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HomeMy WebLinkAbout41-02 Rock Harbor Golf Course - Back Creek - BackfileROCK HARBOR GOLF COURSE PROPOSED CLUBHOUSE AND SITE IMPROVEMENTS ROCK HARBOR DRIVE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PROJECT: ROCK HARBOR GOLF COURSE PROPOSED CLUBHOUSE & SITE IMPROVEMENTS ROCK HARBOR DRIVE COUNTY OF FREDERICK, VIRGINIA OWNER/ STUART M. PERRY, INC. DEVELOPER: 117 LIMESTONE LANE WINCHESTER, VIRGINIA 22602 (540) 662-3431 Contact: MR. DENNY PERRY SURVEYOR: MARSH & LEGGE LAND SURVEYORS, P.L.C. 560 NORTH LOUDOUN STREET WINCHESTER, VIRGINIA 22601 (540) 667-0468 Contact: MR. SCOT MARSH APPLICANT/ PAINTER - LEWIS, P.L.C. ENGINEER: 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 53-((A))-88 SITE AREA: 235.1008 Acres ZONING: RURAL AREAS ZONING DISTRICT RA, RURAL AREAS DISTRICT PROPOSED USE: GOLF COURSE COMPLEX (A CONDITIONAL USE PERMIT HAS BEEN OBTAINED FOR THE COMMERCIAL OUTDOOR RECREATIONAL USE) CURRENT USE: AGRICULTURAL (ORCHARD) ZONING REQUIREMENTS: PROPOSED USE: GOLF COURSE COMPLEX (CONDITIONAL USE) SETBACKS: YARD: REQUIRED: PROVIDED: FRONT: 60 Ft. 451.44 Ft. REAR: RESIDENTIAL: 50 Ft. 328.07 Ft. AGRICULTURAL: 100 Ft. N/A ORCHARD: 200 Ft. N/A SIDE: RESIDENTIAL: 50 Ft. 192.97 Ft. AGRICULTURAL: 100 Ft. N/A ORCHARD: 200 Ft. N/A BUILDING HEIGHT: PRINCIPAL: 35 Ft. (Max.) DENSITY: OPEN SPACE: NO REQUIREMENT PARKING REQUIREMENT: GOLF COURSE: 6 SPACES PER HOLE PARKING REQUIRED: PHASE I: 18 HOLE GOLF COURSE 6 SPACES X 18 HOLES = 108 SPACES 5 HDCP SPACES WHICH INCLUDES ONE VAN -ACCESSIBLE SPACE PHASE II: 9 ADDITIONAL HOLES 6 SPACES x 9 HOLES = 54 SPACES TOTAL: = 162 SPACES 7 HDCP SPACES WHICH INCLUDES ONE VAN -ACCESSIBLE SPACE TOTAL DEVELOPMENT: TOTAL REQUIRED: 162 SPACES LANDSCAPING AND SCREENING: RA DISTRICTS: NO ZONING BUFFERS LANDSCAPING: NONE REQUIRED PROPOSED DEVELOPMENT: CLUBHOUSE ADDITIONS & SITE IMPROVEMENTS PHASE I: BUILDING: 6,495.50 Sq. Ft. PHASE II: BUILDING: 7,025.00 Sq. Ft. PARKING: PHASE I: 118 SPACES PROVIDED (INCLUDES 5 HDCP SPACES INCLUDING SIX (3) VAN - ACCESSIBLE SPACES) PHASE II: 55 SPACES PROVIDED TOTAL: 173 SPACES PROVIDED (INCLUDES 9 HDCP SPACES INCLUDING SIX (5) VAN - ACCESSIBLE SPACES) PARCEL DEVELOPMENT: 235.1008 Acres DISTURBED AREA: 10.0 Acres REQUIRED OPEN SPACE: NONE PARCEL COVERAGE: EXISTING DEVELOPMENT & PROPOSED ADDITIONS CLUBHOUSE & IMPROVEMENTS: (TOTAL DEVELOPMENT) BUILDINGS: 19,730 Sq. Ft. PAVED AREAS: 187,529 Sq. Ft. CART PATHS: 3,514 Sq. Ft. WALKWAYS: 818 Sq. Ft. TOTAL AREA: 211,591 Sq. Ft. TOTAL IMPERVIOUS AREA: 2111591 Sq. Ft. (4.8575 Ac.) OPEN SPACE: PROVIDED: 230.2433 Acres (97.9%) -Open Space is considered to be all lawn, Recreational areas, and slope areas. LANDSCAPING: NONE REQUIRED BUFFERS: NONE REQUIRED ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING LIGHTS SHOWN AND THE PROPOSED BUILDING -MOUNTED LIGHTS, ONLY. NO POLE LIGHTS ARE PROPOSED FOR THIS DEVELOPMENT. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. , 4. NO OUTDOOR STORAGE FACILITIES HAVE BEEN PLANNED AS PART OF THE DEVELOPMENT OF THIS SITE. 5. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAI, FEATURE. 6. THE PROPOSED GOLF COURSE AND ASSOCIATED RECREATIONAL FACILITIES WITH THIS DEVELOPMENT SHALL BE OWNED, OPERATED, AND MANAGED BY THE OWNER. 7. THE CURRENT CONDITIONAL USE PERMITS ALLOWS FOR AN EIGHTEEN (18) HOLE GOLF COURSE, A PRO SHOP AND A SNACK BAR. THESE USES ARE DESIGNATE AS PHASE I OF THE DEVELOPMENT. ANY ADDITIONAL IMPROVEMENTS AND ALL OF THE PROPOSED IMPROVEMENTS FOR PHASE II SHALL NOT BE CONSTRUCTED UNTIL A NEW CONDITIONAL USE PERMIT IS APPLIED FOR AND GRANTED BY THE PLANNING COMMISSION AND THE BOARD OF SUPERVISORS. STUART M. PERRY. ROCK HAM]m1#]M[GT#mPFrT n I S E BACK CREEK MAOISTERIAL DISTRICT COUNTYOF FrREDERICK. VnIG._k INIA COUNTY OF FREDERICK INDEX TO CITY/COUNTY LOCATION TM 52-A-313B USE:SINGLE FAMILY RESIDENTIAL / ZONE:RA / TM 52 —A-13 USE:SINGLE FAMILY RESIDENTIAL ZONE:RA All TM 52-18-5 USE:SINGLE FAMILY RESIDENTIAL ZONE:RA TM 52—A-313A USE:AGRICULTURAL ZONE:RA WiNLTH O; c, TIM PAINTER t . ism wLo 3 d5'03 �C I M 52-A-Z5bl USE:COMMER tAL & INDUST, AL FM 52—A— E:AGRI000 ZONE:RA pI' a — ._._._._._. _._._ "'-ROUTE 37..._._, ._.— —.. _ ...r 1" = 400' P A I N T E nmo -L EWI� 51 302 SC)U l F-�=FAL�C: CJK ;� 1 1DEE._i.. 5U1 1 E 2©0 WINCHFTER, UIF'CMA 2261 (540) 5L 4 VICINITY MAP 1 " = 1000' v O O O S rn 00 0 (AT '' TM 52—A-254B USE:VACANT ZONE:RA 'M 52—A-254 E:SINGLE FAMILY RESIDENTIAL ZONE:RA �J r� TM 53-A-86 USE:SINGLE FAMILY RESIDENTIAL ZONE:RA TM 53—A-86A USE:SINGLE FAMILY RESIDENTIAL ZONE:RA RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX, EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED.. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL, TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE V.I.F. VERIFY IN FIELD XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE THE GUTTER PER0FOOT.. TRANSITION' OVER LENGTH STUART M. ROCK HARBOR PERRY, INC. GOLF COURSE LIST OF DRAWINGS SHT. 1 / 11: COVER SHEET & ZONING NOTES SHT. 2/11: GENERAL NOTES and CONSTRUCTION NOTES SHT. 3/ 11: OVERALL LAYOUT PLAN SHT. 4/11: SITE LAYOUT PLAN (ENTRANCE) J SHT. 5/11: SITE LAYOUT PLAN and LANDSCAPING PLAN U SHT. S/11: SITE GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 7/ 11: SEWAGE DISPOSAL PLAN & PROFILE SHT. 8/ 11: 750 GALLON PUMP STATION SHT. 9/ 11: 2000 GALLON PUMP STATION SHT. 10/ 11: LOW PRESSURE SYSTEM DETAILS SHT. 11 / 11: STORM SEWER PROFILES and MISCELLANEOUS DETAILS APPROVED BY THE ZONING ADMISTRATOR FREDEMCK COUNTY, VIRGINIA LaU_ a .3 Os 10 ZONING ADMINOMTOR DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL SHEET: 1 /11 �o FILE NO.: 0002007 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF.ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF. THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY AIR SURVEYS, INC. TO THE APPROPRIATE TOLERANCE CRITERIA. SUPPLEMENTAL TOPOGRAPHIC INFORMATION WAS PERFORMED BY MARSH AND LEGGE, LAND SURVEYORS, P.L.C. ALL TOPOGRAPHIC INFORMATION HAS BASED ON U.S.C. It G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL -WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE MERRIMANS LANE R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL. EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 lb/Ac. 65% KENTUCKY BLUEGRASS 40 lb/Ac. 20% PERENNIAL RYEGRASS 30 lb/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL. OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA INDICATED OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING AND USE. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95%'OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK, WINCHESTER ENVIRONMENTAL DEPARTMENT OF HEALTH. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE DEPARTMENT OF HEALTH. 3. THE PROPOSED SEWER SERVICE SHALL BE COORDINATED WITH THE DEPARTMENT OF HEALTH AND AN APPLICATION BE MADE WITH THE DEPARTMENT AND ALL APPLICABLE FEES PAID AT THE TIME OF APPLICATION. 4. THE PROPOSED SEWER SERVICES SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08%. 5. THE EXISTING WATER SERVICES ARE SERVED BY A PRIVATE WELL AND SHALL BE MAINTAINED AND SHALL REMAIN IN SERVICE DURING THE CONSTRUCTION PROCESS. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED CURBING, STORM SEWER PIPING, AND PROPOSED AND EXISTING DRAINAGE DITCHES, AS DETAILED ON THE PLANS. THE RUNOFF WILL DRAIN INTO THE EXISTING AND PROPOSED STORM SEWER DRAINAGE DITCHES TO BE CONSTRUCTED AS PART OF THE DEVELOPMENT OF THIS PROJECT. THIS DEVELOPMENT OF THI SITE DOES NOT IMPACT THE TRIBUTARY SITE DRAINAGE AND IS NOT PART OF THE 00 YEAR FLOOD PLAIN. THEREFORE, ALL FINISHED FLOOR ELEVATIONS WILL BE CONSTRU TED WELL ABOVE THE 100 YEAR FLOOD LEVEL. 2. ALL SURFACE WATER SHALL BE CO VEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CONVEYANCE CHANNELS CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL DIS HARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDING PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS AND BUILDING CODE NOTES: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTIONS 311 STORAGE AND 303 ASSEMBLY OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. ANOTHER CODE THAT APPLIES IS C.A.B.O. A117.1-92, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. THE RELOCATED SHED STRUCTURE SHALL COMPLY WITH SECTION 312, USE GROUP U (UTILITY) OF THE B.O.C.A. BUILDING CODE. 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4•' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS USE IS SUBJECT TO SECTION 1110.2.2 EXCEPTION #1 (ADA 20% RULE FOR RENOVATIONS) OF THE B.O.C.A NATIONAL BUILDING CODE AND SECTION 110.1.3 OF THE V.U.S.B.C. FOR ASBESTOS INSPECTION REQUIREMENTS. 5. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 6. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. LANDSCAPE NOTES FOR FUTURE LANDSCAPING: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE RA ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND'A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT.EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x211x7211. 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE .ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 7_7 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION Z (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, p THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS '= AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS a APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF U THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. Uj V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC FW CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & Q BRIDGE SPECIFICATIONS, SECTION 104.04-C. p V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE z SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VD07 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. V 0 o V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY Z OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY Vi UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. O V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING a ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT O J PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE m VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. H FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY = THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. W H C� Qe Z V a v�cyc� a�J> w CL ® V �=WV La W cj IQ V U La Cc C� Lai" W cc 0 CL 1' r1 • O� �O In 0 N -N N O L. -W (/) o c U s.. O 'O D ►- L N ID N _c S �U O c w� N O M N � 0) O 1- I` N I I N N (O CO ^ O O't 't to O c O c Q. _O x O 0 F- D- yTH Opp n$ t a� P No-1 8260 oa t l®Z � . G �`pSIONAL JUKVLT: U.I.: Marsh & Legge N/A Land Surveyors DRAWN: JOB NO. TGP 0002007 SCALE: DATE: As Shown 09/11/02 SHEET: 2/11 { 6 PROPOSED -ENTRANCE ?r" USERNGlc F-A 5 RESIDENTIA MILY ZONE:RA .,NJ/ USE. 52 SINGLE F 1313 RESIDENTIAL MILY ZONE: RA Ir 0 sy C ,fig USE SITM N 2-A-1 RESIDENTIALSLEFAMILY ZON ( PROPOS ACCESS ROAD �4 --------------- ?�• 4 t S �•u w 49 t• o. �.. � )q � i-�"'�+,.>.9uth./v°_7".`'N' � °..is.t1 i,=„n,,cx�M�i.1.h_iAo.^ �_ %..�.r x �—�, % +..� h 1. x �i �r � • � rl' �4 � •� "i x, TM � 5 � �*/ ♦ USES INGLA-86A RESIDENTIALMILY ZONE:RA S 41 200 .1i r• ao N C T1y 52-A-2548 USE:VACANT ZONE:RA USE 52-A-254 SINGLE FAMILY RESIDENTIAL ZONE:RA 0 200 Scale 1 " = 200 ft w W N � Z O Q_ �C,y.�i J O O ii O as = W Y O ~ O o z iz a 0 H U tW Q � . NZ FS p�ce U Q � w - iZ CZ � W w WCD ~Z CL - . = 0 0 m U �= W U a W � f� � W N V U W i� V OC LA_ w a m W a o 0 N nO_+ N M `� L� (0 � 0) C N N U) C N04 +�+ O ( a to c Y •M0 O 3 U) U •- Lo 4) 0��. +r c 0 ui •o r 0 a N 'o C N U � H U- W N 0 d M 00 zIx �W J LLI $ Z o Z UW 4��tixx °p' yj 4 I A G. 260 'o Zfl ,or ti�w `p`ptONAL SURVEY: C,I•; Painter —Lewis, 2' 600 P.L.C. DRAWN BY: JOB NO.: TGP 0002007 SCALE: DATE: 1"=200.0' 09/19/02 SHEET: 3 /11 x o� �EX. VEGETABLE GROVE ( ( r 9 ORCHARD LINE Ek / £X. VEGETABLE GROVE ORCHARD LIE EX. VEGETABLE GROVE \ � ORCHARD LINE W I \ `.- _'."_ .--•'' ''" _,.,. ,.---^"'- LIMITS OF \ ,i PAVEMENT LIMITS OF _'''1 �\ � � �•,•• ""i PHASE !I . -E O.G• �^ �^ PAVEMENT ___ __— t '� w DUMPSTER Ex, rf FRAME SHEDS SHALL , E BUSED FOR j \ _- �-` --- 72,i.10' -- ----- -f v PHASE !! v+ �+ ' '`{ MAINTENANCE PURPOSES ONLY.- . EX, VEGETATION / 4' CONC. , Y WALK �\ \c^ �9 EX. E.O. �' IN o 1 — J�" ! n+ PHASE !tEX. SHED o APPROX. LOC. PROPOSED DRI E.O.P. , _ l (T.B.R.) --"' 1 `f EX DRAINFIELD _._TO EX. PHASE I �.._ .,.-_— ; , ,. FENCE WOODEN �. ,t r"- 29.3 r ---.— F CE ENCLOSURE CO _ 16.25� ` 6`' 2 & ._.- � EX. VEGETATION � • ry Ex. -- _ S OF D AINF ELD f 2 _ Ni ' P , 'O. }' p- %' w ►.�� 51, i •- SHE — 51.91' PAVI=MENT I ` r .. opY f5t o f 0 R _. _. ,Q� 316.58 ` A �`�I o' pHA9E 1 T.B.R.) cn PHASE I �- t� . �. _.., — � — — 5' PY5. opY v'73.57'-----•-- E GE I A ,a _'p �_..._.RE TED.. '�� , --"-1 ,R / T .R I E.O.P. _ E.O. o FRAME SHED Q FRAME SHED J *PY 24' - cn lot F ! of w !- ` ON '� g9 F F = F=825.50 o /� GO EX. TI �{O _ _ _ I- 20'--J ' T f No I 5' �'r ° V o 8 1 S e ARATION �_ (T.B.R. �~ / _e EX. E.O.S:r O r ci` I 55.60 = ' rn p `lr o o _ z z cn o G- 6R w c \I P S ! 17.56' .._ 9 __ r, D o I ' pY `° 4 p o, I ��, fl 0- PROP 16.19 � '� rn *� _� _ a- p i, EX. VEGETATION ( E.O.P. 1,t STEPS 36'^-o - _ (T.B.R,) FRAME SHED 00Oo ��•.•\ } Gy 44.00 p 'j0 119.12 -•� �" FF-SM.36 -0, �n O v,. u> 25 w ) _ z f' 1' N CART H EX. �, ILo x �o►a U' EX. SHOP / r ,7 `v t}, - / SHED & CONC �z v, of �^ SHOP I EX. SHOP } / "+ rrni O b co �, p\ ` 'o. / 't," ;`'� y , h."r' PAVILION V, PAD �.' . 1�0, & " $ ADDITION (T Remotn) (To Remain) % T .� =626.04 ;� _ 8' r�i F.F.F=827.2T FFm826.08 i 1 97.72' E. P.�, ` J 3.43a _ o 17rn 0� ` �p� OP. .O.P. / EX. w -y, nX,�• ".' PY _. } ^ I Z ry _ `"'MH PHASE I rF A`. I----- 46.73' ---I 9 J' — -- PAD C Z ' ---PRoPesfo r3R E "y`' �' c/ _ -p (Np? —�' sE r s. Ex. 1 r---5€`90 -----� o i _ — _ — D rn J _CG-YaR j' G- R s PARKING FACILITY cp 'A RETIININ ._-- - v -�. i7 2� rn EX.O. PR z -0 O 1. V f r' - 1' o ; 35 8' _ 22' O PY 4�` TREE � i p P b ..�+ , OMITS OF m 4.5 ° .5' 4.5 4 5. �2 ;ro 3�E .4f t) 2 'HASE a � �o `' `'0. 1' , i )a1.59'—...+ ' .3.. ;` �� EX. PARKING ,7 PAVEMENT 14 D _ -4 -4 rn � q�- �� A 30' p Ex C � � � 4` � { AREA TO BE p-_ C _ = MCP HbCP PTO �? P c^ REGRADE DISTURBED AREA REMOVE ` RAMP RAMP 'i ^� '< "TH 6` TOPSOIL & SEED, '- - —3 inI m 207.00' �.�, AS NEEDED..` x /� 4' WCALOK C. 4 ED --2000 GALLON PUMP STATION-� J $ o a , NOTE: SEE DETAILS ON SHEET 9. - I u� o a �+ � v n -EX. OFFICE SHALL BE CONVERTED TO I -- — - PY { , ,� m tm? ��► o (D°i ►.� O O rn c�z1 THE PROPOSED PRO-SHOP/SNACK BAR ; 8`� TREE � � � (.+'' � m �'�n! Opp sm � ro � 4"tY PVC LATERAL TO SERVE , �, FOR PHASE I OF THIS DEVELOPMENT W V) ©vZ V �3 Z CL o 0- C7 cz a L V) = w W Z � Y~ � VO t1'1 z z Q 0 ME. a FIAI o FUTURE CLUBHOUSE LATERAL _ :� < � INVERT ELEVATION AT � S tO O rn - I �° -THE DUMPSTER SHALL BE STORED IN i-- 20' _ 2 -�- "i"' 20'--t-- 24' 100 24' ` 3J �8 PORCH, v o� ONE OF THE SHEDS FOR PHASE I L y CLEANOUT = 826.0+/- OF THIS DEVELOPMENT. W _"'1'- "1''- M 20' 22' 20 , , :.11�. ` -MAINTENANCE AND SHOP BUILDINGS WILL 4-- " -833.07 ( v` 24' S, N (n Z O y BE USED FOR THAT PURPOSE ONLY. _ '- N o -CG-12 INSTALLED PER VDOT INSPECTOR V (� �^ O 10' 60.00' c� O .,cr Z rn 7 2"0 PVC FORCE MAIN 36" A �oz _ 11 14 X rn = a f ��`� v o o MINIMUM COVER. ADJUST ALIGNMENT i ? O J o o m OF FORCE MAIN IN THE FIELD R', 1 V �j 0 1� � 0 �J(7 N �;K u 4 O 7D ` w -4 . �N � 3 PY w�� 0 4�y � • � �,� , go o AS DIRECTED BY THE OWNER. ' � rn ---�— W o - -_ cn v: .' .w cn cn v i , ' S a ` , W 1— PHA 46 ro -io i ? cn O PROP. CONC. \, .r 0 I `� /0y o STEPS - ` -0 WV �Z PY 5' SE I, CG-s z i ° � .... CG 6R R' CART PATH` I t ` ("7 = nv, na120.00 . O ,Q V If 01 \ n 1i -1 1 � Y 0uta8r 7•s0 ` aLAJ LLj V 2"0 PVC FORCE MAIN 36" �' c� I '" � _ � W MINIMUM COVER. ADJUST ALIGNMENT it o s' V V M OF FORCE MAIN IN THE FIELD i I ti0 REQUIRED LANDSCAPE PLANT LIST O O Y 2 AS DIRECTED BY THE OWNER. j W U V<C SAC _ - Vruw w A a° O }� CULVER?ir �V2 d "( 4 c;, I CHOP �6,000. 3 SOr 8"0 i7CP o SZ O . OF'E O 41 41 O r 1. _y L ' U) 4 r ## I ✓''� L d 3 I I 0 v� _ "PROPOSED TEE; -'AREA` # it . , ' h� 1 4« v v iv F� v c o w �°►-wW EX. VEGETABLE GROVE ORCHARD LINE - -- N 4 O !ram �•,. { V) ir 1. J W � z 0' U) / i • r�f i �`� GV ARp r 0 W M _ GRAVEL CART PATH ��' G PA�ITER .PROPOSED TEE AREA" - £i-'� � \ ONAL '' �� SURVEY: C.I.: / �� f -�" 40 0 40 120 Pointer -Lewis, 2' t� 9 p1R 0 Ems' `S DRAWN BY: JOB NO.: X OR\v PRO + — TGP 0002007 E� r� -'- SCALE: DATE: 0 RP Scale 1 " 4Q ft� /� EOi • ,� E GUPRO _ I-- • 1"=40.0' 09/19/02 ,✓ �Op �� �'. _ 1(( SHEET: •- i ,►�11 KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING PY 17 Prunus x yedoensis YOSHINO CHERRY 1.5 col. See plops + � ' ?1 ``ti I _..---' -• C.:^?,�Y*,'--°b't.t�:.t,+FDys.•-vs,.... y' ----Y ; r,.r' .,..`-..--^-' t ` `�' -- _ _ _ _ _ _ - ✓' - - M r ---� "� ,, ad SEX, TABI f VE GROVE LIMITS OF '- _` PAVEMENT --"` LIMITS PHASE II LIMITS 0 N • -= 'CONSTRUCT10 �" s RkLASE it DUMPSTJERt . 35. 41 CONC. r max' 4 �' r "- E PL 3 /WALK �} w - / / % ✓ fC� `` } RINGp ~- TO PS MU .5 E` -E.O.G. - - - - - HA E i 'p- wWNow-'- � S 1 LIMITS OF - fix`? iAT4 CONSTRUCTION _ (T.B.R XMIN J ONLY. TO EX. }¢ ,� O.P. - �� 6.0 FENCE ENCLOSURE • � T. i �• CA T -- A E OPOSEb�DRNE s} r r �� _ ti E SHE PHASE I -s•. PHASE I r } 3 j --� t '- ��tE TEO •.B.R.) FRAME EO r �.(7• r' E.O.P. 37 - -- - �• 29.3 RAM HE / ,✓' '-`rr .r / '" .r',•--.`� J'r' /�,r /' r •'•.-- _y-- _'�'.-.`r'_ _ TQr� rPS r MU _. ,-` w3}33. fit •�, �, FE 4.3 •. .� .O.P. N k•_EX� •7 � ;r � _`• 7.8 c t 35.0 4 \2.4 EX g CIO � - .r .A .--'"',s ••d " -1 `ti .2 ; a +r� ,f''l- �' �'" O 1 t� -... m.•. -® 341rn 34 3 �� } ,� 27 \� cno G-6R34.0� \��}}� � �} moo} P 5 I PROP CONC. J �..�o� x. CO ` C4 T ,r---'' I,,.., -•- / •-f'"f,.r•/" _ _ - ._'-~-~``/ \. `t R� �?- :Z1 t `�C,'� °i`9.Mr .r '-� STEPS " _.Im VE TATl IF} E.O.P. _ r p ERAME S}iE0 36.3 � �! n Vf � i I fF=836.3� EX. �No �O = ►a p X SHOP ' 1 EX. Remo n EX. SHOP CART SHED & CONC w �z / �: ADDITION ) I (To Remoin) Z PAU n f � ` Fs�St�.i3� FF=826.06 PAVILION , F.F.=827.2 LIM OF \ r .. ti t3 4 s: r 27.2 ; TO �� MU --5: .r C $TR TIO2.0 Y ^ 0 29.4 ' 28 Ex -`` _ _- - - �•-- Ex. F_ J W r 1PAD O 32.0 R£TAINtNG 28. E• 27.7 > > li -- - - PARKING FACILITY c,� MALL p o -- -" 0 PS MU V Z �we - -" OtLI S OF ``, Z (.� s - ��3 °f ��� -- � .- -- 1 0- -"" 28.3 .P. 7.0 -.��r' Ex. 3�ARKII4G `,`� /� PAV MENT ` CONSTRUCTION - '' 1,I.6 4 32. _�, 27 AREA tQ 9E CD �` , ..1 CL AV m r O # Z 2 RASE II f' f x C 28, � AOE DISTUR AREA REMOVE _ ►- 8 J ? r 7}I g" OPSQlL & SEED. r Z. s - 8.6 _ 9.5 ' 2 5 - 30.8 ; : .9 32. . , , $2.6 `' 30.4 0 P ' ;, C D AS NEEDE,O • .'" c�i -� 1: -� ^' _ , HQCP � .� HDCP ' ,.� / � 9.6 30.8 3 CD j� �w'- -' � ,r y,r--- ----' 7 I JAW- - - � C -6 9 - a�$ 1 o�RAM� _ !�} 32 l RAMP � � I TO PS MU � � '' � �'h -- �� 'f 0 0 _ CD �a - � 8•� � .+{�,�� � 4 n, 3275 4*CO Co , r rn 1 � 30.0 � � F t 'fix ° �' � �`.".-.,. _'....-•- -' _ � W �S O By a ( � �« / LIMI s -OF / f 1 - z \ W F T ± _ CONSTRUCTION �� �f ` N LeX. OFFICE SHALL CONVERTED TO ' >[ H- e' / D S rn 2.6 r fr' .� `� ( r j THE PROPOSED 0- Hop/SNACK BAR -- ' TO r e' �s�} Hw 1 p %� ~0 PVC LATERAL. TO SERVE , p 1 FOR PHASE I & THIS DEVELOPMENT 2000 GALLON PUMP STATION�,�, $ (, o . o .�, ��;•; SEE DETAILS ON SHEET 9. ( V r,, SF FU RE CLUBHOOSE LATERAL `�_�- -THE DUM ER SHALL 8E STORE C7 44 :?� w n r 2 I m Z V> s 70;O I r INVE T ELEVATION AT ONE OF THE SHEDS FOR PHASE r J, y� �} '''*+o- } CLEAN UT 826.0+�7--r''' OF TFH9 DEVELOPMENT.4. ' o -D = TM g±,g ,) 0 - ENANCE AND SHOP-,- WIL `, o L.g9 pax. ' �w -9t USED FOR THAT nRPOSE ONLY. . - �"� r' I 9, F - , I r ' v ¢a 3,o ~' _ - - - -CG-12 INSTALLEV PER VDOT INSPE �s 'c�> 7.7 2"0 PVC FO E MAIN 36 i- v7 • ( z A •o MINIMUM COWER. ST ALIGNMtT - s rn (A Ln'f�o� OF FORCE MAIN IN TH D - _ _ _ _ - _ _ -- ,- r s�• C uZ25. CG-6 .4 -CG-6 .7.2 , n oil : 0 7 o AS DIRECTED BY THE OWNER. N a _ 32 7 " - 29 5 mm r VIMO ' • °° -0 5.0 -a c� ao A , • -� cn e2p. , , ` - ' - •(ice i�% Z �' c� �h, 25.6 26.1 26.9 � • • 7.7 '• t 11 O m - •` � I s � •3.,,,• ,�s/T� � - ...,`.....""`----,..,,,,_v ',� � 4 Z = 0 �.i \ci 24 - v' = PROP. CONC._-. TO PS MU 4.5 _ o - to 0 S TO PS M _ 24.31 2 PHASE II CG- i CG=6 CG-6R R' CART Inv. n� 4.0 OP +-J^ - � � � w / ~ r' s 2 .0 PROPOSED fS1111 PRESSURE244 26• ''^ ~' r - `-�Uj 3 ) DISTRIBUT1 N DRAINFIELD `1 r,, rn od SF /' r . _ ''' W Z / •' •� '�' �'• TO PS MU `` _ -� x ,S�o °ab^ 90 /. t � `` ,r� �.```�. o ti +23.0 _ r r' m °°4aq• Out.817• -UA O Im 2"ate FORCE: MAIN 36" ` �, - r f ~ a,, EROSION CONTROL NOTE. � he fr r _W� IMUM COVER. ADJUST ALIGNMEt�T� cF `ti !� ��j I ` .7 To u �`--The Erosion and S invent Control Measu �s- �, a = W U / OF FORCE MAIN IN THE FIELD � ,.r / AS DIRECTED BY THE OWNER. - y f o ! �. ex W OPAL a / shown on this Plah are Suppl n al Control �_ ` ♦Y� V im Gyp'CUL�2 Measures be Installed Additio to r-" `�-� �- W 41,cL. if1 ' x $ R Control Meatmres Currently I ---_ --- t„� LL_ St ; r EROSION do SEDIMENT CONTROL KEY `` - -w `� �, �"`~--- - _ �. 4 p Cn -•-----aL LIMITS 0`F" CONSTRUCTION - 4 _ `-` '•-- ! } � j LIMNS J / {3Pt75ECtAff0 PS M CD ' N._,_ O f O ! r F" •� ' '!� `''f N I i C r of N'c ^^, & O p 3 U c r 0 .. CIL ORCHARt?, INN F --`' r` "" -` . yr `J �2a'`r '�_ `�'�1fs'' = C j) 0 E %f .� ._..«.�.. �... ...yr..._._-...._...____�� `�•�..... - - l , " 1 /` ..�-'-`•"_`` ".-- ".-•- """'-' .`". - '."•�''�-- -.may" '.'•' ""'s''."r -,--•� .r""'•_-..`�..-�'• j•''�� (✓ f -._-f s_._.__�.....-.--- 1 }''..._.- - iff' ,.�,.�--^'...' y r-1 ter" ter..,,•-•~r"" _..-•-• �• �-"- I/.--' Y ' Lj / ✓` ` �' �� j'-'• 1 - t -'�� ���`',,,ti � � J / � rl r ~y .r"" err ���.r ....f' •-'�/��j���''" r"-E:��i Z OAR# PATH TH op, r.r"•-'` (f// -'•'�! ter.'' _.r--^-' _.,.- ii ^�'^•x" y - .~� �� _r^r t�� f �1�� 61 j1'� Vol "PR(pCr D TES TO PS MU :r�� 260 1 t_,-__r^.-� ^' � �'' ' J } ny .,.-•-'•_ _./ _'-_�•• .'.._^' ✓�; yam• �"' _..�-••-•-•-_-,. `� , �-,- '` /� "'' �".; �,�,., �,,...- ��f •,,,._,,,_--•-' �� �, ,.----''`�^. e� S TONAL SURVEY: '� �' \y f-w-_ _ pR0 -'' -` r ✓ _ ` ���--"_r - - 'f �- - "'^" �- _ _ Pointer -Lewis, 04, ,,--49 0 A8' -fi20 r P.L.C.2t • , - ---r '` _ f- , DRAWN JOB N 0. �, F.. E _ y;--•- ram,.,_.. �- !' �,. BY: 0002007 r- - - ` SCALE: DATE: - �� �,� A a 1 =40.0 09/19/02 ` 7�•�� .,-'�'' �``-. �,,,''' -�`' ____.____�,.r''� _,�•�,�+`J'- •G oc• /j�r�+•-,...--. -` ��,. _ ..,�' �.i _ ...� ,/ � x •�J .,....,�,� .......,; � SHEET: 3.02 TEMPORARY ST E CONSTRUCTION - --� o°Oo°MORON, o 0 0 o0 0 'a ' 4,.0& CGLVERT INLET PR PROTECTION 3.18 OUTLET _`"-°000000ao -7&o o °e°o°oo 0 poeo PROTECTION•" - 77 _ k-.WROCK CHECK DAMS 3.30 TOPSOILING "2 PERMANENT SEEDING 3.35 r �JJ �r f � % J,,-w- ,f''.�'.,R___.._/`Y,,,`� '-�-w._ �. .•�._.•.,�....---- - � .--�--arcs-�.�_r_ t;�: --" `` `�_I__...I.---'`�� '�,%'� � '''l _.,-�=.:, .^.:W`` - � '-� i �--_ -- --"� d� G,�TE AND NNECT EXISTING SEW �� >- r �„ _ ��,- APPROXIMATE/ LOCATION OF (2) XISTI �TQ ti QO 1 l PTI A _ ��--- I I v (3 } - 2 G L1t0 C S , J� - m / -- .�:.- !' -1 NEW LATERA `. r ,� ---` �fa9Fss 1000 GAL. SEPTI TAN S ' ' °` -•�� I\ f f /r - -�— y r�.� I F�?'EAS f� ? .r••� .,,. ��r t -.,/ �— E•}u ~` \ SPL) EROX r _ f .� � /�� �_ PjAAASE !I t�tl iPSiti "�y Ex, /s 1AFt a_ _ _ � L -\ 5 ` % APPROX. Lev 1 �''� f r•'. J (,y _ - '-. P, itfd+iLK / � � ``^w_.�,ti� �-'• +' Ejr�3 ` f�7 G DEA&EIELQ— J s�\ EX. �E:0 ' _ S $ 1'3t•, _ �'� �` ti . L 1 '" - 1 7 f ` StJ 1E3_L P' , f"`�Pe3t'�`E ENCIiSif�.`.�C•-`4Ett`TA�t ,,ti" CA~ •r .._. rs t---��!! r,�°\ t- y+1]POSEO DRN �� �_-- - - "X �� � j. .._.r SHE AsyTM NJ. {" l �.t 4 RFl}4A.. T1 °PHAS^)63(3E 0 r Q -�� -- �. �%'`� _ _"`/ .�''' / '" .�_„----_'.--.`_� ✓_ `_'- _ _ _,, � Jf , F , �., e s� r '\ r}, t' A} `'._f (T.� Ff. Ti ` /+- ` �" wee` 3 r"` -..... ��0, `--- �-m.,`'�,, ---- � ` 1 � 4r"r' I° •°'g3---. .�. _ � � �/i � �cy 3 F 1 S� S < STEPS - J \\ FRAME SKD x5 • V vt r r \ f FF_3i.38 E d� SHOP. Ex.fix. Sty iP �i j t Ov. 4 fT$ I T Q (,a Remain) t7 „ i ti t APAOXIMATE LOC�QTION OF EXISTING C R J ED i z£4C_' ica to ADork N ©� v R i7T� PASrtLiifN ��=' �� „`� �.F,-s27,2i`� � sc ( FP-_82e.oa i f �` -_D1S_TRIBPbTjON BOXES, O ---'LOCA� ND'``�R Off` REPLACE ALL ,� _ '"� �-- _�--� ' -- .> � _,,%r' �`"~---._. _ ------ / '`�; E. �,,;f � ,. �° f<-❑ '�-- _. ,_ ,,.. _._.� 4 \ A PAIR az �� t I7tS,TRIBUT.I[ON BOSS AS RECTED BY • '4 Z7 -rL �1g� _ l t t 4 �'.�... _.., ..,..— - �.i 1 - .- ,� _ _.- .i, 7HE��iEALTF� �QE�PAR'FM.EN I Q ..•✓'y `""'. '�' �-r'` / / -J `l� jf} t`� O� `'�,.. �'„`Y -iSi= ��'_'f`' �i�----•��{� / ---�- '.�,,.'`...-• try I' fE7.�klt13PF''�- (� i 2, ; +,y,� •_o v'�• '-•' (ri s PARKIN, FA IUTY WALL � � . � CO � / - _ ,,___^.--'" �,..-,,�.• � / � _�-^' ��� �� _ ___._. �� � � man 'yam. m � __ � CG-i, t-: � --.-,-fir-. G"'•'�`- -- r" PA�RfiE�� B�}I�.DIN IMAT ER i�ATION..`OF E'X,ISTII�G, TO P. PHASE I r '- "`" "" - ` C0 ArEARtmo rc �1 LOCATE AND ONNECi��XISTI SEWER - _ cF 1f S r ftECfiM ...� , r - a ''� �i '� �i �nn� a� 7 sb,� f 7 \ 4"� L E FROM`-SPLITT BOX' PROPOSED LOW PRESSURE DISTRIBUTION DRAINF1 LID -� r �¢�' -' _ / � HDCP H(k . 1 00 G LLO P P STATION `- W RAMP ` � t 1h � WWI c. ;' .�f r ,' __._ _ U`r SEWER -LINE 2 " 0 CE , k m I Q ', �{ M 4"'0 PVC RAVITYI0 MI FORCE MAIN A3 MI IMUM COVER � C) _ - « NO'TVSHA- -� r 36" MINIMUM COC%ER f �� _. s f °E �� f7-i-HE � s PK'0-� 0P/ c T� Of- 2-00X-.- M44MOM SLOPE PHASE I - . • �t ` FOR PHASE I,,& € {ts I�cVELGP➢v9Ftti? � r� a.t / r 0 CAU03N PUMP 5iAT10N a - a -ors , ('0 PVC FORCE �; VA L 8E STORED X j Q f f s�f�tETAi3 SQ1VHE F 9, — y j f z T -{fik 0.1>9ER 1 `f (�'" �4_s �f %ram ' 36" MINIMUM COV�RIN \\1 -' :i = i ORf nE �iE SHEV S FOR PHASE '-rf�._.. f __ - t ADSUST ALIGNMENT\OF FORC�'E, MAIN Ct P�TEiiANCE Pear iRPOS FOR ! I EIEV 4 r +� ---OWNER.,-- At ,:3co � ALL t �Pi, vDt7 FfPgSFE 1 ` IN DUCT D BY TIME ---� /� /r 1 Lim ,' __- _ sr �°- PHASE I --�-A._50 0 _1 50 0 -� .Q ---- 'r aft ,,�0 , m ; ,� � � 4"0 PVC LATERAL TO V) 8� M1 _ f ,r Lu C> i f `,.,I�f SERVE �F.U_N - - . ti { t - 3 " " - Pszr,P �t:� _ -�' - LA. A INVERT ELEVATI-ON AT �UT='$2frQt - ��� » Cn (2) PVC VALV BOXES To - `-�=� - -� '" t - - _-- % Scale 1 5 0 f 3: � f PHASE ii CC-6`____,_�'e r•� 1>'-5Rt �' �$T 47y. -'`� - ��"`-"� ,-,'_r ACCOMMODATE 4' ALVES EACF� PRES s - _ •00 f -� ---- PROPOSED,k� 5f � _- r-` r ) J r _..�.-" ter;. `•� 1 j � t V W iS{SiiEZVi�1Ai T3f}AtNFfELC1 22 �i y-� 2�60 GALLON PUMA' STATION `. t f 90 r '` rf �ti z Q SEE DETAILS --ON SHEET .r _ - i ` x 4 _ - 3 I 3 W ^"45 F"trG FORGE MAIN % iIPJiR9UM COVER, AO,fUST ALIGNIAE?t�i r _'' nF FOKE MAIN sty THE RELD AS DIRECTED SY THE OWNER. IQ \ / ✓ r ' ` `� r // - /f t , V PIPING DESCRIPTION W � Q SEWAGE DISPOSAL SYSTEM E. 1000 Gallon Pump Station TYPICAL FOR 8 LINES 2000 GALLON PUMP STATION . � N Z The disposal system shown on these plans consists of an existing gravity drainfield supplemented by a proposed low The pump station should be a 1000 gallon precast concrete unit from Winchester Building Supply or equivalent. The tank 2" MANIFOLD SEE DETAILS ON SHEET 10 V n (, pressure distribution drainfield. Sewage flow from the site will be split between the two drainfields with approximately 600 should be water tight. All pipes entering or leaving the tank should be sealed by grout or rubber boot. 2" X 1 1 /2" REDUCER ? O 0::gallons per day conveyed to the existing drainfield and 1180 gallons per day conveyed to the proposed droinfield. 2" PVC FORCE MAINS V J - Pump Chamber Data 1 1 /2,. MANIFOLD -cc interior chamber dimensions: 63"h x 51 "w x 97"1 1 1 /2" X 1 1 /4" REDUCER 2 PVC VALVE BOXES EACH CONTAINING: ix OC DESIGN CRITERIA -GOLF COURSE liquid volume per inch: 21.4 gallons 1 1 /4" MANIFOLD 4 - 2" GLOBE VALVES = p W doily patrons: 200 " " " 3 - 2" TEES W ~ Z drowdown: 14 or 300 gallons 1 1 /4 X 1 REDUCER C' y design flow per patron: 5 gpd (1000 gpd) pump head: 42 ft. +/- 1" MANIFOLD 1 - 2" ELBOW d' employees: 8 INSTALL THRUST BLOCKING design flow per employee: 25 gpd (200 gpd) pump spec.: Meyers Model ME100-1.0 HP(or equal) �O V reserve volume: (48 1 /2" 30" =) 18 1 /2" (396 gallons) r m snack bar assuming half of the patrons eat once and all emplyees eat twice: 116 persons r design flow per snack bar use: 5 gpd (580 gpd) Item Distance From Chamber Bottom o LLJ total design flow: 1780 gpd pump intake: 5"+- C/�F re,• ore�S^ �� OLLJ r 1-1 /4"0 SCH 40 PVC LATERAL W/ Q = W EXISTING DRAINFIELD pump on switch: 24 rr yaFS lr4C e�S• y 3/16"0 HOLES CAD SPACING SHOWN(TYP) Health Department ID #50-93-294 pump off switch: 10 !�,yF 0re�S• 0159" ?' r DIES V) V W design capacity: 600 gpd high water alarm: 30" " rg' r? HaFS CC rFs r� o.7 0 Ss• o U t pump discharge line invert: 54 ® re, PROPOSED DRAINFIELD invert from septic tank: 49 1 /2" percolation rate: 75 min/finch lrN " 3• C r r yo`F �Fe S O m ? G X C S e total square footage required: 2962 The pump is sized based on the head loss calculations shown on Sheet 8. ?o r4 ` yaFS ® rF�S?4 liyF r " ®S3" e ? a length of trench: 50' F. 2000 Gallon Pump Station l�'t'F ore�S• 4e•CC 4 4 r4 ti C rFae ° O length of available area: 104' ?� ti r o ?? The pump station should be a 2000 gallon precast concrete unit from Clear FLow, Inc. or equivalent. The tank should be r oCF Foe ��N Or 4e• 9 O width of available area: 130' water tight. Ali pipes entering or leaving the tank should be sealed b rout or rubber boot. � S0 ?4� FS N width of trench: 2' 9 P P 9 9 Y 9 lr,�,F? OrB�S" 4r"�, r0� 'yo( F� number of trenches: 32 ? y C �r FS ® / 8?,� ° +' O rn M C Pump Chamber Data rr a iF� 8�S" 4r, ? � c center -to -center spacing: 6' interior chamber dimensions: 64"h x 65"w x 130"1 �� or FS 0 8? .0 �F s �r c`o N to U j -Y trench design: (32 x 2' x 50')=3200 SF liquid volume g 4'F�3 9� • 9 C r� aF Ate distribution 1 q per inch: 36.4 gallons S S" r S r N I c distribution lines: 32 ® 50' drowdown: 14" or 510 gallons �., r? �FS C rF� or8 ®S9• 8?3S rp (0 RESERVE DRAINFIELD pumphead: 42 ft. + " pump spec.: (2) Meyers Model ME200-2.0 HP(or equal) ��NF �re)S" ®S`�" C� 8?Sr r S y°(F c �F� tn C ^ o A 73% reserve drainfield area has been located on the property and designed for a Puraflo system consisting of 6-100 " „ ?4• tio( i S 8?3 Q' O O P P Y 9 Y 9 reserve volume: (64 - 30 =} 34 (1237 gallons) r FS Foe �� r s3« s Y L. d• 4 3 laterals, or 1200 of the required 1639). See the Soil Evaluation Report by Marsh & Legge Land Surveyors, P.L.C. dated July 4 ®4 " ?s4 NF CC 0 5 u Lf) a) 10, 2002. Item Distance From Chamber Bottom �� ore�S« e CC 9 r� ti _0 � L SYSTEM COMPONENT DESCRIPTION pump intake: 5"+- HF ?S. y0�F5 rF+�e? lry or ®48« 8?•39 c Q lead pump on switch: 24" ro � ®4 " S� F 9. 8�S• CC m � oA. Gravity Piping nsewer pipe and pressure distribution a and fittings called for on the Ions shall be SCH 40 ASTM D 1784 with pumps off switch: 10" �iiyF Qre�S« r CC 'o� yOIFS �F�e -C c n. '5) Y P P P pipe 9 P " ?s. o ? •� 0 solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the high water alarm: 36 " rr yaFs �F$e H re�S" 0 4r" 4? 0 c o gravity sewer line. lag pump on switch: 30 ` or 59« ?so Fro. h`o� CC ►- u- w invert from force main: 64" �r,�'F 9�S" CC The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe. ?� r2 ti�Fs ® rF,826 ` 0rBj " Ss"C 8?4S o Any part of the trench bottom excavated below embedment grade should be backfilled and compacted. Concrete thrust The pumps ore sized based on the head loss calculations shown on Sheet 9. o S3« ? rr. S e n n blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding <�HF re�S" CC .1 yaFS rFee 1� providing uniform longitudinal support under the pipe. G. Subsurface Disposal Piping ?8 r /yaFS /F,8? �� r ®S , ?4s Each pump in the duplex system will deliver approximately 115 gpm of septic tank effluent to the subsurface absorption 4 or ® 4e« z (n Excluding the pressure distribution pipe, all other pipe should be installed by placing the initial backfill material to a field for final disposal. The effluent will be pumped through a 2 diameter pipe to a series of tees which will split the flow <rNF e>S" CC r F rF minimum depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and between four distribution zones. Each zone will be preceded by a globe valve which will be adjusted to provide 1 to 4 feet ?9 r y�FS rF,e26 ��� 4 qr S ®48+ �8?49 $ I I -J w placed carefully, avoiding stones over 1-1 /2 inches in size, frozen lumps and debris. Sharp stones should be excluded of pressure head at the distal end of the distribution laterals. 41,V ! o or ®4r« C i 1! f Z from the embedment material, rVF 8�S• C r tia rF ( Z Absorption Field Data 3�' rr 'yC�F rF•e? o� o r FS O �e?S w The lines Ines distribution hall be rinstalled should uniformly I levelleTheusing l lines shall hove burr and/or freeandstakes coplaced sunk10holes intervals. l placed n nahes and strai straight distribution Theinstallation absor t onarea: field wi1014be s 3t' into 2 s stems. Each s stem will use rou hl half of the field area. Each s stem will <�N ` 0r8>S• S ®S9" C ,r `/NF r4. 8,S"ti p g g P p y y g y y RISER TO GROUND SURFACE W/ F 3i• the longitudinal axis of the pipe with holes turned down, consist of (16} 50' distribution laterals. THREADED END AND CAP r aF5 rF,e rr� S ® F�8 ti,TH op " PROVIDE 32 4'-1 1 4"0 SCH 40 PVC ? ®S ??r r 4r Ss• ?S �� Df distribution pipe volume: (0.010386 sf)(800 If)(7.48 gal/cf) = 62.15 gal (1.38 DIA., 1 1/4 nom.) { } / Or 3"C r BLS, CC S ,i, B. Settling Tanks CLEAR RISERS W/ MALE THREADED ENDS � H e�S« C o G dosing volume(? to 10 x pipe vol.) 500 gal, H In order to provide a 48 hour detention period for the design sewage flow, the septic tanks should provide a minimum r aF `8 FS e area of absorption trench: (50'1 x 2 w x 16) = 1600 sf 4 S ® ?�4 � ® ?S volume of 3560 gallons. The plans call for three 1250 gallon precast concrete units from Winchester Building Supply or " 0 4e" �, �r S3« P > vol/inch depth of trench: (1600 sf)(1 )(359; voids)(7.48 gvl/cf) = 348 gal (500 gal<696 gal which is volume required to re> « C �F ens• equivalent, placed in series. All flow from existing and proposed facilities should be directed to these tanks. The tanks S C rs h, CC No. 8260 achieve 2 flood depth per dose H r should be water tight. All pipes entering or leaving the tank should be sealed by grout or rubber boot. IFS F�8?� r4 aF5 �F$ ,A r � ,w reserve area: 1639 sf located to the west on the golf course parcel ®4r" . or �! l 8 ®�}cam C. Splitter Box distribution laterals: 1-1/4" PVC (3 - 5 HOLE SPACING) Flow from the settling tanks will be conveyed to a precast or cost -in -place concrete vault. The vault will be fitted with (see Distribution System Balance sheet for holes and spacing) rF,e ho , IoNAL three discharge ports. Flow from the vault will be divided equally between the three ports. Flow from one port will be ' ?80 IFS F�9? conveyed to the existing drainfield. Flow from the other two ports will be conveyed to the proposed drainfield system. ��. 4r" s? SURVEY: C, I.: CC Pointer -Lewis, 2' D. Existing Distribution Box Repair DISTRIBUTION LATERAL LAYOUT �Fa P.L.C. According to Health Department records, flow to the existing drainfield is distributed by three distribution boxes. These boxes e?sS DRAWN BY: JOB NO.: should be located in the field and the condition of the boxes should be evaluated. Replace or repair the boxes as required NOT TO SCALE �� TGP 0002007 by the Health Department. ADJUST LATERAL ALIGNMENT TO MAINTAIN MINIMUM REQUIRED DEPTHS. �� SCALE: DATE: CONFIRM FIELD ELEVATIONS AND PROPOSED INVERTS PRIOR TO INSTALLATION. 1"=50.0' 09/19/02 SEE SYSTEM DETAILS ON SHEET 10. \� SHEET: 7 11 24" MANHOLE REINFORCEMENT PER TANK MANUFACTURER WATERTIGHT NEOPRENE BOOT OR GROUT SEAL -TYPICAL FOR ALL CONNECTIONS 4" SCH 40 PVC FROM BLDG. FIELD FIT: I.E. = 812.00+/- 6" CRUSHED STONE .. .............................................. 1 .f�.!_t iLL iJ1 LLL—! LL 1 COMPACTED SUBGRADE--- -I I !-III-III-III-III-1 I�F1 1I1 111111111�.1111111111�IIIII�. �—. A TO EXISTING DRAINFIELD 3' 0" 24" X 24" ALUMINUM HATCH 4"0 SCH 40 PVC(TYP) l,J FROM SEPTIC TANKS INV. ELEV. = 811.10 PLAN INSPFCTION PORT-4" SCH 40 PVr IPI(ZPI rTInM Pr)PT-A" qrW An PV( PROFILE 3-1250 GALLON SEPTIC TANKS IN SERIES NOT TO SCALE UNDERGROUND CONDUIT TO CONTROL PANEL AS REQUIRED. SEE PANEL CONCEPT THIS SHEET. WATERTIGHT NEOPRENE TO PUMP CHAMBER BOOT (OR EQUAL) (TYP) 4000 PSI CONCRETE VAULT 4" (MIN.) WALLS, TOP & BOTTOM DIAL -A -FLOW INSERTS(3-ALL OUTLETS) SEAL(TYP) low INV. ELEV. = 811.00(TYP) rrn4 rig riTli*!e l .. 6" CRUSHED STONE .............-............................. I. -111-111-II1-II1-111-III-COMPACTED SUBGRADE -111-I 1 I-11 I -I 11-111-111- SECTION AA FLOW SPLITTER BOX NOT TO SCALE VISUAL ALAR AUDIBLE ALAR BELL o 1 15V ALARM H `t 230V H 0-A PUMP ON LIGHT STEEL ANGLE SUPPORTS FOR - COMPONENTS. ASSEMBLE USING STAINLESS STEEL HARDWARE. 2"0 GALVANIZED PIPE SUPPORTS IN FROM SPLITTER I. E. = 810.00 --------------------- NE'A.A 4 ELEC. CONN. Bt 2" MIN. COVER PROP. GRADE N 00 PVC FLOAT SUPPORT PLAN 3"(TYP) TO DISTRIBUTION SYSTEM SUBMERSIBLE PUMP PRECAST 24" DIA. CONC. MANHOLE RISER & TOP CAMLOCK COUPLING 2" GATE VALVE HOOK CHECK VALVE CHAMBER BOTTOM ELEV 805.9+/- ..=.....a,._.4..:.�"6" CRUSHED STONE I �...<...�....� ...... .....1I....... 4000 PSI CONC. 1 I-"`1(- =11-11"1-_ COMPACTED SUBGRADE -1 I 1-1 11-1 I M1 11-1 I I -I 1I- -I j 1-1 I I-1 I I-1 I I=111-11 36*0 CONTROL 100 A PANEL ELEC. CIRC. METER BOX e (n a. UG CONDUIT o a PANEL CONCEPT 0 0 0 NOTES: Z O 1. VERIFY ALL EQUIPMENT DIMENSIONS FOR PROPER FIT PRIOR C3 TO FABRICATION OF RACK. 2. LOCATE AND GROUND RACK AS REQUIRED. 3. PROVIDE PVC OR GALVANIZED STEEL CONDUITS FOR ALL i -- ELECTRIC CABLES AT THE PROPER SIZE AND LENGTH. 4. FURNISH APPROPRIATE METER SOCKET. 5. COORDINATE THE INSTALLATION OF PERMANENT POWER WITH THE LOCAL UTILITY. 18' DIA. CONCRETE FTG. CONTROL PANEL MOUNTING DETAIL NOT TO SCALE 0 80 70 • 1' 20 10 0 SECTION 1000 GALLON PUMP STATION NOT TO SCALE CAPACITY LITERS PER MINUTE 100 200 300 400 500 600 -M -H+ 44, - Mt't'r 50 Mw''00 0 I 0 20 15 w 0 20 40 60 80 100 120 140 160 180 CAPACITY GALLONS PER MINUTE PUMP CURVE +54" 3/16" WEEP HOLE CORROSION -PROOF LIFT CHAIN HIGH WATER ALARM +30 PUMP ON +24 PUMP + 'l 0�r- INSPECTION PORT-4" SCH 40 PVC WITH THREADED END CAP TYPICAL PLAN PUMP NO. 3 -- 1000 GALLON PUMP STATION - PHASE GENERAL - furnish and install a complete non -clog sewage pumping system consisting of : 1 Myers MW100 submersible non -clog sewage pump and SRA-200 lift -out rail system, valves, controls, access cover and all other appurtenances to make a complete system. COMPONENTS - Each lift -out rail system shall consist of a cost iron discharge base, cost iron pump carrier and sealing plate, and cast iron elbow. All exposed nuts, bolts, and fasteners shall be of 300 series stainless steel. ELBOW - Discharge elbow shall be 2" x 2" and shall be integral to the base assembly. SEALING - A sealing plate shall be threaded to the pump. A simple downward sliding motion of the pump and guide plate on the guide rails shall cause the unit to be automatically connected and sealed to the base. The open face of the sealing plate shall have dove -toiled groove machined into the face to hold a sealing "o"-ring. The "o"-ring shall provide a redundant leak -proof seal at all operating pressures. GUIDE RAILS - Two roil pipes shall be used to guide the pump from the surface to the discharge base connection. The guide roils shall be 3/4 inch schedule 40 galvanized steel pipe. The weight of the pump shall bear solely on the discharge base and not on the guide roils. The guide rail shall be firmly attached to the access hatch frame. w LIFTING CHAIN - An adequate length of galvanized steel lifting chain shall be supplied for removing the pump. The chain shall be of sufficient length to provide ease of removal, h PUMP MODEL - Pump shall be F. E. Myers Model MW100 sewage pump. The pump shall have a capacity of 34 GPM at a total head of 42 feet and shall Z use a 1.0 HP motor operating at 3450 RPM. Q MOTOR - Pump motor shall be of the submersible type rated 1 HP as required. Motor shall operate at 3450 RPM and shall be for 230 volts three Q phase, 60 cycles. Three phase motors shall be squirrel cage induction type. Stator winding shall be of the open type with Class 8 insulation rated for 130o C (266o F) maximum operating temperature. The winding housing shall be filled with a clean high dielectric oil that lubricates bearings and seais and transfers heat from windings and rotor to outer shell. The motor shall be capable of operating over the full range of the performance curve without overloading the motor and causing any objectionable noise or vibration. Boll bearings shall be designed for 50,000 hours B-10 life. A heat sensor thermostat and overload shall be attached to the top end of the motor winding and shall be wired in series with the windings to stop the motor if the temperature of winding is more than 120o C (248oF). The overload thermostat shall reset automatically when the motor cools to safe operating temperature. Three phase motors shall be protected by 3 leg overload relay in the control box. Overload shall be of the quick trip ambient compensated type and shall hove a manual reset button. SHAFT SEAL - The motor shall be protected by a rotating mechanical shaft seal. The seal shall hove carbon and ceramic seal faces lopped to a tolerance of one light bond. A double electrode shall be mounted in the seal chamber to detect any water entering the chamber through the lower seal. Water in the chamber shall cause a red light to turn on at the control box. This signal shall not stop the motor but shall act as a warning •,nly, indicating service is required. PUMP IMPELLER - The impeller shall be of the two vane enclosed type. The impeller shall be constructed of A48 Class 30 cost iron or optional bronze. A replaceable Buno-N sealing cop shall effect a seal between the tir,Aute and the impeller in order to maintain high efficiency and prevent recirculation. The impeller shall be threaded onto the 416 stainless steel pump/mi -,)r shaft. PUMP AND MOTOR CASTINGS - All costings shall be of high t••ns:':: mast iron and shall be treated with phosphate rinse and pointed with a high quality air dry alkyd enomel. POWER CORD - The motor power cord shall be SOW/SOWA. The cable jacket shall be sealed at the motor entrance by means of a rubber compression washer and compression nut. A heat shrink tube filled with epoxy shall seal the outer cable jacket and the individual lead to prevent water from entering the motor housing. SIMPLEX CONTROL PANEL U A Nema 4X fiberglass panel shall be furnished with each pumping unit to be installed, as shown on the plans.UJ The control panel enclosure shall be molded of gloss reinforced polyester resins which ore chemically resistant to corrosive atmospheres. The resin shall be a pigmented to import a gray color to the enclosure and be resistant to ultraviolet light. The panel shall include a 20 amp main disconnect breaker, alarm circuit fuse, control circuit fuse, I.E.C. rated motor contactor, pump hond-off-auto switch (momentary in the hand position), alarm test switch, pump run light, terminal blocks, ground lugs, and oil necessary wiring and brackets. The control panel shall be fitted with a red lexon (polycorbonated) alarm light. The light shall be approximately 3" high by 3 1/2" diameter. The globe shall be mounted on top of the enclosure with a neoprene gasket. The lens cannot be removed form the exterior of the enclosure. The lens may be removed by entering the interior of the enclosure and removing four (4) # 8 screws. The bulb shall be 40 watt minimum high intensity -medium base ` type. The bulb shall be easily replaced by removing a thumb screw from the support bracket on the interior of the panel. The alarm shall hove a bright glow and flash during high water conditions. The alarm light will go out when the water level drops. 1� All internal wiring shall be neat and color coded. Each wire shall be a different color or stripe (except for grounds), and oil incoming wires shall terminate into a box clop type terminal block. All control wires shall be 14 Go. Type TEW rated for 105oC. A schematic diagram (showing wire color) shall be permanently fastened to the inside of the enclosure. An Installation and Service Manual shall also be included with each control panel. C The control panel shall be U.L. listed as an assembly. r PUMP NO. 3 1000 GALLON PUMP CHAMBER PUMP HEAD WORKSHEET A B C D E F G H I J K L PUMP PUMP DISCHARGE ELEV. LINE FLOW LINE LINE FRICT. MINOR SYSTEM PUMP ELEV. ELEV. HEAD DIA. VEL. LENGTH LOSS LOSSES HEAD HEAD (ft) (in) (GPM) (fps) (ft) (ft) (ft) (ft) (ft) 3 806.0 820.0 14 2.067 34.00 3.25 1350 26.51 1.32 0.00 41.83 COLUMN REMARKS A pump ID B pump invert elevation C elevation at high point of delivery pipe D C - 8 E discharge tine diameter F delivery pipe flow G =(F x 0.002228)/(3.14 x (E/24)" 2) H delivery pipe length I =H x (F/(0.281 x 150 x E-2.63))-1.85 J from MINOR LOSS WORKSHEET K system head L =D + I + K + J SEPTIC EFFLUENT PUMP NO. 3 750 GALLON PUMP CHAMBER MINOR LOSS WORKSHEET A B C D E F G PUMP NO. 3 FITTING QUANT. DIA. EQUIV. FLOW HEAD LENGTH LOSS (in) (ft) (GPM) (ft) GATE VALVE 1 2.067 50.0 34.00 0.982 1 /4 BEND 2 2.067 3.5 34.00 0.137 PIPE 1 2.067 10.0 34.00 0.196 CHECK VALVE 1 2.067 14.0 34.00 0.275 TOTAL: 1.32 COLUMN REMARKS A line ID B type of fitting C number of Fitt D fitting diameter E equivalent line IoWh F flow from PUMP t1EAD WORKSHEET G C x E x (F/0.281 X 150 x D-2.63))-1.85 o 0 n U Z W W C) ❑ Q N Q � I Q v � N Z_ =CCU Z `J J > w � LaiW Q w W � N 0 = = V co !— =be V WILAJ H Y � p V y 0 be= cc V W m N N V) 50 O) 0) �N -N L I I N N N (0 (0 �0 (0(0 Y '0) 00 U L. It It m C 0 -C S_ D U _N X (A U l� N O M ,TH Op '`r11 . .I ' TWtS2 PA�ItER �' 60 o Z (f B� dL G� `SS,IONAL JRVEY: C. I.: /A N/A DRAWN: JOB NO.: JCL 0002007 SCALE: DATE: AS SHOWN 09/19/02 SHEET: 8 /11 PUMP NO. 1 AND NO. 2 - 2000 GALLON PUMP STATION LPD-DRAINFIELD SYSTEM NO. 1 DISTRIBUTION SYSTEM MINOR LOSS WORKSHEET LPD-DRAINFIELD SYSTEM NO. 2 DISTRIBUTION SYSTEM MINOR LOSS WORKSHEET 11'-7" A B C D E F G A B C D E F G LINE FITTING QUANT. DIA. EQUIV. FLOW HEAD LINE FITTING QUANT. DIA. EQUIV. FLOW HEAD 4" Diom, NO. LENGTH LOSS NO. LENGTH LOSS BLOCKOUT (in) (ft) (GPM) (ft) (in) (ft) (GPM) (ft) FOR CONTROLS 16 TEE 1 1.049 8.5 7.22 0.258 32 TEE 1 1.049 8.5 7.22 0,258 EXP. 1 1.380 2.5 7.22 0.020 EXP. 1 1.380 2.5 7.22 0.020 2" QUICK 1 /4 BEND 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 COUPLING PIPE 1 1.049 2.0 7.22 0.061 PIPE 1 1.049 2.0 7.22 0.061 15 TEE 1 1.380 8.5 7.11 0.066 31 TEE 1 1.380 8.5 7.11 0.066 r,N 2" PVC 1 /4 BEND 1 1.380 2.5 7.11 0.019 1 /4 BEND 1 1.380 2.5 7.11 0.019 0 GATE VALVE PIPE 1 1.610 2.0 7.11 0.007 PIPE 1 1.610 2.0 7.11 0.007 ;0 14 TEE/RED. 1 1.380 8.5 7.25 0.068 30 TEE/RED. 1 1.380 8.5 7.25 0.068 1 /4 BEND 1 1.380 2.5 7.25 0.020 1 /4 BEND 1 1.380 2.5 7.25 0.020 PIPE 1 1.610 2.0 7.25 0.008 PIPE 1 1.610 2.0 7.25 0.008 13 TEE 1 2.067 5.8 7.20 0.006 29 TEE 1 2,067 5.8 7.20 0.006 RED. 1 1.610 0.9 7.20 0.003 RED. 1 1.610 0.9 7.20 0.003 1 /4 BEND 1 1.380 3.5 7.20 0.028 1 /4 BEND 1 1.380 3.5 7.20 0.028 RED. 1 1.380 0.9 7.20 0.007 RED. 1 1.380 0.9 7.20 0.007 8" BLOCKOUT PIPE 1 2.067 2.0 7.20 0.002 PIPE 1 2.067 2.0 7.20 0.002 w/PRESS SEAL BALL VALVE(2") 1 2.067 50.0 28.79 0.722 BALL VALVE(2-) 1 2.067 50.0 28.79 0.722 FOR 2" PIPE 1 /4 BEND 2 2.067 3.5 28.79 0.101 1 /4 BEND 2 2.067 3.5 28.79 0.101 PIPE 1 2.067 130.0 28.79 1.876 PIPE 1 2.067 130.0 28.79 1.876 total: 3.29 totall: 3.29 12 TEE 1 1.049 8.5 7.22 0.258 28 TEE 1 1.049 8.5 7.22 0.258 EXP. 1 1.380 2.5 7.22 0.020 EXP. 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 PLAN \AEy PIPE 1 1.049 2.0 7.22 0.061 PIPE 1 1.049 2.0 7.22 01.061 30" x 48" ALUMINUM 11 TEE 1 1.380 8.5 7.11 0.066 27 TEE 1 1.380 8.5 7.11 0.066 //- ACCESS HATCH 1 /4 BEND 1 1,380 2.5 7,11 0.019 1 /4 BEND 1 1.380 2.5 7.11 0.019 (S1 R - 3048) PIPE 1 1.610 2.0 7.11 0.007 PIPE 1 1.610 2.0 7.11 0.007 10 TEE/RED. 1 1.380 8.5 7.25 0.068 26 TEE/RED. 1 1.380 8.5 7.25 0.068 TOP OF MANHOLE=824.00 1 /4 BEND 1 1.380 2.5 7.25 0.020 1 /4 BEND 1 1.380 2.5 7.25 0.020 PIPE 1 1.610 2.0 7.25 0.008 PIPE 1 1.610 2.0 7.25 0.008 ` 9 TEE 1 2.067 5.8 7.20 0.006 25 TEE 1 2.067 5.8 7.20 0.006 RED. 1 1.610 0.9 7.20 0.003 RED, 1 1.610 0.9 7.20 0.003 UNDERGROUND CONDUIT TO CONTROL PANEL o I 1 /4 BEND 1 1.380 3.5 7.20 0.028 1 /4 BEND 1 1.380 3.5 7.20 0.028 AS REQUIRED. SEE PANEL CONCEPT THIS SHEET. cl' RED. 1 1.380 0.9 7.20 0.007 RED. 1 1.380 0.9 7.20 0.007 r2t PIPE 1 2.067 2.0 7.20 0.002 PIPE 1 2.067 2.0 7.20 0.002 00 X' BALL VALVE(2") 1 2.067 50.0 28.79 0.722 BALL VALVE(2") 1 2.067 50.0 28.79 0.722 5,000 PSI 1 /4 BEND 2 2.067 3.5 28.79 0.101 1 /4 BEND 2 2.067 3.5 28.79 0.101 N (10 REINFORCED PIPE 1 2.067 90.0 28.79 1.299 PIPE 1 2.067 90.0 28.79 1.299 I171 CONCRETE total: 2.72 tot,ol: 2.72 8 TEE 1 1.049 8.5 7.22 0.258 24 TEE 1 1.049 8.5 7.22 0.258 2" PVC '; EXP. 1 1.380 2.5 7.22 0.020 EXP. 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0,020 1 /4 BEND 1 1,380 2.5 7.22 0.020 +36" ALARM PIPE 1 1.049 2.0 7.22 0.061 PIPE 1 1.049 2.0 7.22 0.061 7 TEE 1 1.380 8.5 7.11 0.066 23 TEE 1 1.380 8.5 7.11 0.066 1 /4 BEND 1 1.380 2.5 7.11 0.019 1 /4 BEND 1 1.380 2.5 7.11 0.019 .. i +30" LAG PIPE 1 1.610 2.0 7.11 0.007 PIPE 1 1.610 2.0 7.11 0.007 6 TEE/RED. 1 1.380 8.5 7.25 0.068 22 TEE/RED. 1 1.380 8.5 7.25 0.068 LIFTING 2" CHECK VALVE 1 /4 BEND 1 1.380 2.5 7.25 0.020 1 /4 BEND 1 1.380 2.5 7.25 0.020 +24" LEAD PUMP ON CHAINS z PIPE 1 1.610 2.0 7.25 0.008 PIPE 1 1,610 2.0 7.25 0.008 5 TEE 1 2,067 5.8 7.20 0.006 21 TEE 1 2.067 5.8 7.20 0.006 RED. 1 1.610 0.9 7.20 0.003 RED. 1 1,610 0.9 7.20 0.003 1 /4 BEND 1 1.380 3.5 7.20 0.028 1 /4 BEND 1 1.380 3.5 7.20 0.028 RED. 1 1.380 0.9 7.20 0.007 RED. 1 1.380 0.9 7.20 0.007 PIPE 1 2.067 2.0 7.20 0.002 PIPE 1 2,067 2.0 7.20 0.002 + 10" PUMP OFF BALL VALVE(2")1 2.067 50.0 28.79 0.722 BALL VALVE(2")1 2.067 50.0 28.79 0.722 y; ! 1 /4 BEND 2 2.067 3.5 28.79 0.101 1 /4 BEND 2 2.067 3.5 28.79 0.101 PIPE 1 2.067 50.0 28.79 0.722 PIPE 1 2.067 50.0 28.79 0.722 ; total: 2.14 totol: 2.14 4 TEE 1 1.049 8.5 7.22 0.258 20 TEE 1 1.049 8.5 7.22 0.258 EXP. 1 1.380 2.5 7.22 0.020 EXP. 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 PIPE 1 1.049 2.0 7.22 0.061 PIPE 1 1.049 2.0 7.22 0.061 3 TEE 1 1.380 8.5 7.11 0.066 19 TEE 1 1.380 8.5 7.11 0.066 SECTION MEW 1 /4 BEND 1 1.380 2.5 7.11 0.019 1 /4 BEND 1 1.380 2.5 7.11 0.019 PIPE 1 1.610 2.0 7.11 0.007 PIPE 1 1.610 2.0 7.11 0.007 2 TEE/RED. 1 1.380 8.5 7.25 0.068 18 TEE/RED. 1 1.380 8.5 7.25 0.068 1 /4 BEND 1 1.380 2.5 7.25 0.020 1 /4 BEND 1 1.380 2.5 7.25 0.020 PIPE 1 1.610 2.0 7.25 0.008 PIPE 1 1.610 2.0 7.25 0.008 2000 GALLON PUMP STATION 1 TEE 1 2.067 5.8 7.20 0.006 17 TEE 1 2.067 5.8 7.20 0.006 NOT TO SCALE RED. 1 1.610 0.9 7.20 0.003 RED. 1 1.610 0.9 7.20 0.003 1 /4 BEND 1 1.380 3.5 7.20 0.028 1 /4 BEND 1 1.380 3.5 7.20 0.028 RED. 1 1.380 0.9 7.20 0.007 RED. 1 1.380 0.9 7.20 0.007 PIPE 1 2.067 2.0 7.20 0.002 PIPE 1 2.067 2.0 7.20 0.002 BALL VALVE(2-)1 2.067 50.0 28.79 0.722 BALL VALVE(2")1 2.067 50.0 28.79 0.722 1 /4 BEND 2 2.067 3.5 28.79 0.101 1 /4 BEND 2 2.067 3.5 28.79 0.101 PIPE 1 2.067 10.0 28.79 0.144 PIPE 1 2.067 10.0 28.79 0.144 total: 1.56 total: 1.56 VISUAL ALAR AUDIBLE ALAR STEEL ANGLE SUPPORTS FOR - COMPONENTS. ASSEMBLE USING STAINLESS STEEL HARDWARE. BELL 115V 0 LARM H 0-A 2.3- H 0-A PUMP ON LIGHT 2" 0 GALVANIZED PIPE SUPPORTS UG CONDUIT PANEL CONCEPT NOTES: 1. VERIFY ALL EQUIPMENT DIMENSIONS FOR PROPER FIT PRIOR TO FABRICATION OF RACK. 2. LOCATE AND GROUND RACK AS REQUIRED. 3. PROVIDE PVC OR GALVANIZED STEEL CONDUITS FOR ALL ELECTRIC CABLES AT THE PROPER SIZE AND LENGTH. 4. FURNISH APPROPRIATE METER SOCKET. 5. COORDINATE THE INSTALLATION OF PERMANENT POWER WITH THE LOCAL UTILITY. Ilk 36"----,�' CONTROL PANEL MOUNTING DETAIL NOT TO SCALE t N 18' DIA. CONCRETE FTG. Discharge Pipe TEE 1 2.067 PIPE 6 2.067 RED. 2 2.067 1 /4 BEND 2 2.067 CHECK VALVE 1 2.067 5.8 115.15 2.0 115.15 0.9 115.15 4.0 115.15 14.0 115.15 1.088 2,251 0.338 1.501 2.626 total: 7.80 TOTAL: 17.51 COLUMN REMARKS A line ID B type of fitting C number of fittings D fitting diameter E equivalent line length F flow from DISTRIBUTION SYSTEM BALANCE WORKSHEET G C x E x (F/0.281 X 150 x D-2.63))- 1.85 Discharge Pipe TEE 1 2.067 PIPE 1 2.067 RED. 2 2.067 1/4 BEND 2 2.067 CHECK VALVE 1 2.067 5.8 115.15 12.0 115.15 0.9 115.15 4.0 115.15 14.0 115.15 1.088 2.251 0.338 1.501 2.626 total: 7.80 TOTAL: 17.51 COLUMN REMARKS A line ID B type of fitting C number of fittings D fitting diameter E equivalent line length F flow from DISTRIBUTION SYSTEM BALANCE WORKSHEET G C x E x (F/0.281 X 150 x D-2.63))-l.85 GENERAL - furnish and install a complete non -clog sewage pumping system consisting of : 2 Myers MW200 submersible non -clog sewage pumpsS and SRA-200 lift -out roil systems, valves, controls, access cover and all other appurtenances to make a complete system. COMPONENTS - Each lift -out roil system shall consist of a cost iron discharge base, cost iron pump carrier and sealing plate, and cast iron elbow. All exposed nuts, bolts, and fasteners shall be of 300 series stainless steel. ELBOW - Discharge elbow shall be 2" x 2" and shall be integral to the base assembly. SEALING - A sealing plate shall be threaded to the pump. A simple downward sliding motion of the pump and guide plate on the guide rails shall cause the unit to be automatically connected and sealed to the base. The open face of the sealing plate shall have dove -tolled groove machined into the face to hold a sealing "o"-ring. The "o"-ring shall provide a redundant leok-proof seal at all operating pressures. GUIDE RAILS - Two roil pipes shall be used to guide the pump from the surface to the discharge base connection. The guide roils shall be 3/4 inch schedule 40 galvanized steel pipe. The weight of the pump shall bear solely on the discharge base and not on the guide roils. The guide roil shall be firmly attached to the access hatch frame. LIFTING CHAIN - An adequate length of galvanized steel lifting chain shall be supplied for removing the pump. The chain shall be of sufficient length to provide ease of removal. PUMP MODEL - Each pump shall be F. E. Myers Model MW200 sewage pump. The pump shall have a capacity of 115 GPM at a total head of 42 feet and shall use a 2.0 HP motor operating at 3450 RPM. MOTOR - Pump motor shall be of the submersible type rated 1 HP as required. Motor shall operate at 3450 RPM and shall be for 230 volts three phase, 60 cycles. Three phase motors shall be squirrel coge induction type. Stator winding shall be of the open type with Class B insulation rated for 130o C (266o F) maximum operating temperature. The winding housing shall be filled with a clean high dielectric oil that lubricates bearings and seals and transfers heat from windings and rotor to outer shell. The motor shall be capable of operating over the full range of the performance curve without overloading the motor and causing any objectionable noise or vibration. Boll bearings shall be designed for 50,000 hours B-10 life. A heat sensor thermostat and overload shall be attached to the top end of the motor winding and shall be wired in series with the windings to stop the motor if the temperature of winding is more than 120o C (248oF). The overload thermostat shall reset automatically when the motor cools to safe operating temperature. Three phase motors shall be protected by 3 leg overload relay in the control box. Overload shall be of the quick trip ambient compensated type and shall hove a manual reset button. SHAFT SEAL - The motor shall be protected by a rotating mechanical shaft seal. The seal shall have carbon and ceramic seal faces lopped to a tolerance of one light bond. A double electrode shall be mounted in the seal chamber to detect any water entering the chamber through the lower seal. Water in the chamber shall cause a red light to turn on at the control box. This signal shall not stop the motor but shall act as a warning only, indicoting service is required. PUMP IMPELLER - The impeller shall be of the two vane enclosed type. The impeller shall be constructed of A48 Class 30 cost iron or optional bronze. A replaceable Buno-N sealing cap shall effect a seal between the volute and the impeller in order to maintain high efficiency and prevent recirculation. The impeller shall be threaded onto the 416 stainless steel pump/motor shaft. PUMP AND MOTOR CASTINGS - All costings shall be of high i?nsile cost iron and shall be treated) with phosphate rinse and pointed with a high quality air dry olkyd enomel. POWER CORD - The motor power cord shall be SOW/SOWA. The cable jacket shall be sealed of the motor entrance by means of a rubber compression washer and compression nut. A heat shrink tube filled with epoxy shall seal the outer cable jacket and the individual lead to prevent water from entering the motor housing. DUPLEX CONTROL PANEL A Nemo 4X fiberglass panel shall be furnished with each pumping unit to be installed, as shown on the plans. The control panel enclosure shall be molded of gloss reinforced polyester resins which are chemically resistant to corrosive atmospheres. The resin shall be pigmented to import a gray color to the enclosure and be resistant to ultraviolet light. The panel shall include main disconnect breakers, alarm circuit fuse, control circuit fuse. I.E.C. rated motor starter with 3-pole ambient compensated bimetal overload relays, pump hond-off-outo switches (momentary in the hand position), alarm test switch, pump run lights, alternator relay (solid state), override relay, control transformer with primary fusing, terminal blocks, two ground lugs, and all necessary wiring and brackets. The pumps shall be wired to alternate operation as well as in series. The control panel shall be fitted with a red lxon (polycorbonoted) alarm light. The light shall be approximately 3" high by 3 1 /2" diameter. The globe shall be mounted on top of the enclosure with a neoprene gasket. The lens cannot be removed form the exterior of the enclosure. The lens may be removed by entering the interior of the enclosure and removing four (4) If 8 screws. The bulb shall be 40 watt minimum high intensity -medium base type. The bulb shall be easily replaced by removing o thumb screw from the support bracket on the interior of the panel. The alarm shall have a bright glow and flash during high water conditions. The alarm light will go out when the water level drops. All internal wiring shall be neat and color coded. Each wire shall be a different color or stripe (except for grounds), and all incoming wires shall terminate into a box clop type terminal block. All control wires shall be 14 Go. Type TEW rated for 105oC. A schematic diagram (showing wire color) shall be permanent!) fastened to the inside of the enclosure. An Installation and Service Manual shall also be included with each control panel. The control panel shall be U.L. listed as on assembly. LPD PUMPS-2 PUMPS REQUIRED PUMP HEAD WORKSHEET A B C D E F G H I J K L PUMP PUMP DISCHARGE ELEV. LINE FLOW LINE LINE FRICT. MINOR SYSTEM PUMP ELEV. ELEV. HEAD DIA, VEL. LENGTH LOSS LOSSES HEAD HEAD (ft) (in) (GPM) (fps) (ft) (ft) (ft) (ft) (ft) 1 815.0 825.0 10 2.067 115.15 11.02 18 3.38 17.51 11.69 42.58 2 815.0 825.0 10 2.067 115.15 11.02 25 4.69 17.51 11.69 43.89 COLUMN REMARKS A pump ID B pump invert elevation C elevation at high point of delivery pipe D C - B E discharge line diameter F delivery pipe flow G =(F x 0.002228)/(3.14 x (E/24)-2) H delivery pipe length I =H x (F/(0.281 x 150 x E-2.63))-1.85 J from MINOR LOSS WORKSHEET K head from distribution system -cumulative system head L =D + I + K + J 0 80 70 - w 50 PIA 0 40 - a ~0 30 - F_ 20 - 10 - 0 0 CAPACITY LITERS PER MINUTE 100 200 300 400 500 600 M�?oo Mwrso ----- -Mfyroo 4;p, -- - - - I - 20 15 w -5 I -t-- 0 20 40 60 80 100 120 140 160 180 CAPACITY GALLONS PER MINUTE PUMP CURVE 0 w O CC a N \ L"j 0o Q _IZI 1- C.� ix Q N Z_ Z�II�C"7 -� j w w W W C CL F"'. Z N � O CD � U CO cc be =WV � W W !- be p W Ir cz C.LL&. Q ca a O O N a� '=' r N I) �O 00 V N r- I- N � to l I � N N ,a (0 c0 xrn OO .o L ° o ai m N 0 -C-C -C 41 CL � V _N x In 3 6 l0 N O K) TH Op VN 1 u TA1101}R. &MAKU a No. 18260 It It 8/0 L G ��w ti `;IONAL SURVEY: C.I .: N/A N /A DRAWN: JOB NO.: JCL 0002007 SCALE: DATE: AS SHOWN 09/19/02 SHEET: 9 /11 .> LPD-DRAINFIELD SYSTEM NO. 1 DISTRIBUTION SYSTEM BALANCE WORKSHEET A B C D E F G H 1 J K L M N 0 P LINE DISTAL HOLE NO. OF FLOW/ LAT. MANI. LINE HOLE MANI. MANI. MANI. MANI. ELEV. PRE -LINE FIELD NO. HEAD SIZE HOLES/ HOLE FLOW FLOW LENGTH SPACE DIA. VEL. LENGTH FRICT. FROM PRE DESIGN ELEV. PRES. LINE LOSS LAT. HEAD LAT. (ft) (in) (gpm) (gpm) (gpm) (ft) (in) (in) (fps) (ft) (ft) (ft) (ft) 16 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 826.5 15 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 826.2 14 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0,171 0.30 2.92 825.9 13 2.92 0.1875 10 0,720 7.20 28.79 50 59 2.067 2.75 825.6 FLOW VARIATION = 1.96% 12 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 825.5 11 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 825.2 10 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 824.9 9 2.92 0.1875 10 0,720 7.20 28.79 50 59 2.067 2.75 824.6 FLOW VARIATION = 1.96% 8 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 824.5 7 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 824.2 6 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 823.9 5 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 823.6 FLOW VARIATION = 1.96% 4 1.50 0.1875 14 0.516 7.22 7.22 50 41 1,049 2.68 6 0.182 0.30 1.98 823.5 3 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 823.2 2 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 822.9 1 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 822.6 FLOW VARIATION = 1.96% FLOW RATE TO DRAINFIELD SYSTEM NO. 1= 115.15 gpm CUMULATIVE SYSTEM HEAD= 11.69 feet TOTAL FLOW VARIATION = 1,96% LPD-DRAINFIELD SYSTEM NO, 2 DISTRIBUTION SYSTEM BALANCE WORKSHEET A B C D E F G H 1 J K L M N 0 P LINE DISTAL HOLE NO. OF FLOW/ LAT. MANI. LINE HOLE MANI. MANI. MANI. MANI. ELEV. PRE -LINE FIELD NO. HEAD SIZE HOLES/ HOLE FLOW FLOW LENGTH SPACE DIA. VEL. LENGTH FRICT. FROM PRE DESIGN ELEV. PRES. LINE LOSS LAT. HEAD LAT. (ft) (in) (gpm) (gpm) (gpm) (ft) (in) (in) (fps) (ft) (ft) (ft) (ft) 32 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 828.0 31 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 827.7 30 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 827.4 29 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 827.1 FLOW VARIATION = 1.96% 28 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 827.1 27 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 826.8 26 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 826.5 25 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 826.2 FLOW VARIATION = 1.96% 24 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 826.0 23 1.98 0.1875 12 0.593 7.11 14.33 50 48 1,38 3.08 6 0.170 0.30 2.45 825.7 22 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 825.4 21 2.92 0.1875 10 0.720 7,20 28.79 50 59 2.067 2.75 825.1 FLOW VARIATION = 1.96% 20 1.50 0,1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 825.0 19 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 824.7 18 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 824.4 17 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 824.16 FLOW VARIATION = 1.96% FLOW RATE TO DRAINFIELD SYSTEM NO. 1= 115.15 gpm CUMULATIVE SYSTEM HEAD= 11.69 feet TOTAL FLOW VARIATION = 1.96% COLUMN REMARKS A lateral ID B lines 16, 12, 8, & 1 assume a beginning distal head value of 1.0 ft. to 4.0 ft. C lateral hole diameters(3/16") D number of holes to be in the lateral E=(19.636 x 0.61) x C-2 x B-0.5; orifice flow F =D x E;Cumulotive flow per lateral G cumulative manifold flow H length of lateral I =(H-4) x 12/(D-1); spacing between lateral holes(3' to 5') J manifold diometer(SCH 40 PVC) K =(G x 0.002228)/(3.14 x (J/24)" 2); manifold flow velocity L manifold distance to next distribution tee M L x (G/(0.281 x 150 x J-2.63))- 1.85 -manifold friction lass using HW C=150 N change in invert from previous lateral 0 =B+M+N; pressure head at previous distribution tee P proposed field lateral invert elevation BACKFILL AS REQUI 4'-1 1/4"0 SCH 40 CLEAR PVC RISER(TEMP.) MALE THREAD 4" 0 PVC SLEEVE AND END CAP TO BE INSTALLED AT END OF JOB FINISHED GROUND SURFACE-- _ - , FEMALE END &CAP T 1 1/4" RISER TO GROUND SURFACE -- ( -+--- FILTER CLOTH 90 DEG. ELL t ' I-- ` 1 /2" - 3/4" GRAVEL PER TYPICAL SECTION _iT-F LATERAL END TREATMENT NOT TO SCALE 32 REQUIRED PRnPngFn nRAnF :ADED END AND CAP )R 6" RISER (LENGTH VARIES) 4 X 4 WYE OR 6X4WYE SANITARY LATERAL FLOW STANDARD POLYETHYLENE RISER WITH CAST IRON LID (OR EQUAL) 0 M 0 10 LIFTING -\ HANDLE ---ail 'A ���______...______ III I t It Itt t tt tl t itt t!t I It C I{ t Itt B LB !I I tll {! STAINLESS STEEL 1; i it PAD LOCK LUG t! PRESSURE LOCKS {I i 111! (3) II! I tt Et t j!I tjl a ;rat 1/4" THICK DIAMOND ti i tit atj I !4 PAT. ALUM. COVER :I {�1 x,! z PLATE li i tit � MOUNTING HOLES FIELD LOCATE & DRILL III II t {II Itlt '-----------=---' Iltl li1 x i ICI 14---�-�--x - ,c--_----- A OPENING B OVERALL PLAN s SEAL N �A OPENING SECTION A --A MODEL NO. DIMENSIONS UNIT WT. A B C D F1 R242t4a 24t" 30" 2f4S" 30" 66 LB.. 1�1..s�i3 .�30(�" .ji�- T�,.+�Y �r)� L((i..�„ i-13'. ,.,���,f=.i vi cis `'F�9f )'i tay <<5� f{� S..I, F{1R3048 30" 36" 48" 54" 1113 LB.. DIM Q W s s1. & ALUM. ►q ITIVE OOPENNAA M 10" FORCE MAIN �N ' �4•• N SECTION CONCRETE THRUST BLOCKS NOT TO SCALE REQUIRED AT ALL BENDS IN FORCE MAIN DIMENSIONS SHOW ARE MINIMUMS. FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL OR CRUSHED AGGREGATE TYPICAL PIPE BEDDING DETAIL NOT TO SCALE HALLIDAY PRODUCTS SERIES F1 R ACCESS DOOR (FLOODTIGHT REGULAR) STANDARD FEATURES: • STAINLESS STEEL HOLD OPEN ARM WITH POSITIVE LOCKING • STAINLESS STEEL HINGES AND ATTACHING HARDWARE STAINLESS STEEL PRESSURE LOCKS • 1/4" NEOPRENE COMPRESSION GASKET • SINGLE LEAF CONSTRUCTION • 625 LB.. PER SO. FT. LOAD RATING * 10 YEAR GUARANTEE PECIFICATION THE F1R SERIES (SINGLE LEAF) ACCESS FRAMES AND COVERS AS MANUFACTURED BY HALLIDAY PRODUCTS, INC. OF ORLANDO. FLORIDA SHALL HAVE A 1/4- THICK. MILL FINISH. ALUMINUM FRAME DESIGNED FOR SURFACE MOUNTING. DOOR PANEL SHALL IBE 1/4" ALUMINUM DIAMOND PLATE. REINFORCED TO WITHSTAND A 10 FOOT COLUMN OF STATIONARY WATER, OR APPROXIMATELY 625 LB.. PSF. THE DOOR SHALL INCORPORATE A 90' RETURN FLANGE AROUND THE PERIMETER. STAINLESS STEEL PRESSURE LOCKS SHALL BE PROVIDED TO WORK IN CONJUNCTION WITH A 1/4" THICK NEOPRENE COMPRESSION GASKET. MOUNTED TO THE UNDER SIDE OF THE DOOR, TO INSURE MINIMAL WATER INTRUSION. DOOR SHALL OPEN TO 90' AND AUTOMATICALLY LOCK WITH A STAINLESS STEEL HOLD OPEN ARM WITH ALUMINUM RELEASE HANDLE. HINGES AND ALL FASTENING HARDWARE SHALL BE STAINLESS STEEL. UNIT SHALL LOCK WITH PAD LOCK LUGS. UNIT SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND/OR WORKMANSHIP FOR A PERIOD OF 10 YEARS. (oOVER s+oww tN OPEN pCaToN) SECTION B-B 1/4" W/TAMM PROOF FASTENERS M L Gk%V - ALUM. BLK. 1/2 X 2 X 3" (TAP FOR HIMM) �-L 3 X 3 X 1/4 (FRAME) HATCH DETAILS NOT TO SCALE PROVIDE PAD LOCKS AND KEYS FOR EACH HATCH. NEOPRENE GASKET EGSTEMLESS STEEL t11111 1 F� PRESSURE LOCK ---1/4" X 2" ALUM. PLATE REINF. (AS REQUIRED) SECTION C-C 00 0 I- 7.; �- 24" ORIGINAL GROUND BACKFILL _ FILTER CLOTH I TERRATEX NO. 2 OR EQUAL MIN. 2" OF 1/2"-3/4" ABOVE PIPE 1-1 /4" DISTRIBUTION PIPE 8" OF 1 /2" 1 /2"-3/4" BEDDING -W,- _. :W UNDISTURBED GROUND TYPICAL TRENCH DETAIL NOT TO SCALE 24"-4 1-1/4" ELBOW 1-1/4" LATERAL AT REQ'D ELEVATION 1-1/4" RISER INCREASER BUSHING 1" x 1" TEE OR ELBOW 1 " MANIFOLD EARTH DAM z d' N 1" MANIFOLD RISER DETAIL NOT TO SCALE ALL PIPE & FITTINGS TO BE SCH 40 PVC .}� 24" Ld 00 =_- 1-1/4" ELBOW 1-1/4" LATERAL AT REQ'D ELEVATION 1-1 /4" RISER 1-1/4" x 1-1/4" TEE 1-1/4" MANIFOLD � i�-I �#d I 1=1 EARTH DAM Nt N 1--1 Z4 MANIFOLD RISER DETAIL NOT TO SCALE ALL PIPE & FITTINGS TO BE SCH 40 PVC 24" -�' 1-1/4" ELBOW 1-1/4- LATERAL AT REQ'D ELEVATION 1-1/4" RISER 1-1/2" x 1-1/4" TEE 1-1/2" MANIFOLD EARTH DAM 1--1 Z2' MANIFOLD RISER DETAIL NOT TO SCALE ALL PIPE & FITTINGS TO BE SCH 40 PVC OO 0 s77 i, I d- N 1-1/2" ELBOW W\REDUCER BUSHINGS 1-1/4- LATERAL AT REQ'D ELEVATION 1-1/2" RISER REDUCER BUSHING 2" x 2" TEE 2" MANIFOLD EARTH DAM 2" MANIFOLD RISER DETAIL NOT ALL TO SCALE PIPE & FITTINGS TO BE SCH 40 PVC CJ z W cc OC3 �W O� G� N �W cm OG = =W ]G a z O J 0- 0 u �CZ" -dr iW w r..) J > 9 w W W :z G9 ��'.!► V m WLAJ CC Fes---Y1p i/fC�UW CLULA. w •rl,� O 0 W a 0 0 (�^ N ft f r- N ►') 3 V)O N � to I I O NN (D (0 0(00 o �U 00 T3 h k_ d� nN M � O tS- t CIL U N X V) LL N Q O ,TH OF "�'•IA f um 41 tom. 826Q ,� 11 I,41o2 tiw tag ItoNAL �G URVEY: /A N /A DRAWN: JOB NO.: JCL 0002007 SCALE: DATE: AS SHOWN 09/19/02 SHEET: 10 /11 STORM SEWER PROFILE — CULVERT #1 SCALES: (H) 1" =50.0' (V) 1" - 5.0' 835 835 830 PROP. GRADE 830 EX. GRADE 825 _ 825 PROP. 40.00'-1 "0 RCP ' CL. III 0 0.75% SLOPE 820 -- 820 I I Wo w n: a: 0 O� 00 XLL N F- go O 0 0 Z > t > - + _ 10+00 11 +00 HEAVY 2" SM-2A BIT, CONC. SURFACE COURSE ` 3" BM-2 BIT. CONC. BASE COURSE 8" 21-A ---+- ::::::::: STONE BASE - - - COMPACTED SUBGRADE STORM SEWER PROFILE — CULVERT #2 SCALES: (H) 1" =50.0' (V)1"5.0' 830 830 825 PROP. GRADE 825 EX. GRADE 820— 820 '- -PROP. P CL. III III ® 3..50% SLOPE 815 w o LiI ar, a-0 00 O N 00 0? > �_--__--. 4 Z i _ 10+00 11 +00 PAVEMENT DETAILS N. T. S. LIGHT 2" SM-2AL BIT. CONCRETE -•- SURFACE COURSE 6" 21-A----------------- STONE BASE COMPACTED SUBGRADE --�► .t` _- . N0 ET • THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB RETURNS IN THE MAIN DRIVEWAY AISLES. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS. COMBINATION 6" CURB & GUTTER N. T. S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6" r- I 6" 2'- O't- r i Z COMBINATION 6" CURB & GUTTER REVERSED N. T. S. 6" 'r k 1 r , 2' R T' . • cD 6"-�--- 2'-0"--'� CONCRETE SIDEWALK DETAIL N.T.S. EXP. JNT. MATERIAL or as shown an pans Slope: 1 /4":1- 0" -iE--• 1 a=i Rh )(0- 0 0 o 0 0 QC40�'O�l3 CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC 6"x6"xW1.4xW1.4 WWM 19 1 GOLF CART PATH 2" 2M'-2AL BIT. CONCRETE --� SURFACE COURSE 4" 21- A — --•" STONE BASE COMPACTED SUBGRADE---+► 2" W J�• I- 7"-� -- 2'- 0"--) CG-7 COMBINATION 4" CURB & GUTTER N.T.S. (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) "0 DOWELL HOLE r 6'-0" FRONT VIEW BOLLARD DETAIL N. T. S. 6"0 CONC.-FILLED STEEL PIPE PAINT YELLOW FINISHED GRADE 18"0 CONC. BASE (3000 psi) HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUND HANDICAP PARKING DETAIL N. T. S. %31 HANDICAP SIGN NOTES: HANDICAP SIGN DETAIL N.T.S. 1, ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. ' 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. EXPANSION JOINT MATERIAL --------\ 4" CONCRETE WALK 4" VDOT STONE BEDDING UNDISTURBED OR COMPACTED EARTH STAIR DETAIL 1"•, N.T.S. " x 18" STND. 12" x 6" STD. 'ND. U-CHANNEL POST IROP. GROUND RESE§VED PARKING VAN ACCESSIBLE TOAM-AYtAY 2p! VAN ACCESSIBLE SIGN 5/8" --- NON -SLIP NOSING & ANCHOR (Typ.) -- NON -SLIP SURFACE ON STEPS & LANDINGS (Typ.) - CONCRETE STAIRS t #3 REBAR (Typ.) #4 REBAR 0 12" o.c. E.W. NOTE: SEE SITEPLAN FOR NUMBER OF TREADS AND RISERS AND THE HEIGHT OF THE RISER NEEDED. TYPICAL TRENCH DETAIL FOR STORM SEWER SYSTEM N.T.S. 1•--0.0. 4 24'—y FINAL BACKFILL -s CAREFULLY COMPACTED f SELECT BACKFILL t 'oa+zocnao v�oteooc�u IID 44b bb 6+33 bbobbD'-: L)1 CRUSHED AGGREGATE 904Sp44C4-S1304{1RP7R�9 ouunoo700r G o04�* JdOUL4 (z COGbOOD CO 6LS {,C COb C. _{j 06400066 40000Ct30L+ C>74 049 '_' 0 n ,7 i n :?'00110 +so400 s uosfio i Ob62 4 OlT04G CRUSHED AGGREGATE NOTE: • 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION PRE —CAST WHEEL STOP DETAIL N.T.S. 1 "o DOWELL HOLE PROP. 6' CAR STOP • •'r EX. PAVEMENT STRUCTURE 5/8"008" STEEL DOWELL ,Y DUMPSTER ENCLOSURE & FENCE DETAIL N.T.S. o��:ems -- 4" DRAIN TO STORM SEWER •• l oPE ,--4" CONCRETE LANDING 4" VDOT STONE BEDDING VAPOR BARRIER k kIF tk kl kl Irrll-sk a€— UNDISTURBED OR COMPACTED EARTH 2x6 TOP RA 1 x6 BOARD, FRONT & BI TOE NAIL E) W/ 2-8d N, (EA. RAIL) 8'- 4x4 POS 2x6 BOTTON ATTACH RAI W/ 3-1 Od D (EA. RAIL) 12" DIA. PO FILL W/CONI NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. VA. RTE. 621 - W[ERRIMAN'S LANE k TYPICAL W CNING DETAIL AT ENTRANCE 14 N.T.S. 5 I 3 EX. LANE (12'+/-) 14' VARIABLE I I 3 1 �.OPE M ) .. SLOPE 04 ..'.:'.'.'.'.'.'.:.'.'.' ....... cc-6 rii-:111 �S .............. ...... Q,2" �! SM-12.5A » _�1—����1-�� �4,��;�� 3 BM-25.0 ��Tikili�i,,;,r�}���i W � 7d' ; EX. SURFACE OF 8" 21-B 12" � BIT. CONC. COMPACTED SUBGRADE rn EX, BASE I COURSE OF BIT. CONC. W I EX. STONE BASE I CONCRETE APPROACH APRON & DUMPSTER PAD DETAIL N.T.S. 12'W x 12' (OR AS SHOWN ON PLANS) Slope: As Per Pion 6" STONE BEDDING L— 6" TYPE "A" CONC. (3000 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. a" �1>_ p Go N L4.1 Go Q q W 'C7 0 O � C9 a W � OC W 0 _ � W L&jU cz C.� � O 0 z 3 0 PR. STREET OR 2 R 0 AISLE APPROACH TO r _ 8 1 /2" i 3i BE THE SAME AS L �'' ,� U c '�'� A MAINLINE ROADWAY. : ...,.. _ S ID x (RADIUS TO BE A) i C a (RADIUS TO BE AS CLASS A3 _ ' ), ±Cy�J`. I e ' 0 3 �H _ SHOWN .. 'LL --- OWN ON PLANS — 1 ��S) � E.S) F— ON TE CONTINUOUS i N #4 REBAR �`_ - s SECTION C—CoMM CONSTRUCT GRADE CHANGES WITH AO•♦RADIAL BINATTTER PARABOLIC CURVE.ENDVIEW -4'--r CURB . G _6)6" SIDEWALKI t (STb. CG-6) ® WHEN THE ENTRANCE RADII CANNOT _6" ACCOMMODATE THE TURNING REQUIREMENTS EXPANSION JOINT — (.pp EXPANSION JOINT OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE 2` CURB RAMPS A FLOW I WI N N THE DEPTH FOR LIMITS CXK ='JD RADII SHOULD BE PITH O'P d" N TE: W9DTH "B". y 0` MAINLINE ROADWAY INCREASED TO 7`, 4� Lj 2" 0' -- — --� 2 —*� ,g SHOWN ON TYPICAL +Q PRE -CAST CAP- �- CTION. 1 WHEN STADARD CG-11 IS USED FOR p (TYP) — —BRICK CAP ENTRANCES BUILT IN CONJUNCTION WITH �— 3 t' PRE —CAST CAP (Typ.) PLAN MEW VDOT (Typ.) FOLLOWINOGCTS, PLEASE NOTE THE T ^ .: ti MAINLINE PAVEMENT SHALL 8E CONSTRUCTED 8% MAX. ti. 9 EDGE OF SHOULDER OR 1 D TO THE R/W LINE (EXCEPT ANY SUBGRADE N 1 60 OPTIONAL FLOW LINE PARAIC SLOPE CHANGE STABILIZATION REQUIRED FOR MAINLINE PVMT. CClll1RR D WHICH CAN BE OMITTED IN THE ENTRANCE.) , y its BR1� WALL -- � RADIAL CURB OR COMBINATION CURB AND O 0?_ {{iice� # MAINLINE ROADWAY 8% MAX D ANY GUTTER SHALL NOT BE CONSTRUCTED G 24`x24` BRICK �, kf U L L 13�5 L 24`x24" BRICK SLOPE CHANCE mREPLA(ENTBEYOND rHE RPu LINEEXCEPTFOR `9S'lONAL PILASTER (Typ.) PILASTER (Typ.) 5 40' MIN. FOR D WHEN USED IN CONJUNCTION MATH STANDARD �' # 0`, MIN. STREET CONNECTION CC-3 OR CG-7, THE CURB FACE ON THIS 20' DESIRABLE FOR STANDARD IS TO BE ADJUSTED TO MATCH THE SURVEY: T� 93 U M) 0 E NOTE: SIGN AREA SHALL COMMERCIAL ENTRANCE Marsh & Legge N/A MOUNTABLE CURB CONFIGURATION. NOT EXCEED FEET. SECTION A —A SEE STANDARD CG-12 FOR CURB RAMP DESIGN Land Surveyors FIN. GRADE GUIDEUNES FOR GRADE CHANGE D TO BE USED WITH THIS STANDARD. ENTRANCE DE RABLE AXIM ' PLANS ARE TO INDICATE WHEN CONSTRUCTION OF PRAWN: JOB NO.: k$(MOREVPD) HIGHTHAN15MA FLOW LINE IS REQUIRED TO PROVIDE POSITIVE _ a;,r MEDIUM (500-1500 VP <3% 6% DRAINAGE ACROSS THE ENTRANCE. TGP 0002007 LOW (LESS THAN 500 Vhp) <6X 8X OPTIONAL FLOW LINE MAY REQUIRE WARPING OF CONCRETE WALL t } 4 4 A PORTION OF GUTTER TO PRECLUDE PONDING FOOTING - 3 4 CONCRETE WALL _ OF WATER. SCALE: DATE: _ -FOOTING CONNECTIONFORMETHOD OR OF TREATMENT — As SHOWN 09/1 s/o2 AND COM ERCIA ENTRANCES VD07 2001 STANDARDS CG-11) NOT TO SCALE SHEET: ENTRANCE SIGN DETAIL 1 N.T.S. 1 /11 ROCK HARBOR GOLF COURSE PROPOSED CLUBHOUSE AND SITE IMPROVEMENTS ROCK HARBOR DRIVE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PROJECT: POCK HARBOR GOLF COURSE PROPOSED CLUBHOUSE & SITE IMPROVEMENTS ROCK HARBOR DRIVE COUNTY OF FREDERICK, VIRGINIA OWNER/ STUART M. PERRY, INC. DEVELOPER: 117 LIMESTONE LANE WINCHESTER, VIRGINIA 22602 (540) 662-3431 Contact: MR. DENNY PERRY SURVEYOR: MARSH & LEGGE LAND SURVEYORS, P.L.C. 560 NORTH LOUDOUN STREET WINCHESTER, VIRGINIA 22601 (540) 667-0468 Contact: MR. SCOT MARSH APPLICANT/ PAINTER - LEWIS, P.L.C. ENGINEER: 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 53-((A))-88 SITE AREA: 235.1008 Acres ZONING: RURAL AREAS ZONING DISTRICT RA, RURAL AREAS DISTRICT PROPOSED USE: GOLF COURSE COMPLEX (A CONDITIONAL USE PERMIT HAS BEEN OBTAINED FOR THE COMMERCIAL OUTDOOR RECREATIONAL USE) CURRENT USE: AGRICULTURAL (ORCHARD) ZONING REQUIREMENTS: PROPOSED USE: GOLF COURSE COMPLEX (CONDITIONAL USE) SETBACKS: YARD: REQUIRED: PROVIDED: FRONT: 60 Ft. 451.44 Ft. REAR: RESIDENTIAL: 50 Ft. 328.07 Ft. AGRICULTURAL: 100 Ft. N/A ORCHARD: 200 Ft. N/A SIDE: RESIDENTIAL: 50 Ft. 192.97 Ft. AGRICULTURAL: 100 Ft. N/A ORCHARD: 200 Ft. N/A BUILDING HEIGHT: PRINCIPAL: 35 Ft. (Max.) DENSITY: OPEN SPACE: NO REQUIREMENT PARKING REQUIREMENT: GOLF COURSE: 6 SPACES PER HOLE PARKING REQUIRED: PRASE I: 18 HOLE GOLF COURSE 6 SPACES x 18 HOLES = 108 SPACES 5 HDCP SPACES WHICH INCLUDES ONE VAN -ACCESSIBLE SPACE PHASE II: 9 ADDITIONAL HOLES 6 SPACES x 9 HOLES = 54 SPACES TOTAL: = 162 SPACES 7 HDCP SPACES WHICH INCLUDES ONE VAN -ACCESSIBLE SPACE STUART M. PERRY. INC. ROOICK MOWOO7TGTOOLF CZOOURS�E BACK CREEK MAGISTERIAL DISTRICT COUNTY OF FREDERICK. VIRGINIA COUNTY OF FREDERICK INDEX TO CITY/COUNTY LOCATION TOTAL DEVELOPMENT: TOTAL REQUIRED: 162 SPACES LANDSCAPING AND SCREENING: RA DISTRICTS: NO ZONING BUFFERS, LANDSCAPING: NONE REQUIRED` PROPOSED DEVELOPMENT: CLUBHOUSE ADDITIONS & SITE IMPROVEMENTS '4 PHASE I: BUILDING: 6,495.50 Sq. Ft. PHASE II: BUILDING: 7,025.00 Sq. Ft. PARKING: PHASE I: 118 SPACES PROVIDED (INCLUDES 5 HDCP SPACES INCLUDING SIX (3) VAN - ACCESSIBLE SPACES) PHASE II: 55 SPACES PROVIDED TOTAL: 173 SPACES PROVIDED (INCLUDES 9 HDCP SPACES INCLUDING SIX (5) VAN - ACCESSIBLE SPACES) PARCEL DEVELOPMENT: 235.1008 Acres DISTURBED AREA: 10.0 Acres REQUIRED OPEN SPACE: NONE PARCEL COVERAGE: EXISTING DEVELOPMENT & PROPOSED ADDITIONS CLUBHOUSE & IMPROVEMENTS: (TOTAL DEVELOPMENT) BUILDINGS: 19,730 Sq. Ft. PAVED AREAS: 187,529 Sq. Ft. CART PATHS: 3,514 Sq. Ft. WALKWAYS: 818 Sq. Ft. TOTAL AREA: 211,591 Sq. Ft. TOTAL IMPERVIOUS AREA: 211,591 Sq. Ft. (4.8575 Ac.) OPEN SPACE: PROVIDED: 230.2433 Acres (97.90) -Open Space is considered to be all lawn, Recreational areas, and slope areas. LANDSCAPING: NONE REQUIRED BUFFERS: NONE REQUIRED ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING LIGHTS SHOWN AND THE PROPOSED BUILDING -MOUNTED LIGHTS, ONLY. NO POLE LIGHTS ARE PROPOSED FOR THIS DEVELOPMENT. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. , 4. NO OUTDOOR STORAGE FACILITIES HAVE BEEN PLANNED AS PART OF THE DEVELOPMENT OF THIS SITE. 5. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 6. THE PROPOSED GOLF COURSE AND ASSOCIATED RECREATIONAL FACILITIES WITH THIS DEVELOPMENT SHALL BE OWNED, OPERATED, AND MANAGED BY THE OWNER. 7. THE CURRENT CONDITIONAL USE PERMITS ALLOWS FOR AN EIGHTEEN (18) HOLE GOLF COURSE, A PRO SHOP AND A SNACK BAR. THESE USES ARE DESIGNATE AS PHASE I OF THE DEVELOPMENT. ANY ADDITIONAL IMPROVEMENTS AND ALL OF THE PROPOSED IMPROVEMENTS FOR PHASE II SHALL NOT BE CONSTRUCTED UNTIL A NEW CONDITIONAL USE PERMIT IS APPLIED FOR AND GRANTED BY THE PLANNING COMMISSION AND THE BOARD OF SUPERVISORS. TM 52—A-313B USE:SINGLE FAMILY RESIDENTIAL / ZONE:RA TM 52 —A-13 USE:SINGLE FAMILY RESIDENTIAL ZONE:RA TM 52-18-5 USE:SINGLE FAMILY RESIDENTIAL ZONE:RA TM 52—A-313A USE:AGRICULTURAL ZONE:RA TM 52—A— USE:COMMEF & INDUSTF I/2 ROUTE 37 M 52—A--8 .:AGRICULTL ZONE:RA,_, 1 " = 400' vo —._.r PAI NTE-LEWI� P.L.C. ATER t010U T H : RA[D0C K 8 T 1 T SU I E 2: 00 WlNCHETFRID, ViF'-�CNA 226`1 9A0)666"-5792 VICINITY MAP 1 " = 1000' a O 03 O C S'h 0 0 TM 52—A-254B USE:VACANT i ZONE:RA b A 52—A-254 :SINGLE FAMILY RESIDENTIAL ZONE:RA TM 53—A-86 USE:SINGLE FAMILY RESIDENTIAL 11j� ZONE:RA %<J TM 53—A-86A USE:SINGLE FAMILY RESIDENTIAL ZONE:RA RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE V.I.F. VERIFY IN FIELD XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 51R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION X(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). STUART M. PERRY, INC. ROCK HARBOR GOLF COURSE LIST OF DRAWINGS SHT. 1 / 11: COVER SHEET & ZONING NOTES SHT. 2/11: GENERAL NOTES and CONSTRUCTION NOTES SHT. 3/ 11: OVERALL LAYOUT PLAN SHT. 4/11: SITE LAYOUT PLAN (ENTRANCE) SHT. 5/11: SITE LAYOUT PLAN and LANDSCAPING PLAN —� SHT. 6 11: SITE GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 7/ 11: SEWAGE DISPOSAL PLAN & PROFILE SHT. 8/ 11: 750 GALLON PUMP STATION --, SHT. 9/ 11: 2000 GALLON PUMP STATION SHT. 10/ 11: LOW PRESSURE SYSTEM DETAILS Q � IP SHT. 11 / 11: STORM SEWER PROFILES and MISCELLANEOUS DETAILS APPROVED BY THE ZONING ADMINISTRATOR FREDERICK *OUNTY, VIRGINIA pd'�4_4 j /-I-? ZONING ADMINISTRATOR DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 /11 FILE NO.: 0002007 CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDING GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF.ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF. THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY AIR SURVEYS, INC. TO THE APPROPRIATE TOLERANCE CRITERIA. SUPPLEMENTAL TOPOGRAPHIC INFORMATION WAS PERFORMED BY MARSH AND LEGGE, LAND SURVEYORS, P.L.C. ALL TOPOGRAPHIC INFORMATION HAS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO. SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE A^PPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE MERRIMANS LANE R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/1000sf). SEED TYPE: RELIANT HARD FESCUE KENTUCKY'BLUEGRASS PERENNIAL RYEGRASS RATE: MIXTURE: 130 lb/Ac. 65% 40 lb/Ac. 20% 30 lb/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL. OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA INDICATED OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING AND USE. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK, WINCHESTER ENVIRONMENTAL DEPARTMENT OF HEALTH. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE DEPARTMENT OF HEALTH. 3. THE PROPOSED SEWER SERVICE SHALL BE COORDINATED WITH THE DEPARTMENT OF HEALTH AND AN APPLICATION BE MADE WITH THE DEPARTMENT AND ALL APPLICABLE FEES PAID AT THE TIME OF APPLICATION. 4. THE PROPOSED SEWER SERVICES SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08%. 5. THE EXISTING WATER SERVICES ARE SERVED BY A PRIVATE WELL AND SHALL BE MAINTAINED AND SHALL REMAIN IN SERVICE DURING THE CONSTRUCTION PROCESS. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED CURBING, STORM SEWER PIPING, AND PROPOSED AND EXISTING DRAINAGE DITCHES, AS DETAILED ON THE PLANS. THE RUNOFF WILL DRAIN INTO THE EXISTING AND PROPOSED STORM SEWER DRAINAGE DITCHES TO BE CONSTRUCTED AS PART OF THE DEVELOPMENT OF THIS PROJECT. THIS DEVELOPMENT OF THI SITE DOES NOT IMPACT THE TRIBUTARY SITE DRAINAGE AND IS NOT PART OF THE 00 YEAR FLOOD PLAIN. THEREFORE, ALL FINISHED FLOOR ELEVATIONS WILL BE CONSTRU TED WELL ABOVE THE 100 YEAR FLOOD LEVEL. 2. ALL SURFACE WATER SHALL BE CO VEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CONVEYANCE CHANNELS CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO PAVLNG AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS, ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS AND BUILDING CODE NOTES: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING .CODE (V.U.S.B.C.) AND SECTIONS 311 STORAGE AND 303 ASSEMBLY OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. ANOTHER CODE THAT APPLIES IS C.A.B.O. A117.1-92, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. THE RELOCATED SHED STRUCTURE SHALL COMPLY WITH SECTION 312, USE GROUP U (UTILITY) OF THE B.O.C.A. BUILDING CODE. 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4-' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS USE IS SUBJECT TO SECTION 1110.2.2 EXCEPTION #1 (ADA 20% RULE FOR RENOVATIONS) OF THE B.O.C.A NATIONAL BUILDING CODE AND SECTION 110.1.3 OF THE V.U.S.B.C. FOR ASBESTOS INSPECTION REQUIREMENTS. 5. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 6. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. LANDSCAPE NOTES FOR FUTURE LANDSCAPING: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE RA ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND'A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT.EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLATIT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS So AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x211x7211. 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. .REMOVE .ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE .THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 160 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLANS 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. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT, V5. PRIOR TO INITIATION OF WORK, 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. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. w J H 1=- C� Z Q Q 4 O Z O� ]O In to N .N N O L 0 C _y U L O O L o N s O .,., t O U 0 c In TROTHM RAM No. 8260 1, Oct IIn 10z � . `r`SIONAL �G JUKVtT: U.I.: Marsh & Legge N/A Land Surveyors DRAWN: JOB NO.; TGP 0002007 SCALE: DATE: As Shown 09/11/02 SHEET: 2/11 USE SINLE� 8-5 RESIDENTIA MILY ZONE: RA f f' ,1�6 .Oh USE 52_q_313 SINGLE FAMig RESIOENTrqL ZONE: RA USE SIN LE FA3 RESIDENTIAL WILY ZONE:RA ACcESSRAD 983� x -�, �- x x CUR VE TABL E No RADIUS ARC I TAN BEARING CHORD DEL TA 01 926. 66' 369. 92' 187.45' N 7278'30" W J67. 47' 2252'19" C2 1019. 81 ' 314. 98' 158. 75' N 52 0127" W 313. 73' 17'41 '47" C3 959. 66' 254.51 ' 128. 01 ' S 6879'39" E 25J 76' 1571 '43" s oo� USE: G — ICULT_313A ZONE:RA ORAL 'f PROP pRgIN SED CD .r �. r . �.___��—tom"". -- �--- --�- �� _ ._. T .. �v �-�-��• � .-___. _..�, -...._ ..�.._ �._ _,_, '`. yt.� �,/'yj.trY^r`C-'>"YY-✓YYV"f"'M'�N.��� m h � f ^ 000, PY 3., (' 'i � _�,y,h7_�-�''..•is`M.P�.+..+vt. � �'. _T x .—.r x ��. x ....�� x ' � ? ROQ USe COMME & INDUSTRIAL LONE EMIAL 2 � USE S!� 3-A-86 } ' 1' • LE FAMILY RESIDENTIAL . i �USE S NGLE 86A AMILY RESIDENTIAL ZONE:RA ,11 V 0 N 6lb C �09 TM 52-A-2546 " USE:VACANT ZONE:RA its TM USE S►NGLE F 54 r RESIDENTIALILY ZONE:RA 200 0 200 600 Scale 1 " = 200 ft U Z Z0�� U Q � w — W w W CL N m M CZ =WV W W Ce Id to V V oW o V LL. w Q 0 m V o N QL �1 to O C [n N 0 In C cNp � ���a (n C � Y •(7 0 ?� U> tn� C o m ci '0 m o 'E 0. +L+ U a .N �p :' N U 0 3 t� �+- W N R �IS O 0 M Z� E" W J W Z 0 1 ow 260 � / G S`p10NAL SURVEY: Painter —Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0002007 SCALE: DATE: 1"=200.0' 09/19/02 SHEET: 3 /11 ®.. o` 4EX. VEGETABLE GROVE l 9 ORCHARD LINE EX. VEGETABLE GROVE ORCHARD LINE \\ EX. VEGETABLE GROVE f \ ORCHARD LINE 1 J / '-• _— — �:__i-'__ -� ' — ! __ ./' LIMITS OF ` _EX A \ l `� PAVEMENT / � `-..,A.,.,-,-.� � 4 LIMITS OF PHASE 11 E 0•G / '6 �r1 / PAVEMENT DUMPSTER / �"" ' -'" �('r�' S SHALL (USED FOR PHASE ' FRAME SHED -----Icn MAINTENANCE PURPOSES ONLY. ` / - p p� 4' CONC. / EX. VEGETATION / G• /'�•' ` E PL }' �G \� EX. E.O. IN c cx r'--� (T.B.R.)\c!� / - - HA E ! N { ^ , i o APPROX. LOC. _ i _ PHA U `t �r EX. SHED ' f (T.B.R.) 1 `� EX DRAINFIELD / 1 1` PROPOSED DRIVE ^, E.O.P. �/ _ _ _._ FENCE ENCLOSURE` L ,, TO EX. — -- --- ✓ E.O.G. 6.2bt `PHASE I �► / _ _ r _� -TQ Ex ION - y ' VEGETAT t" " _-_.-- A � GATJrS ~ �r • �., 129.3 J /l j�_1� , r 1`.. ,J w J� , -•-_.. .. --- f __. DRAINF ELD f 1 of 2 - 1 ry 0'R { P O 1, _1 �, < + NO�iO TH N 51. 1' P S OF "r 'l-CA"L pr o _ ,R - 316.58' 5' S,R PY 5, OPY �O. I �"`-� 73.57''7�� E GE I R °4. j / T .R E.O.P. o 1 / ' cno R -a I� �! O 1 4 GO £ART EX. TI i vo 5' t,.� ✓ O g 8 1 S d` ARATION �.. (T.B.R. fi / z _ c -�•� _ z No G-6R 0 o S I 1 S PY _t° p ��, �c� O. PROP. CONC. 16.19 '� °',.pia£ s..r. Noy, tt EX. VEGETATION E.O.P. _ �4 O ^�p ` STEPS 36' � � - _� \ (T.B.R.) I 0�"" FRAME SkED � tn��� —O �0 119.12' , FF. g38.38 EX. -0. c� n . r _ h z a v'- / CART SHED & CONC ° A z � , t0 0 o 0 rn x I m O 'O. " o f �-- PAVILION rs PAD n 10 cr�c x x v ' F� O `'s� � 4 0 ! ti � �o�o � '� � � y � 8' �, _ ti .�M z t•y N �. O.P, PHASE I �F `'� t"-- 46.73' --may I 0 O ';'. ' CG---61R--PpopegM_9R" C/ �— (T�P"T "_" Sf t-- L �s. Ex. 1 h~--'Sbr90 ---y y PARKING FACILITY r'p WALL G- R sRE ININ O.P. q D D m ' WAIL PR o35 8'--- 22'----I /- - --- _ -- _ _g. , IRI- sL A PHASE I SH PSHASE I PA MENT I RE TEb T.B.R. s; FRAME SHED o FRAME SHED I� 1 0s� , F F = F.=825.50 ur- O r_ �;, cgs•--� 44.00' 25 cn �- SHOP / SHOP EX. SHOP ADDITION ( (To Rem , (To Remain) F.F.-827.2T FF=826. FF 826.08 CONC PAD EX._.O.G Py LIMITS OF O 4,5 0 2 (TG 1�EIftEtt) 2 RASE If ' ! `�PAVEMENT y m 5 4.5 5' O. -- 41.59' ---I Ex. PARKING LPI) AREA TO BE v I 445 1 - -a r'' / £ HDCP O � ) ^ P 4 c^ REMOVE �' �k o r-- y C- - MCP T F. Az �i O Ex C S ` `t�� MA7H 6 TOPSOIL L &D8£ED p N N I n I RAMP -_ ti RAMP 0 �„ 207.00 . AS NEEDED. __ a z o rn 4' WALK CONC. O/ I ( �•�n - -'� r� �`�- �� z I �� rn ~�' a i .., 1 w A ED --2000 GALLON PUMP STATION rmn CP qR$ *,,, �, NOTE: SEE DETAILS ON SHEET 9. PY ) -u_ !.; p -EX. OFFICE SHALL BE CONVERTED TO I °f , 4> 6 a y 4"0 PVC LATERAL TO SERVE , , FOR PHASE0 THE SED I OF THIS DEVELOPMENT OR c� Apo 5' iPFE Li rrn � 4 O 1 O m io o v z U Z 0-101— a. O C� � Q O OC— OC LA.! w � Y~ � UO � z Z IX Q tY 1 (To NEMAIN,< 0 FUTURE CLUBHOUSE LATERAL _ N o F•+ t° °-+� rn _ I 0 -THE DUMPSTER SHALL BE STORED IN INVERT ELEVATION AT > ' �° _ °i CLEANOUT 826.0+/- % ONE OF THE SHEDS FOR PHASE I V 20�`�` 2 �"?'' 20'--1-- 22 --�-- 20' 20'--j-- 24• 10 24. 33.58 x ^' OF THIS DEVELOPMENT. W I , I o g -0 a*833 07 24' -MAINTENANCE AND SHOP BUILDINGS WILL V) Z N O y ` BE USED FOR THAT PURPOSE ONLY. _ �" z 10' 60.00' " " ` -CC-12 INSTALLED PER VQOT INSPECTOR Z c> O m • = m (nm �i r0 2 0 P'VC FORCE MAIN 36 c�z vm z__ i� �Irk -p MINIMUM COVER. ADJUST ALIGNMENT (' " ouro 3a II o n 4 ' �l`�' , N a� O m OF FORCE MAIN IN THE FIELD t ?_. i. a n n N ..x U O �7 �. n t 3 ' cn �_ �r • >.p m o AS DIRECTED BY THE OWNER. w -+� $'`? can I v.o `�cn w �s f'� 9�.0• Vm ` J GC --�-- LAJ 0 o A _jam 0 h 0 PROP. CONC. `g / r, ' , ?�. �O,y , L� Q PHA - o 0 LaJ P Q5' SE if CG-fi 3 CG-6R R. CART PATH ,�.. n�t},O.pO j ` • - t ( 0 M:x CAI �I o) I Inv, flut�817,g0Q LY V GC 2"0 PVC FORCE MAIN 36" I I 6f � Q MINIMUM COVER, ADJUST ALIGNMENT i (, OF FORCE MAIN IN THE FIELLai D AS DIRECTED BY THE OWNER. f "p° REQUIRED LANDSCAPE PLANT LIST Q O M � Fx. i �4• .,T V La. w ,Q �AVEC a 04° � m GREEN» `'' Cr_ . 30• CVLvEr� N2 a (� 5�43 CL. . O 00. s0r SLOPC 8"0 RCP O _-j o , :. , . 0 � N O � (N ~ L . O a, t o ]� Cn� U7 N .yam; /. N N C ` ,-sow O O 3 d' / 0 -0 W, r # 'PROPOSED TEAREA` ; s` f. -�• L 0 4a °� .Q a� C U p C � V) 3 H U- w E ) _ i / \/ TABLE GROVE ORCHARD LINE _ _-_l A�` � N EX. VEGETABLE �.._. �.W i �9 / •24 6• O V) ~w ARO -r # I ! E O IZ op EX. GRAVEL CART .70 PATH No. 8260 "PROPOSED TEE AREA»f}��� VP► �+- .`ass' jONAL C / o,CA '' SURVEY EX• DR`v PR POSED �'•/_ `� KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING PY 17 Prunus x yedoensis YOSHINO CHERRY 1.5 col. See plops C.I.. 0 0 40 � 20 Po Cter-Lewis, 2' DRAWN BY: JOB NO.: TGP 0002007 � fi0 RP� Scale 1 = 4 0 f .,..�r' '-�► SCALE: DATE: GAP 1 "=40.0' 09/19/02 SHEET: `� �,u -.•-_ r J f J `1 .� \ ```' "�, _._.. ....... ..-..-- .,r-- _,...-• '` .1' �� .. ,•7�rf ,,�t+'t ,„.r'' r' / / "- "' � fir" j,�` 1 � _.• F. � -r._ `*.--._ : _...----....- •-- Y---'.K-^-"`yJ _...-S � � %"` /" ,,, Y I,,, / -'fir � ./ ",r ��Y E(j r_..,_• ....-.'` TA$LE_,c"� ti / J � `+ �~ ---^"..-`"- •-"" "''-r-�, Bf-c _ TA " ...--•-" .-yam.. � 1`� � '/ / � 1 .•' �•- •''f - �.. i V r E-ORROVE 48 - r LIMITS OF PAVEMENT -' PHASE If rV LIMITS OF TAT! ~LI42 _ �CTIO } P E E II OUMPST .. Ex`,' 4 ��p,�ON C. r' •� CONSTRUCTION CT•13< �- - ~ LK i • - 11 ��, 4Q f r% ' • ,t_ __ r>E RL LNG 3�^" TO PS MU T.B, T P 35 - fil Sr 6' Wes- ONLY, -� \ 4ry \ \ ; \\ y � �m rm I -IF C'j 4 l \ � W 0 TO EX. < OPOSEb'✓DR}'s� FENCE EATM NCLOSURE L � �_ CA TIi _- - SHE pHASE I A E ( PHASE I ✓ f^ P E I B.R.)• r f ✓ . x c.C•G' `-. F - --` ^ --BE TED ___PR6Pes .P. 3 37 -__ } FRAM HE FRAME 34.3 `� - r s -3 '`t t 35. ` *1 E c Ts E.O.P. E.O. 9.3 7.8 26. F " 9�` r •, `'`� f '; 2 .4 •.._..,....., /' � 32. r 7 .g r j ar 1 ° 0 F 1 1 --'`"4'` r--"'"�'=r.,:`=^'.'�' -, 133. .4V •✓ ; ✓� , N \.... (i.4.'.j 1 ,,F Cry _...,,....' `__ • Q 8 00180 S ,3 .0 - , >. Io --� - '•. \ L� 4.2.'"' _ 27 � '�• G-6R34.0� i � ` ✓ �7 'G✓ } 5 I r PROP. C NC. ,f -pp .\ II X. CO l / .. r , -F O t 2 ✓ F f1 - ` 3y�f 3)' ~� '� �� •� V� TRitC?Id E.O.P. ti. � '"'ep `'" FRAME SHED 36.3 a �0 .i! 0 N 4 EX. SHOP { 1 i I Fs =836.3f N ! I EX, SHOP �, (no . 3 �- (�<B.st. tit 0'" CART SHED do cxcsaC `° �z `° m SHOP I ) '- f i �� i. ---� t, ao i�► O x " ADDITION Remn Z ` -- ) (To Rem°in f ``3� z 32CL .8 ,` s -------- - PAVILION A�`j F.F.=827.2���- i-2�.ClS t r \ S�LIM OF � `$; ` - �' TO PS MU r�' `--' / ' 27.2 �± , CONSTR TIO / ' " \ I ' v✓,{ j m �,?y cy� �- - tv �f`�---• �`�. 33 E1-' E. P. goi. s 0 9. 4 28 Ex, �� ' Ex. F, \ / == -- r ,✓� • < 6 y 9.4 29. CaD r=. - -""` \/ma/y�� ..�I ✓C?Y-` d1 ( t5' f > r ".r` "_.- '-- -""Y PAD "i b �rv . _v 2.0 _ ,;y - . - Yr�' E' -/ P SE 1 31. 31. 0. `- I` -- - ---- REAI�'•ifNt� 1 28. E. 27.7 Y°� -C� � _P -BR#� - ---�' '' - _ - - PARKING FACILITY 32.0 watt p a 0 PS MU U Z Z x f'' O 1.5� - - - - 1.2 _ s�• `- _ 7.0 -- - LI S OF O LIMITSF rn D y - PAV MENT LA- () C�TNSTR!lCTION G) N n a �: '- - 3' t$- 028,3.P.��-�..fEx. PaRKSNG `l J r= �.6 �4� 32. "�---� 7 AREA T9 BE CD ,` 1 OCL D - n p RASE ii 28. REGRAOE DISfU$ W /1REA REMOVE �-- _ - 1 -�✓ Q r `` � c� r z C 1 �,'r TH 6" oPSf)M ec sEEO. -' ) Z r� �� 8.6o! 9.5 .2 t].5 30.8 n m - . HQCP�,32. . s . HDCP 1f 9.6 30.4 30.8r 3 `"�' C D AS NEEDED,--r\ Z f 1 29. "- C C c� - 'r °✓RAMP _ o t RAMP ° ,'`� y C� f-�' ' W CA Wr rn I ! 32. 31.2..,_. � r' TO PS MU r-' `` r ` m Q 4' CO C. t 32 75 , o r I tfyt .' ' L1.J O 0 p % It"? WAL N C 4 A r k ti ✓(F/ IR.r ` �> r `" n - --- ✓ ` / ` Q �%i ram- `~ ^'��� 1 Z fJ ►..9� / m ((�i 30.0 I !jy t 1 f 1 _ -momo�'$✓ ' \ LIMITS OIL rfj, w W D �� / �y 1 fs CONSTRUCTION �� N .E`X. OFFiCE SHALL CONVERTED TO r '��- r - -- 2.6 , ,' THE PROPOSED BROTV -SHOP/SNACK BAR `� -�' 1 'g� r a v ' DEVELOPMENT j t %� x S i f� d K N PUMP STATION �• �-+ s h �p ` r� -'p p / j FOR PHASE I 0 THIS DEVELO d �� 2000 GALLON �, "ss PVC LATERAL TO SERVE I SEE DETAILS ON SHEET 9. _ �?! ,,�✓ ' �� '�✓. 3 2 °i r �'� S F FU RE CLUBHOt�SE LATERAL_ -- -THE pUMP� ER SHALL BE STORED f Z N 1 ! da 2 nF i m r. f 0 �'' 1 r� r INT ELEVATION AT y .-- T - d �_, r % �S' Q f -• y 1, t x 0 co �� m = /' / OFET OF DEVELOPMENT. PHASE - or CLE<WOUT 826.�+1- _ _ 0 I I _.'- ' ^ -"`- - - ' Q � i •. _ ° o f i ^a ems') 0 \ r-M0�4N?ENANCE AND SHO BTU{LDINGS WIL _ ---- o W o �3 �, c S .,-9t USED FOR THAT PURPOSE ONLY. _ / - --- Y 1 ', / -- r •��� f� a ' ¢a�3,o�LEV ,�' r c� 77 f `�-- » �` �•.-_ „'-...---' ____ `°.F; -CG-12 INSTALLE��ER VDOT INSIDE .._.-^...e ... s %% ✓ t r f 2"0 PVC FO E MAIN 361-- ' ?� Ip" 0 `� :'5 f c'� � MINIMUM COVER. ST ALIGNM`tNT., L '� ' � of FORCE MAIN IN TH E10 -,_ _ - - - "��_ __. F W M �C �0 25. CG-6 ,� .4 CG-6 7.2 N 0a'b � AS DIRECTED BY THE OWNER. -- 'ram Z ter` 0 t� by 5.0 25.6 26.1 26.9 -� v G� z to { m - 20. --'' • + AN ( 1 N 17.sn0 _ crv: = PROP. CONS-- # �O TO PS M -�_-- �` Z Q 2d 3 4.5 PHASE 11 CG- 6 - `-X rG6 2 CG=6"jR R' CART 1►�,, n: 4.0 up _ ---25.0 `- !� 2s. - PROPOSED Ltf1N PRESSURE DISTRIBUTId�N GRAINFIELD ���2 3 ���� t � _� T M ` }e ❑ o a°n° ` w yl 0 PS U --... �-,,.-'� ,©©a9 OUt°°$17,g0 `�, d� � � Y • TO PS 4M1 Uj +23.0 "` ❑ao°❑° f ` CL O CD C>Q \ 1 - - 2"o,P�fC FORCE: MAIN 36 -- -,� _ - EROSION CONTROL N -W� IMUM COVER. ADJUST ALIGNME TO U `. I OF FORCE MAIN IN THE FIELD '- _SF ```� The Erosion and Sediment Control Measures; -� `- a = W - As DIRECTED En' THE OWNER. ► \ �x ' .a° '� a� shown on this Plak are Suppl n al Control ` Y L) W Gyp# CULvr j Measuresco be Installed ' Additio to '� �~'� `- J' V W PROP, g .- "0 R Control MCurrently . r � ,� � Y aC a.. uI } $ onroeures urreny i `\ \ � V 4- t x sL -. EUj -cc ROSION & SEDIME T CONTROL KEY -. ' `�`� �-'r !' O m LIMITS ^0`F CONSTRUCTION LIMAS Q. mow,C�ONST ' r I {QSEf7�y . h0 PS M r o „ N I 1 C to i ` 0 S v� -0 ,ram � r`" f ----''�- •'"'' _..-� � � - ` - -'ORCHAEx sL iQ IDW"0l' ICiIV) - TO PS o .� ' / !'► r .� A c_� z ( -- -- - LJ ____,�:4y,7�AVE� CAR TH Op �.---'' v-- ' O'er �. • O c r` "Mi}P�0 TEE ` AREA .. f f. J{ To PS Mu-\ �- ~'r y rC U �+ Y -�, ! f _ ,�, - A -� ,/ "r-may �� .�„'`�- �_yy� _ '...' �". /� - _" y-, -"r�_Y "..•"�� �S►ev V ior VG ,,•r'" C. L: 50��( 00�ERp,N r-' r ' `'T _ _ pv n er-Lewis. 2 llllll �, p�OP P.L.C. ` , �`- ' - - \� r • �.-'' DRAWN BY: JOB NO.: �/� , x• £ o ' . E.0 P - r- r - - " ' r `' /"f TGP 0002007 » - - ____ - SCALE: fJ ,.. . . { _•-- ,�, =°^'" ,..-''.' -` -�' `'`.,r-'--" /` DATE: �,.e'"`1, T t I ! ; 1 "= 40.0' 09 /19 /02 ` �"'�`. `� - _. -- ,r-..• J'-.s �y..-..._1.. �"� `. !••� . ' ' � � �i" ) .-,.."� "''•" 1...- .....-..- �i -" ..�. � �i "� r" � _!"-" -...; � ,M•f'x� J,f! !`\•.....i,F� �. � ,� i� �..- .+� `,.-''" ✓'x .-.,-.r'"---•-"*.� -�" -_ �''' - ''_•'-'-�`�yJ� � � f ,.,.-.�^' - � .�,.r-"� ...•" .i u-,- ''~ � _,,,,.,./ram~"" x•��„"'"' ."� • ,,+`'' �^^-.� l� � .i `,-r' SHEET: r6/11 3.02 TEMPORARY ST E CONSTRUCTION --- - oo° °o°oio°o°o o°a° `- r �✓ r 3 LVERT INLET PROTECTION 3.18 OUTLETPROTECTION` �- ._ -• °OOo�00000° pooe _.-3:20-ROCK CHECK DAMS 3.30 TOPSOILING s -- ,3PERMANENT SEEDING o 3.35 MULC M r ' () CATE AND NNECT EXISTING SEW (3)-12 u FTS of � APPROXIMAT LO000 OF 2 XISTI \�v� 1 � - ,� •-...,_`-.,, __..., .-------•-- �, .�--•---' � 1 � i 1000 GAL_. SEPTI TANKS _ NEW 0 LATERAb� \ -..� PkIFMEN Ts. �i' .. --'�-_. _ � r ire tt�f �ia�i� &OLOCATI I TING 4 SPLI�TER -" SE E -- -- - \ / f DUMPSTV r r / P SE ## - £%. �^ ,� `^ APPROX.LOC. iCA,- IELQ_ _ -~ E PL f � `� ^, �` (v.S.x.3 Y, G L2SAi�lE �.�.•' `--�. � � � ` �Pt ELLS " l --\ —- _ �. fENC S 3JGLOSURE aEt 1Ar } Ca SHE f r PRASE--�%� / ram` ; PRA £D �.R.) �� ; # r,, ~ a O FRdI ►�igi : a Cy 7 _ -' w i g Ft P �Z 1-1 /"CyI FFYAltE13 is — / g-, y- �X F iRAtXE 4 FF=�36.3(t �' : °' +/� SHOP 1 E7C. SHfJP M SHOP i u c� ' ET.s.s?. EX, ; Q (Io Remo+R t t APP XIMATE LO TION OF EXISTING I CART SHED & / AWITIO�� =x=a2sc � s saa�`1 6 �._ STRIB ON BOX a PAS tL[tsra / F.F. 82 f WJ _ ✓� I -'r /' ( ma t' "ff� i �� = �.`� °': �i* !''-�`LOCA AND�`REPAIR O ,REPLACE ALL --^- .J_•J-,-- �-" �' �' `"-•^�-,� � ^���� �'` &�-❑ ,�.,. r % � r c;c a KTRIBU91,QN B S AS bIRECTED BY THE -HEALTH PAR NT H ^`j ° T �~ 44u;--- --- C FAF,KiA4� FAC#L#TY n \ ` t_: PPR (MATE ATI01�}.`OF E`1USTI �,m _ _ - - -'� �. �` Av MEN t� �� BWt DIN EWER 7- r— ' " y` ` E.X. pAWNGPASF 3 j 'k O / `- - ~ Jr� ,� ,� '� ao T`BE ._ LOCATE AND ONNEC�XISTI SEWft? Z PHASE I _. __ __ �m _ �. PROPD LOW PRESSURE DISTRIBUTION DRAINFP LD " - - " ii ar a,. _ , E 4"� L E FROM `S,PLITT ,BOX"-, HDCP P a -' ` .. �`aa 1 00 LLO P� STA�ION W RAMP ' \ w f J E I 2 0 PV FORCE MAINLI 4 ,f `, cx„{ .¢t \ -� __ 0 PVC-,RAVITY SEWI�&'LINE 3 " MI IMUM COVER �. W 0 r z ( I S ` 1 '4Z.h Y---�-F4[ F IT -' 'I - _ — , v� NGT 36" MINIMUM CODER �\ ` 0,.. y2 ` 0 - WN4MIJJM SLOPE ,��. -�;Urm x. OFFICE SHALL �`CsisvE:S2r£D 7p f i ... EiY �C' ` 4�` \ /TH OF' SED THIS iiCQPt�t�h9AR aRU a� f PHASE I 4 FOR Pr4hSE rt 2t}a0 GALLON pUMP SxA�}taw .� � � I� J� � ��� � � r � �''0 PVC FORCE 1N SEE DETAJ#S ON SHEET 9. `�� -'f -THE DtF THE SS+i_i BE 57 V L/ S� ,,, �'i » 1 ONE OFTHE SHEDS FOR Aita.S� j �� 36 MINIMUM COV R \ _ �'� or rs��LaP+EW. _ v J / ADSUST ALIGNMENT OF FO, RC MAIN `' ,sSrt7 OR�THAsy"atg g `'S w > 1Pr � % �`' t ,/ IN DIOMEI D BY OWNER.,,_, � � -CC-12 iNSIALL fER VD01 cisR ,� � --- ____—_. sCL PHASE I -- 1 i -- -- .- o t 3 m [.. o.'f` 4"0 PVC LATERAL TOLP �� SERVE F-----`�'.-�-�• � ` ` >' / � � � � - --- S O� _ - - PROP. ecsrt�� - �� -' TEf7AL INVERT ELEVATIQI� _AT�LE:A�I,QUT= ---' �,. 0 » (2) PVC VALV BOXES To _ — --�- - ,- ' " -- �$�. _ r_ / Scale 1 50 f i s ACCOMMODATE ALVES EAC1�'� -- � ' r 'i GC � � R, R� _ I ~`` # faRgPOSE�PRE�sSt tRi .00 `� �- -- t W r �` `� 1 YW f �i5ri�t D#;urse# r92 ,, E_ _- -- - 2 0 GALLON PUM `STATION 1Invs° f� t f 4 01 Q SEE DETAILS, -ON SHEET = ,�' �� _ - - 1 i , 1M t f Qk o i Z LLJ 2"_O_. PVC FORCE VAIN 36" ry SNi?A111.4 CovER, ADJUST ALVGNuEtN' � _� � LLL FORCE MAIN SA! THE FIELD AS (3#F2tiG'ff_O Sy THE OWNER, ✓'� / r— "` L fk A 1 1 i .4 Ci #t t� �� \ / d r ~ ' 1 J V_ PIPING DESCRIPTION W CC Q SEWAGE DISPOSAL SYSTEM E. 1000 Gallon Pump Station TYPICAL FOR 8 LINES 2000 GALLON PUMP STATION . (n N Z The disposal system shown on these plans consists of on existing gravity drainfield supplemented by o proposed low The pump station should be a 1000 gallon precast concrete unit from Winchester Building Supply or equivalent. The tank 2" MANIFOLD SEE DETAILS ON SHEET 10 V = p cy pressure distribution droinfield. Sewage flow from the site will be split between the two drainfields with approximately 600 should be water tight. All pipes entering or leaving the tank should be sealed by grout or rubber boot. " Z O � 2 X 1 1/2 REDUCER > gallons per do conveyed to the existing droinfield and 1180 gallons 2" PVC FORCE MAINS V Q 9 P Y Y 9 g per day conveyed to the proposed droinfield. Pump Chamber Data 1 1 /2" MANIFOLD _ interior chamber dimensions: 63"h x 51 "w x 97"1 1 1 /2" X 1 1 /4" REDUCER 2 PVC VALVE BOXES EACH CONTAINING: W }: DESIGN CRITERIA -GOLF COURSE liquid volume per inch: 21.4 gallons 1 1 /4" MANIFOLD 4 - 2" GLOBE VALVES Q 1- H doily patrons: 200 drowdowni: 14" or 300 gallons 1 1 /4" X 1- REDUCER 3 - 2" TEES LLJ design flow per patron: 5 gpd (1000 gpd) pump head: 42 ft. +/- 1" MANIFOLD 1 - 2" ELBOW employees: 8 pump spec.: Meyers Model ME100-1.0 HP(or equal) INSTALL THRUST BLOCKING . ME O Q U design flow per employee: 25 gpd (200 gpd) reserve volume: (48 1 /2" - 30" =) 18 1 /2" (396 gallons) �— I� m snack bar assuming half of the patrons eat once and all emplyees eat twice: 116 persons 101. design flow per snack bar use: 5 gpd (580 gpd) Item Distance From Chamber Bottom �, total design flow: 1780 gpd pump intake: 5"+- NF 0 r8 rB�S• 0� Or 1-1 /4"0 SCH 40 PVC LATERAL W/ EXISTING DRAINFIELD W W pump on switch; 24" rr ti� li B''S• FS NF 3/16"0 HOLES ®SPACING SHOWN(TYP) �-- Y V Q Health Department ID #50-93-294 pump off' switch: 10" li,,F 0), OS9, ? r y0(FS N V W Ne CZ design capacity: 600 gpd high water alarm: 30" " rs,. r? y0 s cc �F r` �r8 OSc~� V LI pump discharge line invert: 54 ® �8? �S• Oc Q PROPOSED DRAINFIELD invert from septic tank: 49 1 /2" percolation rate: 75 min/inch Cr�F rB�S• S3Mct^ 4r r y�FS rF$8 O M total square footage required: 2962 The pump is sized based on the head loss calculations shown on Sheet 8. ?� r4 y0C£S O �F+e? �N r ®S3, ??s a .0 9 length of trench: 50' F. 2000 Gallon Pump Station ��i yF rB�S+ 4 . 4 4• 8 o O length of available area: 104' ?r y CIO � The um station should be a 2000 pump gallon precast concrete unit from Clear Flow, Inc. or equivalent. The tank should be r aY F+B ��N �r 49• ?9 0 width of available area: 130' water tight. All es entering or leaving the tank should be sealed b rout or rubber boot. 0 FS O N 9 P�P 9 g Y 9 �r a, 4. �F$ J 0 M ,r width of trench: 2' NF r8 r r0 h number of trenches. 32 Pump Chamber Data ?? rr �S3y� cc iF$ ` gre�S, FS o 4r• 8?S? p O 3 0 rI rn C center -to -center spacing: 6' interior chamber dimensions: 64"h x 65"w x 130"1 ' 0, FS O 8?So �F s y c0 N u� t� Y trench design: (32 x 2' x 50')=3200 SF liquid volume per inch: 36.4 gallons �F? 8�S• S9' r 0`FS iF ,; 1 I c distribution lines: 32 ® 50' drowdown: 14" or 510 gallons 3' r? '' cc r� 0r OS9• �8?3 4 N .s RESERVE DRAINFIELD pump head: 42 fit. +/ - ��H ore�S• S O S3. CIO Fie?Sr r 8�S",y� 00 �F� S � :� m o pump spec.: (2) eyes Model ME200 2.0 HP(or equal) F FS 8 •� A 73% reserve droinfield area has been located on the property and designed for a Puroflo system consisting of 6-100' reserve volume: (64" - 30" =) 34" (1237 gallons) ?4' r ygFS �F�g �� r O s,�• ?3s °' 0 o ; laterals, or 1200 of the required 1639). See the Soil Evaluation Report by Marsh & Legge Land Surveyors, P.L.C. dated July 4 O 4 • ?s4 NF . 0 5 to to a) c o u la 10, 2002. Item Distance From Chamber Bottom 4 Qrg�S. S 0e r4 ti S �Fa „ v c SYSTEM COMPONENT DESCRIPTION pump intake: 5"+- hF ?S. yOYFS /Fad? �,H Or ®48• S?�9 v ,a; C ui •Q A. Piping lead pump on switch: 24 ro 1. O 4 ,� s� F 9• 8�S• 00 m 99) 0 pumps off switch: 10" 4�A r8� r CO r0� tiO�F �Fo t s a •- Gravity sewer pipe and pressure distribution pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with F S• 0 S 8? +, a a solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the high water alarm: 36" ?s,• /Y i£+ 1i rej , 0 4r, 4? a a� U gravity sewer lin. g g log pump on switch: 30 » l� rr prS FS O S9• 8?s0 NF ro S tiO�F 00 0 3 U_ w invert from force main: 64 HF �S• 00 rr S O �Fa The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe. ?� r y0�£S iF`8 ` Or S9' 8?4S O Any part of the trench bottom excavated below embedment grade should be backfilled and compacted. Concrete thrust The pumps are sized based on the head loss calculations shown on Sheet 9. ? 0 ®S3„ `'s? BLS• 0C ^ 0 blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding 4�HF rB",S• cC r yQIFS ,Fad? t� providing uniform longitudinal support under the pipe. G. Subsurface Disposal Piping ?e, r yaFS /FaB? (i r O Each pump in the duplex system will deliver approximately 1 15 gpm of septic tank effluent to the subsurface absorption 4 � 0 ®48• eS HF r Excludingthe pressure distribution pipe, all other a should be installed b placing the initial backfill material to a field for final disposal. The effluent will be " > C0 ? c Z W P P P pipe Y P 9 p pumped through a 2 diameter pipe to a series of tees which will split the flow �N 8�S• r � t= minimum depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and between four distribution zones. Each zone will be preceded by a globe valve which will be adjusted to provide 1 to 4 feet £ ?9. r yS �F�B?6 ��il, 4 or ®48, F+8?49 j W placed carefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones should be excluded of pressure head at the distol end of the distribution laterals. 0 . Or 0411, 8 F r3 8js, 0c ( Z HF 8�S" CC tia �Fa Z Z from the embedment material. 30• N �Fa 0` FS 8 � Absorption Field Data r t:Y 8 q ? w The distribution lines should be installed using grade boards and/or stakes placed at 10' intervals. Trenches and distribution installation area: 104' x 132' r ` 01 FS O S01, ?fir 4,y r8�s. O 4r• S? U lines shall be installed uniformly level. The lines shall have burr free and counter sunk holes placed in a straight line along The absorption field will be split into 2 systems. Each system will use roughly half of the field area. Each system will RISER TO GROUND SURFACE W/ 414F 3r $�S'H CC F r4• yaYF c0 the longitudinal axis of the pipe with holes turned down, consist of (16) 50' distribution laterals. THREADED END AND CAP a£ �£* rr� S O Fa yTH Opp distribution pipe volume: (0.010386 sf)(800 If)(7.48 gol/cf) = 62.15 gal (1.38" DIA., 1 1 /4" nom,) PROVIDE (32) 4 � 1 1 /4"0 SCH 40 PVC r? O r S S 0 6., 8�?r A 0rS� 8 B. Settling Tanks dosing volume(7 to 10 x pipe vol.) 500 gal, CLEAR RISERS W MALE THREADED ENDS l 8� •ti 90 /£� r • r S•ya 0 �Fa o cr In order to provide a 48 hour detention period for the design sewage flow, the septic tanks should provide a minimum g g P P area of absorption trench: (50'1 x 2 w x 16) = 1600 sf r4 �£S $?? FS 8?Ss a volume of 3560 gallons. The plans call for three 1250 gallon precast concrete units from Winchester Building Supply or » ` 0 O 48• 4 �, r O S , PARM vol/inch depth of trench: (1600 sf)(1 )(35% voids)(7,48 gal/cf) = 348 gal (500 gal<696 gal which is volume required to r8j • H S 3 equivalent, placed in series. All flow from existing and proposed facilities should be directed to these tanks. The tanks » S �� F rs. ' y �e No. 8260 should be water tight. All pipes entering or leaving the tank should be sealed by grout or rubber boot. achieve 2 flood depth per dose) �\ h AFaB r4 aF �Fa reserve area: 1639 sf located to the west on the golf course parcel S O 4r• ?�� or S O 48. a?S9 "duo !Z%! 81 ��' ti C. Splitter Box distribution laterals: 1-1/4" PVC (3 - 5 HOLE SPACING) Flow from the settling tanks will be conveyed to a precast or cost -in -place concrete vault. The vault will be fitted with (see Distribution System Balance sheet for holes and spacing) \ >F�e S y C `r�IONAL three discharge ports. Flow from the vault will be divided equally between the three ports. Flow from one port will be \ ? .0 IFS O conveyed to the existing droinfield. Flow from the other two ports will be conveyed to the proposed droinfield system, \\ +r• ? SURVEY: Painter -Lewis, 2' D. Existing Distribution Box Repair t^c DISTRIBUTION LATERAL LAYOUT �Fa P.L.C. According to Health Deportment records, flow to the existing droinfield is distributed by three distribution boxes. These boxes 8?sS DRAWN BY: JOB NO.: should be located in the field and the condition of the boxes should be evaluated. Replace or repair the boxes as required NOT TO SCALE \� TGP 0002007 by the Health Department. ADJUST LATERAL ALIGNMENT TO MAINTAIN MINIMUM REQUIRED DEPTHS. \� SCALE: DATE: CONFIRM FIELD ELEVATIONS AND PROPOSED INVERTS PRIOR TO INSTALLATION. 1 "=50.0' 09/19/02 SEE SYSTEM DETAILS ON SHEET 10. �� SHEET: � 7 11 JEWAA 24" MANHOLE REINFORCEMENT PER TANK MANUFACTURER WATERTIGHT NEOPRENE BOOT OR GROUT SEAL -TYPICAL FOR_\ - ALL CONNECTIONS 4" SCH 40 PVC FROM BLDG FIELD FIT; I.E. = 812.00+/- 12" MIN. COVER 4000 PSI CONC. INSPECTION PORT-4" SCH 40 PVC WITH THREADED END CAP 24" MANHOLE --- tt_ z z 00 Da 00 •�;y N 4 z Q�a z LO L N � � O � i•� , M t a 6" CRUSHED STONE -----..:::•:•:•:•::•.::::::::::::::::::::::::::::: ::::::::::::p: .................... ....................................... ... , �!1 lJ . !.!S JJ. 1 COMPACTED SUBGRADE--�—I S i I —III —III —III —I I 1=1 I �. I�IIII�IIIIIIIIIIT1[llllll=—,-, ll�. A TO EXISTING DRAINFIELD 3' 0" 24" X 24" ALUMINUM HATCH 4"0 SCH 40 PVC(TYP) x O N d a4 r- FROM SEPTIC TANKS INV. ELEV. = 811.10 PLAN 4'-0" IN in 1 TO PUMP CHAMBER 4000 PSI CONCRETE VAULT 4" (MIN.) WALLS, TOP & BOTTOM DIAL -A -FLOW INSERTS(3-ALL OUTLETS) SEAL(TYP) �-- INV. ELEV. = 811,00(TYP) t � 6" CRUSHED STONE '—•�'•—JI''• • �. COMPACTED SUBGRADE t={ ILL-11 { 1=1 I I={ { 1=I 11 I�IIIIIIIIIIIIIIIIIIIIIIII =1 I 1=1, SECTION AA FLOW SPLITTER BOX NOT TO SCALE VISUAL ALAR AUDIBLE ALARM - BELL 0 115V ALAR H `�0-A 230V H 0-A PUMP ON LIGHT UG CONDUIT PANEL CONCEPT STEEL ANGLE SUPPORTS FOR - COMPONENTS. ASSEMBLE USING STAINLESS STEEL HARDWARE. 2"0 GALVANIZED PIPE SUPPORTS NOTES: 1, VERIFY ALL EQUIPMENT DIMENSIONS FOR PROPER FIT PRIOR TO FABRICATION OF RACK. 2. LOCATE AND GROUND RACK AS REQUIRED. 3. PROVIDE PVC OR GALVANIZED STEEL CONDUITS FOR ALL ELECTRIC CABLES AT THE PROPER SIZE AND LENGTH. 4. FURNISH APPROPRIATE METER SOCKET. 5. COORDINATE THE INSTALLATION OF PERMANENT POWER WITH THE LOCAL UTILITY, WATERTIGHT NEOPRENE BOOT (OR EQUAL) (TYP) IN FROM SPLITI I. E. = 810.00 INSPECTION PORT-4" SCH 40 PVC WITH THREADED END CAP 12" MIN, COVER L INSPECTION PORT-4" SCH 40 PVC WITH THREADED END CAP 12" MIN. COVER J I :._ ... — .....— ... _ .. } 0 I I o w,,, .E 00 I I o I--------- — — — — — — — — — — — — — — - J of 3 °�•a6 Z TYPICAL PLAN �. N Z PROFILE PUMP NO. 3 - 1000 GALLON PUMP STATION - PHASE I �_ o GENERAL - furnish and install a complete non -clog sewage pumping stem consisting of : 1 Myers MW100 submersible non-clogsewage um and p o9 g p g `�r g y g p p "d 3-1250 GALLON SEPTIC TANKS IN SERIES SRA-200 lift -out roil system, valves, controls, access cover and all other appurtenances to make a complete system. a NOT TO SCALE COMPONENTS - Each lift -out rail system shall consist of a cost iron discharge base, cost iron pump carrier o�nd sealing plate, and cost iron elbow. All UNDERGROUND CONDUIT TO CONTROL PANEL AS REQUIRED. SEE PANEL CONCEPT THIS SHEET, ----._._.--.--.-_...—— — — — — — — — i NEMA 4 i ELEC. CONN. B m 12" MIN, COVER PROP. GRADE CHAMBER BOTTOM ELEV = 805.9+/- 4000 PSI CONC., 36" CONTROL 100 A PANEL ELEC. CIRC. METER BOX u7 cn CONTROL PANEL MOUNTING DETAIL NOT TO SCALE c. lI'lix N _( , I I 18' DIA. CONCRETE FTG. 70 H LU 50 - Z 0 40 - z 0 30 - H 20 - 10 - PVC FLOAT SUPPORT N 00 PLAN MANHOLE �. exposed nuts, bolts, and fasteners shall be of 300 series stainless steel. ELBOW - Discharge elbow sholl be 2" x 2" and shall be integral to the base assembly. SEALING - A sealing plate sholl be threaded to the pump. A simple downward sliding motion of the pump and guide plate on the guide roils shall cause the unit to be automatically connected and sealed to the base. The open face of the sealing plate shall have dove -tailed groove machined into the face to hold a sealing "o"-ring. The "o"-ring sholl provide a redundant leak -proof seal at all operating pressures. Cie 3"(TYP) GUIDE RAILS - Two rail pipes shall be used to guide the pump from the surface to the discharge base connection. The guide rails sholl be 3/4 inch I schedule 40 galvanized steel pipe. The weight of the pump shall bear solely on the discharge base and not on the guide roils. The guide roil shall be firmly attached to the access hatch frome. b LIFTING CHAIN - An adequate length of galvanized steel lifting chain sholl be supplied for removing the pump. The chain sholl be of sufficient length to 6 C) i provide ease of removal. F= O i PUMP MODEL - Pump shall be F. E. Myers Model MW100 sewage pump. The pump sholl have o capacity of 34 GPM at a total head of 42 feet and sholl Z i use a 1.0 HP motor operating at 3450 RPM. TO DISTRIBUTION SYSTEM Q --- MOTOR - Pump motor shall be of the submersible type rated 1 HP as required. Motor shall operate at 3450 RPM and sholl be for 230 volts three Q phase, 60 cycles. Three phase motors sholl be squirrel cage induction type. Stator winding sholl be of the open type with Class B insulation rated for SUBMERSIBLE 130o C (266o F) maximum operating temperature. The winding housing sholl be filled with a clean high dielectric oil that lubricates bearings and seals PUMP and transfers heat from windings and rotor to outer shell. The motor sholl be capable of operating over the full range of the performance curve without overloading the motor and causing any objectionable noise V or vibration. Boll beorings shall be designed for 50,000 hours B-10 life. I La � A heat sensor thermostat and overload shall be attached to the top end of the motor winding and shall be wired in series with the windings to stop the V) motor if the temperature of winding is more than 120o C (248oF). The overload thermostat shall reset automatically when the motor cools to safe gmV) X operating temperature. Three phase motors sholl be protected by 3 leg overload relay in the control box. Overload shall be of the quick trip ambient C3 compensated type and shall hove a manual reset button. ,Z O U SHAFT SEAL - The motor sholl be protected by a rotating mechanical shaft seal. The seal sholl hove carbon and ceramic seal faces lapped to a 'Q > tolerance of one light bond. Ob }• Lhl A double electrode sholl be mounted in the seal chamber to detect any water entering the chamber CD Lid through the lower seal. Water in the chamber shall cause a red light to turn on at the control box. W PRECAST 24" DIA. CONIC. This signal shall not stop the motor but shall act as a warning only, indicating service is required. RISER & TOP CAMLOCK COUPLING PUMP IMPELLER - The impeller sholl be of the two vone enclosed type. The impeller sholl be constructed of A48 Class 30 cost iron or optional bronze. A © a replaceable Buno-N sealing cop sholl effect a seal between the volute and the impeller in order to maintain high efficiency and prevent recirculation. The 2E cc 2" GATE VALVE impeller shall be threaded onto the 416 stainless steel pump/motor shaft. .--- HOOK Y ,, CHECK VALVE PUMP AND MOTOR CASTINGS -All castings shall be of high tensile cast iron and shall be treated with phosphate rinse and pointed with o high quality (3 air dry alkyd enomel. CZ --� � POWER CORD - The motor power cord shall be SOW/SOWA. The cable jacket shall be sealed at the motor entrance by means of a rubber compression i� Y In washer and compression nut. A heat shrink tube filled with epoxy shall seal the outer cable jacket and the individual lead to prevent water from entering �,/'� U (� W 3/16" WEEP HOLE the motor housing, Y CORROSION -PROOF LIFT CHAIN PANEL LAC t G% SIMPLEX CONTROL U A Nema 4X fiberglass panel sholl be furnished with each pumping unit to be installed, as shown on the plans. w 'Q HIGH WATER ALARM p m +30 The control panel enclosure shall be molded of glass reinforced polyester resins which are chemically resistant to corrosive atmospheres. The resin sholl be a pigmented to import a gray color to the enclosure and be resistant to ultraviolet light. PUMP ON +24 The panel shall include a 20 omp main disconnect breaker, olorm circuit fuse, control circuit fuse, I.E.C. rated motor contactor, pump hond-off-outo switch (momentary in the hand position), olorm test switch, pump run light, terminal blocks, ground lugs, and all necessary wiring and brackets. �? The control panel shall be fitted with a red lexon (polycerbonated) olorm light. The light shall be approximately 3" high by 3 1 /2" diameter. The globe 0 sholl be mounted on top of the enclosure with a neoprene gasket. The lens cannot be removed form the exterior of the enclosure. The lens may be N removed by entering the interior of the enclosure and removing four (4) # 8 screws. The bulb sholl be 40 watt minimum high intensity -medium base%r..- PUMP OFF type. The bulb shall be easily replaced by removing a thumb screw from the support bracket on the interior of the panel, 0) + 10 Th I hllh b'ht I dfl hd : `- C1I K) i SECTION 1000 GALLON PUMP STATION NOT TO SCALE CAPACITY LITERS PER MINUTE 100 200 300 400 500 600 00 4f - - Mylroo MyYyso — — i - 20 w 15 W 2 Z a - 10 F- O OR 0- 0 0 20 40 60 80 100 120 140 160 180 CAPACITY GALLONS PER MINUTE PUMP CURVE The control panel sholl be U.L. listed as on assembly. U L It It @ht v44 PUMP NO. 3 1000 GALLON PUMP CHAMBER PUMP HEAD WORKSHEET m N 0O a� A B C D E F G H 1 J K L *U a PUMP PUMP DISCHARGE ELEV. LINE FLOW LINE LINE FRICT. MINOR SYSTEM PUMP :3 C: N X ELEV. ELEV. HEAD DIA. VEL. LENGTH LOSS LOSSES HEAD HEAD in 3: tL (ft) (in) (GPM) (fps) (ft) (ft) (ft) (ft) (ft) © 1- 3 806.0 820.0 14 2.067 34.00 3.25 1350 26.51 1.32 0.00 41.83 Q � COLUMN REMARKS A pump ID B pump invert elevation C elevation of high point of delivery pipe D C - B yzH OF E discharge line diameter � ' p f F delivery pipe flow G =(F x 0.002228)/(3.14 x (E/24)" 2) , H delivery pipe length I =H x (F/(0.281 x 150 x E-2.63))-1.85 c� p s► J from MINOR LOSS WORKSHEET SEPTIC EFFLUENT PUMP N0. 3 750 GALLON PUMP CHAMBER MINOR LOSS WORKSHEET Y6O K system head L=D+I+K+J A B C D E F G % FLOW HEAD PUMP NO. 3 FITTING QUANT. DIA. EQUIV. LENGTH LOSS G1 `rS'IONAL (in) (ft) (GPM) (ft) SURVEY: C. I.: GATE VALVE 1 2.067 50.0 34.00 0.982 N/A N/A 1 /4 BEND 2 2.067 3.5 34.00 0.137 PIPE 1 2.067 10.0 34.00 0.196 DRAWN: JOB NO.: CHECK VALVE 1 2.067 14.0 34.00 0.275 TOTAL: 1.32 JCL 0002007 COLUMN REMARKS A line ID SCALE: DATE: B type of fitting AS SHOWN 09/19/02 C number of fittit D fitting diameter E equivalent line Ith F8/11 F flow from PUMP EAD WORKSHEET G C x E x (F/0.281 X 150 x D" 2.63))-1.85 PUMP NO. 1 AND NO. 2 - 2000 GALLON PUMP STATION co LPD-DRAINFIELD SYSTEM NO. 1 DISTRIBUTION SYSTEM MINOR LOSS WORKSHEET LPD-DRAINFIELD SYSTEM NO. 2 DISTRIBUTION SYSTEM MINOR LOSS WORKSHEET 11'-7" A B C D E F G A B C D E F G LINE FITTING QUANT. DIA. EQUIV. FLOW HEAD LINE FITTING QUANT. DIA. EQUIV. FLOW HEAD 4" Diam. NO. LENGTH LOSS NO. LENGTH LOSS BLOCKOUT (in) (ft) (GPM) (ft) (in) (ft) (GPM) (ft) FOR CONTROLS 16 TEE 1 1.049 8.5 7.22 0.258 32 TEE 1 1.049 8.5 7.22 0.258 EXP. 1 1.380 2.5 7.22 0.020 EXP. 1 1.380 2.5 7.22 0.020 2" QUICK 1 /4 BEND 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1,380 2.5 7.22 0.020 COUPLING PIPE 1 1.049 2.0 7.22 0.061 PIPE 1 1.049 2.0 7.22 0,061 15 TEE 1 1.380 8.5 7.11 0.066 31 TEE 1 1.380 8.5 7.11 0.066 2" PVC 1 /4 BEND 1 1.380 2.5 7.11 0.019 1 /4 BEND 1 1.380 2.5 7.11 0.019 PIPE 1 1.610 2.0 7.11 0.007 PIPE 1 1.610 2.0 7.11 0.007 GATE VALVEPIPE TEE/RED. 1 1.380 8.5 7.25 0.068 30 TEE/ RED. 1 1,380 8.5 7.25 0.068 1 /4 BEND 1 1.380 2.5 7.25 0.020 1 /4 BEND 1 1.380 2.5 7.25 0,020 PIPE 1 1.610 2.0 7.25 0.008 PIPE 1 1.610 2.0 7.25 0.008 13 TEE 1 2.067 5.8 7.20 0.006 29 TEE 1 2.067 5.8 7.20 0.006 x ' - -- -- RED. 1 1.610 0.9 7.20 0,003 RED, 1 1.610 0.9 7.20 0.003 1 /4 BEND 1 1.380 3.5 7.20 0.028 1 /4 BEND 1 1.380 3.5 7.20 0.028 RED. 1 1.380 0.9 7.20 0.007 RED. 1 1.380 0.9 7.20 0.007 8" BLOCKOUT PIPE 1 2.067 2.0 7.20 0.002 PIPE 1 2.067 2.0 7.20 0.002 w/PRESS SEAL BALL VALVE(2") 1 2.067 50.0 28.79 0.722 BALL VALVE(2") 1 2.067 50.0 28.79 0.722 FOR 2" PIPE 1 /4 BEND 2 2.067 3.5 28.79 0.101 1 /4 BEND 2 2.067 3.5 28.79 0.101 PIPE 1 2.067 130.0 28.79 1.876 PIPE 1 2.067 130.0 28.79 1.876 total: 3.29 total: 3.29 12 TEE 1 1.049 8.5 7.22 0.258 28 TEE 1 1.049 8.5 7.22 0.258 EXP. 1 1.380 2.5 7.22 0.020 EXP, 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 PLAN MEW PIPE 1 1.049 2.0 7.22 0.061 PIPE 1 1.049 2.0 7.22 0.061 30" x 48" ALUMINUM 11 TEE 1 1.380 8.5 7.11 0.066 27 TEE 1 1.380 8.5 7.11 0.066 ACCESS HATCH 1 /4 BEND 1 1,380 2.5 7.11 0.019 1 /4 BEND 1 1.380 2.5 7.11 0.019 (S1 R - 3048) PIPE 1 1,610 2.0 7.11 0.007 PIPE 1 1.610 2.0 7.11 0.007 10 TEE/RED. 1 1.380 8.5 7.25 0.068 26 TEE/RED. 1 1.380 8.5 7.25 0.068 TOP OF MANHOLE=824.00 1 /4 BEND 1 1.380 2.5 7.25 0.020 1 /4 BEND 1 1,380 2.5 7.25 0.020 PIPE 1 1.610 2.0 7.25 0.008 PIPE 1 1.610 2.0 7.25 0.008 9 TEE 1 2.067 5.8 7.20 0.006 25 TEE 1 2.067 5.8 7.20 0.006 RED. 1 1.610 0.9 7.20 0.003 RED. 1 1.610 0.9 7.20 0.003 UNDERGROUND CONDUIT TO CONTROL PANEL 0 1 /4 BEND 1 1.380 3.5 7.20 0.028 1 /4 BEND 1 1.380 3.5 7.20 0.028 AS REQUIRED. SEE PANEL CONCEPT THIS SHEET. RED. 1 1.380 0.9 7.20 0.007 RED. 1 1.380 0.9 7.20 0.007 PIPE 1 2.067 2.0 7.20 0.002 PIPE 1 2.067 2.0 7.20 0.002 ao BALL VALVE(2-) 1 2.067 50.0 28.79 0.722 BALL VALVE(2-) 1 2.067 50.0 28.79 0.722 x ` t. k, , 5,000 PSI 1 /4 BEND 2 2.067 3.5 28.79 0.101 1 /4 BEND 2 2.067 3.5 28.79 0.101 ' " , REINFORCED `V - ' ` PIPE 1 2.067 90.0 28.79 1.299 PIPE 1 2.067 90.0 28.79 1.299 T CONCRETE total: 2.72 total: 2.72 2" PVC 8 TEE 1 1.049 8.5 7.22 0.258 24 TEE 1 1.049 8.5 7.22 0.258 EXP. 1 1.380 2.5 7.22 0.020 EXP. 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 +36" ALARM PIPE 1 1.049 2.0 7.22 0.061 PIPE 1 1.049 2.0 7.22 0.061 7 TEE 1 1.380 8.5 7.11 0,066 23 TEE 1 1.380 8.5 7.11 0.066 1 /4 BEND 1 1.380 2.5 7.11 0.019 1 /4 BEND 1 1.380 2.5 7.11 0.019 +30" LAG-EUIPPIPE 1 1.610 2.0 7.11 0.007 PIPE 1 1.610 2.0 7.11 0.007 LIFTING 6 TEE/RED. 1 1.380 8.5 7.25 0.068 22 TEE/RED. 1 1.380 8.5 7.25 0.068 l +24" LEAD PUMP ON 2" CHECK VALVE 1 /4 BEND 1 1.380 2.5 7.25 0.020 1 /4 BEND 1 1.380 2.5 7.25 0.020 CHAINS PIPE 1 1.610 2.0 7.25 0.008 PIPE 1 1,610 2.0 7.25 0.008 5 TEE 1 2.067 5.8 7.20 0.006 21 TEE 1 2.067 5.8 7.20 0.006 LO RED. 1 1,610 0.9 7.20 0.003 RED. 1 1.610 0.9 7.20 0.003 1 /4 BEND 1 1.380 3.5 7.20 0.028 1 /4 BEND 1 1.380 3.5 7.20 0.028 RED. 1 1.380 0.9 7.20 0.007 RFD. 1 1.380 0.9 7.20 0.007 PIPE 1 2.067 2.0 7.20 0.002 PIPE 1 2.067 2.0 7.20 0.002 + 10" PUMP OFF BALL VALVE(2")1 2.067 50.0 28.79 0.722 BALL VALVE(2")1 2.067 50.0 28.79 0.722 1 /4 BEND 2 2.067 3.5 28.79 0.101 1 /4 BEND 2 2.067 3.5 28.79 0.101 io PIPE 1 2.067 50.0 28.79 0.722 PIPE 1 2.067 50.0 28.79 0.722 total: 2.14 toto1: 2.14 4. 4 TEE 1 1.049 8.5 7.22 0.258 20 TEE 1 1.049 8.5 7.22 0.258 EXP. 1 1.380 2.5 7.22 0.020 EXP. 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 1 /4 BEND 1 1.380 2.5 7.22 0.020 PIPE 1 1.049 2.0 7.22 0.061 PIPE 1 1,049 2.0 7.22 0.061 3 TEE 1 1.380 8.5 7.11 0.066 19 TEE 1 1.380 8.5 7.11 0.066 SECTION VIEW 1 /4 BEND 1 1.380 2.5 7.11 0.019 1 /4 BEND 1 1.380 2.5 7.11 0.019 PIPE 1 1.610 2.0 7.11 0.007 PIPE 1 1.610 2.0 7.11 0.007 2 TEE/RED. 1 1.380 8.5 7.25 0.068 18 TEE/RED. 1 1.380 8.5 7.25 0.068 1 /4 BEND 1 1.380 2.5 7.25 0.020 1 /4 BEND 1 1.380 2.5 7.25 0.020 2000 GALLON PUMP STATION PIPE 1 1.610 2.0 7.25 0.008 PIPE 1 1.610 2.0 7.25 0.008 1 TEE 1 2.067 5.8 7.20 0.006 17 TEE 1 2.067 5.8 7.20 0.006 NOT TO SCALE RED. 1 1.610 0.9 7.20 0.003 RED. 1 1.610 0.9 7.20 0.003 1 /4 BEND 1 1.380 3.5 7.20 0.028 1 /4 BEND 1 1.380 3.5 7.20 0.028 RED. 1 1.380 0.9 7.20 0.007 RED. 1 1.380 0.9 7.20 0.007 PIPE 1 2.067 2.0 7.20 0.002 PIPE 1 2.067 2.0 7,20 10.002 BALL VALVE(2-)1 2.067 50.0 28.79 0.722 BALL VALVE(2")1 2.067 50.0 28.79 0.722 1 /4 BEND 2 2.067 3.5 28.79 0.101 1 /4 BEND 2 2.067 3.5 28.79 0.101 PIPE 1 2.067 10.0 28.79 0.144 PIPE 1 2.067 10.0 28.79 0.144 total: 1.56 total: 1.56 VISUAL ALAR AUDIBLE ALAR STEEL ANGLE SUPPORTS FOR - COMPONENTS. ASSEMBLE USING STAINLESS STEEL HARDWARE. BELL 115V 0 LAIR H 0-A 230VJ H 0-A PUMP ON LIGHT 2" 0 GALVANIZED PIPE SUPPORTS UG CONDUIT PANEL CONCEPT NOTES: 1. VERIFY ALL EQUIPMENT DIMENSIONS FOR PROPER FIT PRIOR TO FABRICATION OF RACK. 2. LOCATE AND GROUND RACK AS REQUIRED. 3. PROVIDE PVC OR GALVANIZED STEEL CONDUITS FOR ALL ELECTRIC CABLES AT THE PROPER SIZE AND LENGTH. 4. FURNISH APPROPRIATE METER SOCKET. 5. COORDINATE THE INSTALLATION OF PERMANENT POWER WITH THE LOCAL UTILITY. - 36"' CONTROL 100 A PANEL ELEC. CIRC. METER BOX in co a D a 0 6 Z 0 v -jIli#-( t 4 j ii ;--N 18' DIA. CONCRETE FTG. CONTROL PANEL MOUNTING DETAIL NOT TO SCALE Discharge Pipe TEE 1 2.067 5.8 115.15 1.088 PIPE 6 2.067 2.0 115,15 2,251 RED. 2 2.067 0.9 115.15 0.338 1 /4 BEND 2 2.067 4.0 115.15 1.501 CHECK VALVE 1 2.067 14.0 115.15 2.626 total: 7.80 TOTAL: 17.51 COLUMN REMARKS A line ID B type of fitting C number of fittings D fitting diameter E equivalent line length F flow from DISTRIBUTION SYSTEM BALANCE WORKSHEET G C x E x (F/0.281 X 150 x D-2.63))- 1.85 Discharge Pipe TEE 1 2.067 PIPE 1 2.067 RED. 2 2.067 1 /4 BEND 2 2.067 CHECK VALVE 1 2.067 5.8 115.15 12.0 115.15 0.9 115.15 4.0 115.15 14.0 115.15 1.088 2.251 0.338 1.501 2.626 total: 7.80 TOTAL: 17.51 COLUMN REMARKS A line ID B type of fitting C number of fittings D fitting diameter E equivalent line length F flow from DISTRIBUTION SYSTEM BALANCE WORKSHEET G C x E x (F/0.281 X 150 x D-2.63))- 1.85 GENERAL - furnish and install a complete non -clog sewage pumping system consisting of : 2 Myers MW200 submersible non -clog sewage pumpsS and SRA-200 lift -out roil systems, valves, controls, access cover and all other appurtenances to make a complete system. COMPONENTS - Each lift -out roil system shall consist of a cost iron discharge base, cost iron pump carrier and sealing plate, and cost iron elbow. All exposed nuts, bolts, and fasteners shall be of 300 series stainless steel. ELBOW - Discharge elbow shall be 2" x 2" and shall be integral to the base assembly. SEALING - A sealing plate shall be threaded to the pump. A simple downward sliding motion of the pump and guide plate on the guide roils shall cause the unit to be automatically connected and sealed to the base. The open face of the sealing plate shall have dove -tailed groove machined into the face to hold a sealing "o"-ring. The "o"-ring shall provide a redundant leak -proof seal at all operating pressures. GUIDE RAILS - Two roil pipes shall be used to guide the pump from the surface to the discharge base connection. The guide roils shall be 3/4 inch schedule 40 galvanized steel pipe. The weight of the pump shall bear solely on the discharge base and not on the guide roils. The guide roil shall be firmly attached to the access hatch frome. LIFTING CHAIN - An adequate length of galvanized steel lifting chain shall be supplied for removing the pump. The chain shall be of sufficient length to provide ease of removal. PUMP MODEL - Each pump sholl be F. E. Myers Model MW200 sewage pump. The pump shall have a capacity of 115 GPM at a total head of 42 feet and shall use a 2.0 HP motor operating at 3450 RPM. MOTOR - Pump motor shall be of the submersible type rated 1 HP as required. Motor shall operate at 3450 RPM and shall be for 230 volts three phase, 60 cycles. Three phase motors shall be squirrel cage induction type. Stator winding shall be of the open type with Class B insulation rated for 130o C (266o F) maximum operating temperature. The winding housing shall be filled with a clean high dielectric oil that lubricates bearings and seals and transfers heat from windings and rotor to outer shell. The motor shall be capable of operating over the full range of the performance curve without overloading the motor and causing any objectionable noise or vibration. Boll bearings shall be designed for 50,000 hours B-10 life. A heat sensor thermostat and overload shall be attached to the top end of the motor winding and shall be wired in series with the windings to stop the motor if the temperature of winding is more than 120o C (248oF), The overload thermostat shall reset automatically when the motor cools to safe operating temperature. Three phase motors shall be protected by 3 leg overload relay in the control box. Overload shall be of the quick trip ambient compensated type and shall hove a manual reset button. SHAFT SEAL - The motor shall be protected by a rotating mechanical shaft seal. The seal shall hove carbon and ceramic seal faces lopped to a tolerance of one light bond. A double electrode shall be mounted in the seal chamber to detect any water entering the chamber through the lower seal. Water in the chamber shall cause a red light to turn on at the control box. This signal shall not stop the motor but shall act as a warning only, indicating service is required. PUMP IMPELLER - The impeller shall be of the two vane enclosed type. The impeller shall be constructed of A48 Class 30 cost iron or optional bronze. A replaceable Buno-N sealing cap shall effect a seal between the volute and the impeller in order to maintain high efficiency and prevent recirculation. The impeller shall be threaded onto the 416 stainless steel pump/motor shaft. PUMP AND MOTOR CASTINGS - All castings shall be of high tensile cost iron and shall be treated with phosphate rinse and pointed with a high quality air dry olkyd enomel. POWER CORD - The motor power cord shall be SOW/SOWA. The cable jacket shall be sealed at the motor entrance by means of a rubber compression washer and compression nut. A heat shrink tube filled with epoxy shall seal the outer cable jacket and the individual lead to prevent water from entering the motor housing, DUPLEX CONTROL PANEL A Nemo 4X fiberglass panel shall be furnished with each pumping unit to be installed, as shown on the plans. The control panel enclosure shall be molded of glass reinforced polyester resins which are chemically resistant to corrosive atmospheres. The resin shall be pigmented to impart a gray color to the enclosure and be resistant to ultraviolet light. The panel shall include main disconnect breakers, alarm circuit fuse, control circuit fuse, I.E.C. rated motor starter with 3-pole ambient compensated bimetal overload relays, pump hand-off-outo switches (momentary in the hand position), alarm test switch, pump run lights, alternator relay (solid state), override relay, control transformer with primary fusing, terminal blocks, two ground lugs, and all necessary wiring and brackets. The pumps shall be wired to alternate operation as well as in series. The control panel shall be fitted with a red lexon (polycorbonoted) alarm light. The light shall be approximately 3" high by 3 1/2" diameter. The globe shall be mounted on top of the enclosure with a neoprene gasket. The lens cannot be removed form the exterior of the enclosure. The lens may be removed by entering the interior of the enclosure and removing four (4) # 8 screws. The bulb shall be 40 watt minimum high intensity -medium base type. The bulb shall be easily replaced by removing a thumb screw from the support bracket on the interior of the panel. The alarm shall hove a bright glow and flash during high water conditions. The alarm light will go out when the water level drops. All internal wiring shall be neat and color coded. Each wire shall be a different color or stripe (except for grounds), and oil incoming wires shall terminate into a box clop type terminal block. All control wires shall be 14 Go. Type TEW rated for 105oC. A schematic diagram (showing wire color) shall be permanently fastened to the inside of the enclosure. An Installation and Service Manual shall also be included with each control panel. The control panel shall be U.L. listed as on assembly. LPD PUMPS-2 PUMPS REQUIRED PUMP HEAD WORKSHEET A B C D E F G H I J K L PUMP PUMP DISCHARGE ELEV. LINE FLOW LINE LINE FRICT. MINOR SYSTEM PUMP ELEV. ELEV. HEAD DIA. VEL. LENGTH LOSS LOSSES HEAD HEAD (ft) (in) (GPM) (fps) (ft) (ft) (ft) (ft) (ft) 1 815.0 825.0 10 2.067 115.15 11.02 18 3.38 17.51 11.69 42.58 2 815.0 825.0 10 2.067 115.15 11.02 25 4.69 17.51 11.69 43.89 COLUMN REMARKS A pump ID B pump invert elevation C elevation at high point of delivery pipe D C - B E discharge line diameter F delivery pipe flow G =(F x 0.002228)/(3.14 x (E/24)-2) H delivery pipe length I =H x (F/(0.281 x 150 x E-2.63))-1.85 J from MINOR LOSS WORKSHEET K head from distribution system -cumulotive system head L =D + I + K + J 0 80 70 - I- w 50 - Z 0 40 - J Q O~ 30 - 20 - 10 - 0 0 CAPACITY LITERS PER MINUTE 100 200 300 400 500 600 1 1 1 May?oo Mtyrso 00 --- _4 M�tiso - - - - - I - - 20 vn fe- w 15 w rE Z 0 - 10 a 0 h -5 - t- o 20 40 60 80 100 120 140 160 180 CAPACITY GALLONS PER MINUTE PUMP CURVE w Z a D: 0 v W 0 M CL w O g 0 4 v � Z LJLJ Q 4 - I zl W Z V) 2 c.,i cn LAI CL Q CL � Z Zi CAe © O m J I .4 Y p O cC N 1- V • V 0 V w a W w W��,'�'Z C.7 CL CD O 44 V i- At le V � W L16iLhi 1-YVp N V �YCLO t.� a m H v N P7 j 0 0 0) (f) N r- I\ - CAto In � I I N N (0 (0 a c0 co .... � °� 00 U It It m o C .0 -C U OL _N X V) to N 0 . TH of r TIApT111,VpAR a No. 18260 10 0 j0 it ��w G� s' t ONAL /A C.I.: N/A DRAWN: JOB NO.: JCL 0002007 SCALE: DATE: AS SHOWN 09/19/02 SHEET: ^ 11 v LPD-DRAINFIELD SYSTEM NO, 1 DISTRIBUTION SYSTEM BALANCE WORKSHEET A B C D E F G H I J K L M N 0 P LINE DISTAL HOLE NO. OF FLOW/ LAT. MANI. LINE HOLE MANI. MANI. MANI. MANI. ELEV. PRE -LINE FIELD NO. HEAD SIZE HOLES/ HOLE FLOW FLOW LENGTH SPACE DIA. VEL. LENGTH FRICT. FROM PRE DESIGN ELEV. PRES. LINE LOSS LAT. HEAD LAT. (ft) (in) (gpm) (gpm) (gpm) (ft) (in) (in) (fps) (ft) (ft) (ft) (ft) 16 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 826.5 15 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 826.2 14 2.45 0.1875 11 0,659 7.25 21.59 50 53 1.61 3.40 6 0,171 0.30 2.92 825.9 13 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 825.6 FLOW VARIATION = 1.96% 12 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 825.5 11 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 825.2 10 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 824.9 9 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 824.6 FLOW VARIATION = 1.96% 8 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 824.5 7 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 824.2 6 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 823.9 5 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 823.6 FLOW VARIATION = 1.96% 4 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 823.5 3 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 823.2 2 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 822.9 1 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 822.6 FLOW VARIATION = 1.96% FLOW RATE TO DRAINFIELD SYSTEM NO. 1= 115.15 gpm CUMULATIVE SYSTEM HEAD= 11.69 feet TOTAL FLOW VARIATION = 1.96% LPD-DRAINFIELD SYSTEM NO. 2 DISTRIBUTION SYSTEM BALANCE WORKSHEET A B C D E F G H I J K L M N 0 P LINE DISTAL HOLE NO. OF FLOW/ LAT. MANI. LINE HOLE MANI. MANI. MANI. MANI. ELEV. PRE -LINE FIELD NO. HEAD SIZE HOLES/ HOLE FLOW FLOW LENGTH SPACE DIA. VEL. LENGTH FRICT. FROM PRE DESIGN ELEV. PRIES. LINE LOSS LAT. HEAD LAT. (ft) (in) (gpm) (gpm) (gpm) (ft) (in) (in) (fps) (ft) (ft) (ft) (ft) 32 1.50 0.1875 14 0.516 7.22 7,22 50 41 1.049 2.68 6 0.182 0.30 1.98 828.0 31 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 827.7 30 2.45 0.1875 11 0.659 7,25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 827.4 29 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 827.1 FLOW VARIATION = 1.96% 28 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 827.1 27 1.98 0.1875 12 0.593 7,11 14.33 50 48 1,38 3.08 6 0.170 0.30 2.45 826.8 26 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 826.5 25 2.92 0.1875 10 0.720 7.20 28.79 50 59 2,067 2.75 826.2 FLOW VARIATION = 1.96% 24 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 826.0 23 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 825.7 22 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 825.4 21 2.92 0.1875 10 0,720 7.20 28.79 50 59 2.067 2.75 825.1 FLOW VARIATION = 1.96% 20 1.50 0.1875 14 0.516 7.22 7.22 50 41 1.049 2.68 6 0.182 0.30 1.98 825.0 19 1.98 0.1875 12 0.593 7.11 14.33 50 48 1.38 3.08 6 0.170 0.30 2.45 824.7 18 2.45 0.1875 11 0.659 7.25 21.59 50 53 1.61 3.40 6 0.171 0.30 2.92 824.4 17 2.92 0.1875 10 0.720 7.20 28.79 50 59 2.067 2.75 824.16 FLOW VARIATION = 1.96% FLOW RATE TO DRAINFIELD SYSTEM NO. 1= 115.15 gpm CUMULATIVE SYSTEM HEAD= 11.69 feet TOTAL FLOW VARIATION = 1.96% COLUMN REMARKS A lateral ID B lines 16, 12, 8, & 1 assume a beginning distoi head value of 1.0 ft. to 4.0 ft. C lateral hole diameters(3/16") D number of holes to be in the lateral E=(19.636 x 0.61) x C-2 x B-0.5; orifice flow F =D x E;cumulotive flaw per lateral G cumulative manifold flow H length of lateral I =(H-4) x 12/(D-1); spacing between lateral holes(3' to 5') J manifold diameter(SCH 40 PVC) K =(G x 0.002228)/(3.14 x (J/24)" 2); manifold flow velocity L manifold distance to next distribution tee M L x (G/(0.281 x 150 x J-2.63))- 1.85 -manifold friction loss using HW C=150 N change in invert from previous lateral 0 =B+M+N; pressure head at previous distribution tee P proposed field lateral invert elevation 4'-1 1/4"0 SCH 40 CLEAR PVC RISER(TEMP.) BACKFILL AS REQUIRED MALE THREAD 4" 0 PVC SLEEVE AND END CAP �"'___TCI BE INSTALLED AT END OF JOB FINISHED GROUND SURFACE---•- FEMALE END & CAP 1 1/4" RISER TO GROUND SURFACE i. -�--- FILTER CLOTH 90 DEG. ELL 1 /2" - 3/4" GRAVEL PER TYPICAL SECTION LATERAL END TREATMENT NOT TO SCALE 32 REQUIRED PRnPOSFn nRAnF ADED END AND CAP )R 6" RISER (LENGTH VARIES) 4 X 4 WYE OR 6 X 4 WYE SANITARY LATERAL FLOW STANDARD POLYETHYLENE RISER WITH CAST IRON LID (OR EQUAL) ANITARY LATERAL CLEANQUT DETAIL NOT TO SCALE `I ;t; r -LIFTING =-- -_ --- _.- -=. %;= `t HANDLE 16 A 111 � 11 11 I iii C I ti ; tii , �p=mac^=x-c=rcv�cas��l 1 �f ii I t STAINLESS STEEL PAD LOCK ! it PRESSURE LOCKS 1� llil (3) 01 t 4 LUG tit ! I! 11 � 11I 1/4- THICK DIAMOND 11 i PAT. ALUM. COVER ii 4 PLATE ti 1�1 MOUNTING t I1 L-_ HOLES 1IN iy x x x X FIELD LOCATE LOCATE & :11, �1� �- - _ � _----- --_="' DRILL- 1 e� I� A OPENING B OVERALL PLAN Al J s�--- SEAL A OPENING SECTION A -A MODEL NO. DIMENSIONS UNIT WT. A B C D F1R2424 24" 30" 24" 30" 66 LB.. � s .30" 36- ry 0" 5(3 L 6 , 6. F1 Ry 3048 30" 36" 48" 54" g113LBi.. J a a SST. At ALUM. "IINE LOCKING HOLD OPEN ARM 10" FORCE MAIN �A,, . �N mot• N SECTION CONCRETE THRUST BLOCKS NOT TO SCALE REQUIRED AT ALL BENDS IN FORCE MAIN DIMENSIONS SHOW ARE MINIMUMS. FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE TYPICAL PIPE BEDDING DETAIL NOT TO SCALE HALLIDAY PRODUCTS SERIES F1 R ACCESS DOOR (FLOODTIGHT REGULAR) STANDARD FEATURES: 9 STAINLESS STEEL HOLD OPEN ARM WITH POSITIVE LOCKING 0 STAINLESS STEEL HINGES AND ATTACHING HARDWARE • STAINLESS STEEL PRESSURE LOCKS • 1/4" NEOPRENE COMPRESSION GASKET • SINGLE LEAF CONSTRUCTION • 625 LB.. PER SO. FT. LOAD RATING • 10 YEAR GUARANTEE PECIFICATION THE FIR SERIES (SINGLE LEAF) ACCESS FRAMES AND COVERS AS MANUFACTURED BY HALLIDAY PRODUCTS, INC. OF ORLANDO, FLORIDA SHALL HAVE A 1/4* THICK, MILL FINISH, ALUMINUM FRAME DESIGNED FOR SURFACE MOUNTING. DOOR PANEL SHALL BE 1/4' ALUMINUM DIAMOND PLATE. REINFORCED TO WITHSTAND A 10 FOOT COLUMN OF STATIONARY WATER. OR APPROXIMATELY 625 LB.. PSF. THE DOOR SHALL INCORPORATE A 90' RETURN FLANGE AROUND THE PERIMETER. STAINLESS STEEL PRESSURE LOCKS SHALL BE PROVIDED TO WORK IN CONJUNCTION WITH A 1/4" THICK NEOPRENE COMPRESSION GASKET. MOUNTED TO THE UNDER SIDE OF THE DOOR, TO INSURE MINIMAL WATER INTRUSION. DOOR SHALL OPEN TO 90' AND AUTOMATICALLY LOCK WITH A STAINLESS STEEL HOLD OPEN ARM WITH ALUMINUM RELEASE HANDLE, HINGES AND ALL FASTENING HARDWARE SHALL BE STAINLESS STEEL. UNIT SHALL LOCK WITH PAD LOCK LUGS. UNIT SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND/OR WORKMANSHIP FOR A PERIOD OF 10 YEARS. (COVER 94MNa IN OPEN PosITION) SECTION B-B - -�-/4' NEOPRENE GASKET STAINLESS STEEL "1 STAINLESS STEEL NOX ES WPAMPER PRESSURE LOCK PROOF FASTENM r� NEOPRENE d'KET11�-1/4* X 2' ALUM. PLATE REINF. -ALUM. ". 1/2 X 2 X 3" (AS REQUIRED) (TAP IM HINGE) �-L 3 X 3 X 1/4 (FRAM) SECTION C-C HATCH DETAILS NOT TO SCALE PROVIDE PAD LOCKS AND KEYS FOR EACH HATCH. .1- 24" ORIGINAL GROUND f BACKFILL FILTER CLOTH TERRATEX NO. 2 OR EQUAL MIN. 2" OF 1/2"-3/4" ABOVE PIPE 1-1/4" DISTRIBUTION PIPE 8" OF 1 /2" 1 /2"-3/4" BEDDING I- IW UNDISTURBED GROUND TYPICAL TRENCH DETAIL NOT TO SCALE .� 24"' =-= - 1-1 /4" ELBOW - 1-1/4" LATERAL AT REQ'D ELEVATION "" --- 1-1/4- RISER 00 INCREASER BUSHING r O -�= 1 -- 1" x 1" TEE OR ELBOW 1" MANIFOLD z - 5J__ ._.__mlryT k # 71 EARTH DAM N 1 " MANIFOLD RISER DETAIL NOT TO SCALE ALL PIPE & FITTINGS TO BE SCH 40 PVC 24" 00 1- i It N 1-1/4" ELBOW 1-1/4" LATERAL AT REQ'D ELEVATION 1-1/4" RISER 1-1/4" x 1-1/4" TEE 1-1/4- MANIFOLD EARTH DAM -1 Z4" MANIFOLD RISER D NOT TO SCALE ALL PIPE & FITTINGS TO BE SCH 40 PVC ,�`-- 24" ' - 1-1/4" ELBOW -- - 1-1/4" LATERAL AT REQ'D ELEVATION 1-1/4" RISER 00 O 1-1/2" x 1-1/4" TEE #^ 1-1/2" MANIFOLD I I ' EARTH DAM S N 1-1 /2" MANIFOLD RIS NOT TO SCALE ALL PIPE & FITTINGS TO BE SCH 40 PVC 00 o ?- ; 10, N 1-1/2" ELBOW W\REDUCER BUSHINGS 1-1/4" LATERAL AT REQ'D ELEVATION 1-1 /2" RISER REDUCER BUSHING 2" x 2" TEE 2" MANIFOLD EARTH DAM 2" MANIFOLD RISER DETAIL NOT ALL TO SCALE PIPE & FITTINGS TO BE SCH 40 PVC O a v w 0 O Z W O U ZE IAI 0 � 41� W 2 °: OC gal Ei cc Y p_ r O z a J CC 0 O O N ,_21 a) •`-' `` O N M c0 ��'.. CINI N tI? to I I �n (D O NN J (00 �o r OO U L v > �� o � N �� O -C Q) X O S co LL N O I,Tli pp+ f ' 11NrIl0i`.�t P11�ttER a 8260 ��o o�1�4f4z �w /A N/A DRAWN: JOB NO.: JCL 0002007 SCALE: DATE: AS SHOWN 09/19/02 SHEET: 1 11 STORM SEWER PROFILE — CULVERT #1 SCALES: (H) 1" =50.0' (V) 1" — 5.0' 835 ��� __ _ _—__ 835 830 7PROP. GRADE 830 EX. GRADE 825 TL—PROP. 40.00'-1 "0 RCP CL. III 0 0.75% SLOPE 820 _ 820 I I wo UJ a n: O �00 �N O O O Z > _t > -- - 10+00 11 +00 HEAVY 2" SM-2A BIT. CONC. SURFACE COURSE ` 3" BM-2 BIT. CONC. BASE COURSE 8" 21—A -+-7r=,= STONE BASECOMPACTED SUBGRADE #-�.I I P il;,rlll ��-' 2" SM-2AL BIT. CONCRETE SURFACE COURSE 6" 21-A STONE BASE COMPACTED SUBGRADE STORM SEWER PROFILE — CULVERT #2 SCALES: (H) 1" =50.0' (V) 1" 5.0' 830 ___. --�^ � �— — 830 825 PROP. GRADE 825 EX. GRADE 820 a.:: `:.: 820 PROP. 60.00'-18"0 RCP 815 CL. III 0 3.50% SLOPE 815 i I UJ0 w ci r`: ci o crL- N 00 O? 00 > + Z 10+00 11 +00 PAVEMENT DETAILS N.T.S. LIGHT NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB RETURNS IN THE MAIN DRIVEWAY AISLES. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS. COMBINATION 6" CURB & GUTTER N. T. S. (SEE VDOT (CC-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6" I` ���:r� -1 2".k zT Ir1 • < s:. CG-6R COMBINATION 6" CURB & GUTTER REVERSED N.T.S. _ 6 R —f `�. 6" .j. 2'- O"--"� CONCRETE SIDEWALK DETAIL N.T.S. 9• EXP. JNT. MATERIAL or ass own on p ons Slope: 1 /4":1— 0" n CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC 6"x6"xW1.4xW1,4 WWM GOLF CART PATH 2" 2M•-2AL BIT. CONCRETE ---+- SURFACE COURSE 4" 21—A --� STONE BASE COMPACTED SUBGRADE 2"1 r "� w .5 7" 2'- 0"---� CG-7 COMBINATION 4" CURB & GUTTER N. T. S. (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 1"0 DOWELL HOLE BOLLARD DETAIL N.T.S. 6'0 CONC.-FILLED STEEL PIPE PAINT YELLOW FINISHED GRADE 18"0 CONC. BASE (3000 psi) HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUND HANDICAP PARKING DETAIL N. T. S. % HANDICAP SIGN HANDICAP SIGN DETAIL N.T.S. NOTES.- 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. • 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. 1" EXPANSION JOINT MATERIAL 4" CONCRETE WALK 4" VDOT STONE BEDDING -- UNDISTURBED OR COMPACTED EARTH STAIR DETAIL N.T.S. " x 18" STND. 12" x 6" STD. AND. U-CHANNEL POST >ROP. GROUND RESE1?VED PARKING VAN ACCESSIBLE PENALTY ft00-600 TOW -"AY zm VAN ACCESSIBLE SIGN 5/8" --- NON -SLIP NOSING & ANCHOR (Typ.) NON -SLIP SURFACE ON STEPS & LANDINGS (Typ.) }- CONCRETE STAIRS ##'3 REBAR (Typ.) #4 REBAR 0 12" o.c. E.W. NOTE: SEE SITEPLAN FOR NUMBER OF TREADS AND RISERS AND THE HEIGHT OF THE RISER NEEDED. TYPICAL TRENCH DETAIL FOR STORM SEWER SYSTEM N.T.S. r---&D. 4 24`--•1 FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE CRUSHED AGGREGATE Ij UCih Cs4t�UUU+�0a OU4'}U6C'' oaboaooua gaoaGuca I 94PPPPCQ IIPPt7POQ4s; aavocopaaaPocea UOOUCr 4to nU.JU i`•8 t]/ki Ca CO^CbaC Ct30abGa0 �? f OOGGaO(3P PC Oa aQt3ai ik_i it iS 'C O oc P 0 9 E naaa6 I '}ga n:jC aanao f ucti�e a0aa � a4Ga4 £ OUQ40 1 �+O�U !I E aao nuuac 000 o bbeo 4{ +J +00 JOa aaa 9a GC••7P UU2U i.'UU'pOd L•aUUC NOTE: • 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION DUMPSTER ENCLOSURE & FENCE DETAIL N.T.S. i 4" DRAIN TO STORM SEWER OPT; f —4" CONCRETE LANDING .: -4" VDOT STONE BEDDING VAPOR BARRIER III!-IIIa€--------UNDISTURBED OR COMPACTED EARTH VA,. RTE. 621 — S 2x6 TOP RA 1 x6 BOARD, FRONT & B) TOE NAIL E) W/ 2-8d N, (EA. RAIL) 8'-4x4 POS 2x6 BOTTON ATTACH RAI W/ 3-10d r (EA. RAIL) 12" DIA. PO FILL W/CONI NOTES: ALL LUMBER SHALL BE S.Y.P. ##2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT —DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. TYPICAL W RNING DETAIL AT ENTRANCE 10 N.T,S. :1 3. EX. LANE (12'+/—) 14' VARIABLE 3.1 OPE. M ) SLOPE = 1 4":1' f = - fftt _ �+ 04 CG— 6 S£ {f i......... ..... q E 2" SM-12.5A = !� €- ! I#— i # .,.,.. > 3" BM-25.0 _ _,-4tiit—tltl I v w 8" 21—B 12" EX. SURFACE OF -J BIT. CONC. COMPACTED SUBGRADE EX. BASE f COURSE OF BIT. CONC. W I EX. STONE BASE PRE —CAST WHEEL STOP DETAIL N.T.S. 8 1 /2" 10 DOWELL HOLE £ £ CONTINUOUSSIJ £ £ ##4 REBAR 0. 6'-0" ' END VIEW FRONT VIEW 2' 10, 2' PRE -CAST CAP - -r (Typ.) _ PRE -CAST CAP (Typ.) PROP. 6' CAR STOP 1 _ 16" BRICK WALL (Typ-) EX. PAVEMENT STRUCTURE 24'x24' BRICK [R �1 � K i � n� Lo PILASTER (Typ.) o' 0, ICI �, F 5/8"Ox18" STEEL DOWELL CONCRETE WALL T� FOOTING ENTRANCE SIGN DETAIL N.T.S. CONCRETE APPROACH APRON & DUMPSTER PAD DETAIL N.T.S. 12'W x 12' (OR AS SHOWN ON PLANS) Slope: As Per Plan . {. tJ t?�?C �C)�r L77ts' 6" STONE BEDDING 6" TYPE "A" CONC. (3000 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. W '0 U J r 0 0 G7 0. = iC L»G W Q W Lc?a = N 5 W c..i � ram' c Z 1W t!� 3 0 U_ W Z=BCD _Z w cit w W W ~ Z � 0 V co cz be La cLa W t! V V 0 W dw U Ci Ls. w O .� m ail p O Ca O N 0 ►. 0 LO I1 �n NN V ' L (0 'VVh O (D V' C _ V U � O 0 _0> U L v � m ''� C ' *+ PR. STREET OR 2 R � O A AISLE APPROACH TO _. " BE THE SAME AS ®� _c U t1 �j MAINLINE ROADWAY, t .•,..;<,::,• ^' � O X I £ CLASS A3 "= ... Y, , ¢ �(O O RADIUS TO BE AS I C a £ RADIUS Tp 8E AS -: . OWN ON PLANS I OWN ON PLANS) ((H.E.S) F- --------------}-CONCRETE N d SECTION C-C �a o ----- �� ♦RADIAL BINAT10 m CONSTRUCT GRADE CHANGES WITH A O 4, CURB &IGUTTER PARABOLIC CURVE. 6` SIDEWALKI ®f • CG-6) O WHEN THE ENTRANCE RADII CANNOT _ 6' ACCOMMODATE THE TURNING REQUIREMENTS EXPANSION JOINT A Jr (, roTI�1 EXPANSION JOINT ANTIpPATED HEAVY TRUCK TRAFFIC THE NE DEPTH FOR SIDEWALK AND CURB RAMPS £ FL I WITHIN THE LIMITS OF THE RADII SHOULD BE Q.j'TH OF " TA^�--SHOWN BON TYPICAL L I MAINLINE ROADWAY INCREASED TO 7`. x�R AK�vSH 'rW WHEN STADARD CG-11 IS USED FOR Q BRICK CAP CAP CT PLAN MEW EVDOOTTAPROJECTS, PLEASE NOTE CES BUILT IN THE WITH �y FOLLOWING: 8% MAX - MAINLINE PAVEMENT SHALL BE CONSTRUCTED EDGE OF SHOULDER OR �+��„� D TO THE R/4Y LINE (EXCEPT ANY SUBGRADE N 1 60 P R IC SLOPE CHANGE OPTIONAL FLOW LINE STABILIZATION REQUIRED FOR MAINLINE PVMT. D WHICH CAN BE OMITTED IN THE ENTRANCE.) .0 iZ/l / �I� ♦ RADIAL CURB OR COMBINATION CURB AND �O� �� MAINLINE ROADWAY 8% MAX D ANY GUTTER SHALL NOT BE CONSTRUCTED SLOPE CHANGE m _ BEYOND THE R/W LINE EXCEPT FOR IONAL --24`x24" BRICK REPLACEMENT PURPOSES PILASTER (Typ.) 5' 40' MIN. FOR D MIN. WHEN USED IN CONJUNCTION WITH STANDARD STREET CONNECTION CG-3 OR CG-7, THE CURB FACE ON THIS 20' DESIRABLE FOR SURVEY: C.I.: COMMERCIAL ENTRANCE STANDARD IS TO BE ADJUSTED TO MATCH THE NOTE: SIGN AREA SHALL MpUNTABLE CURB CONFIGURATION. Marsh & Legge N/A NOT EXCEED 50 SECTION A -A SEE STANDARD CC-12 FOR CURB RAMP DESIGN Land Surveyors SQUARE FEET' GUIDELINES FOR GRADE CHANGE D TO BE USED WITH THIS STANDARD. ENTRANCE DE RABLE XI ' PLANS ARE TO INDICATE WHEN CONSTRUCTION OF DRAWN: JOB NO.: HIGH (MORE THAN 1500 VPD) i A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE 24' M o, MEDIUM (500-1500 VPD) <3% 616 DRAINAGE ACROSS THE ENTRANCE. TGP 0002007 LOW (LESS THAN 500 VPD) <6% 8X OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING CRETE Foo" TING WALL OF METHOD OF TREATMENT- WATER ASASHOWN 09/19/02 - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS CG-11 NOT TO SCALE SHEET: 11 /11