 0 I !q!�1I I, f111ji11 1 , l 1` I \ I � Shawnee Magisterial District qCF \. v I\ \\ \'`, fi Ill l t' ; III ?I I l ; 1 I\ A t��`\1 I ` \\ -� / ti o A I r I�I /,fI r/r I , 7 )q I kI \ �- _ _ g V I L L A G E A T LAKE S I D E SEC V I I FtiSA %.'/%%1;1;;;;'"'i1 NSF �0�00�8��/ ,' PIN: Parent Tract TM# 75-A-87C qcF Zs/,- �q bti LDOTDACREOAGE NUMBER: 29.511 5Parent Tract DB. 908, PG. 487 �'LTq� CURRENT ZONING: RA EXISTING USE: Agricultural/Undeveloped BUILDING SETBACK REQUIREMENTS: Front = 60' From r/w) Side & Rear = 50' From Residential/Vacant Adjoiners (12 100' From Agriculture 200' From Orchards 100 0 100 200 300 SCALE: 1 1 00' ML:Ilai) TRIAD ENGINEERING, INC. www.triaden .cam m O O I-, 'r N 11 00 N It m 0 It O O O U) I- Z tLl O W_ W U U U 0W < Z 0 .a W W g 0 0 Q io CL o H J Q Q Z Q W �j HO of : p 0 LL_ O J U Z (n W O w � W F_- W ]� j p Q m ()l Q I Q I (!) i - N r) ' t- O p n 1l) r 0 01 0 U I N PI) " O O O O 1 O N c I O II N • O (-- O C N N _0 0 U W Q C LUi. p -Y rn � 30 p V t✓ (D a) p U p V Z w D U Q �, i 0 z IQ 0- UFO LL � Zz' QZZ mIt w 4. 3in w2Q /_m �y> 3 ¢ dZ J7Q C L.L"3zg ZU0U]i0U0 3�W��wZ-UZI ,i O (- Z =�a ON LLI �UZUzw ZU_ ,gc�21Y>J L>L0) Z= UI-UwrZ:m �(0 dZ W(p00 J oo w IW Q It gU 0 Z Z Qw Q Of i � Cn W ' ,LTH OF 5er P.: p D. <. U DENNIE D. DUNLAP III �- -10 S No. 035809 h 12 s/.Y SIOIVAL �� PROFESSIONAL SEAL I) z O Q o z ry Fes-- O ::)z V O U (-) W LLJ ,-,�, _ C / Q Q W o 0 � z (n )< Drawing Number: C-3 b No.: 08-03-0173 4 �l 1 NOTES: m:11A ,�/ TRIAD ENGINEERING INC. 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF BUILDING UNLESS OTHERWISE SPECIFIED. I ,� �, wwwAriaden .com 2. PROVIDE HANDICAP ACCESSIBLE ROUTE FROM HANDICAP CG-12A TO HANDICAP PARKING STALLS. / 1 / 1 0 0 0 0 0 I �' j 111 ' N N O N 3. ACCESSIBLE PATHS OF TRAVEL INCLUDING PARKING SPACES, LOADING SPACES, DOOR 1 I _ � �� ,1 I o 0 APPROACHES, RAMPS AND CURB RAMPS, SHALL COMPLY WITH THE 1996 VIRGINIA UNIFORM 1 BUILDING CODE 1996 BOCA CHAPTER 11 AND 1992 ANSI A117.1. 1 / / I 11 �' LJLj J STATEWIDE BU � � / � � � � I _________ ti 4. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. /' / ' -- w LLJ z I I ' /' / �' O / ,' / ,, / i Ii / F — F w LL I/ Q- Q / 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES PRIOR '- ----- G .. , w " 0 G-------------- W � >V, TO CONSTRUCTION. G —z z Z Q 6. HANDICAP SIGNAGE SHALL BE PLACED AT ALL HANDICAP PARKING SPACES, PER ADA STANDARDS. `�r� ' ! 'r { 30 uTY E E ENT i /j� 17� % 1 C ,L�j� w W Z g 0 O IL 0 000 /�v F Qn ��a- o 7. CONTRACTOR SHALL PROVIDE PROPER FIRE LANE SIGNAGE AND MARKING AS SHOWN TO MEET THEOf >>- �, �, Q z 0 z t J I _— -- /�— F I Z Z O IL Z REQUIREMENTS OF THE GOVERNING FIRE MARSHAL'S OFFICE AND THE FREDERICK COUNTY CODE. 0 0 O 0 I °� 4 47 E _ - - 1 —, W �� 1� a cn a z ,, w a Q N 37, -- F_ X-�P. W W ____--- --r o o U) U- W g PLANNED FOR THIS PROPERTY. "HANDICAPPED PARKING" NS (6) "' W > 5 P__ v�i v�i w m N 8. NO BUSINESS SIGNS ARE CURRENTLY P _ W--�-------------- z a- 9. NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS SITE PLAN. _ - - — _ I I W _______________ }___. i ' I w O w w o w 3 X. PA Es I I ' EX. PHASE 1 WATER MAIN__- �Q �% D(VNG FIRE VM- I 1 1 0 0< < 0 < Q�< < 10. THERE ARE NO SIGNIFICANT ENVIRONMENTAL FEATURES LOCATED WITHIN THIS SITE. _ _ �-- // 1 i �, i ; I___--- --EX GRA`lEl / �VL/J I �� / SURFACE ° E — / I 1 i 5 X. P E ` ' - ' SPA / /% I I r N 10 d to to 4 -1 LEFT UNDISTURBED TO MAINTAIN EXISTING BUFFERS AND / GRAVEL I 1 1. EXISTING MATURE TREES ARE TO BE � � � GRA �I I X. G•V. x 2 — EX. i E - I 5 7 � / �.. I I _� E R I 3 �_� ACE EXISTING SITE IN THE DISTURBED AREAS. N _ URF � s , SCREENING. USE SIMILAR GRASSES TO THAT OF THEE _ 6 0 ---- A 62• EX—E.P. E / Iv 1 ' /L -1 i. --- - P 6 GA I I I __� I -��__�- E.P. A , KING AREAS SHALL BE LANDSCAPED ® I / 1X. � 12. ALL ISLANDS LOCATED INTERIOR TO PROPOSED PAR / o� 1 _ _ I I ' EP.� -- I � o ►� TOPSOILED AND SEEDED). ` 1 --�-- _� _ r.I ,------- i I I PROP. F.H. �� -- I i , o 0 `� L ----- W ---- 12" X 6" I i I 1 ASS'Y. /% I I N I r7 13. REFER TO FCSA NOTE #9 (SHEET C-2) FOR WATER AND SEWER SERVICE CONNECTION AREA=7000 sq ft CONC. sjw TAP BY FCSA I i U INFORMATION. FF=737.0 �' HE DETAIL i 1 �i B LLARHS (4) j I ; i 0 ol1 BF= 724. 0 -) j '� i. ®I i \` EXISTING F{ AME I i N O _II 14. THE EXISTING SANCTUARY WILL NOT CONNECT TO FCSA SEWER SERVICE AT THIS TIME. , , I I �'I W� STORAGE BU�LDING , I xr 15. EXISTING GRAVEL AREAS SHALL RECEIVE A SURFACE TREATMENT OF DOUBLE PRIME AND SEAL. , __ _ 1 I i `"j I i v v o v "NO PARKING FIRE LANE" SIGNS (2) i i i III EX. i v rn / I ASPHALT / SURFACE / / •=ME I rn ' ' ® ® 1 UI I I 1 I 0 v C •. I Q I 1 1 Q N C N <n II I I 3 0 n , PULPIT _ww..i— • I I I Q r I I I II j p ' 6, PHASE 1 _Uj EXISTINGLOG& FRAME SANCTUARY • FF=735.72 \ I II v i I I BF=721.60 \ 11 3 I Z -----" �PD TL l l PROVIDE 92 4 SEWER i I I r 1, U LATERAL AT 2.00q i ; I I I � ,� ILU I � I EX. ASPHALT \�c I _ SURFACIEn �� 11 z I Q (� co ® I PROPOSED i i i�l i 2" METER , Z z I ? I , , I �� s I — �W W2Faz PLAYGROUND ; '' (TAP BY (FCSA) z F Q w Q m I ICI EX. E.P. ' „ AREA I � m I III --�� — � '3za .ao-'o'o� ' l 20 LF - 4 PVC I x 1 t�'I '' I I I Q N o 4x2 TAP Ic�l I I �3�g X z� � � / SDR 21 SAN. SEW. ® 2.00% i ' N'i �7 a I I I W m o (� > Z 0 BY F. C. S.A. I I I I� r , I Z Z Z Q 0 0 (W/ CAP & POST) i i i1 I �i \ i �, I Q / W �0az WZWUZI ,l 1 DUPLEX ENVIRONMENT ; _�I I �\ ,� II Z = as G J 0 W'' r ONE (GP 2012) D 111 �-+ `� / / l l GRINDER PUMP i Z' c, i ' i i I � r—� ; m Q U¢ �.a o IF i II / / I V v~2Q_ •zZv>c cM I W �, I�_ rn z W t0 I o I� W 3 a ° oo I° I / I EX GRA I ARK I % l �• 1 4 ' ! �p / I - V z z / , I I , / Ln Q w X I --- j a N I/ I i 0 I � , , D ✓ / I to I I a I I / / �i I �` I D I I V) N , I (n / / 1 I O I D I I II I ,1,TH p _- -it II I UDENNIE•D03580 P ffl9 30.--t-,-�-10.00'---� I � r I '�j� 6 �z s �0 NAL ice; EX. SEWER FORCE MNN I I PROFESSIONAL SEAL DISTRIBRON LINE I I / / I FBI I / / / I LO I 1 I ' I' / Q 0 r r I i l i / � > o (D I; I , O/ `SJ 1 I I z � / r r / 0 uo �I O 0. U c) r r / w Y W TRIP GENERATED // II c �— TRAFFIC VOLUME // Q w PEAK TRAFFIC ON SUNDAY i i `' ,l^�, Q Li CURRENT SEATS: 250 r vJ I / ° �O CURRENT TRIPS: 383 PEAK /Od PROPOSED SEATS: 450 / PROPOSED TRIPS: 689 PEAK i ,' LIMIT ��►""® // 0� ' CURRENT TRIPS ON TASKER: 11,000 r I FLpOD L ♦ C� �, 100 YEARRomans**** / r I ��®®r��l11l11lI[1�e1�e1A1l111t!®��11lAJ.�IA PARKING r � �► ,- _- rlr ♦`.*♦♦ �/� � Drawing DO REQUIRED PROVIDED STANDARD 150 150 40 0 4o so ,so r/ `e' I I I I I I I I I I ♦♦♦ // / i' Number: (1 PER 3 SEATS) ,' ; ♦�'® I I I I I I I I I I ♦+►♦ / / ,' ' LOADING HANDP 7 -�40' 0 0 SCALE: / , ♦♦♦ I I I I I I I I I I �♦ / TOTAL 156 156 ; ; ♦► I I ► I I I I I I I / / ♦♦'�*�� , /// �®'� IIIIIIIIII ♦ I � � Job No.: 08-03-0173 2/ I OS1ON COAT�OZ /1 /O TL_S: 1. THE CONTRACTOR SHALL ARRANGE FOR A PRE—00N577RUC/70N CONFERENCE W71-1 THE APPROPR/A TE EROS/ON AND SED/MENT CONTROL D/RECTOR 49 HOURS PR/OR TO BEGINNING W01'?A TEMPORARY SEEDING PLANTING DATES: SPECIES SEPT. 1 — FEB. 15 2. ALL EROS/ON CONTROL DE!//CES AS SHOGYN OR AS REQUIRED ARE TO BE CONSTRUCTED TO STANDAfi'DS AND SPEC/F/CA770NS OF l//RG/N/A EROS/ON AND SED/MENT CONTROL HANDBOOK FEB. 16 — APR. 30 (LATEST ED/T/ONE AND ARE TO BE /N PLACE PR/OR TO ALL CONSTRUCT/ON J THIS PLAN /S NOT C01W10ZE7Z- WTHOUT THE APPROVED NARRA T/I/E. MAY 1 — AUG. 31 4. ER0510N AND SED/MENT CONTROL MEASURES SHALL BE MAINTAINED CONT/NUOUSL Y, REL OCATED NVEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REIGULARL Y AND SHALL BE GYATERED, FERTILIZED, RESEEDED AND 1WUL CHEO AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5 ALL DISTURBED AREA5 NOT PAVZ29 OR BU/L T UPON ARE TO BE FERT/L/ZED, SEEDED, AND MULCHED BY THE CONTRACTOR /N ACCORDANCE GY/TH THE VIRGINIA ER0510N AND SED/MENT CONTROL REGULATIONS. (LATEST EDIT/ON) 6. GYHEN THE CRUSHED STONE CONSTRUCT/ON ENTRANCE HAS BEEN COVERED W711 SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCT/ON TRAFFIC, /T SHALL BE REPLACED 1411711 A DEPTH OF STONE EQUAL TO THAT OF OR/G/NAL APPLICATION. 7. ALL GRAIN INLETS SHALL BE PROTECTED FROM S/L TAT/ON. /NEFFECT/I/E PROTECT/ON 5rWCES SHALL BE /MMEO/ATEL Y REPLACED AND THE INLET CLEANED. FL USH/NG /S NOT AN ACCEPTABLE METHOD OF CLEAN/NG. 9 GRADE AREAS ADJACENT TO 9UILD1NO TO ACH/EVE DRAINAGE AGYA Y FROM THE STRUCTURE AND TO PREVENT POND/NO /N 5WALES. 9. PERMANENT OR TEMPORARY SOIL STAB✓L/ZAT/ON SHALL BE APPL/ED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER F/NAL GRADE /S REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STAB/L/ZA T/ON SHALL BE APPL/ED 1111THIN SEVEN DA YS TO DENUDED AREAS THA T MA Y NOT BE A T F/NAL GRADE BUT ALL REMAIN 9019YANT (UNO/STURBEDJ FOR LONGER THAN 50 DA YS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THA T ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. OUR/NG CONSTRUCTION OF THE PROJECT, SOIL STOCKR/LES SHALL BE STAB/LIZED OR PROTECTED W1711 SED/MENT TRAPPING MEASURES. 11. SED/MENT BASINS AND TRAPS, PER/METER DIKES, SED/MENT BARB/ERS AND OTHER MEASURES /NTEII/DED TO TRAP SED/MENT SHALL BE CONSTRUCTED A5 A FIRST STEP IN ANY LANO— D/STl/RB/NG ACT1V/TY AND SHALL BE MADE FUNCTIONAL BEFORE UPSL OPE LAND DISTURBANCE TAKES PLACE. 12. STAB/L/ZA T/ON MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS /MMED/ATEL Y AFTER IN5TALLA T/ON. 1..3. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE GY/TH THE FOLLOGYING STANDARDS IN ADDIT/ON TO OTHER APPL/CABLE CR/TERIA.- A. NO MORE THAN 500 L/NEAR FEET OF TRENCH IVAY BE OPENED AT ONE T/ME. B. EXCAVATED MATER/AL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFL UENT FROM DEWATER/NG OPERATIONS SHALL BE F/L TEREO OR PASSED THROUGH AN APPROVED SED/MENT TRAPPING z9l ICE, OR BOTH, AND DISCHARGED /N A MANNER THAT DOES NOT ADVERSEL Y AFFECT FL OGY/NC STREAMS OR OFF —SITE PROPERTY. D. MATER/AL USED FOR BACK F/LL/NO TRENCHES SHALL BE PROPERL Y COMPACTED IN ORDER TO M/NIM/ZE EROSION AND PROMOTE STAB/LIZAT/ON E. RESTAB/L/ZAT/ON SHALL BE ACCOMPANIED /N ACCORDANCE GY/TH THESE REGULATIONS. F. APPL/CABLE SAFETY REGULATIONS SHALL BE COMRL/EO G11711 14 GYHERE CONSTRUCT/ON VEHICLE ACCESS ROUTES INTERSECT PA VED PUBL/C ROADS, PROV/S/ONS SHALL BE iL1ADE TO M/N/M/ZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACK/NG ONTO THE PA VED SURFACE. W1ERE SED/MENT /S TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED T 101'?0UGHL Y A T THE END OF EACH DA Y SED/MENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR 5AEEP11VG AND TRANSPORTED 70 A SED/MENT CONTROL DISPOSAL AREA. STREET GYASH/NG SHALL BE ALL OGYED ONL Y AFTER SED/MENT /S REMOVED IN THIS MANNER. 15. ALL TEMPORARY ERGS/ON AND SED/MENT CONTROL MEASURES SHALL BE REMOVED 1111THIN 30 DAYS AFTER F/NAL S/TE STAB/L/ZAT/ON OR AFTER THE TEMRORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERGY/SE AUTHOR/ZED BY THE LOCAL PROGRAM AD1VIN157RA701'F TRAPPED SED/MENT AND THE DISTURBED 501Z AREAS RESUL 71NO FROM THE D/SPOS/T/ON OF TEMPORARY MEASURES SHALL BE PERMANENTL Y STAB/L/ZED TO PREI/ENT FURTHER ERGS/ON AND SED/MENTA T/ON. 16. ALL O/STUBBED AREAS NOT PA WED OR BU/L T UPON SHALL BE TOP SEEDED, MULCHED AND FERT/L/ZED. PERFORM PERMANENT TOP SO/LING, SEED/NG, LANDSCAPING, FERT/L/Z/NG AND MULCH/NG AS SOON AFTER FIN/SH GRAD/NO AS POSSIBLE. SEED1NO SHALL COMPL Y NTH THE FOLL 0WINO - A. TOPSOIL — 4 INCH M/N/MUM FOR PERMANENT TURF B. FERT/L/ZER — 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANAL YS/S. GYORK INTO SOIL PR/OR TO SEED/NG. C L/ME (PERMANENT SEED/NG) — AGR/CUL TURAL L/ME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PR/OR TO SEED/NG. 41UL CH — CHOPPED 57RAW AT RATE OF 2 TONE PER ACRE AND TACKED /N PLACE. HYDRO—MUL CH A T RA TE OF JO BALES PER ACRE. ANNUAL RYEGRASS (LOLIUM MULTI—FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) ANNUAL RYEGRASS (LULIUM MULTI—FLORUM) GERMAN MILLET (SETARIA ITALICA) PERMANENT SEEDING RATE IN LBS. PER ACRE 50 —100 lbs. / acre 50% 50% MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) KENTUCKY 31 OR TURF —TYPE TALL FESCUE IMPROVED PERENNIAL RYEGRASS KENTUCKY BLUEGRASS HIGH —MAINTENANCE LAWN MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP** GENERAL SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP** CROWNVETCH**** 60 — 100lbs. / acre 100% 50lbs. / acre 100% 200-250 lbs. / acre 90-100% 0-10% 0-10% 125 lbs. / acre 150 lbs. / acre 85% 3% 12% 150 lbs. / acre 70% 3% 13% 14% END -SECTION 12"- 60" PIPE Hub end on outlet end-eeelbm Spigot end on Wd end-.ecllone X PLAN r:nwrewwnl A I—D—�� SECTION X-X ALTERNATE END -SECTION 12'- 60' PIPE ES-1 Hub wd on outld end-Nctlona Spigot end on Ink end-eeetb" x X X E E Concrete to be 4000 PSI Min. Concrete to be 4000 PSI Min. PLAN END -SECTION DIMENSIONS A B C D E 4' 2'-0' 2'-0' 4'-0' 2'-0' 6' 2'-3" 1'-9" 4'-0' 2'-6" R24' 9' 2'-3" t'-9' 4'-0' 3'-0' 9 1/2 ' 3'-7' 2'-6" 6'-1.4'-0' 1'-0' 4'-6"6-1 3/4 V-3' 5'-3" 2'-10 3/4 8'-1 3/4 ' 6'-0' 42" 1'-9' 5'-3" 2'-11" 8'-2' 6'-6' 48' 2'-0' 6'-0' 2'-2" 8'-2 7'-0' 54" 2'-3' 5'-5' 2'-9 1 4 ' 8'-2 1 4 7'-6" 60" 2'-11' 5'-0' I 3'-3' �- C --�— B 1 I D I� —E---� SECTION X-X END VIEW da1GP.�r11rItl;.9:.:II:�i t rT• ��tlt�t�t�' ®isri®E1ari�� 00i�iE'6i G�i�� ©®f��f�61QDai��E�i �•�i�i�i��'SiiaSi �'1� �� EilC�■ �'>a t•'�Si c—}--s NOTE I" WNft shorn on plons are based on End -Scotian design shorn on left 0 the cordractor dects to use the ottemslam on design slon or t the right. WqM will be reduced b1 the difference in dinensiar'D'. SLOPE DETAIL FLARED END —SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT o, TRANSPORTATION ML:11A TRIAD ENGINEERING, INC www.triodena.com y S Z w OU W U U Z Z W a z a C o a �CLIx W C m 0 a I- Q Q Z Lill t- Of O0 0 U > 0 U W w W � a c(i1 "INN111111 c� o � to 0 1 U 04 O O of CV C 0l0 O 1 N O CV — O 6 C a� 0 0 U (n ** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. IF FLATPEA IS USED, INCREASE TO 30 lbs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. 3 o Y **** WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW —MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 — 20lbs. / acre IN MIXES. o 0 OUTLET PROTECTION DIMENSIONS OUTFALL FROM Do DISCHARGE D50 La W STIR. BASIN 15" 3.80 CFS 6" 8' 1 10' CHANNEL INSTALLATION C:\ENG\CHANNEL.DWG NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED CRITICAL POINTS IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. B. PROJECTED WATER LINE REFER TO GENERAL STAPLE PATTERN GUIDE FOR C. CHANNEL BOTTOM/SIDE CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. SLOPE VERTICES 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF' STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6' DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED (2" FOR C350 MATTING). 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT NTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. Ll BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NORTH 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711 A M E R I C A N USA 1-800-772-2040 CANADA 1-800-448-2040 GREEN • V ZUj W U ^� > V R'�' 0 U�� O� Z awz m� —Ny�W W2PaZ� L.L>�a aZJ0N0� -5 <ZZQ Z<ONOvnn�O W D0'r} ()CO�ZV� 0 Q W�6aMi WQWV5I �� z 0, .Z- Z i �o J.JON �m� >0 2w 5zUVJ>O OZ Z= UUW �z gWU 10 �_j a00 Wo W OW0 U4 LO ZO Z Q W Q D rn 0LTH pF� UDENNIE D. DUNLAP III No. 035809 �SIpNAL S�� PROFESSIONAL SEAL U) Q W _ Q > 0 c 0 z Z = O Q U u L.L V) a Q LJ W CD C 0 Q Q LL_ U N W Drawing Number: c11111111111111111111116 Job No.: 08-03-0173 3" dia. schedule 40 steel pipe filled with concrete and painted yellow 18" dia. concrete encasement % �j (2) COATS 4" WIDE PAINT STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. HANDICAP USE SIGNS 3' �3' z�117 z�� z� D K a HANDICAPPED PARKING STALLS NOT TO SCALE DOUBLE PRIME COAT AND SEAL 8" VDOT 21-B STONE SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. TYPICAL COAT & SEAL PAVEMENT DETAIL FOR INTERIOR ROADS & PARKING AREAS NOT TO SCALE BOLLARD DETAIL direction of setting to be approved prior to installation concrete pad V-6" sq. x 6" deep </ screw type adjustable valve box locator marker mechanical joint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY Figure 9 I-AN05CA10/N67 AREA 0/'? ENTRANCE PA770 CONCRETE S/DEWALK (2" 500 /a. s i 4 " DEPTH) \ 25 PER 7 ' 1.5" 2" SL OPE NARY-5 IN D/RECT/ON AND PERCENTAGE. REFER TO GRAD/NG PLAN PROPOSED � PAVEMENT SUBGRADE 4 " 1i001- #57 ACC BASE S/DE-lIAZ /f DETAIZ NOT TO SCALE VBHH77-15BHC-11-77 2" custom setter (meter by FCSA) cast in place access standard flat top door, centered in for 4' diameter top (see note 1) manhole varies 2' max. at property line finished (see note 2) grade skid pad roadway box c E 3' riser section for 4' 2" CTS polyethylene diameter manhole tubing (PET) 200 psi a with cutouts w/ SS inserts at all connections saddle with // 2" min. //' corporation stop water main solid support blocks under custom setter ball valve curb stop with PJ 6" stone bedding C14-44 w/ SS inserts (CTS) both ends [644-777 w/ SS inserts];, with 2" gate and MIP plastic plug valve operating nut NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area -model no. S1 R3030 b) in traffic area -model no. Hi R2424 ' 2. Water service crossing street: 8" a) Encased in 6" diameter SCH40 or SDR21 pipe. The piping shall run from one foot beyond sidewalk across street, to one foot beyond sidewalk. b)lnstall 12 guage insulated copper wire (for line tracing) CUTOUT DETAIL from Corp stop to into the meter box [wrap wire around (typical) Corp, stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve). 1 1/2" and 2" METER INSTALLATION Figure 6 Revised Oct 03 POWER/ALARM CABLE 12-6 W/GND. ELECTRICAL QUICK DISCONNECT (EQD) FIELD JOINT REQUIRED FOR MODELS TALLER THAN 2012-93. QUICK DISCONNECT ASSY. (304 5.5.) SS CASs BALL VALVE DISCHARGE 1 1/4' FNPT 1 1/4' DISCHARGE LINE (304 S.S.) 44 it CHECK VALVE 1105 Minn (GLASS FILLED 7NORYL)::ANTI-SIPHON VAL (GLASS FILLED NORYL) HDPE TANK 0 39 in--- 1/2' NOMINAL WALL THICKNESS 984 mm 150 GALLON CAPACITY SEMI -POSITIVE DISPLACEMENT TYPE PUMP D!RECTLY DRIVEN BY A 1 HP MOTOR CAPABLE OF DELIVERING 9 spm AT 135' T.D.H. (34 Ipm AT 42m T.R.H.) NOTE: A CONCRETE ANCHOR 15 REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR engineered low-pressure systems: repealing the law of gravity. Grinder Pump Performance Characteristics 200 85 1 190 80 * 180 75 170 CONSULT FACTORY FOR INTERMITTENT 70 USE ABOVE 60 psi 160 OR 13a FEETTDH fi5 150 Iz 60 140 Q LOW PRESSURE SYSTEM DESIGN PRESSURE 55 130 0 0 120 w Q 50 110 n I1J U 45 w Q 100 = U_ 0 40 90 dz� J p 35 } 80 a TYPICAL OPERATING 70 O PRESSURE 30 60 25 50 20 40 15 30 10 20 5 10 0 0 0 2 4 6 8 10 12 11 16 DISCHARGE (0), GPM 2012 WATER TIGHT LID, FRP STRAIN RELIEF CORD / CONNECTOR DUAL WALL, CORRUGATED HOPE ACCESSWAY CORE CONTROL COMPARTMENT BREATHER INT=RNAL WELL VENT 2.0' DIAMETER INLET, GROki TO ACCEPT 4.SC' O.D. PVC PIPE (STANDARD)- SUPPLIED DUST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR BURIAL) ALARM 1 38 in 974 rrm }29 in ON 737 mm OFF 116 sal 439 L 21 In 17 i t 534 mm 432 mm 84 gal 66 9318 Lgo'I 1 250 L U L NSF cip SGS CAH 01/25/99 1 F 1/16 OR BY CHK'C I DATE I ISSUE SCALE SEWER SYSTEMS MODEL 2012, DETAIL SHEET PA 0909 P01 Gravity sewers are no longer the rule for solving waste water problems_ With huge savings in front-end costs, and a much gentler footprint on the environment, gravity -independent Environmen', Ore ow pressure sewer systems are revolu- tionizing the field. At the heart of the system is the E/One progressing cavity grinder pump - with high heads that eliminate costly lift stations. and a robust, powerful design that translates into the industry's highest levels of reliability, availability and maintainability. nobody can touch our curve. In a low pressure system, constant, predictable pump output is the foundation for proper hydraulic design. It enables the engineer to minimize retention time, pump wear, and keep scounng action at effective levels. Environment One's semi -positive displacement, progress- ing cavity pump has a nearly vertical H-O curve. It is by far the most "orgiving' pump design - providing predictable flow over the full range of typical system pressures; strengths critical in a large-scale. low pressure sewer. F_;One's superior high head tmpability allows a system with few, if any, 141 stations. And, it easily accommodates add ticnal future connections without compromising system performance. These E/One pump characteristics translate into: • predictable hydraulic design • lower collectior system capital costs 41 less maintenance • lower operating costs �L:11 TRIAD ENGINEERING. INC. www.triodenq.com i 0 p O I (D (D O O I I N U 00 O O O � C O C N II a) c V) U 41 � N N 4 OL O 0 U 11 cn o � o -C p0 U • V Z W U > UQ� �� Z u v Q W Q m 4 ZM ;3Q (LZJ�O1 �Zao •4ODUNd ZU W �0 g CW -ZOtY� a W EE a W < LU ZQ�� 0J .z _ o J • J O_ »QHpQ w(IWQ UZUjJ�0 w��= 'ZIP> Z a'rn = UHUWr 3m aWZ Ito J W W a �00 I't � Z� Z o }� w Q D IY N� to yTH oF� R. UDENNIE D. DUNLAP III > No. 035809 c�AS�ov 1 SIGNAL PROFESSIONAL SEAL N Q W U 0 = Z U o O n Y U U Lv D CD c) 0:. Li / ) Z O U Drawing Number: Ci1111111111111111111111111111117 b No.: 08-03-0173 3 U/G FUTURE TRANSFORMER PAD LOCATION / / / GRAVEL ACCESS ROAD , 1 � , r r , / / i / r / O TRANSFORMER PAD Mfg U/G ELEC.7— 7MI �.0M NEW BUILDING TAINING-\ WALL 4" PVC SAN. SEW. 2" W/L 2" W.M. F/H ASSEMBLY (TO BE RELOCATED) GRINDER PUMP RELOCATED F/H ASSEMBLY 1 , 1 , 1 , F --- -- 1 1 i i F 1 �• 1 30' UTILITY EASEMENT 1----------- F' 1 I ---------- —_ F W I W ___--------- -- I X. PHASE 1 WATER MAIN ---- ---------- I ' C. I i 12 U/G TELE. 11 apjl GAS EXISTING BUILDING l I , ' 1 I , I , 1 ' I I � 1 / 1 , I / � I / / I 1 / , I / I / / 7 I 1 / I / / O. 1.5" W/L EX• SEWER FORCE MAIN DISTRIBUTION UNE F 1 1 F W I � I , ' p(ISTING FlRE NYD• 1 ' I 11 I I I 1 POWER POLE I � (TO BE SET) I ', 1 1 I , 1 , 1 I , I I I I , 1 I � I I I I I I � I 1 I , 1 I I I I I I I I I X I I I , I I I I 1 I I I I I I I I I I / / 1 1 ' I X \ 1 ' I ' 1 I 1 I I 1 I 1 I I 1 I 1 I I 1 I 1 I I \ I \ 1 I 1 I 1 I 1 1 I � 1 I I 1 \� 1 I � 1 � 1 I I � II V II II II I II II II II II II II I II I I I I II II II NOTES: 1. UTILITY LOCATIONS AS SHOWN WERE OBTAINED FROM FIELD SURVEY MEASUREMENTS AND CONTRACTOR AS —BUILT DRAWINGS. 2. PARKING AND PAVEMENT STRIPING AS DEPICTED HEREON BASED ON FIELD OBSERVATIONS. 30 0 30 SCALE: 1 --30' �L:ql TRIAD ENGINEERING, INC. U n 0 o o 04 J I M O 00 O c m (DOID U)o 0 ►� =n wQ v 01 c .0 ° v O 0 U (n 3 13 o v Q N C � p o Q C N Q Y U a) AZ U U Z W D U w F > toz IQ 1h UHF �- Hs QwZ mq Z ��rn w2�aZM •QZ-J�00 Ld��3g ZU0�0�� O Q W N�a WZWUZI � 3 O J • Z - Z��j = & o J• J O e46 Mw >UV1 p<0 Wa U?0J>0 ' V 22�55�= ZZ=�>_-� ZWE� QU�U1ilr WZ w`0 W3Q .00 W6 ZU' ' ZN W Q > PROFESSIONAL SEAL Q z U > a Z = O v C J w U D < W M 0 LLI C I Q w rY N li Q Drawing eo 00 Number: AS-1 Job No.: 08-03-0173