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Home My WebLink AboutSDP200900096 Plan - Approved Final Site Plan and Comps. 2010-05-240 0 0 Cn U N O O Cn w Cn Cn U Uj W _J U_ Cn W _ Cn J U 0 0 U N 0 PIA NO. I DATE I BY ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL INFORMATION OWNER: ALBEMARLE COUNTY SERVICE AUTHORITY CO -01 168 SPOTNAP ROAD C1-01 CHARLOTTESVILLE, VA 22911 C1-02 PHONE: (434) 977-4511 C1-03 FAX: (434) 979-0698 ENGINEER: WHITMAN REQUARDT, & ASSOCIATES, LLP C1-05 9030 STONY POINT PARKWAY C1-06 RICHMOND, VA 23235 C1-07 PHONE: (804) 272-8700 C1-08 FAX: (804) 272-8897 TAX MAP NO.: TM -032 PARCEL ID & LOT: 03200-00-00-005D1 PARCEL ADDRESS: NO ADDRESS HAS BEEN ISSUED PROPERTY NAME: N/A CURRENT OWNER: ALBEMARLE COUNTY SERVICE AUTHORITY OWNER ADDRESS: 168 SPOTNAP ROAD Al -01 CHARLOTTESVILLE, VA 22911 PARCEL SIZE: 0.60 ACRE IMP. COVER: 0.04 ACRES DISTURBED AREA : 0.13 ACRES ZONING: LIGHT INDUSTRIAL (LI) - OVERLAY DISTRICT MAGISTERIAL DISTRICT: RIVANNA ZONING VARIANCES: N/A ZONING PROFFERS: N/A PROPOSED USE: WASTEWATER PUMP STATION AND PUBLIC UTILITIES (UNMANNED) M2-01 BUILDING AREA=600 SF, ONE-STORY, MAX. HEIGHT=15.3 FT WATERSHED: NORTH FORK RIVANNA (BELOW WATER INTAKE) WATERSHED USGS DATUM: HORIZONTAL DATUM -VA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE NAD 83 M5-01 VERTICAL DATUM - NAVD 88 SOURCE OF TOPOGRAPHY: FIELD SURVEY, JANUARY 2009 EO -01 SOURCE OF SURVEY: RICE ASSOCIATES ELECTRICAL SITE PLAN E2-01 308 TURNER ROAD, SUITE G E3-01 RICHMOND, VA 23225 E4-01 PHONE: (804) 674-9723 E4-02 FAX: (804) 674-9726 REVISIONS CAMELOT PUMP STATION ALBEMARLE COUNTY, VIRGINIA SDP 200900096 ACSA PROJECT N O.: 2008- 15 VICINITY MAP SCALE: 1" = 1500' MANY 2010 WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 27 (804) 272-8700 RICHMOND, VIRGINIA l p www.wrallp.co com SHEETS TITLE GO -01 COVER SHEET CO -01 GENERAL NOTES, ABBREVIATIONS AND LEGEND C1-01 SITE LAYOUT PLAN C1-02 GRADING PLAN C1-03 DRAINAGE PLAN, CROSS SECTIONS AND PROFILES C1-04 E&S CONTROL PLAN - OFFSITE IMPROVEMENTS C1-05 E&S CONTROL PLAN - PHASES I AND II ONSITE IMPROVEMENTS C1-06 SITE PIPING PLAN AND PROFILES C1-07 CPS FORCE MAIN PLAN AND PROFILE C1-08 CPS FORCE MAIN PLAN AND PROFILE C1-09 CAMELOT WWTP DEMOLITION PLAN C1-10 CAMELOT WWTP DEMOLITION NOTES, SALVAGE LIST, ASSIGNMENTS AND E&S CONTROL NARRATIVE C4-01 NOTES AND DETAILS C4-02 NOTES AND DETAILS C4-03 EROSION AND SEDIMENT CONTROL NOTES & DETAILS AO -01 ARCHITECTURAL ABBREVIATIONS, NOTES AND LEGEND Al -01 ARCHITECTURAL FLOOR AND ROOF PLAN A3-01 ARCHITECTURAL ELEVATIONS A4-01 ARCHITECTURAL BUILDING AND WALL SECTIONS A4-02 ARCHITECTURAL DETAILS A6-01 ARCHITECTURAL SCHEDULES AND DETAILS SO -01 STRUCTURAL NOTES AND TYPICAL DETAILS S1-01 PLANS AND SECTIONS S3-01 SECTIONS AND DETAILS MO -01 MECHANICAL ABBREVIATIONS, NOTES, AND LEGEND M2-01 MECHANICAL PLANS M4-01 MECHANICAL SECTIONS M4-02 MECHANICAL SECTIONS M5-01 MECHANICAL SCHEDULES AND DETAILS M5-02 DETAILS EO -01 ELECTRICAL LEGEND AND ABBREVIATIONS E1-01 ELECTRICAL SITE PLAN E2-01 ELECTRICAL LIGHTING PLAN E3-01 ELECTRICAL POWER PLAN E4-01 ELECTRICAL LIGHTNING PROTECTION AND GROUNDING PLAN E4-02 ELECTRICAL LIGHTNING PROTECTION AND GROUNDING DETAILS, RISER DIAGRAM E5-01 ONE LINE DIAGRAM AND SCHEDULES E6-01 ELECTRICAL DETAILS E7-01 ELECTRICAL PANEL SCHEDULES AND LIGHTING FIXTURE SCHEDULE E7-02 ELECTRICAL SITE LIGHTING PHOTOMETRICS 10-01 P & ID SYMBOLS AND ABBREVIATIONS 11-01 P & ID 11-02 CONTROL SYSTEM ARCHITECTURE APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING *Izotv ENGINEERING 1 5�s�o INSPECTIONS S� S ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY G *w T f 14 1 0 VIRGINIA DEPARTMENT OF TRANSPORTATION L$�d uhu C51Z4.I -W I o HEALTH DEPARTMENT 4A- 246(o y��p►LTH oF�f Hp NSA ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET �� VERT.: N/A 168 SPOTNAP ROAD ms 1 DANIEL J. SELI 9 DATE. MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 Lic. No. 023410 DaICNED• cE� CAME LOT PUMP STATION of DRAWN: YLM GO -01 L° 31�° COVER 43 SStoNnL ��ti CHECKED- DJS _ PROJECT NO.- 46466-002 c� 0 N 0 0 Cn a - U N 0 0 I �a- i w U i Cn w J V) L w U 0 0 Q U N 0 C c0 a - i Z LEGEND FOR UTILITY MARKINGS UNDERGROUND TRAFFIC SIGNAL TR TR TR UNDERGROUND CABLE TV TV TV TV - UNDERGROUND FIBER OPTIC F/0 F/❑ F/0 - UNDERGROUND ELECTRIC LIGE UGE UGE- UNDERGROUND TELEPHONE UGT UGT UGT- UNDERGROUND GAS GAS GAS GAS UNDERGROUND WATER LINE W/L W/L W/L UNDERGROUND SEWER FORCE MAIN SILT FENCE FM FM - END OF INFORMATION (SIGNAL STOPS) SAF EO/ DIVERSION DIKE LEGEND & SYMBOLS EX. CONTOUR - - - -- - - -- - - - -- PROP. CONTOUR EX. CONTOUR ANNOTATION PROP. CONTOUR ANNOTATION PROP. SPOT SHOT ELEVATION EX. EDGE OF PAVEMENT PROP. EDGE OF PAVEMENT EX. PERMANENT EASEMENT PROP. PERMANENT EASEMENT PROP. CONST. OR TEMP. EASEMENT EX. PROPERTY OR RIGHT-OF-WAY LINE PROP. PROPERTY LINE EX. TREE LINE PROP. TREE LINE EX. GRAVITY SEWER PROP. GRAVITY SEWER PROP. FORCE MAIN -- 300 396.3---, ..�. �• ��IV,AW,l//-/-/-/ PROP. DECORATIVE FENCE PROP. WATER SERVICE LINE W W W PROP. ELECTRIC SERVICE LINE E E E SETBACK LINE ' EX. WETLANDS 100 YR FLOOD PLAIN 100' STREAM BUFFER EX. STREAM LIMITS OF DISTURBANCE PROP. SANITARY SEWER MH CALLOUT PROP. STORM DRAIN STRUCT. CALLOUT PROP. WATER METER PRP. YARD HYDRANT SOIL BORING TEST PIT SB SB LOD LOD 0 A EROSION & SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE CE CAN INLET PROTECTION IP - Communication Handhole CULVERT INLET PROTECTION CIP C.L.F. PERMANENT SEEDING CMP PS TEMPORARY SEEDING - Combination TS DUST CONTROL Cov. DC DIVERSION - Corrugated Plastic Pipe Dv OUTLET PROTECTION OP - Ductile Iron Pipe TREE PROTECTION TP -: ----� o SILT FENCE SF SF SAFETY FENCE SAF XX DIVERSION DIKE DD - Force Main ROCK CHECK DAM CD 61 pr NO. DATE BY REVISIONS GENERAL NOTES: 1) DATUM: EX. STORM SEWER STRUCTURE SCHEDULE - HORIZONTAL: VIRGINIA STATE PLANE C/) Storm Drain MH \J Grate Inlet 18" CMP Grate Inlet Curb Drop Inlet 5)Grate Inlet Storm Drain MH 6:1�3_15" CPP Inv.=535.22 COORDINATE SYSTEM, SOUTH ZONE, NAD83 Rim=538.72 Rim=533.36 Inv. In=461.66 Rim=429.50 Rim=409.53 Top=402.24 Rim=542.16 Inv. Out=398.71 (A) Inv. In=536.16 - Inv. In=531.47 Inv. Out=530.74 Inv. Out=461.27 Inv. In=427.21 Inv. In=394.02 Q15" RCP Inv.=524.46 VERTICAL: NAVD88 Inv. Out=427.16 Inv. Out=393.72 (B) Inv. In=535.76 �� Curb Drop Inlet 3/ Curb Drop Inlet 7@36" RCP W FES Rim=541.09 � Grate Inlet P / Inv. Out=533.06 - 2 PROPERTY DISCREPANCIES EXIST IN Rim=534.31 Rim=479.68 4 Grate Inlet Grate Inlet Inv.=377.76 ),15" RCP Inv.=525.25 Inv. In=534.84 Inv. Out=472.26 To -396.94 AREAS WHERE NOTED. RIGHT OF WAY IN Inv. In=529.14 Rim=427.60 p= Storm Drain MH Inv. Out=534.76 Inv. Out=528.80 Inv. 1n=424.19 Inv. In=391.79 �/ Storm Drain MH Rim=544.64 Curb DropInlet AREAS OF CONFLICT TAKEN FROM VDOT 3 Curb Drop Inlet (_3 Storm Drain MH Inv. Out=383.21 Rim=518.40 - HIGHWAY PLAN 0684D - NEW ROUTE 29. P Inv. Out=424.17 Stormwater Top=528.07 _ # Rim=541.83 /� Riser Pipe Rim=461.23 CL Inv.= 493.4+/- Storage Structure Inv. In=521.72 Inv. In=535.63 Top=541.36 Inv. In=456.12 Throated Inlet ('J Curb Drop Inlet (A) Inv. In=513.40 Inv. In=539.27 3) PROPERTIES SHOWN HEREON MAY NOT Inv. Out=535.53 liv. Out=456.03 45 Rim=400.74 0 REFLECT ALL EASEMENTS OF RECORD. Rim=424.81 (B) Inv. In=510.90 Inv. Out=537.24 4 Storm Drain MH /9 Grate Inlet 15" Inv. 1n=416.17 Inv. out=395.79 9&Curb Drop Inlet Rim=524.49 3 Curb Drop Inlet Rim -544.08 " C�Storm Drain MH Top=527.79 4) PROPERTY BOUNDARIES SHOWN HEREON Rim=544.08 In=517.06 Rim=456.48 18 Inv. In=408.21 a Storm Drain MH QDrop Inlet DO NOT CONSTITUTE A CURRENT BOUNDARY CL Inv.=537.38 Inv. Out=516.00 Inv. In=450.61 Inv. Out=408.21 To =518.56 Rim=544.95 Inv. Out= 2.85 Inaccessible Rim=400.14 P- Inv. In=539.20 Inv. Out=522.82 SURVEY BUT ARE LOCATIONS OF THE (Pipes ) Inv. Out=450.39 CL Inv. =393.24 Inv. In=516.11 (A) Inv. Out=Blocked CURRENT DEEDS OF RECORD. 46 Throated Inlet Inv. Out=515.76 5 18 RCP W/FES � Grate Inlet (Pipes Inaccessible) (B) Inv. Out=539.20 Curb Drop Inlet Inv.=541.77 Rim=519.43 Grate Inlet Top=419.68 , Top=529.08 5) UNDERGROUND UTILITIES WERE Inv. In=509.37 Rim=453.15 Inv. Out=:41 1.38 �� Curb Drop Inlet Grate Inlet Inv. In -523.63 DESIGNATED AND CHECKED BY ACCUMARK, Curb Drop Inlet Inv. Out=448.01 Rim=398.43 To =521.65 c?�Grate Inlet Inv. Out=523.58 INC. Rim=546.30 Inv. Out=509.29 P- � Inv. In=392.18 Inv. Out=517.64 To =544.10 A Inv. In=540.69 ,/ �'�J Grate Inlet � Throated Inlet P- () 2/ Grate Inlet Inv. Out=391.83 Inv. Out=539.75 B Inv. In -539.66 Rim=451.73 Top=415.,59 99 Curb Drop Inlet 6) CEMETERY SITES WERE NOT OBSERVED () Rim=514.77 " Inv. Out=407.69 �7JStorm Drain MH To =530.43 WITHIN THE PROJECT LIMITS, HOWEVER Inv. Out=539.20 Inv. In=504.18 15 Inv. In=446.39 Storm Drain MH Rim=520.90 Top =530.43 Inv. In=447.85 Rim=390.58 � 24" CPP Inv.=532.41 Inv. Out=524.89 THEY MAY EXIST. Conc. Riser Inv. Out=504.15 48 Throated Inlet Inv. In=376.48 (A) Inv. In=516.90 �� Inv. In=541.27 (2 12" CMP Inv. Out=445.55 �� Top=401..76 Inv. Out=376.25 (B) Inv. In=514.10 Oc 12" RCP Inv.=519.13 7) OBSCURED AREAS WERE NOT FIELD Inv. Out=541.12 Inv. In=486.09 Grate Inlet Inv. In=3!97.56 Inv. Out=513.90 &Storm Drain MH LOCATED OR VERIFIED AS A PART OF THIS Rim -450.45 6/ Curb Drop Inlet Rim=539.77 ioi Curb Drop Inlet Inv. Out=484.63 . 12" RCP Inv.=520.51 SURVEY A Inv. In=440.437 Yard Inlet Rim=547.23 () 45)15' CMP Rim=405.89 To 522.95 Inv. In=532.22 Inv. 547.2.43 12" CMP (B) Inv. In=440.43 Inv. In=4'12.47 Inv. Out=402.84 P= Inv. Out=532.16 Inv. Out=518.11 (912" CMP Inv.=508.47 Inv. In=488.80 C Inv. In=444.52 Inv. Out=539.43 Inv. Out=411.88 Inv. Out=488.45 Inv. Out=440.36 62 Curb Drop Inlet Storm Drain MH C9J Curb Drop Inlet Rim=406.06 7 12" RCP Inv.=522.09 Rim=539.39 0 Rim=548.00 12" CMP " SD Grate Inlet Inv. In=402.41 �12" CMP Inv.=509.65 15 CMP W/FES Stormwater Inv. Out=540.25 Top=406..40 Inv. In=495.67 Inv. In=452:42 Inv. Out=402.39 Storage Structure AERIAL SURVEY NOTES: Inv. out=402.22 QCurb Drop Inlet 9 936 CMP Inv.=497.25 Inv. Out=495.32 Inv. Out=449.27 � Inv. In=532.38 /C;, Curb Drop Inlet C3 Storm Drain MH Top=526.04 1) DTM FILE USED TO GENERATE Rim=546.74 @;� Storm Drain MH Rim=405.52 Inv. Out=531.74 `-J 15" CMP 5� Grate Inlet Inv. Out=523.13 �o� Grate Inlet CONTOURS. HATCHED AREAS MAPPED Inv. Out=543.22 Rim=475.40 Inv. In=401.60 To =507.00 Inv. In=442.20 Top=404..83 ( P - CONTAIN VERY DENSE VEGETATION AND Inv. In=470.81 Inv. Out=396.64 �,�Storm Drain MH SHOULD BE FIELD VERIFIED. HATCHED �� 15" RCP W/ FES Inv. Out=437.27 Inv. In=4101.18 �7�Storm Drain MH �-� (A) Inv. In=501.14 Rim=539.12 Inv. Out=401.07 G Grate Inlet Rim=529.38 (B) Inv. In=505.27 AREAS MAY NOT MEET NATIONAL MAP Inv.=542.23 2@ Riser Structure Stormwater Rim=403.88 Inv. In=523.87 Inv. Out=500.85 �� Yard Inlet Storage Structure ACCURACY STANDARDS. DATE OF Grate=463.16 Inv. Out=523.73 g Curb Drop Inlet �� Curb Dro Inlet Inv. In=392.30 PHOTOGRAPHY: 04/10/07 DATE OF P (Pipes Inaccessible Rim=448.04 IP Inv. In=534.19 ,� Rim=546.35 ( P ) Inv. Out=440.34 Rim=404..54 Inv. Out=391.83 Inv. Out=532.59 ° 12 CMP Inv.=505.40 COMPILATION: 04/27/07 Inv. Out=542.29 2� Grate Inlet Inv. In=4100.04 12" CMP 79 Storm Drain MH Rim=468.96 4� 15" CMP Inv. Out=399.94 Rim=529.78 2424" CPP Inv.=532.52 @Grate Inlet 2 AERIAL SURVEY PROVIDED BY LOUISA / 18" RCP W FES Inv. In=404.92 / 18" Inv. In=456.93 Inv. In=437.10 Pipes &Structure Top=507.15 AERIAL SURVEYS, INC. P.O. BOX 430 Inv.=541.77 36" Inv. 1n=444.87 Inv. Out=435.39 C) Curb Drop Inlet Inv. Out=403.98 Inaccessible Inv. In=502.35 MINERAL, VA. 23117 (540) 967-1499 / " - Inv. Out=444.37 Rim=407,.62 12" CMP C9�1 Curb Drop 8Inlet Inv. Out=502.35 12 RCP Inv. In -536.06 ;� 4 / 18" CMP 18" Inv. Iln=399.51 Inv. In=395.16 Curb Drop Inlet P J Grate Inlet Inv. In=431.51 24" Inv. In=397.87 Inv. Out=394.43 Top=531.01 Inv. In=534.92 oa Grate Inlet Storm Drain MH Rim=462.44 (A) Inv. Out=534.76 Inv. Out=429.87 Inv. Out=397.77 12" CMP Inv. Out=526.87 g Inv. Out=534.86 Top=513.66 Rim=534.32 Inv. In=457.94 6 () (A) Inv. In=528.06 Inv. Out=457.94 Inv. In=392.68 Inv. In=504.30 (B) Inv. In=528.15 @, 18" CMP Grate Inlet Inv. Out=392.50 (B15" CPP Inv.=528.66 Inv. Out=504.30 18" CMP Inv. In=424.46 To =413..93 (C) Inv. In=530.40 Inv. Out==403.09 12" Metal 09 Grate Inlet Inv. Out=527.69 Inv.=460.65 Inv. Out=418.92 Inv. In=392.54 O 517.33 GENERAL CONSTRUCTION NOTES Inv. Out=391.49 Top= Inv. In=510510.76 2. EXISTING UTILITIES ARE SHOWN ONLY IN APPROXIMATE LOCATIONS ON FIELD Inv. Out=510.89 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 4. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE:, SURVEY. CONTRACTOR SHALL, ON HIS OWN INITIATIVE AND AT NO PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BW RIGHT -OF --WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A ADDITIONAL COST TO THE OWNER LOCATE ALL UNDERGROUND LINES AND PERMIT SHALL 'BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED � TO STRUCTURES AS NECESSARY. CONTRACTOR SHALL CALL "MISS UTILITY" 0 RWSA GENERAL WATER & SEWER NOTES TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY A BOUNDARY LINE OR A NATURAL WATERCOURSE. 811 AND 811 PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED THE TIME D ANY DAMAGE AND REPAIR TO ANY UTILITY LINES OR STRUCTURES, BY 1. ALL CONSTRUCTION MATERIALS AND METHODS OF OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. COMPLYING WITH THE REQUIREMENTS OF THE UTILITY OWNERS. CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS TO THE START OF WORK. A PRECONSTRUCTION NOT SHOWN WHEN IN THE OPINION OF THE COUNTY ENGINEER OR CONFERENCE WITH RWSA IS REQUIRED PRIOR TO 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO 3. FINAL ACCEPTANCE BY ACSA SHALL NOT BE MADE UNTIL ALL WORK CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHOWN ON CONTRACT DRAWINGS AND INCLUDED IN THE SPECIFICATIONS IS THE START OF WORK. NOTED. SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF COMPLETED INCLUDING PAVING, GRADING, TESTING AND ALL REQUIRED PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHYS ADJUSTMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN SHALL BE INCREASED TO SEVEN (7) FEET. NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL 4. THE ENGINEER WILL INSPECT ALL PIPELINES, AND APPURTENANCES BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEVWAY THERETO, AS SHOWN ON THE APPROVED UTILITY PLANS, LOCATED WITHIN 3. RWSA ENGINEER (MICHELLE SIMPSON AT (434) CONSTRUCTION. ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). DEDICATED EASEMENTS AND/OR PUBLIC RIGHT-OF-WAY. 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIONAY 5. CONTRACTOR SHALL RESTORE UMITS OF WORK TO EXISTING GRADES AND CONSTRUCTION. MULCHED. ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. REINSTALL ALL MAILBOXES, FENCING, LANDSCAPING, LIGHT, POWER POLES, DITCHES, AND REINSTALL ANY DISTURBED PROPERTY PINS BY A VIRGINIA 4. ALL WORK IS SUBJECT TO THE INSPECTION AND 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND) CERTIFIED LAND SURVEYOR, ETC. DISTURBED OR TEMPORARILY RELOCATED ACCEPTANCE BY RWSA. NO TIE-INS TO THE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETNL,., DURING THE WORK. EXISTING SYSTEM SHALL BE MADE WITHOUT ACHIEVED. SHALL BE STRICTLY ADHERED TO. COORDINATION WITH AND THE PRESENCE OF RWSA 6. ALL WATER MAIN AND FORCE MAIN FITTINGS AND APPURTENANCES SHALL STAFF. NO WORK SHALL BE CONDUCTED ON RWSA 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDMSSION BE RESTRAINED, AND BLOCKED WITH CONCRETE PER ACSA STANDARD FACILITIES ON WEEKENDS OR RWSA HOLIDAYS WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE DETAILS. UNLESS PERMITTED OTHERWISE BY RWSA IN DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS3 WRITING. SHALL BE NULL AND VOID. 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL 5. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA FOR UNIFORM TRAFFIC CONTROL DEVICES. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE 8. INGRESS AND EGRESS OF ALL PRIVATE DRIVEWAYS TO BE MAINTAINED AT MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALL TIMES. DRIVEWAYS OR ENTRANCES DISTURBED DURING CONSTRUCTION THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCCE SHALL BE REPLACED AT ORIGINAL CONDITION AS SHOWN ON THE DETAILS. MUST BE PRESSURE TESTED PRIOR TO CONNECTING CONCRETE PIPE -CLASS III. AND MANUAL TO THE SYSTEM. 9. IN AREAS WHERE SETTLING HAS OCCURRED, CONTRACTOR SHALL BACKFILL 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL. BE WITH STONE AS DIRECTED BY ACSA INSPECTOR. 6. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY THE PLANS FROM DATA AVAILABLE AT THE TIME OF 1926). ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO 10. TRENCHES AND EXCAVATIONS WITHIN VDOT ROADS SHALL BE BACKFILLED DESIGN AND IS NOT NECESSARILY COMPLETE OR PROVIDE SAFE AND CONVENIENT ACCESS. COMPLETELY WITH 21-A STONE. CORRECT. THE CONTRACTOR SHALL BE 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH 11. FOR PIPELINE INSTALLATIONS WITHIN EXISTING VDOT R/W• CONTRACTOR RESPONSIBLE FOR THE VERIFICATION THE GENERAL CONSTRUCTION NOTES FOR STREETS THIS LIST LOCATION, SIZE AND DEPTH OF ALL EXISTING IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC MUST NOTIFY VDOT WHEN INSTALLATION BEGINS SO THAT DENSITY CAN BE UTILITIES, BOTH SURFACE AND SUBSURFACE. THE ROADS. TESTED ON TRENCH BACKFILL (95% ASTM. D-698 0 OPTIMUM MOISTURE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE INSPECTION OF ALL PROPOSED ROADS WITHIN THE }2%)' ENGINEER OF ANY DISCREPANCIES BETWEEN THE 1. CONSTRUCTION INSP DEVELOPMENT WILL EC MADE BY THE COUNTY. THE CONTRACTOR MUST 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLLED PLANS AND FIELD CONDITIONS. THE CONTRACTOR UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND 12. CONTRACTOR SHALL PROPERLY NOTIFY ALL PROPERTY OWNERS TWO (2) SHALL USE DUE DILIGENCE TO PROTECT ALL NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. WEEKS PRIOR TO THE START OF ANY CONSTRUCTION (INCLUDING LAND UTILITIES AND STRUCTURES FROM DAMAGE AT ALL HOURS IN ADVANCE OF THE START OF CONSTRUCTION. CLEARING ON PRIVATE PROPERTY). TIMES, WHETHER SHOWN ON THE PLANS OR NOT. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS ANDD DAMAGE TO ANY EXISTING UTILITIES SHALL BE 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY 13. COORDINATE PROPERTY OWNER NOTIFICATIONS WITH ACSA INSPECTOR. REPAIRED BY THE CONTRACTOR TO THE ORIGINAL SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN CONDITION AT NO ADDITIONAL COST TO THE OWNER. THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND 14. DISTURBED DITCHES SHALL BE RESTORED TO EXISTING GRADES AND LINING SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR of 10 OR WITH A VDOT OR COUNTY INSPECTOR PRESENT. EXCEPT WHERE EXISTING GRADES RESULT IN NEGATIVE GRADES. NEGATIVE 7. NO BLASTING SHALL BE PERMITTED WITHIN 100 GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE GRADES SHALL BE CORRECTED TO PROVIDE POSITIVE GRADES BETWEEN FEET OF RWSA FACILITIES WITHOUT WRITTEN MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS GENERAL UTILITY NOTES CULVERTS. PERMISSION AND APPROVAL OF THE BLASTING PLAN FOR APPROVAL. FROM RWSA. GROUND MONITORING DURING 15. ALL FORCE MAINS, WATER MAINS AND GRAVITY SEWERS SHALL BE BLASTING AND A PRE -BLAST SURVEY MAY BE 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO TNHE INSTALLED WITH A MINIMUM COVER OF 3.0 FEET, MEASURED BELOW EDGE REQUIRED. DAMAGE DUE TO BLASTING TO ANY PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY LATEST EDITION OF STANDARDS, FOR THE ALBEMARLE COUNTY SERVICE OF PAVEMENT OR 3.0 FEET BELOW EXISTING GROUND. UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED AUTHORITY (ACSA) UNLESS NOTED OTHERWISE ON THE PLANS OR IN THHE TO THE ORIGINAL CONDITION AT NO ADDITIONAL TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. SPECIFICATIONS. 16. TREES ARE NOT PERMITTED IN THE RWSA OR ACSA PERMANENT EASEMENT. COST TO THE OWNER. WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Plainners 9030 Stony Point Parkway, Suite 220 FAX: 27 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com com DANIEL J. SELI a lic. No. 023410 0 SIONAL E� Yard Inlet Top=520.33 (A) Inv. In=515.24 (B) Inv. In=515.85 Inv. Out=515.16 DYard Inlet Top=521.95 Inv. Out=517.62 (?Curb Curb Drop Inlet Top=526.38 Centerline Str.=522.6+/- (Pipe(s) Inaccessible) (924" RCP Inv.=487.50 24" RCP Inv.=497.92 %1)18" CMP Inv.=506.17 G18" CMP Inv.=515.54 918" METAL Inv.=443.75 (915" CMP Inv.=463.35 Yard Inlet Top=468.48 Inv. Out=465.04 2° 36" BY 36" Box Culvert Inv.=438.60 0 18" CMP Inv.=444.40 (2 Yard Inlet Top=451.45 Centerline Str.=447.0+/- (Pipe(s) Inaccessible) X315" CMP Inv. In=451.79 Inv. Out=451.25 2412" CMP Inv. In=422.51 Inv. Out=421.97 015" RCP Inv. In=516.18 Inv. Out=514.42 SCALE: HORIZ: NLA VERT'.: NIA DATE; MAY 2010 DESIGNED- CEL DRAWN: YLM CHECKED- DJS PROJECT NO.- 46466-002 EX. SAN. SEWER STRUCTURE SCHEDULE Sanitary MH Rim=538.65 Inv. In=527.18 Sanitary MH Rim=541.47 Inv. In=533.37 Inv. Out=533.02 U Sanitary MH Rim=537.32 Inv. In=524.37 O Sanitary MH Rim=534.10 (A) Inv. In=525.70 (B) Inv. In=525.48 Inv. Out=525.39 O Sanitary MH Rim=537.25 CL Inv.=527.47 (Pipes Inaccessible) Sanitary MH Rim=559.88 Inv. Out=542.07 O Sanitary MH Rim=454.68 Inverts Inaccessible (Force Main) ® Sanitary MH Rim=412.51 Inv. Out=392.29 0 Sanitary MH Rim=411.23 Inv. In=390.33 Inv. Out=390.13 0c) Sanitary MH Rim=408.80 CL Inv.=388.50 (Pipes Inaccessible) Sanitary MH Rim=418.15 CL Top Pipe=416.20 (Force Main) /2 Sanitary MH Rim=401.46 Inv. Out=398.61 /3 Sanitary MH Rim=403.39 (A) Inv. In=398.24 (B) Inv. In=398.39 Inv. Out=398.14 ABBREVIATION LEGEND (NOT ALL ABBREVIATIONS MAY BE USED OR SHOWN) Approx. - Approximate BM - Benchmark CAN - Cable Television CHH - Communication Handhole CIP - Cast Iron Pipe C.L.F. - Chain Link Fence CMP - Corrugated Metal Pipe Comb. - Combination Conc. - Concrete Cov. - Covered CPP - Corrugated Plastic Pipe D.B. - Deed Book DIP - Ductile Iron Pipe EJB - Electric Junction Box Esm't. - Easement Ex. - Existing FES - Flared End Section FL - Flange FM - Force Main F.O.W.P. - Fiber Optic Witness Post FH - Fire Hydrant PKF - Found PK Nail F/POST - Fence Post HH - Handhole Inv. - Invert IPF - Iron Pipe Found IRR - Irrigation LP - Light Pole MH - Manhole MJ - Mechanical Joint NPT - National Pipe Thread PE - Plain End PG. - Page PP - Utility Pole PVC - Polyvinyl Chloride Pipe RCP - Reinforced Conc. Pipe Ret. - Retaining R/F - Rod Found RW MON - Right Of Way Monument San. - Sanitary Sew. - Sewer SCO - Sanitary Cleanout SPK VLV - Sprinkler Valve Sta. - Station T.M. - Tax Map Tele. - Telephone THH - Telephone Handhole TPED - Telephone Pedestal Traff. - Traffic Trans. - Transformer UNK - Unknown Util. - Utility W.B. - Will Book WM - Water Meter WMH - Water Manhole WV - Water Valve W/Elec. - With Electric YDL - Yard Light 41 Sanitary MH Rim=401.63 Inv. In=397.73 Inv. Out=397.73 Sanitary MH Rim=405.77 CL Inv.=395.77 (Pipes Inaccessible) �6 Sanitary MH Rim=405.69 (A) Inv. In=400.44 (B) Inv. In=400.57 Inv. Out=400.26 Sanitary MH Rim=406.87 Inv. Out=401.66 I/ Sanitary MH Rim=409.76 Inv. Out=404.44 0 Sanitary MH Rim=405.72 Inv. In=394.62 Inv. Out=394.62 @01 Sanitary MH Rim=404.33 Inv. In=393.88 Inv. Out=393.86 2/ Sanitary MH Rim=395.71 CL Inv.=393.06 (Pipes Inaccessible) 1 Sanitary MH Rim=396.70 CL Inv.=393.40 (P�pes Inaccessible) 2 Sanitary MH Rim=393.85 Filled W/Conc. G�4 Sanitary MH Rim=384.47 (A) Inv. In=375.69 (B) Inv. In=375.64 Inv. Out=375.53 C2�5)_ Outlet To River Inv. Out=365.03 Sanitary MH J Rim=518.88 (A) Inv. In=503.62 (B) Inv. In=503.68 Inv. Out=503.68 C� Sanitary MH Rim=528.48 Inv. In=524.83 Inv. Out=Inaccessible `2J Sanitary MH Rim=527.33 Inv. In=516.23 Inv. Out=515.99 .9� Sanitary MH Rim=527.31 (A) Inv. In=516.43 (B) INV. IN=516.56 Inv. Out=516.36 j; Sanitary MH Rim=529.11 (A) Inv. In=517.13 (B) Inv. In=516.91 Inv. Out=516.91 Sanitary MH Rim=538.60 Inv. In=533.21 Inv. Out=532.99 \j -.1 Sanitary MH Rim=528.61 (A) Inv. In=517.29 (B) Inv. In=517.32 (C) INV. IN=519.66 Inv. Out=517.11 3; Sanitary MH Rim=527.09 Inv. Out=518.96 Sanitary MH Rim=523.92 (A) Inv. In=519.51 (B) Inv. In=519.51 (C) INV. IN=520.02 Inv. Out=519.48 TRAVERSE TRAVERSE & TEMPORARY BENCHMARK SUMMARY DATA BM NO. NORTHING EASTING ELEV. DESCRIPTION PROPERTY MARKER 200 3943858.395 11506246.072 395.085 TRAVERSE NAIL SET 201 3944002.995 11505765.664 405.065 TRAVERSE NAIL SET 202 3943573.947 11505477.863 400.103 TRAVERSE NAIL SET 203 3943060.654 11505221.317 398.021 TRAVERSE NAIL SET 204 3942402.202 11504887.703 394.920 TRAVERSE NAIL SET 205 3941913.521 11504694.700 405.708 TRAVERSE NAIL SET 206 3941395.863 11504430.803 419.394 TRAVERSE NAIL SET 207 3940955.246 11504168.829 430.902 TRAVERSE ROD SET 208 3940336.238 11503910.724 445.209 TRAVERSE ROD SET 209 3939689.884 11503584.542 460.695 TRAVERSE ROD SET 210 3939207.216 11503333.145 478.315 TRAVERSE ROD SET 211 3938835.029 11503144.526 477.080 TRAVERSE ROD SET 212 3938440.955 11502955.571 493.920 TRAVERSE ROD SET 213 3938079.058 11502770.960 496.395 TRAVERSE ROD SET 214 3937729.744 11502592.162 485.981 TRAVERSE ROD SET 215 3937362.968 11502415.341 489.265 TRAVERSE ROD SET 216 3936952.343 11502149.966 508.511 TRAVERSE ROD SET 217 3936453.208 11501938.140 524.368 TRAVERSE ROD SET 218 3936053.920 11501697.889 537.504 TRAVERSE ROD SET 219 3935777.311 11501454.137 544.968 TRAVERSE ROD SET 220 3935504.489 11501205.169 540.931 TRAVERSE ROD SET 221 3936432.668 11502172.461 520.660 TRAVERSE PK NAIL 222 3936330.974 11502362.451 511.465 TRAVERSE ROD SET 223 3936216.727 11502547.246 507.749 TRAVERSE ROD SET 224 3935906.916 11502349.663 519.600 TRAVERSE ROD SET 225 3935606.330 11502095.083 527.903 TRAVERSE ROD SET 226 3935511.503 11501710.588 544.457 TRAVERSE ROD SET 227 3935282.718 11501462.356 544.348 TRAVERSE ROD SET 228 39347 4.963 1 11501019.974-[519.476 1 TRAVERSE ROD SET SURVEY SYMBOL LEGEND FOR EXISTING FEATURES ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 CAMELOT PUMP STATION GENERAL NOTES, ABBREVIATIONS AND LEGEND DRAWING 2 OF 43 SHEET CO -01 aji4rzuo(66; BENCHMARK 1� 0 SANITARY SEWER CLEANOUT PROPERTY MARKER LIGHT POLE BUSH GROUND OR YARD LIGHT tir) TREE (SEE LABEL) C1� STORM DRAIN MH AND CALLOUT O� SANITARY SEWER MH AND CALLOUTA' WATER MANHOLE rV�VP FIBER OPTIC WITNESS POST U TELEPHONE MANHOLE �'-- SIGN FIRE HYDRANT El TELEPHONE PEDESTAL «^ TRANSFORMER `-0-D UTILITY POLE GAS METER y� WATER VALVE MAILBOX WATER METER ? GUY WIRE ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 CAMELOT PUMP STATION GENERAL NOTES, ABBREVIATIONS AND LEGEND DRAWING 2 OF 43 SHEET CO -01 aji4rzuo(66; A -'Q rass _ - S V �3 d ---- -- A GA /V.3 / °05'/ 53 /F c S/G n I mh J Oc, � , C f.."-PBlerr®-. W/Gu_y o _ tri ' J- - r /505 -- � P<3rkiny Lo% TEMPORARY EASEMENT 30.0' -PERMANENT 114301 vc----`- BOARD-- - i r7 1 0 I � � iujffes-� /✓J///J F- 03200 -00 -OD -17 I-IMCI-101 /NG6 . LLC C�-E'ialtis�'GEA/VL� l•/?JL/T}' D. D, 3E26, PG 5B5 I L 1 Pl_A 1: D. B. x � TEMPORARY EASEM NT Graue/Lot (SITE CCESS)ARIABLE WIDTH CR� G�a � VPERMANENT ° EASEMENT #03200 -Do -OC -00 fo L!_C Q r "------ D, B. 3.583, P h'<� j LZAT. D. B. 52 /, PC'. 5.33 ! C` 22& 3740, 39G ° Lao//arils (5) - --- --- - - -- - o - - - - P,7/7 ng Lat VARIABLE WIDTH TEMPORARY VARIABLE WIDTH TEMPORARY EASEMENT EASEMENT (STAGING AREA) (o - 52E°304 / "W ci� WW//- MEW— I ° 5A51N I EAS ENS=Wester L 60 V I .O On con TEMPORARY APPROk: /--OCAT --"l-- � wfg 9N (CONSTRUCTION EA) I D. B. 4.3 /; PG. ! MANENT EAS x � I o I I I /r � � I � I O O L7 ' � W A0,3200-00-00-00550 �, 1 r�MCl HOLON6 �1 LL C Y I 31ock D. B. 36'28 PC, 585 I �_ L� 0 � I � - PLA T • L? B. 43 / PC. 30 O z3o/4grd5 (5) 1 Z). 2 �o d A.�pha/t 0------� ---�------------ a P�rkir7g L of As -- . I PROPOSED 12' FORCE MAIN FM I I , PROPOSED 2" WATER SERVICE ' (WITH TRACER WIRE) I PROPOSED I 18' RCP STORM SEWER PROPOSED 8' CNN LINK EX. SAN, SEWER MANHOLE I FENCE (,TYP•) TO BE REMOVED I I i f •11 Gate �---- --- --- I PROPOSED 1118 6 7 ONE-STORY BUILDING _ --- --- AREA -600S HEIGHT- 19.5' II I F.F.E.=393.50 PROPOSED I I UNDERGROUND WET WELL I PROPOSED I �: EMERGENCY BYPASS Grave/Lot \ 3 I I -- I � Q \ 3 \I �kb I o I � I 1 1,A0,3200 -00-00-005f0 _J I 0, 5 3583, PC. C40 PLA T- 0, 0. 52 /, PC 5,3.3 I I Wa . 1 " C CUL RT REM REM I- o EX. 12' CMP CULVERT TO BE REMOVED I PROPOSED 24" DI GRAVITY SEWER � 16 Q PROPOSED SAN. o SEWER MANHOLE (Typ ) El CWM D POSED SITE j VICINITY MAP ADJACENT PROPERTY OWNER SCALE: 1 "-2000' OWNER: HMC HOLDINGS LLC OWNER: RIVANNA WATER AND SEWER AUTHORITY OTAX MAP: TM -032 © TAX MAP: TM -032 ZONING: LIGHT INDUSTRIAL ZONING: LIGHT INDUSTRIAL USE: OFFICE USE: PUBLIC - WASTEWATER TREATMENT PLANT OWNER: CHIRO LLC OWNER: RIVERS EDGE ASSOCIATES LLC ©TAX MAP: TM -032 O TAX MAP: TM -032 ZONING: HEAVY INDUSTRIAL ZONING: RURAL AREAS USE: COMMERCIAL USE: RESIDENTIAL (SINGLE FAMILY) LAYOUT INFORMATION FOR SITE PIPING SHOWN ON SHEETS C1-062 C1-07 AND C1-08. -- Comb. PO/e /t/O# err/n/y o 52�.304 / lel/ l2 11,01f e%, Pena; tory R= 0' 21 - - ----- d)22 ---- - - - - - _ Grace/ CONNECTION II •� _ 5tary _l� , I I 7EX. 1 ETAL ULVERT �7�j 1 woo ock \ p TO BE �EMOVE - Ished 1 y s I PROPOSED • P D 18 DE -- 1 �1 DA_ 11v I OUTLET PROTECTION 12" FL M AND HOLE ��, On COt�C. - ? ' x I APf ROX L OCA T,` O/ P a 6' -- --_- -__ Deck W�;\ I PROPOSED ALBEMARLE COUNTY SERVICE AUTHORITY y steps �� 'j Z- / l/ L �z_ V /L� i-�-- O I - 1 ern- ` 1 /� I (/ f�1� 1 ACCESS DRNE coNr�eoL PARCEL ID: 03200-00-00-005D1 v I �`v n I 9 I PUMP (2) ACQUISITION uMlrs - x - - - =0.60 ACRES 5'C.L.F. IN/Barbed lire 3 0 5, ,43 /, P6. 1 / B� D 13 I I /�� AREA I � (L`� �i1' I CAMEL O 0..200 00-oo-oosoo - - - - - - - - - - - - - - - PROPOSED 2 RIVANNA WATg ��/ 4 GENERATOR L°R r /= C6 I 5fWL=R AVTf/OR/TY y� �\ l - - _��''! \ 1 W D. B. 76B, PG. 2. i2 3 % �, i 100 -YR FLOOD PLAIN LIMITS � g I PLAT. D. B. 92/, PG 5. OBTAINED FROM ALBEMARLE COUNTY GIS I (FEMA MAP N0. 51003C0145D, EFFECTIVE N � � � DATE FEBRUARY 4, 2005) I � 03 0 00 00 ooSDo "177 BA`5/1V R/ NIVA WA TfR 4t x Oeck W1 fg A �l Tt/Oil/TY" 1 1 76-:1 PC: 272 _ (� QVf ` 25 I LA ! 'r\1 . 1...-." .2 ! f 4./ i ✓ 3� \\ o f 0 1 cn l)CD ---------- ---- -- - 5 --. x x __ a' ------- S3732 31 `W N 65.09' ------- � 5' C. Z, /15:.7l� 10'_3rbed 11re --- X 1 C) 0 I i V) w `n N PROPOSED PROPERTY BOUNDARY LIMITS REVISIONS WORK POINT SUMMARY POINT NO. NORTHING EASTING DESCRIPTION O 3943819.07 11506148.27 TEMP. EASEMENT CORNER 2O 3943733.42 11506105.75 TEMP. EASEMENT CORNER 3O 3943664.55 11506244.46 TEMP. EASEMENT CORNER ® 3943718.3 11506271.14 TEMP. EASEMENT CORNER 5O 3943743.39 11506243.07 BUILDING CORNER © 3943756.73 11506216.2 BUILDING CORNER 0 3943774.65 11506225.09 BUILDING CORNER ® 3943761.31 11506251.96 BUILDING CORNER 9Q 3943778.91 11506280.02 CORNER OF PAVED LOT QO 3943794.42 11506287.72 CORNER OF PAVED LOT 11 3943826.66 11506236.2 CORNER OF PAVED LOT O2 3943776.81 11506300.19 PERM. EASEMENT CORNER Q3 3943821.8 11506322.52 PERM. EASEMENT CORNER ® 3943845.52 11506274.74 PERM. EASEMENT CORNER ®5 3943888.24 11506281.36 PERM. EASEMENT CORNER 16 3943891.3 11506261.6 PERM. EASEMENT CORNER @7 3943846.59 11506254.67 PERM. EASEMENT CORNER ® 3943781.09 11506237.04 CENTER OF STRUCTURE 09 3943808.13 11506256.99 CENTER OF STRUCTURE SCALE PROPOSED SITE LAYOUT PLAN SCALE Em 0 20' 40' 0 50' 100' p,LTH pF SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET pf� "V�: AS SHOWN N/A 168 SPOTNAP ROAD MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 � DANIEL J. SEL- a of WHITMAN, REQUARDT AND A,SSSOCIAITES, LLP DESIGNED: CEL CAMELOT PUMP STATION � Lic. No. 023410 ORAwN: � Ci 1- 01 Engineers, Architects and Planners �0 6(� ��o w�' 43 9030 Stony Point Parkway, Suites 220 �sStoxnL ��Gti� CHECKED' DJS - SITE LAYOUT PLAN o �I� FAX: 272-8897 PROJECT NO.- 46466-001- (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com CD 0 0 0 Cn U N O O BY 730.3200 00-00 005D0 ✓-110C ✓tOL ON r_7,51 L L C C.5. 3624 , ' 555 SLA i D. ZY. 43 /, 1'6. 30, 4� N O X ' —� 01-- X _,n o APPROX. LOCATION P OF BURIED STORM r 6r9ve/ Lot o \ J\ o I\ ,� � C✓�'✓Ro, LLC° D, �..35��3, PG, C40 PLA T: a 5, 92 / P6. 5,33 C) STRUCTURE p, I I ( J \ I \ NILLUI: I I I I (SEE - NOTE 7) EX. CHAIN-LINK FENCE I ' \ '- 1. PROVIDE TEMPORARY SUPPORT OF ALL UTILITY POWER 1 (SEE NOTE 5) ✓ 5t0�.� � `, ,o--,� ( I may, I. � V I I III I -- \ \�-� . \ POLES. COORDINATE WITH RAPPAH ANNOCK ELECTRIC COOPERATIVE (REC) AS REQUIRED. � 2. EXISTING POWER SUPPLY AND SERVICE TO CAMELOT WWTP SHALL BE MAINTAINED AT ALL TIMES. NOTIFY M I I _ Right of W ism REC, ACSA, AND RWSA ONE WEEK IN ADVANCE IF (� SERVICE PREQUIRES TEMPORARY SHUTDOWN DURING THE ORK w Q o o �, \ \ v� 30.0' PERMANENT I I I ` 3. PROVIDE ACCESS TO EXISTING CAMELOT WWTP SITE AT \� I I , ALL TIMES. i -----EASEMENT �� , I 4. INSTALL FENCING FOLLOWING SUCCESSFUL CONSTRUCTION ;�- _ _ _ _ _ - o� - - - I I - 'I AND ACCEPTANCE OF CAMELOT PUMP STATION BY ACSA 7 Lot `� . I - 1 \ AND SUCCESSFUL ABANDONMENT OF EXISTING CAMELOT o � '' I I I � � i I ,�, � \ \ o — G s - -- / I = �\ WWTP. I I I q �a \ \ \ \ 5. USE EXISTING GATE OR PROVIDE TEMPORARY GATES AND u PAVEMENT \ FENCING AS REQUIRED FOR CONSTRUCTION EQUIPMENT 1 I ( (s SHEET C4-0 \ ACCESS. NOTIFY AND COORDINATE WITH ACSA AND o ' / 8' I I II I 2 \ CONSTRUCTION INSPECTOR. PSED � S I \ \ �HNN-RUONK FENCE ' . ' I I / � \ p . / SEE NOTE 4 I I . Q11Im/POwa�POLE \ 6. EXCESS EARTH MATERIAL SHALL BE HAULED AND LIMITS OF LUMP SUM ( ) S OTES t AND 2 �� \ \ STOCKPILED OFFSITE AT AN APPROVED LOCATION. •� BID REM N0: 3 EX. UTILITY/POWER POLE I � � ` ( ) o (SEE NOTE y I I o � \ � 7 STORM STRUCTURE NOT EXPOSED AT SURFACE. EX. CHN�UNK FENCE (SEE NOTE 5) O�l \ o� \ \ STRUCTURE LOCATED THROUGH TELEVISED INSPECTION I \ OF EXISTING STORM SEWER. 4,od- 1 r _"IL3935/ 3. o b, / Ole / Vo� �/l/�6V � . _ 39� � p _- — _ -- -- - o e 9s., 397 39 _- .— — — — -- �._ i --- - _- - —396.5 F.F.E. .393.5 --- — — , `2g4,51N 1 390 0 _ 392.7 '--- gy- �- , f A �OCA w'fR poMPe 90 VLE WDTHo4):(. CONTROL 7 PERMANENT --- - '- - - -- — ---- \ _ T -------------- 38$95_ �0� UMI FLOP �- �r�i/e✓ ,� ( --+I / o LOD =Y--101) _ _ LOD __- BID N0. tQi' _ � y_ uMRs 0�' LUMP SUM (/foo oGk98 Cp L BID ITEM NO: _ -- - _ - a -- -- - _._' G=oO of ooJ`�Do "17PDA5/N R1 A11VA WA TZ:9 4t % L/TI'�oR/TY _ 7C4c , f G 272IF LOD 24 ----------�-- j�f�� _,./ REVISIONS WHITMAN, REQUARDT AND ASSOCIAITES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 27 (804) 272-8700 RICHMOND, VIRGINIA l p www.wrall�.co com SCALE: ��p,LTH �F Ll HORIZ: 1 "-20' VERT.: N/A DATE. MAY 2010 DANIEL J. SELI a DESIGNED- CEL Uc. No. 023410 DRAWN: YAM 'Pp�f ' 131 l o G�� CHECKED- DJS SjONAL E� PROJECT NO.- 46466-002 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 CAMELOT PUMP STATION GRADING PLAN SCALE 0 �241za�s(.�'lo DRAWING SHEET 4 OF C1-02 43 '- STA 0+00 - � o 1A 0 0+00 \ �OIrT� 29 STA 0+16 AsohaU / (RIGHT 0,- �!1a Y LU/DT VAR/55) <� \- - z �r1zJ 01 X, -LOCATION OF STRUCTURE / N3/ -05, '/ / e 47 C5 - (SEE 1) -- _-- \ - - �J W. /.. C' -J �-..J _ _�—:' :�— _ J , n/<i�: ol, -- -- - E A�h3/C ter\ -1O 0+00 / UNNZ :n y m 250i fY: 20' G1ia/er L/rie f,rrit. - --- Trail — - -.. 50.5, 5/2446 � ` 25°40'54"W� I TC TRAVEL PATH RECEIVING CHANNEL CROSS SECTIONS (TOTAL LENGTH -930) _ - B _ _ _ (SEE LOCATIONS BELOW) 1 2.28 ACRES — — G/ -au a C � \ SfM/NO'C IKA/L hOU7E 29 �, �' SCALE - 1 "=5' 1. STORM STRUCTURE NOT EXPOSED AT SURFACE. A5//,�/ l5c�ry�ra' ' (R/GN7OFwahlviDT ��Aeirs �, A f STRUCTURE LOCATED THROUGH TELEVISED'rk"-g L°� r�� OF EXISTING STORM SEWER N s "14.BACK �oARD � A +10 STA 0+00 (TRAPEZOIDAL CHANNEL) Qio=10.72 CFS n=0.033 (RIPRAP) CHANNEL SLOPE=0.5% W=4.50 FT SIDE SLOPES (H:V): LT. 44:1 — RT. 25:1 Vio=1.54 FT/S Dio=0.55 FT STA 0+16 (TRIANGULAR CHANNEL) Q10=10.72 CFS N=0.045 (EX. NATURAL, WEEDY) CHANNEL SLOPE=4.65% SIDE SLOPES (H:V): LT. 16JA — RT. 25:1 V10=2.58 FT/S D10=0.44 FT NOTE: SHEET FLOW AND NON—EROSIVE VELOCITIES ARE OBTAINED. NO CHANNEL IMPROVEMENTS ARE REQUIRED. VERTICAL SCALE HORIZONTAL SCALE 0 5' 10' 0 5' 10' ---- -- 03200 00 00 O✓l30 jvt.) a,C I \\ ' G 7 s I _.__. - — � HMr HOLDi,uG lLc � � _ —� -- - --- —� - , ?O' J/✓IiiVA Cif A/UD U7/l /71' D. L3. 3628, PG 5B.5 \ \ \ B aS/OlM"RlSfR FDr1LONC FLAT. DB. 43/.1 c I I \ \ ' /_RA%UL/7 TO � T�>C R/f/GC Q X � / ` L76 431. PG. 30/ l� o \, ---- ` \ `� \� /V3/ G / APPROX. LOCATION OF ( Graue/Lot \ \ \ \ �� N3/ Oso'/ BURIED STORM STRUCTURE \ \ _ __ \ \ �M//Bo \— ' - 9 59.1 6'` (SEE NOTE 1) � `- y \ 6;. G/ 3') TC TRA PATH MAL -41191 Sigr / Z"')/- - _ I W.P. , G. `640 F O. DN23 4o �%/ _ 1 / 250,,a) to � PLAT D, 5. 92 /. /96, 533 i° � 1 / /�1 � � �f � �� . a � 20' Water_ Z 117 Esm't. 1505, 1-6. ,56-1 ' B woe - waft --J Metal tBlock \ �I Lrr. 2,- al 5 sway` - --- ------ � 0 o//aid' \ i� ..y o Tc TRAVEL PATH � Bidq. f/ <L � � � I - . 3 O, fG..j96 0' O _ \ �— 7 /�y� \ \ u 1 1 \ 1 0 L \�v�AL LENGTHa930`)__---- a l.7 �I Bo�iar . �tsFha/t r. , ,n I oo�t Fe ce \ \ Tc TRAVEL PATH 0 0° \ \ — ...... --- + - - PanEma L\ J \ \ \ �TO�TAL LENGTH -3561 Ai I � / \ I \ Parking Lot c _ `l' (SEE NOTE 2) D 1 \ 3 0.30 NG E ACRES o EXISTI . 1 , #03 00-00- Uo- 0580 P90,PL£R7Y5L/13JL°CI 70 t/MC hOLDING.. L/_C e 8 r7. LZ _14%Be Wire - - - / - '3 / u' `. Tc / . ed. N /Guy �l RST 20'DRA/NAGCAND L/7%L17 D. B. 3628. PG B_5 - - - - - --- - - w - -- - - \ T'G4 T. D. B. 43 /, 3071 ro EA,SL=MENT RESCRI/ED ALONG o I --- - - --- -f\_ - - - TO THE IfR Q ------- --- -- ------- -- `; _� — --- sy� F L O B af3 G 301 L7 / ----- �z — Power / t Bd TT:I�OfWs'i DNERSION� � " / P 1 � Graue � \ - ---- -� f __ _ Cr' BOX Q�G 6 Gras Q \ `A ___--.-__ -' _ --�/ 'i f.I'�O'SfWC� F, Z✓/'r sc [=` 5e rKPUMP CCCIRO. CLC i-�- - `- --»- ,—•----._."'._— ---- � )\ \ o / C -- ©��4O cry Bo1ar s (5� P.4 7 B.9°PG:3 Woo- Bi 74- \\ \/�/✓— �� - .`—--__—_-_.-.---- ---- --- -__._mo 1OO-F* FLOOD PLN LMTfS00��ND Desk D/ �2 8 '3I9 .Oo /f'WGa, y FROMALBEMARE COUNTY (FEMA �NO:51A1 wr OOo l i i r W/Barbedm ( y (S/i _EFFE°T�FEBRUARY 4;-20 X � AprhmagC Fr Mile NOTES: • N _ O -- \ � i � • � \ '� I 1. STORM STRUCTURE NOT EXPOSED AT SURFACE. 9111ANNA WASTRUCTURE LOCATED THROUGH TELEVISED TER_ \ \__ -- SFI7ERAUIc-, 272 h' \ \ �= --_� -- / \ � \, —' rn INSPECTION OF EXISTING STORM SEWER. 76d, P(; 272�� a� aj 8�i -� _ -- -_ � / % ------ -- — -- i I` U. B. 92 PG 5 3 V rV y \\ ex � � t / % A h` ---` �-� • ° `9 � �� ✓� � � '' �'=�\�'-� _ -. � � v 16°30 / comb, fU /`''2AW/6'// 2. ONSITE OVERLAND FLOW TO POINT OF --PROPo Tom____. N>' of = ANALYSIS IS OBTAINED BY SHEET FLOW Oox-_ I ------- - -----— CY o' 3EL5. �ff 'E \ vn K✓u -r - _ CD ----- yam- - q (/)- - 100-11 1A FLOOD PUR LIMITS OBTAINED--- D eck W/ \ - cv _ !� J %. \FROK ALBEIT E-�OU�CIi S _ Stc; 0 t \ \ \ \. _i' /� ' Vii. IIR \, (FEMA Milo.-�-t0o3co�4so�— _ - cL — EFFECITVT>- y—?ti05 J5 W/Barbc dWire- X w N PRE -CONSTRUCTION DRAINAGE PLAN POST -CONSTRUCTION DRAINAGE PLAN SCALE SCALE U "' U_ 0 60' 120' 0 60 120 Cn O No. DATE BY REVISIONS LTH p�, Ste', 1•aso' ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET Dl�� HVERT: NIA 168 SPOTNAP ROAD 'MAY 2010 CHARLOTTESVILLE VIRGINIA 22911 5 WHITMAN, RE UARDT AND ASSOCIAYTES, LLP DANIEL J. SELI a DATE: ' / Q DESIGNED' CEL OF Uc. No. 023410 CAMELOT PUMP STATION CD Engineers, Architects and Plamners �� DRAWN: AM 1-03 9030 Stony Point Parkway, Suite 220 °'ssjo (3CHECKED- DJs DRAINAGE PLAN, CROSS SECTIONS AND PROFILES 43 / 804 272-8700 RICHMOND, VIRGINIA FAX: 272-8897NAL PROJECT N0.• 46466-002 z i � wwzv.2urallp. com MEN ,,,,'1��■ '' ■■ ■■■■■■rte ■■■■■■■■■■■■■■��-- ■ moi' •' Q.�iil F._ ■C MMME 0+00 \ �OIrT� 29 STA 0+16 AsohaU / (RIGHT 0,- �!1a Y LU/DT VAR/55) <� \- - z �r1zJ 01 X, -LOCATION OF STRUCTURE / N3/ -05, '/ / e 47 C5 - (SEE 1) -- _-- \ - - �J W. /.. C' -J �-..J _ _�—:' :�— _ J , n/<i�: ol, -- -- - E A�h3/C ter\ -1O 0+00 / UNNZ :n y m 250i fY: 20' G1ia/er L/rie f,rrit. - --- Trail — - -.. 50.5, 5/2446 � ` 25°40'54"W� I TC TRAVEL PATH RECEIVING CHANNEL CROSS SECTIONS (TOTAL LENGTH -930) _ - B _ _ _ (SEE LOCATIONS BELOW) 1 2.28 ACRES — — G/ -au a C � \ SfM/NO'C IKA/L hOU7E 29 �, �' SCALE - 1 "=5' 1. STORM STRUCTURE NOT EXPOSED AT SURFACE. A5//,�/ l5c�ry�ra' ' (R/GN7OFwahlviDT ��Aeirs �, A f STRUCTURE LOCATED THROUGH TELEVISED'rk"-g L°� r�� OF EXISTING STORM SEWER N s "14.BACK �oARD � A +10 STA 0+00 (TRAPEZOIDAL CHANNEL) Qio=10.72 CFS n=0.033 (RIPRAP) CHANNEL SLOPE=0.5% W=4.50 FT SIDE SLOPES (H:V): LT. 44:1 — RT. 25:1 Vio=1.54 FT/S Dio=0.55 FT STA 0+16 (TRIANGULAR CHANNEL) Q10=10.72 CFS N=0.045 (EX. NATURAL, WEEDY) CHANNEL SLOPE=4.65% SIDE SLOPES (H:V): LT. 16JA — RT. 25:1 V10=2.58 FT/S D10=0.44 FT NOTE: SHEET FLOW AND NON—EROSIVE VELOCITIES ARE OBTAINED. NO CHANNEL IMPROVEMENTS ARE REQUIRED. VERTICAL SCALE HORIZONTAL SCALE 0 5' 10' 0 5' 10' ---- -- 03200 00 00 O✓l30 jvt.) a,C I \\ ' G 7 s I _.__. - — � HMr HOLDi,uG lLc � � _ —� -- - --- —� - , ?O' J/✓IiiVA Cif A/UD U7/l /71' D. L3. 3628, PG 5B.5 \ \ \ B aS/OlM"RlSfR FDr1LONC FLAT. DB. 43/.1 c I I \ \ ' /_RA%UL/7 TO � T�>C R/f/GC Q X � / ` L76 431. PG. 30/ l� o \, ---- ` \ `� \� /V3/ G / APPROX. LOCATION OF ( Graue/Lot \ \ \ \ �� N3/ Oso'/ BURIED STORM STRUCTURE \ \ _ __ \ \ �M//Bo \— ' - 9 59.1 6'` (SEE NOTE 1) � `- y \ 6;. G/ 3') TC TRA PATH MAL -41191 Sigr / Z"')/- - _ I W.P. , G. `640 F O. DN23 4o �%/ _ 1 / 250,,a) to � PLAT D, 5. 92 /. /96, 533 i° � 1 / /�1 � � �f � �� . a � 20' Water_ Z 117 Esm't. 1505, 1-6. ,56-1 ' B woe - waft --J Metal tBlock \ �I Lrr. 2,- al 5 sway` - --- ------ � 0 o//aid' \ i� ..y o Tc TRAVEL PATH � Bidq. f/ <L � � � I - . 3 O, fG..j96 0' O _ \ �— 7 /�y� \ \ u 1 1 \ 1 0 L \�v�AL LENGTHa930`)__---- a l.7 �I Bo�iar . �tsFha/t r. , ,n I oo�t Fe ce \ \ Tc TRAVEL PATH 0 0° \ \ — ...... --- + - - PanEma L\ J \ \ \ �TO�TAL LENGTH -3561 Ai I � / \ I \ Parking Lot c _ `l' (SEE NOTE 2) D 1 \ 3 0.30 NG E ACRES o EXISTI . 1 , #03 00-00- Uo- 0580 P90,PL£R7Y5L/13JL°CI 70 t/MC hOLDING.. L/_C e 8 r7. LZ _14%Be Wire - - - / - '3 / u' `. Tc / . ed. N /Guy �l RST 20'DRA/NAGCAND L/7%L17 D. B. 3628. PG B_5 - - - - - --- - - w - -- - - \ T'G4 T. D. B. 43 /, 3071 ro EA,SL=MENT RESCRI/ED ALONG o I --- - - --- -f\_ - - - TO THE IfR Q ------- --- -- ------- -- `; _� — --- sy� F L O B af3 G 301 L7 / ----- �z — Power / t Bd TT:I�OfWs'i DNERSION� � " / P 1 � Graue � \ - ---- -� f __ _ Cr' BOX Q�G 6 Gras Q \ `A ___--.-__ -' _ --�/ 'i f.I'�O'SfWC� F, Z✓/'r sc [=` 5e rKPUMP CCCIRO. CLC i-�- - `- --»- ,—•----._."'._— ---- � )\ \ o / C -- ©��4O cry Bo1ar s (5� P.4 7 B.9°PG:3 Woo- Bi 74- \\ \/�/✓— �� - .`—--__—_-_.-.---- ---- --- -__._mo 1OO-F* FLOOD PLN LMTfS00��ND Desk D/ �2 8 '3I9 .Oo /f'WGa, y FROMALBEMARE COUNTY (FEMA �NO:51A1 wr OOo l i i r W/Barbedm ( y (S/i _EFFE°T�FEBRUARY 4;-20 X � AprhmagC Fr Mile NOTES: • N _ O -- \ � i � • � \ '� I 1. STORM STRUCTURE NOT EXPOSED AT SURFACE. 9111ANNA WASTRUCTURE LOCATED THROUGH TELEVISED TER_ \ \__ -- SFI7ERAUIc-, 272 h' \ \ �= --_� -- / \ � \, —' rn INSPECTION OF EXISTING STORM SEWER. 76d, P(; 272�� a� aj 8�i -� _ -- -_ � / % ------ -- — -- i I` U. B. 92 PG 5 3 V rV y \\ ex � � t / % A h` ---` �-� • ° `9 � �� ✓� � � '' �'=�\�'-� _ -. � � v 16°30 / comb, fU /`''2AW/6'// 2. ONSITE OVERLAND FLOW TO POINT OF --PROPo Tom____. N>' of = ANALYSIS IS OBTAINED BY SHEET FLOW Oox-_ I ------- - -----— CY o' 3EL5. �ff 'E \ vn K✓u -r - _ CD ----- yam- - q (/)- - 100-11 1A FLOOD PUR LIMITS OBTAINED--- D eck W/ \ - cv _ !� J %. \FROK ALBEIT E-�OU�CIi S _ Stc; 0 t \ \ \ \. _i' /� ' Vii. IIR \, (FEMA Milo.-�-t0o3co�4so�— _ - cL — EFFECITVT>- y—?ti05 J5 W/Barbc dWire- X w N PRE -CONSTRUCTION DRAINAGE PLAN POST -CONSTRUCTION DRAINAGE PLAN SCALE SCALE U "' U_ 0 60' 120' 0 60 120 Cn O No. DATE BY REVISIONS LTH p�, Ste', 1•aso' ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET Dl�� HVERT: NIA 168 SPOTNAP ROAD 'MAY 2010 CHARLOTTESVILLE VIRGINIA 22911 5 WHITMAN, RE UARDT AND ASSOCIAYTES, LLP DANIEL J. SELI a DATE: ' / Q DESIGNED' CEL OF Uc. No. 023410 CAMELOT PUMP STATION CD Engineers, Architects and Plamners �� DRAWN: AM 1-03 9030 Stony Point Parkway, Suite 220 °'ssjo (3CHECKED- DJs DRAINAGE PLAN, CROSS SECTIONS AND PROFILES 43 / 804 272-8700 RICHMOND, VIRGINIA FAX: 272-8897NAL PROJECT N0.• 46466-002 z i � wwzv.2urallp. com WGO/OL�BR/AR A.550CIA TES i 5Q2 3 f D.G. i hl�„w 52 103.34 l f /O S TP �� ' �� 5a�'-- -- _� �--`�'G;z-�``-�--- f � � _ -- -- -Ery- � � = -c' _ __-= �,- C FNS TS PSIN \ PS c: , rf/ c„��% �.� ✓ / -�� .W 'odd (2� _- .-77 M TIFTY-Tr Ir Ili 1 -`7LG j=w __/7/_1 - — - �'- --- -o -- _ -. — — --- - (� W l �L / Cp1� t� vU uY % j /�7 �3'l�!/ 6ras5iSF /L / NX I / M 5 y / 11 l'� i ��ir-,.i _ =-- --- _ _--- -- ---_ _-- .J % i` % /l4ia�d � (I / — -- - ---fir. -- -- _ / ^� tm GUbod ° � _ � �� -�=_ -_-- —_— -_- - _ --- - --- r-��_ '� -__ - I "�dr , -� X525 40 54 "W� J � �A�-_ —_- — � -z`-�. - -= -- - C -r — Pte-- _ = �--� ril------r------tea-------g�--o------,--;:_ SIM//l/OLr� TPA/L %V, ROUTE 29 / A. (R/Gf/TO/=W14/W/DTf-1 (/AR/I5) CE �l _ — x� _ \\ ------ — _ _ - __ _ — —_ E NOTE 2 -- -- I - { -- _ - /��. — - - - -- -- -- -- - - -- - - - - _err --_ - STA 19+50 MATCHLINE THIS SHEET S v 9 S v D S v D L— LOD L D�-�-- L`0 - J ------- - Ea 25`Riyht of Way Ism't. / \� B. 3740 PG i BOW O I c.� 3 0 0 0 a U N O O CD (D lo - V) V) Q - U V) W J U_ w NO. DATE / J U / 0 0 U / N 0 D. B. 3628. PG.I 585 ' \� I OJ ., \ . oc PLAT D. B, 4� /, L� Com. X m I IP _ v o J TP or j I I 1 / CD I I I N I I I I Bollards (5) --- - r--amP, rkiny LoTP t I I I CIP t _ �'o. ._ j \ Grave/ Lot _j \ oys ? Cf -H190, LLC 640 PL, -I T. D. B. 92 PG 533 Z),10 3�0 PG. 39E I �Ace, I� \ Comb �i r2 SF \ BAS//V --- AOCA \- / ' If` ' J BY REVISIONS gave/ y WDVTP 6A5/1V Deck W/ Steps, --SF10 On Cc, --� SFWf. R PZ CONTROL ITE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON SHEET C1-05. NOTES: 1. CONSTRUCTION ENTRANCE SHALL BE INSTAM-LED AFTER THE CONSTRUCTION OF PROPOSED 12' FORCE MAIN. 2. TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH FIGURE TTC 4.0 OF THE VIRGINIA WORK AkREA PROTECTION MANUAL.. NO WORK IS TO BBE PERFORMED WITHIN THE EXISTING TRAVEL LANES OR MEDIAN ALONG ROUTE 29, DURING THE TRENCHLESS INSTALLATION OF THE 12” FCORCE BY THE VDOT INSPECTOR. 3. ALL CASING PIPE MUST BE INSTALLED UNDER THE REQUIREMENTS OF ARTICLE 3—ENCASEMDff AND ALLIED MECHANICAL PROTECTION OF THE [LAND USE PERMIT MANUAL. 3 HITMAN, REQ UARDT AND A SSO CIA[ TES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272 (804) 272-8700 RICHMOND, VIRGINIA www. wradlp. cocor m c m #0 3260-0000 00060 WOOWR/AR A5.50C/A 7C5 05, 6'90, 1`16. 232 PLA T: D, 5. 2904. P6, 32 /- -i-_ -4 Oz? o = _�� I -- 051- 7- �1H.A-M-NIN �'- ,� �fi_(TTE EXISTING -PAVED— I` ,{ -- ENTRANCE DRIVE TO <� Q � USED FOR � �� -� /'0N0W 02kACCES \ I 3 6"-- - nn; \nn _ I �N23 4 I I s; /CU. W. f' d o � 250.29 ye'C� r DANIEL J. SELI Uc. No. 0123410 A0 513 Ito A SSIONAL � 9'O ter N220L117e L55177t. /SG5 A�pha/t � Gramme/ \Park�ny Lot STA 19+50 MATCHLINE — THIS SHEET SCALE: HORIZ: 1 ”=40' VERT.: N/A DATE; MAY 2010 DESIGNED- CEL DRAWN: YLM CHECKED- DJS PROJECT NO.- 46466-002 W ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 CAMELOT PUMP STATION E & S CONTROL PLAN - OFFSITE IMPROVEMENTS !x/26 SCALE 0 40' 80' 20c0r DRAWINGT SHEET 6 OF 43 C1-04 ASpha/t v i h ',II CE / 5tory frarr'e (SEE W01 N � � _ 1I -- �I.__f'ACK BOARD #03200-00-00-0050��a h'MC r/OLD//VC5 LLC = / �- ' If -�.- I 9 200,10 ` I TS D. B. 3628. PG.I 585 ' \� I OJ ., \ . oc PLAT D. B, 4� /, L� Com. X m I IP _ v o J TP or j I I 1 / CD I I I N I I I I Bollards (5) --- - r--amP, rkiny LoTP t I I I CIP t _ �'o. ._ j \ Grave/ Lot _j \ oys ? Cf -H190, LLC 640 PL, -I T. D. B. 92 PG 533 Z),10 3�0 PG. 39E I �Ace, I� \ Comb �i r2 SF \ BAS//V --- AOCA \- / ' If` ' J BY REVISIONS gave/ y WDVTP 6A5/1V Deck W/ Steps, --SF10 On Cc, --� SFWf. R PZ CONTROL ITE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON SHEET C1-05. NOTES: 1. CONSTRUCTION ENTRANCE SHALL BE INSTAM-LED AFTER THE CONSTRUCTION OF PROPOSED 12' FORCE MAIN. 2. TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH FIGURE TTC 4.0 OF THE VIRGINIA WORK AkREA PROTECTION MANUAL.. NO WORK IS TO BBE PERFORMED WITHIN THE EXISTING TRAVEL LANES OR MEDIAN ALONG ROUTE 29, DURING THE TRENCHLESS INSTALLATION OF THE 12” FCORCE BY THE VDOT INSPECTOR. 3. ALL CASING PIPE MUST BE INSTALLED UNDER THE REQUIREMENTS OF ARTICLE 3—ENCASEMDff AND ALLIED MECHANICAL PROTECTION OF THE [LAND USE PERMIT MANUAL. 3 HITMAN, REQ UARDT AND A SSO CIA[ TES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272 (804) 272-8700 RICHMOND, VIRGINIA www. wradlp. cocor m c m #0 3260-0000 00060 WOOWR/AR A5.50C/A 7C5 05, 6'90, 1`16. 232 PLA T: D, 5. 2904. P6, 32 /- -i-_ -4 Oz? o = _�� I -- 051- 7- �1H.A-M-NIN �'- ,� �fi_(TTE EXISTING -PAVED— I` ,{ -- ENTRANCE DRIVE TO <� Q � USED FOR � �� -� /'0N0W 02kACCES \ I 3 6"-- - nn; \nn _ I �N23 4 I I s; /CU. W. f' d o � 250.29 ye'C� r DANIEL J. SELI Uc. No. 0123410 A0 513 Ito A SSIONAL � 9'O ter N220L117e L55177t. /SG5 A�pha/t � Gramme/ \Park�ny Lot STA 19+50 MATCHLINE — THIS SHEET SCALE: HORIZ: 1 ”=40' VERT.: N/A DATE; MAY 2010 DESIGNED- CEL DRAWN: YLM CHECKED- DJS PROJECT NO.- 46466-002 W ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 CAMELOT PUMP STATION E & S CONTROL PLAN - OFFSITE IMPROVEMENTS !x/26 SCALE 0 40' 80' 20c0r DRAWINGT SHEET 6 OF 43 C1-04 "D Lj 0 L 0 /-/0/- 0IN65 _j ZZ I? ZY 964�_ul IL' 6 -Z'\ (5, 1�'6, 5,�'_/15i 1PZA L 00 ZY 00 1'::ZA T., 5�� /PC, 3V _j I \ / I �i I \_�r 0 FSITE EROSION AND �� o / d (� x SEDIMENT CONTROL MEASURES \\SHOWN ON SHEET C1-04. _j 010,3200- 00- 00- 0052-`0 ,A0,3200-- 00- 00- 005f0 cl-lwo 6'W190' ZZ C zzc Z), Z5, 435�53 "C-, 640 5 Z). 5. 3,5�53�, C-40 �2 B. 92 /-- r-7, "5 4215, 921-1 /PC, 5,F,3 ___� .3 3i i � � � � 0 \ � • I Ill I I � \ \ EX 12 CULVERT TO BE 25IR 25 Rl�ot 0 DA 2-0.77 ACRES E-MOVE6 Z), Z3 0 QI-) <1 O CD (5) Gol Go, Lj 001 -N J T01 GOI -) oo� zotl 00. MW GAS EX. 12" W CULVERT TO BE REMOVED (SEE "NOTE 3)\ �° x/ X x HATCHING -NOTES CRITICAL-15CLOPE AREAS TP EX,,-UfiuTY/POWER POLE CIP 0 (SEE NOTE 3) 0 b HATCHING DENOTES V" 2:1 SLOPES / I � ' I \ � \ --_ \ CE (SEE NOTE / ' / - \ �4 0 �MPOR T ARY CE VEE SMPED DIVERSIO. &I 4,00, Llr4 rb b' --A EVERT TO B REM DC \81w C j �O'CO&'�-, 'T�rBEO� REMOVED TP_ ---- --- --- /Z11 z J/r 1211 TN Z 0 5A 51N A TIE -I -------------- > VEE-SRqm ��W'fk I ,��_�-.. T�_ �ION4 TO /; /%' I F O \ s� X - F'� �/I �%/�% _ 00sm OF RIPRAP CHANK ALONG WVW fit (L ST SF '1Z cr':� vel J// - -LODLOD BASIN LOD -77 LOD LOD 4story �[-'WqMk TO D -\ BE_U TS PS JUTE SF \ , > TO E&S CONTROL PHASE I NOTES E&S CONTROL PHASE II NOTES HATCHING DENOTES DEMOLISHED AND PERMAN SEEDED UPON- DECOMMISSIONING 0 h 9 1. REFER TO NARRATIVE, NOTES, AND DETAILS ON EROSION AND SEDIMENT CONTROL 1. REFER TO NARRATIVE, NOTES, AND DETAILS ON EROSION AND SEDIMENT THE CAM NOTES AND DETAILS SHEET. CONTROL NOTES AND DETAJLS SHEET. DECOMMISSIONING -Of THE CAMELOT Iii017L9A,51AI WWTP TO COMMCE-UPON--- ACeEKANCE AND OPERATION OF 2. EXCESS EARTH MATERIAL SHALL BE HAULED AND STOCKPILED OFFSITE AT EXCESS EARTH MATERIAL SHALL BE HAULED AND STOCKPILED OFFSITE AT AN I1 2. 'ME CM810T PUMP SWON. AN APPROVED LOCATION. APPROVED LOCATION. —REM TO SHEET CI -09 MV Cl 10 F0"E-GAMELQT V" A NNA WA Tz-" 79 4 t NNA WA T�fg 4t —03. COORDINATE WITH RAPPAHANNOCK ELECTRIC COOPERATIVE AS REQUIRED. 3. FOR DRAINAGE AREA OF VEE SHAPED DIVERSION REFER TO SHEET Cl Z)erk W1 3. PROVIDE TEMPORARY SUPPORT OF ALL UTILITY/POWER POLES. ABANDONMENT PLAN. E7 A ZJTI�091TYII' Ln Q) SSP.) TO PREVENT EROSION (REFER TO VIRGINIA EROSION AND SEDIMENT 4. COORDINATE INSTALLATION OF SILT FENCE AND VEE SHAPED DIVERSION WITH RWSA (n 76�5�, 1'::6. 272 OPERATOR AT CAMELOT WWTP. 7C4 FC7. 2 72 4. SLOPES STEEPER THAN 3:1 MUST BE PLANTED WITH LILY -TURF (LIRIOPE • 2 55 6, 5,33 92 C) 5, , 5. EXCESS SUITABLE EXCAVATED MATERIAL SHALL BE HAULED AND STOCKPILED BY I C) SF - SF IP6, 5,33 CONTROL HANDBOOK). Cn < SF SF x V) THE CONTRACTOR OFFSITE AT THE CWH PROPERTY (PARCEL # SF 'LOSF CL SF x �F _y X_ x SF L LOD x 7 x x C14 03200-00-00-02000) OR OTHER APPROVED LOCATION. COORDINATE STOCKPILE F 8j 5. EXCESS SUITABLE EXCAVATED MATERIAL SHALL BE HAULED AND Z' /7' 'a',- D LOD CD D LOD CD LOCATION WITH ACSA INSPECTOR. SEE VICINITY MAP ON SHEET Cl -01 FOR STOCKPILED BY THE CONTRACTOR OFFSITE AT THE CWH PROPERTY SF c.0 PROPERTY LOCATION. UNSUITABLE MATERIAL AND ROCK SHALL BE LEGALLY SF (PARCEL # 03200-00-00-02000) OR OTHER APPROVED LOCATION. 12411 DISPOSED OF OFFSITE BY THE CONTRACTOR. (SEE NOTE 4) COORDINATE STOCKPILE LOCATION WITH ACSA INSPECTOR. SEE VICINITY MAP ON SHEET C1-01 FOR PROPERTY LOCATION. UNSUITABLE MATERIAL AND ROCK SHALL BE LEGALLY DISPOSED OF OFFSITE BY THE CONTRACTOR. SCALE EROSION AND SEDIMENT CONTROL PHASE I EROSION AND SEDIMENT CONTROL PHASE 11 6 io, Qj L. V) NO. DATE BY REVISIONS H SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET p HORIZ: 1 "-20' VERT.: NZA 168 SPOTNAP ROAD 7 DATE: MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 > < DANIEL J. SELI 5c5 I L3 (5�l WHITMAN, REQUARDT AND ASSOCIAITES, LLP DESIGNED' CEL OF CAMELOT PUMP STATION CD Uc. No. 023410 Cl -05 CD Engineers, Architects and Pla,,nners DRAWN: YLM 9030 StonPoint ParkwaSuite 220 (0 CHECKED' DIS FAX: 272 8897 PROJECT N46466-2 E & S CONTROL PLAN - PHASES I & 11 ONSITE IMPROVEMENTS 43 y y, � - (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com I - \14 I "D Lj 0 L 0 /-/0/- 0IN65 _j ZZ I? ZY 964�_ul IL' 6 -Z'\ (5, 1�'6, 5,�'_/15i 1PZA L 00 ZY 00 1'::ZA T., 5�� /PC, 3V _j I \ / I �i I \_�r 0 FSITE EROSION AND �� o / d (� x SEDIMENT CONTROL MEASURES \\SHOWN ON SHEET C1-04. _j 010,3200- 00- 00- 0052-`0 ,A0,3200-- 00- 00- 005f0 cl-lwo 6'W190' ZZ C zzc Z), Z5, 435�53 "C-, 640 5 Z). 5. 3,5�53�, C-40 �2 B. 92 /-- r-7, "5 4215, 921-1 /PC, 5,F,3 ___� .3 3i i � � � � 0 \ � • I Ill I I � \ \ EX 12 CULVERT TO BE 25IR 25 Rl�ot 0 DA 2-0.77 ACRES E-MOVE6 Z), Z3 0 QI-) <1 O CD (5) Gol Go, Lj 001 -N J T01 GOI -) oo� zotl 00. 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DECOMMISSIONING -Of THE CAMELOT Iii017L9A,51AI WWTP TO COMMCE-UPON--- ACeEKANCE AND OPERATION OF 2. EXCESS EARTH MATERIAL SHALL BE HAULED AND STOCKPILED OFFSITE AT EXCESS EARTH MATERIAL SHALL BE HAULED AND STOCKPILED OFFSITE AT AN I1 2. 'ME CM810T PUMP SWON. AN APPROVED LOCATION. APPROVED LOCATION. —REM TO SHEET CI -09 MV Cl 10 F0"E-GAMELQT V" A NNA WA Tz-" 79 4 t NNA WA T�fg 4t —03. COORDINATE WITH RAPPAHANNOCK ELECTRIC COOPERATIVE AS REQUIRED. 3. FOR DRAINAGE AREA OF VEE SHAPED DIVERSION REFER TO SHEET Cl Z)erk W1 3. PROVIDE TEMPORARY SUPPORT OF ALL UTILITY/POWER POLES. ABANDONMENT PLAN. E7 A ZJTI�091TYII' Ln Q) SSP.) TO PREVENT EROSION (REFER TO VIRGINIA EROSION AND SEDIMENT 4. COORDINATE INSTALLATION OF SILT FENCE AND VEE SHAPED DIVERSION WITH RWSA (n 76�5�, 1'::6. 272 OPERATOR AT CAMELOT WWTP. 7C4 FC7. 2 72 4. SLOPES STEEPER THAN 3:1 MUST BE PLANTED WITH LILY -TURF (LIRIOPE • 2 55 6, 5,33 92 C) 5, , 5. EXCESS SUITABLE EXCAVATED MATERIAL SHALL BE HAULED AND STOCKPILED BY I C) SF - SF IP6, 5,33 CONTROL HANDBOOK). Cn < SF SF x V) THE CONTRACTOR OFFSITE AT THE CWH PROPERTY (PARCEL # SF 'LOSF CL SF x �F _y X_ x SF L LOD x 7 x x C14 03200-00-00-02000) OR OTHER APPROVED LOCATION. COORDINATE STOCKPILE F 8j 5. EXCESS SUITABLE EXCAVATED MATERIAL SHALL BE HAULED AND Z' /7' 'a',- D LOD CD D LOD CD LOCATION WITH ACSA INSPECTOR. SEE VICINITY MAP ON SHEET Cl -01 FOR STOCKPILED BY THE CONTRACTOR OFFSITE AT THE CWH PROPERTY SF c.0 PROPERTY LOCATION. UNSUITABLE MATERIAL AND ROCK SHALL BE LEGALLY SF (PARCEL # 03200-00-00-02000) OR OTHER APPROVED LOCATION. 12411 DISPOSED OF OFFSITE BY THE CONTRACTOR. (SEE NOTE 4) COORDINATE STOCKPILE LOCATION WITH ACSA INSPECTOR. SEE VICINITY MAP ON SHEET C1-01 FOR PROPERTY LOCATION. UNSUITABLE MATERIAL AND ROCK SHALL BE LEGALLY DISPOSED OF OFFSITE BY THE CONTRACTOR. SCALE EROSION AND SEDIMENT CONTROL PHASE I EROSION AND SEDIMENT CONTROL PHASE 11 6 io, Qj L. V) NO. DATE BY REVISIONS H SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET p HORIZ: 1 "-20' VERT.: NZA 168 SPOTNAP ROAD 7 DATE: MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 > < DANIEL J. SELI 5c5 I L3 (5�l WHITMAN, REQUARDT AND ASSOCIAITES, LLP DESIGNED' CEL OF CAMELOT PUMP STATION CD Uc. No. 023410 Cl -05 CD Engineers, Architects and Pla,,nners DRAWN: YLM 9030 StonPoint ParkwaSuite 220 (0 CHECKED' DIS FAX: 272 8897 PROJECT N46466-2 E & S CONTROL PLAN - PHASES I & 11 ONSITE IMPROVEMENTS 43 y y, � - (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com I - ---- -- - C\ 0 '`0J 00 00- 00.5.0 0 i \? / 3¢.0 P ENT ;? 0-312()0-00-00- 50 / 12"IDI FORCE MAIN I I I I � `EM LL(. �'Iff / / -� <-/ r� ' / \ (SEE SHEET C1-08) I I 9S �I ` ` a L) ��i ��.�- , ,C._ L c..- \ / l FUTUR 12 DI ORCE N \ \ �, I Z� �. 626' 5 55 i 'PROPOSED 2" WATER SERVICE \ ' I nORCT' 12 \ PROPOSED 14\_Dl ,\PLX T:"\ C, �, 92 L�'G', ,5�3�37-R >_(SEE NOTE 2) O N RAVITY SEWER �j )FL "� t [! �•�� / �� •0 / ' EX. UTILITY/POWER POLE I I ( PROFILE, THIS SCEO EM � Il II o O. -- (SEE NOTE 3%/ � \ � ~� �U NOTES. i 16" DI FORCE MAIN VAL OF EXISTING (SEE SHEET C1-08) j / i' f l i r� "� E 11506273.01 Comb, Po% Nom lel/ G 1. PROVIDE BYPASS PUMPING OPERATIONS TO ALLOW FOR REMO Uy " INSTALLATION OF 14" GRAVITY SEWER PROPOSED-x°O� `�'►� 12 DI GRAVITY SEWER AND INS MH OAND RECONSTRUCTION OF EXISTING MH 2i. _.__ --� -- �� __.s391S 60.0 --� -- -'� 39 39 _ , , D PROPOS 14" DI TEMPORARY 12" PLUGS ON BOTH EFFLUENT PIPES FROM _- -;;_-=TEMPORARY- - J� a. PROVIDE TEM �— _ EXISTING MH ;20', AND MH 22' €MENT_===- - - 9 - - - - -- --_- -�_�� - ------ --- ----- --- - -..._ ___ - - - - GRAVITY SEWtR, v� \ � r \ _- �- _ � -A -- - --- - -- \ l - b. PROVIDE BYPASS PUMPING FROM MH C20 TO MH 22i AND FROM MH \22 TO THE CAMELOT WWTP. COORDINATE REMOVAL 0r EXISTING CAMELOT WWTP FENCE, BYPASS PUMPING AND CONNECTION TO EXISTING MH 2i ___ _ - --- -- -- ---_-' _ _ --- - ---- WITH RWSA WWTP OPERATOR AND ACSA INSPECTOR. „ PROPOSED MH 2 AND _ -_ _—_ C. CONSTRUCT PROPOSED 14 GRAVITY SEWER, PR O — T EXISTING MH 2i . EFFLUENT PIPE FROM EXISTING MH 2i _- C rvll / 1 L _ RECONSTRUCT 39 2.63 -- L BE PERMANENTLY PLUGGED AND BENCH CHANNEL OF MANHOLE .' BASIN ( E 11 626 - _ -�- \ `--/�t�'/" Box SHALL / \ SHALL BE RECONSTRUCTED FOR PROPOSED FLOW PATTERN. _ 1 \ PROPOSEDPERMANE \ - --� )/ � ' ,-- - � \, ,STORMfS '~ EASEMENT OrI d. UPON COMPLETION, TESTING, AND APPROVAL FOR START-UP OF THE _OCA j \- CAMELOT PUMP STATION, REMOVE 12" PLUGS FROM EXISTING MH20 AND \ 2 \ I 390 x3943777.85 I, �'QlUl�i�'0z - MH '. �. 4� E 11501:9 VARU18 2. PRIOR TO BEGINNING DEMOLITION WORK AT CAMELOT WWTP, CONFIRM�� PER ENT _ \ f \ \ \ LOCATION OF EXISTING WATER SERVICE AND METER BOX TO EXISTING WWTP. ' - - - - - - - - - - - - _ 1 i �;U,3200-00-00-00500 - - - -- INSTALL 2" WATER SERVICE FROM PUMP STATION TO EXISTING WWTP WATER R1 VA Grave/ �- NTAIN EXISTING WATER SERVICE TO EXISTING WWTP DURING i _ G toyMA WA TZ:9 WITH RAPPAHA - -- x STORM WATER STRUCTURE SCHEDULE SERVICE. MAI CONSTRUCTION OF PUMP STATION. REMOVE EXISTING WATER SERVICE TO -� \ i �_ \ _ -- -� -------__------ !-,- \ \ `5,fWf:9 AUTj`1O9/1-T xV�00 INVERT OUT WWTP FOLLOWING DEWATERING AND WASHING OF TREATMENT BASINS DURING REMARKS © OG.k 1 56 DECOMMISSIONING WORK. EXTEND NEW 2" WATER SERVICE TO EXISTING 390.00 �- — _ ___ _\ ,Shed BIG B, 76&, 1`6', 272 9 METER BOX AT ROUTE 29 AND INSTALL TRACER WIRE PER ACSA STANDARDS.. CONFIRM EXISTING METER BOX LOCATION AND COORDINATE WORK WITH ACSAPLA - - -� �_ -- �' T. D, B, 92 PG. 5,33 - INSPECTOR. _.._.18" CLASS -IV -RCP- 20.4 -389.10 _389.00_-_ ,_ 0.50% i FLARED END SECTION - 3. PROVIDE TEMPORARY SUPPORT OF ALL UTILITY/POWER POLES. COORDINATE - - VDOT STD. ES -1 NNOCK ELECTRIC COOPERATIVE AS REQUIRED WITH RAPPAHA - -- x STORM WATER STRUCTURE SCHEDULE STRUC. NO. DESCRIPTION LENGTH INVERT IN INVERT OUT SLOPE REMARKS © 18" CLASS IV RCP 56 392.40 390.00 4.285 - 4' MANHOLE - - - - DROP MANHOLE _.._.18" CLASS -IV -RCP- 20.4 -389.10 _389.00_-_ ,_ 0.50% - FLARED END SECTION - - - - VDOT STD. ES -1 NO. DATE BY REVISIONS w J U 0 0 Q U i N 0 0 WHITMAN, REQUARDT AND ASSOCIA TES, LLP Engineers, Architects and Plamners 9030 Stony Point Parkway, Suite 220 FAX: 27 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com com SCALE: HORIZ: AS SHOWN VERT.: AS SHOWN D TEL J. SEU a DATE' MAY 2010 DESIGNED: CEL Uc. No. 023410 DRAWN: AM A0 liz/ 3 f t o�ti� CHECKED- DJS j&. - E PROJECT NO.- 46466-002 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 CAMELOT PUMP STATION SITE PIPING PLAN AND PROFILES D>l.r_xf'l "4 W "-`^' ) DRAWING SHEET 8 OF Cl -06 43 c, 3 c c c U, CL c c cc cc i cr. L V V a i v; cr. L i c c a c c I 11 cc It Q 2 °3 8A RE F RCE MAIN / �- r ( - �' 3532, P , 588 �� 5 80 /i;; /�� A 1Q/+13 1, 3' � N ° / 5 52 "W APPROXIMATE LOCA % !ice v /�2" LUG�CAP ( I VAR'reLE ID STA 1�+78.7 � PERMAN Y 34 OF FUTURE , %� / STA 1q+13.1j� 4. ILF i / �P ENS EASfMEN 12"-/ ' H. PEND PLG EXISTI G 6 10-3.34 _ _ _ _ _ _ j 2" PLUG VALVE J) � j 1 .0'/ � / � � I N 3943758163 F09,,E ,SIN INLET �� - - - i/// - - ST 10+V3.11 I fi0RAR1f� / / E 1(1505 .89oX L G L� i 1 j J9 ,j % ��-- _ _ J j \ 7 DE CTI�N _ - -- �P �_ � \---�-�r ! +l_� _ �j (�1 , ,�10 y! � �� '--� � �,_ _ «.�..��,.,W: - / - - - - - - - ,,, ,� :i�itrn Gt'vds ♦ - -/ _ _ J ` �ry wu.Jx ♦ \ l % f �----IV, 401 #03260-00-00-00000A 15+45.03 'WOODB,P/AR A5S009 7E5 12"-45' H BEND D.5 6.90 P6. 232 N 394397737 �LA T.• D. 5 29b� f 6. 32 E 11505626.4 30.0'd ��d,,,, w \ \ STA 15+52.03 PERMANENT 12"-46 Q �/) \10.0 �� 1 V c EASEMENT TElbiPORAO'� E� 11505633.05 y� \ EASEMENT \ \ p = `:,)I,II i l //�// % /� J ✓L � � � - /� _ J `- - --% -- _ - = -- - i on o_ \',rl. LB J nQI`I l s ` 411 #03260-00-00-006 14100,909/AR A,550 /. D, 5. 690, 117-16. 2.3, PLA T.- D, 5 2904, PG -5--` J'E4049"W %A_TF�+ 7.49 _- - �Y�A��.FUSI/ �2STA14+92.62 »J,/qJ� , ffd - .N - - _ STA�13+ ..89 I m 12"-11:25 H. 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BEND ��, /� , , I \ /N 3943993.93 STA 19+36.19 TELEVISED INSPECTION OF EXISTING STORM ' I f i I FROM ALBEMARLE COUNTY GIS N 3943874.59 l s Q 11505913.29 12 -45 H. BEND II �II I �I FEMA MAP NO. 51003CO145D, EFFECTIVE ROUTE 29 (NBL) E 11505845.22 \ 0 o N"/2 //E \ SEWER. CONTRACTOR TO VERIFY LOCATION, SIZE ( \ \ AP XIMATE �/ /'� �o�g� \ N 3943996.16 AND DEPTH OF EXISTING STORM DRAIN PRIOR TO DATE FEBRUARY 4, 2005) \ I OF PIT _ 53. /6\ \ E 11505919.92 COMMENCING WORK. y _ ❑P - /'+r ILI_ - \� ��_-- L7 / - _ �5f1 p-�- B' o wav vi TOC auy I. t,r , i' _ _ __ : - __�✓ o Z �N23 °454 / 'Ei 0 Al, -N2 5 2 00.45 f O, W. P, 2 O$ 29 i - P M �,� me #O 2G 0-00-00-OU�EO a5 200. /O r --1 / M -1 / M ---=1 / `- ` r E ,f W' 20' Water L/ne �sm't. Cly/RO, LLC N 13 39j 1�2"- 45' H. END v f G r D, B. /50.5 /-6. _5G / D. L3. 3533, PG. 640 N26s 4/ E p 3800 #03200 -DO -00-00580 c N11505855.76,--3 if 1 / ' c ° E �� 4 ' pha/t � Gra+�e/ LA T: D, B. 92 /. fG. 533 f AlIc HOLD/N615 LLC �i 1 r i Lot B. 3628 PG. 585 LIMITS OF PAVEMENT ORATION D. I GRA L DRIVE (SEE NOTE 2) PLA T:• D. L3. 43/'�. 30 / \ (SEE DET�CI SHEET C4-01) �, f, O I U to W V) W Z LO H N u� 100 -YR FLOOD PLAIN LIMITS OBTAINED FROM ALBEMARLE COUNTY GIS (FEMA MAP NO. 51003CO145D, EFFECTIVE DATE FEBRUARY 4, 2005) W/25arbed Wi % STA 23+10.15, 3.32' LT 12" PWG 6_f )9"W STA 23+104 j0.00 - --�-7 2"X12". WYE— �,i� X N 3943824.51 E 11506252.10 STA 23+14.34 \=J 16"X12" REDUCER N 3943820.5 "0,3200-00-00-005L R/VANNA WA Tf9 4t 5fWE9 AUThOR/TY 768, PG. ,272 -LAT- 0,2 /, PG 533 STA 123+37.78 16" 45 . BEN ��_ N 3437 0++9'/ I IE 1 5062 �/ .70� 6 f 11 *E M N �A, 3 65.01 1 r / �N 94777 J 6" L 0�/& f E 11X06 47f ' I �I 946,9,9.1I ' / E1 6244.>3 Ho 1. RESURFACE EXISTING GRAVEL DRIVE WITH MINIMUM 6" OF VDOT STONE 21A OR B. VERTICAL SCALE 0 5' 10' HORIZONTAL SCALE 0 40' 80' 395 390 385 375 370 365 NO. I DATE I BY 1 V+Z)U LU+UU L I +UU LL+UU 1.S+UU L4+UU 0 2¢ zacs" (6 - REVISIONS WHITMAN, REQUARDT AND ASSOCIATES, Engineers, Architects and Plamners 9030 Stony Point Parkway, Suite 220 (804) 272-8700 RICHMOND, VIRGINIA LLP FAX: 272-8897 www.wrallp.com 410 405 400 395 90 385 ff 375 370 365 4kvHORIZ: SCALE: 1 "_40' ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET VERT.: 1"=5' 168 SPOTNAP ROAD10 MAY 2010 DATE:DDESIGNED• CHARLOTTESVILLE, VIRGINIA 22911 UD�wN: CEL OF CAMELOT PUMP STATIONC1-08 YLM °CHECKED• oJS CPS FORCE MAIN PLAN AND PROFILE 43 PROJECT NO.. 46466-002 _77-- 4 . _ - ; + : ; � • I n ! ,� JL:It" t_0'>tJ r-i:IR ACL �:�-I i ,40U I l� I +r' I r , _ I I n \E I , � r 2" ,CONTROL � •� �_ PANEL EX. 10"X1 - INCR I \ EASER a ► / SEE INSET A 45 BENDIN !.! I, �N - - L y - FOR CONSTRUCTION ("'Tj GIP OF BASIN AND OUTFALL �, : I IR -.--EEC , DRIVEN _ GENERAL NOTES 45' BEND I Pump, REFER TO GENERAL DEMOLITION NOTES AND w DIESEL - 1. z II L (:, Di II'<r.r� r�1 i I '\ S CONSTRUCTION SEQUENCE DECOMMISSION SALVAGE UST DRIVEN , `' ' f AND DEMOLITION TASK ASSIGNMENTS ON SHEET C1-10�� ! PUMP I r� � E�, \LJ�E 2. BASE PIAN DATA TAKEN FROM CAMELOT WWTP vi , ; EX. 45 BEND \ Tn:� EQUALIZATION TANK PROJECT DATED 12-16—OS AS % VALVE, - - '�'''E ''' ''' �_ PS i ,r ,lie PREPARED BY HAZEN AND SAWYER AND FIELD MARK i VAULT UPS PROVIDED BY THE ACSA. i i 3. CONTRACTOR TO PERFORM TEST HOLES AND LOCATE i , TO BE ABANDONED PRIOR TO -' - -- �° i 4 TOTAL L ALL PIPELINES / I ) CONSTRUCTION. j r1 12" D.I. DISCHARGE , ' l �`\ ',�� ;` i ; bl SEWER 1' \ _r4ALL G F , 7 IV h1?16r 4. CONTRACTOR IS RESPONSIBLE FOR FIELD if VERIFYING LOCATING ALL EXISTING UTILITIES, I I+ ` 4; ELEVATIONS, ETC. ANY EXISTING UTILITIES, FENCING, Li ILL WITH PLOWABLE FA ETC. DISTURBED OR DAMAGED DURING ;� '` `-�t` � � 'STE SUR ! I i ♦- ,... -7`] ,FILL I _ CONSTRUCTION, THAT IS NOT IDENTIFIED FOR DEMOLITION OR SALVAGE, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IG 7 - REPAIRED TO PRE—CONSTRUCTION CONDITIONS AT NO K ADDITIONAL COST TO THE OWNER. I 5. ABOVE—GROUND PAINTED METALS SHALL BE - , - r, % T• t�J�7 ..\ !.. .I> l If : I ` 7 ` ? r fd ALA I L7 I1/ i I �; it f l�•` STOCKPILED SEPARATELY AND SALVAGED BY THE - ! ! /1 LL `I .! ... !r f T'<]�i 1, .'J,./..�,_ I �\ f 1 11 PV Jy CONTRACTOR. - \\ I r \ I yrs! I ` = , 6. ABOVE—GROUND WOOD AND CONCRETE STRUCTURES s ' ( '-r r i' i �` ' I - 1 I I!' I t ; ' x r SHALL BE DISPOSED OF AS NORMAL 14 /' I =r ( I 4.. tTI I \ aha �` `• �r. -'' f I I I �% 1 _ PLUG AT OUTFALL CONSTRUCTION/DEMOLITION DEBRIS. REFER TO LEAD i `I, liI III , 1, i _ — T I c') _C _PAINT AND ASBESTOS EVALUATION REPORT INCLUDED -/, 7 I SF APPENDIX IN PROJECT MANUAL ; J ERATIONS BLDG/ F j j' / `♦ I i I I `9 , r` 7. RWSA STAFF SHALL BE PRESENT AT ALL TIMES DURING THE DEMOLITION PROCESS UNLESS OTHERWISE NS �/INDICATED IN WRITING BY RWSA.� , r / ,/j / 1_ _ _ _ i , / �� j �` -_�x yz'_cAE7♦i. AIR S(.1P i-,r AB I/,, ! / / / , I, I I I m ; LL t 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS I / ,,f' / ` . . - ,/ REQUIRED FOR DEMOLITION OF THE SITE AND PROPER f` DISPOSAL OF ALL MATERIALS. -- ------ - — - - EIC1TrEX C. `� III , i � 1 / �i Ir. imp r f -�'/_ X �' / 1 I I 9tllrlL'f I 2 I , *1 i r IV' 591_ 3f / % �' _ - III i r t i a 1 i I ✓I -/,, I rR I t 11IR BL.OWL.RS #1 8c #2/ ♦ ! I \ x '3? I i til REMOVED AND SALVAGE SECURITY FENCE 7 ,y� I II / .� / ...... .......... _....... _ _ - _--_-.- _ - _ - _ _ _ _ _ _ _ _ _ _ I•- i'Al l41�J(, /'I`JC1 ,4{:t f >_' �,I\F.A � I k i J i // , j ----�-------------\� ----=------------------= 1 EXISTING G , •i,IEL >,_ / r- I --'t I; (SEE DEMOLITION TASK ASSIGNMENT ;'' ��AA I ,''� coMr�l�,crE!� No 21! -ONE) i ' / /; - C 15(z- , ACCESS DRIVE/ I I I ► i r I ; I; ; TABLE AND DECOMMISSIONING SALVAGE , / --------------------- -Y or✓`` ; > �'•; v i L. +. pJ I� f [ / K J L� _A >a l / I i G1UAL1lr�7, I IAldl,, ., � �,`,� J / ' I � f_ .rsrr � urc rr�• UST SHEET Cl < f , :QEF -k (fit;. M.')'=. -�}� / i / ` i ,/ f �I I I it �` t l � j REMOVE EXISTING, WATER -SERVICE AFTER ♦:: f INSTALLATION AND CONNECTION OF NEWS I / 70, 0 'ALLONSERVICE TO CAMELOT PUMP STATIONEQuA}-!� 'Tl :N TANK a \ \ U� � nc`� f I- \ `♦\ \ Ij ' �>,-- J TC (SIJ JlI J.L.J _ - ♦ _...._ - .-.. _...., t ft1 O'r I � i riI CONS, ll}• �_I._ '3' � I � , � i ♦\ 1 x Tri ♦ i I i h--- EX DUPLEX LIFT SIA ON I / i 1 ✓� TCP E I_ -_V :•592..501 SF x' 1 DISASSEMB E I NDTS;�-: - PSV :N MO.'!0 ♦ / I I r / ♦ r] j' I 1 RELOCATE `, EQUALIZATI ' i 1; �' -- INV Ei. 390-10 ♦�♦ Cir � � , i RELO QM I ♦ ♦ STORAX , , _ - -� 1 S SH C1-05 FOR BASIN (MAl(.H EX) `♦�, / 1 _ __-- J I I D1—i PT '� a i u / 1 ----- s1 ,�T J / ; ; /� 1 _ ;�:.= ;J%i�":��' C NTIN ATION 0 CydtS I ` .. , , J _ M USES ` REMOVED PRIOR TO-=��_- • INSTALLTION OF TANK t_` �?_i - , � � 1,1 ♦�:. . ♦ ,,' _ �„�' ,. -' -, �- Tq a�;r=�.. ;'_ l ) I i II I 1 / : �\ ♦ .----r-- -----,%>-- ^-- is 1c x , — ? x —f—-----tx x IN A 1 '\ ;,, , =�� i � i I I i J / ♦ � ♦ ♦ _ __ - _ _ - � ` a ,• l / 1p Q) � ' M (S ^d 1 11 go l 1. l l' / \ \ ♦ .-'' - 1 h 'l N61 X ,l CURIiY FFNCf = 11 �� c—...__. -- r x -.. -- r7 1 lz GENS REFER TO SHEET C1-10 FDR DEMOLITION TASK ASSIGNMENTS / P4UG AND ABANDON CONSTRUCTION SEQUENCE, LAND (I _ _ IJ �, ' EX ;v1t-i (�',L Vis;: SALVAGE EQUIPMENT UST. PAR..HALL FI_..MF \ , / = -- -- -- -- + , , IN E Q _ __.- -- — -- --- - -- VE — ! TI l I'ABANDONEi7) _. =- ------ -- ---- _ _ _ - -- -- ---- - - --- 1 I 5' C - STRUCTURE NO. DATE BY REVISIONS WHITMAN, REQUARDT AND ASSOCffATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suitte 220►s� FAX. 2 72 - 8 8 9 7 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.co DANIEL J. SEU a Lic. No. 023410 �o � 131 IONAI' E vERr.: N/A DATE: MAY 2010 DOM— - D CHECKED- DJs 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 11 OF 43 CAMELOT PUMP STATION CAMELOT WWTP DEMOLITION PLAN PROJECT NO.= 46466-OD2 H ,.�. ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET Cl -09 TYPE A TRENCH AND BEDDING DETAIL NITIAL BACKFILL $ 24"'MIN $ MIN. MIN. 6" BEDDING -�, #68 STONE f STABLE SOIL OR ROCK TYPE B TRENCH AND BEDDING DETAIL INITIAL BACKFILL Z STABLE SOIL OR ROCK STONE OP OF PIPE NOTE 1. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 2.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 3. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 4. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 36" MIN. TRENCH AND BEDDING DETAILS NTS 0 n 0.25' MIN. THICKNESS STEEL CASING / ROADWAY I 1" TYPE "K" - SOFT COPPER "xt" TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. (D O 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY I RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON UD PAVEMENT COATED STEEL BAND OR STAINLESS STEEL CASING INSULATORS 36' MIN, TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 Is. 2" CONCRETE FILL TH ENDS 2'-0' 12'-0' I 7' OR 8' 17' OR 8' 2'-0" DUCTILE IRON PIPE 18' OR 20' J❑INT OF D.I. _ (PUSH ON JOINTS) F NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING a PULL -ON END SEAL GASKET, IN LIEU OF CONCRETE FILL, 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS _ a - Q.) i w J NO. DATE W J U 0 0 U i N O O I co I� BY REVISIONS N.T.S FIG. S-5 TD -9 3 ROWS, 4 POINT BARBED WIRE — 3" MIN. O.D. NO. 11 GAUGE — x O MILL EXIST. PAVEMENT TO CLOF EXISTING ROAD OR � OF EXIST. TRAVEL LANE OR TO LIMITS OF PAVEMENT RESTORATION AND 1.5" DEEP TO AVOID FEATHERED EDGES OF EXIST. PAVEMENT OR TRAVEL LANE ROAD JOINTS TO BE TACKED WITH AN APPROVED LIQUID ASPHALT TACK MATERIAL BEFORE PLACEMENT. JOINTS TO BE SEALED WITH AN APPROVED LIQUID BITUMINOUS SEALER AFTER PLACEMENT. MATCH EXIST. PAVEMENT SURFACE ELEVATION AND SLOPE 1.5" MIN. VDOT SM -9.5A (VDOT SM2A), OR MATCH EXISTING THICKNESS `- EDGE OF EXISTING PAVEMENT OR LIMITS OF 12" MI PAVEMENT RESTORATION TRENCH PIPE 3" BM -25.0 ASPHALT CONCRETE GRANULAR MATERIAL COMPACTED 6" MIN. VDOT NO. OR #68 STONE. SEE + 2 1 A OR 21 B AGGREGATE TRENCH AND BEDDING 4" MIN. OR MATCH EXISTING THICKNESS DETAILS, SHEET C4-01. 36" MIN. OVERLAY ROADWAY TO THE LIMITS INDICATED ON PLANS PAVEMENT RESTORATION AND TRENCH DETAIL (FOR INSTALLATIONS WITHIN EXISTING PAVED AREAS) NOT TO SCALE ................. . : 1.5" SM -9.5 A 3" BM -25.0 8" AGGREGATE BASE MATERIAL VDOT #21 B ,��i�� COMPACTED SUBGRADE PAVEMENT DETAIL NOT TO SCALE .......❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.' ►•❖.❖.00O.0000.❖•• � ' • 3/8" MIN. ROUND R( WMAN'//k\v11A\V11 \VZfA\vi o CONCRETE FOOTING (END, CORNER OR GATE POST) I 2" MIN. O.D. PLUNGER BAR I I % 1/2" GALV. STEEL CATCH ' I GROUND ROD I _ ` MINIMUM 18' WIDE GATE OR I `` 10'-0" AS SHOWN ON SITE PLANS I� II TYP. SPACING I GATE OPENING ---.•--I 12 I� 12"I NOTES: 1. FENCE FABRIC TO BE 8'-0" IN HEIGHT. FENCE FABRIC, POST, AND FITTINGS 3. BRACING (CORNER AND LINE) TO BE USED WHEN VERTICAL ALIGNMENT CHANGES 15' ARE TO BE HOT DIPPED GALVANIZED. FENCE TO BE GROUMIDED IN ACCORDANCE OR MORE. BRACING TO BE USED AT CORNERS, ENDS AND GATE LOCATIONS. WITH VDH&T STANDARDFENCE FE - 1A. MAX. SPACING TO BENO MORE THAN 500'. 2. BARBED WIRE TO BE THREE STRANDS OF 12 1/2 GAUGE (WIRE WITH 4 BARBS OF 14 GAUGE WIRE. CHAIN LINK FENCE DETAIL NOT TO SCALE WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Plarmers 9030 Stony Point Parkway, Suite f220 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897m 7www.wrallp.co com SCALE: ��p,LTH pF �l HORIZ: NZA VERT.: N/A DANIEL J. SELI a a�TE: MAY 2010 DESIGNED: CEL Lic. No. 023410 DRAWN: YLM ° 13 to CIN CHECKED- DJS SStON`''�' ��PROJECT N0.' 46466-002 12" MALE QUICK CONNECTION 5' AND CAP I g" 2' I 16" 90' LR BEND FIN. GRADE RETAINING GLAND - (TYP.) 16" 90' BEND I I I 16" X 16" X 16" TEE M.J. X P. E. I M.J. X M.J. X P.E. �de s �• 16" M.J. PLUG VALVE CONC. THRUST BLOCK J` WITH VALVE BOX ALL JOINTS RESTRAINED EMERGENCY PUMP BY-PASS DETAIL NOT TO SCALE ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 CAMELOT PUMP STATION NOTES AND DETAILS DRAWING SHEET 13 OF C4-01 43 4' DIA. MANHOLE- B ter - m R11 11 rimr 2.50' 12" DIA. FORCE MAIN PRECAST CONCRETE PLANK (TYP. OF 2) 4" DI VENT PIPE A �- 12" WIDE X 2" THICK NEOPRENE B RUBBER STRIP BETWEEN THE MANHOLE AND THE PIPE CROWN (TYP.) PLAN VIEW SCALE 1"-3' 4" GOOSENECK VENT WITH STAINLESS STEEL INSECT SCREEN TO BE PAINTED DARK GREEN (SEE PLAN AND PROFILES SHEETS FOR LOCATIONS) 36" MANHOLE FRAME AND COVER FINISHED GRADE 2" COMBINATION AIR RELEASE/AIR VACUUM VALVE 6.5' MIN. 7.75' TO TOP MIN. OF F.M. a 4' DIA. PRECAST CONCRETE FLAT TOP MANHOLE WITH RISERS AND VENTED LID cn w V) U N W J L.� = N0. DATE U 0 0 U N O 0 12" MIN.-� VDOT #57 STONE 2.50' (MIN.) a SECTION A SCALE 1 "-3' OUTLET 6" NPT THREADED COMPANION FLANGE (INLET AND OUTLET) --w-- PROVIDE CORED HOLE WITH MECHANICAL LINK SEAL OR CAST -IN PLACE BOOT 2.50' I MIN. I 2.0' I (TYP.) I 1.50' [—(MIN.) 8" I _ I (TYP.) —12" DIA. FM 4" DI VENT PIPE 12" WIDE X 2" THICK NEOPRENE RUBBER STRIP BETWEEN THE MANHOLE AND THE PIPE CROWN a BACKWASH �-- QUICK DISCONNECT COUPLING 2" COMBINATION AIR RELEASE/AIR VACUUM VALVE f- DRAIN VALVE SHUT OFF VALVE 12"X6" TEE (MJXFL) 12" FORCE MAIN SECTION B NO SCALE AIR RELEASE/AIR VACUUM VALVE FOR FORCE MAIN SCALE: AS SHOWN BY REVISIONS FRAME & COVER (SEE FIG. S—I—D,E) SLOPED AREA STREET SURFACE OR NON—PAVED AREA 1'-0" MAX 2'-0" -.n RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS12 MIN "0" RING SEALS . 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ° VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE • 3/4 DIAMETER OF CONTRIBUTING SEWER. d °• 12" A FILLETED INVERT FOR A SMOOTH a c d TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FIG. S—I—A TD -21 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE a' EXISTING SANITARY ON CONCRETE BLOCKS .. —� SEWER PIPE _. . . ., DOGHOUSE OPENING SHALL ; ' °•'° . '' i MIN. 12" CLEARANCE BE PREFORMED BY " - : BETWEEN EXISTING PIPE MANUFACTURER OR '' •:. .• AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER •" .a:• PLUS 6". 12" THICK VDOT No. 68 STONE BEDDING 8"x8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL EXISTING PIPE BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE ON FIGURE S -1—A /AROUND OR NON—SHRINKING GROUT . .......... /r...•... ,. /,. L WK -9 .......... • Off '• - • • - • • • •• • • • • • •I A- - N.T.S FIG. S -1-A1 TD -22 (4) 1' (25mm) DIA HOLES ON 32 3/4' (834mm) DIA BOLT CIRCLE. 2' (51mm> LETTERS (RECESSED FLUSH) 1' I— C25mm] S �/✓ \_(2) CORED PICKBARS 1 1/8' (29mm) DIA BOSS 27 1/2' DIA 1699mm] C38mm] 7' 26 1/4' DIA � C178mm] C667mm] 26' DIA 1 1/2' 1660mm] 138mm] 1/ 4' C6mm> DIA 3 1/8' 24' DIA NEOPRENE GASKET 179mm] C606mm] com 28 7/16' DIA 5/8' 1722mm] 116mm]23' DIA C584mm] 36' DIA 25' DIA 1914mm] 1635mm] O.D. OF GASKET GROOVE FRAM SECTION TYPICAL MANHOLE FRAME + COVER N.T.S FIG S -I -D TD -25 FRAME & COVER SEE FIG. S -1-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA a 1ti r a- 2' -p RUBBER COATED 1'-0" MAX o STEEL STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS 0 OR APPROVED EQUAL S-0" MIN o THE DROP CONNECTION SHALL BE , DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12 MIN � BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. a� 5 ° MINIMUM ELEVATION DIFFERENCE VARIE 12"MIN 12"MIN .Q ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH ' TRANSITION OF FLOW BETWEEN a• o - INLET & OULET PIPE SHALL BE PROVIDED. 3/4 DIA OF LARGEST rr PIPE IN MANHOLE MIN. 6 BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -I -C WHITMAN, REQUARDT AND ASSOCIAYES, LLP Engineers, Architects and Pla-t-mers 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA ww,v.wral�p.com TD- 24 T7P ELEVATION 3 INDICATED J PROFILES ADJUSTMENT RINGS ' 12" MAXIMUM ADJUSTMENT MANHOLE FRAME AND COVER (SEE DETAILS, 0—RING OR SEAL �• • L OFFSET GASKET 30 .° • SHEET C4-02) �• •� ASTM C-361 (SEE NOTE 5, TYPICAL) STANDARD .� ° PRECAST CONCRETE CONE OR FLAT TOP SECTION ALL INTERIOR SURFACES LINED AS SPECIFIED FOR 'I = °° STANDARD SPECIFIC PRECAST MANHOLES s : I FPRECAST (SEE SHEETS C1-03 AND C1-04) --� 1� °¢• CONCRRISER ETE BASE SECTION TO PROVIDE MINIMUM 6" CLEARANCE BETWEEN TOP OF PIPE OPENING AND BOTTOM OF BELL AND SPIGOT JOINT. DIMENSION CONFIRMED BY PRECASTER OR MANUFACTURER 5' TO 10.5' SEE PLANS FOR STAN DAR D PRECAST CONCRETE FLAT TO P REDUCER SEE NOTE 6 LOCATIONS AND DEPTHS DIMENSIONS CONFIRMED BY PRECASTER OR MANUFACTURER NOTES: 1. CONCRETE TO BE MIN. CLASS A4 OR 5. PIONEER 301 MASTIC OR APPROVED EQUAL SHALL AS SPECIFIED. BE USED IN ADDITION TO THE JOINT SPECIFIED. 2. ALL REINFORCING STEEL TO MEET CURRENT 6. OPTIONAL MAXIMUM 3" TAPERED LIFT HOLE REQUIREMENTS OF ASTM A-615. PLUGGED WITH RUBBER PLUG, MORTAR OR 3. ALL MANHOLES TO BE PROVIDED WITH MASTIC, OUTSIDE ONLY. WATERPROOFING AS SPECIFIED. 7. ALL MANHOLES TO BE PROVIDED WITH CHIMNEY 4. MANHOLE TO MEET CURRENT REQUIREMENTS SEALS BETWEEN UPPER STRUCTURE AND OF ASTM C-478. FRAMES AND COVERS. TYPICAL F TO 10' DIA. PECAST CONCRETE MANHOLE WITH 48" DIAMETER STACK TH ply, SCALE: 1A N Ilf HORIZ: VERT.: N/A �' = DANIEL J. SELI > ,d ° . ° ° e" a. J 5' TO 10.5' SEE PLANS FOR STAN DAR D PRECAST CONCRETE FLAT TO P REDUCER SEE NOTE 6 LOCATIONS AND DEPTHS DIMENSIONS CONFIRMED BY PRECASTER OR MANUFACTURER NOTES: 1. CONCRETE TO BE MIN. CLASS A4 OR 5. PIONEER 301 MASTIC OR APPROVED EQUAL SHALL AS SPECIFIED. BE USED IN ADDITION TO THE JOINT SPECIFIED. 2. ALL REINFORCING STEEL TO MEET CURRENT 6. OPTIONAL MAXIMUM 3" TAPERED LIFT HOLE REQUIREMENTS OF ASTM A-615. PLUGGED WITH RUBBER PLUG, MORTAR OR 3. ALL MANHOLES TO BE PROVIDED WITH MASTIC, OUTSIDE ONLY. WATERPROOFING AS SPECIFIED. 7. ALL MANHOLES TO BE PROVIDED WITH CHIMNEY 4. MANHOLE TO MEET CURRENT REQUIREMENTS SEALS BETWEEN UPPER STRUCTURE AND OF ASTM C-478. FRAMES AND COVERS. TYPICAL F TO 10' DIA. PECAST CONCRETE MANHOLE WITH 48" DIAMETER STACK TH ply, SCALE: 1A N Ilf HORIZ: VERT.: N/A DANIEL J. SELI > DATE: MAY 2010 DESIGNED: CEL Ao Lic. No. 023410 A0 (3 (°��,ti DRAWN: AM CHECKED- WS IONAL E PROJECT NO.. 46466-002 SCALE: N.T.S. ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET 168 SPOTNAP ROAD 14 CHARLOTTESVILLE, VIRGINIA 22911 CAMELOT PUMP STATION OF C4-02 NOTES AND DETAILS 43 0 0 Cn 0- U N O O I co tD d- / N W _ V) V) a_ U / w J U_ N 1.._I _ Cn J U CD / 0 0 / N O I cfl Z EROSION AND SEDIMENT CONTROL NARRATIVE: G. PERMANENT STABILIZATION A. PROJECT DESCRIPTION PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS THE CAMELOT PUMP STATION CPS IS LOCATED ON THE EAST SIDE OF WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF (CPS) THE SITE. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ROUTE 29, APPROXIMATELY 450 -FT EAST OF CAMELOT DRIVE AND IT'S INTERSECTION WITH ROUTE 29. THE PARCEL IS CURRENTLY OWNED ARE TO BE LEFT DORMANT FOR MORE THAN A YEAR. METHODS OF PERMANENT SOIL STABILIZATION SHALL COMPLY WITH THE VIRGINIA EROSION ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). THE PARCEL AREA IS AND SEDIMENT CONTROL HANDBOOK AND AS DIRECTED BY COUNTY 0.60 ACRE. OFFICIALS. THE SITE WILL HAVE A 600 SQUARE -FT. PRE -CAST BRICK STRUCTURE THAT WILL HOUSE ALL THE INSTRUMENTATION EQUIPMENT NEEDED TO H. STORMWATER RUNOFF CONSIDERATIONS OPERATE THE PUMPS AS WELL AS THE PREPACKAGE PUMP SKID AND WET OF THERE ARE NO CRITICAL AREAS FOR THIS SITE PLAN. G. EROSION AND SEDIMENT CONTROL MEASURES SEE DETAILS AND NARRATIVE, THIS SHEET. DISTURBED AREAS. 9. WHEN DISTURBED AREAS ARE STABILIZED TO THE SATISFACTION OF THE INSPECTORS AND THE ENGINEER, REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. 10. NOTIFY THE ALBEMARLE COUNTY SERVICE AUTHORITY AND COMMUNITY DEVELOPMENT E&S INSPECTORS WHEN ALL WORK IS COMPLETE. K. GENERAL SEQUENCE OF CONSTRUCTION FOR THE CPS SITE WELL. OTHER IMPROVEMENTS TO THE SITE INCLUDE THE INSTALLATION THE CPS SITE DOES NOT REQUIRE PERMANENT STORMWATER QUALITY OR EXISTING A GRAVITY SEWER TO DIVERT THE EXISTING SEWER FLOWS FROM THE QUANTITY MANAGEMENT. ADEQUACY OF THE RECEIVING CHANNEL PER ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES CAMELOT WASTEWATER TREATMENT PLANT (CWWTP) INTO THE PUMP STATION MS -19 HAS BEEN PROVIDED THROUGH RIP -RAP LININGS FOR THE 10 MOUNTABLE AND A STORM WATER SEWER FOR STORM WATER MANAGEMENT. YEAR STORM EVENT. B. EXISTING SITE CONDITIONS UNTIL FINAL STABILIZATION IS ACHIEVED. 1. I. GENERAL SEQUENCE OF CONSTRUCTION FOR 12" FORCE MAIN. 18" STORM B WASHRACK WA THE CPS SITE IS LOCATED ON THE SOUTH SIDE PROPERTY LINE OF THE WATER SEWER & 24" GRAVITY SEWER 8. CWWTP. THE CPS SITE IS FORESTED AND UNDEVELOPED. THE SITE 10' MIN. ENTRANCE LOCATED SOUTH OF THE CAMELOT PUMP STATION SITE ONLY ON SHEET CONSISTS OF A HILL SIDE OF ABOUT 4:1 SLOPES. AT THE TOE OF THE HILL SIDE THE GROUND SURFACE IS ABOUT 10% IN GRADE AND FOLLOWS 1. NOTIFY THE ACSA INSPECTOR IN WRITING SEVEN DAYS PRIOR TO AVEMENT THIS SLOPE UP TO THE NORTH FORK OF THE RIVANNA RIVER (RIVANNA COMMENCING CONSTRUCTION OF THIS PROJECT. THE INSPECTOR WILL ,. DRAINAGE RIVER). PRESENTLY, THE SITE DRAINS BY MEANS OF SHEET FLOW TO THE NOTIFY THE COUNTY'S DEPARTMENT OF COMMUNITY DEVELOPMENT 9. RIVANNA RIVER. A STORM WATER PIPELINE IS PROPOSED TO TRANSMIT DEPARTMENT TO ARRANGE AN ON-SITE PRE -CONSTRUCTION MEETING OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE OFFSITE RUNOFF THROUGH THE CPS SITE AND INTO THE NATURAL AT LEAST 48 HOURS PRIOR TO THE ISSUANCE OF A LAND willi �� RECEIVING CHANNEL. DISTURBANCE PERMIT. C. ADJACENT AREAS 2. REMOVE EXISTING DEBRIS FROM DRAINAGE DITCHES AND HAUL TO AN CONCRETEWIRE BLOCK BE MADE IMMEDIATELY. APPROPRIATE DISPOSAL SITE. CLEAR AREA AROUND THE SITE PERIMETER FOR INSTALLATION OF TREE PROTECTION, THE PROPOSED CPS SITE IS ADJACENT TO THE EXISTING HMC HOLDINGS LLC FACILITY. THIS PROPERTY CONSISTS OF A SINGLE BUILDING AND A 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. PAVED LOT RIGHT ALONG THE RIVANNA RIVER. THIS FACILITY IS 3. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES FOR 11. PRESENTLY VACATED. NORTH, SOUTH, AND WEST OF THE OF THE CPS STORM WATER AND SEWER PIPELINE INSTALLATION. SITE IS A MIXTURE OF SMALL BUSINESSES AND RESIDENTIAL DEVELOPMENT. SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND 4. NOTIFY THE ACSA AND COUNTY COMMUNITY DEVELOPMENT E&S INSPECTORS WHEN 4. NOTIFY THE ACSA AND COUNTY COMMUNITY DEVELOPMENT E&S D. OFF-SITE AREAS INSPECTORS WHEN INITIAL EROSION CONTROL MEASURES ARE IN /�w! ��•� ALTHOUGH THE DESIGN OF THE CPS SITE IS A PORTION OF THE OVERALL PLACE. it I NORTH FORK REGIONAL PUMP STATION (NFRPS) PROJECT, THE OFF-SITE BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PHASE II WORK TO BE PERFORMED IS THE INSTALLATION OF THE 18 STORM WATER 5. LOCATE ALL EXISTING UTILITIES AND CONSTRUCT ALL FORCE MAINS, 1. SEWER, 24" GRAVITY SEWER, AND THE 12" FORCE MAIN FROM THE CPS TO STORM WATER SEWER AND GRAVITY SEWER IMPROVEMENTS. PLACE ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 THE NFRPS. THE DESIGN OF THE REGIONAL PUMP STATION AND ITS FORCE AND COMPACT APPROVED BACKFILL MATERIALS AS TRENCHING AND 11 I� MAINS WILL BE DESIGNED UNDER A SEPARATE PLAN SET. PORTIONS OF INSTALLATIONS PROCEED. BY THE CONTRACTOR OFFSITE AT THE CWH PROPERTY (PARCEL THE UTILITY INSTALLATIONS WILL BE DONE WITHIN PUBLIC RIGHT-OF-WAY. _ -_ 111111-IIIIII=Iiul _, �m 111111-IIIIII=11111 :-IIIIII111111-111111=IIIIII HOWEVER, THE MAJORITY OF THE UTILITY IMPROVEMENTS WILL OCCUR ON 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT PRIVATE PROPERTY WHERE EASEMENTS FROM EACH PROPERTY OWNER WILL 6. PRESSURE TEST ALL FORCE MAINS. GRAVITY SEWERS WILL BE AIR �_ -111111=-lltlll. FLOWTYPICAL BE OBTAINED BY THE ACSA. AND DEFLECTION TESTED. E. SOILS 7. EXCESS FILL SHALL BE STOCKPILED OFF-SITE WITHIN THE CWH OF OFFSITE BY THE CONTRACTOR. PROPERTIES (PARCEL ID 03200-00-00-02000) AND THE RIVANNA MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, THE SOIL ON THIS SITE IS CHARACTERIZED AS FOLLOWS: WATER AND SEWER AUTHORITY PROPERTY (PARCEL ID MAP UNIT 88 - UDORTHENTS, LOAMY - RESIDUUM WEATHERED FROM 0300-00-00-005DO). PARABOLIC DIVERSION GRANITE AND GNEISS, SLOPE IS 2 TO 25 PERCENT. PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. F. CRITICAL AREAS 8. UPON COMPLETION OF WORK, APPLY PERMANENT SEEDING TO ALL THERE ARE NO CRITICAL AREAS FOR THIS SITE PLAN. G. EROSION AND SEDIMENT CONTROL MEASURES SEE DETAILS AND NARRATIVE, THIS SHEET. DISTURBED AREAS. 9. WHEN DISTURBED AREAS ARE STABILIZED TO THE SATISFACTION OF THE INSPECTORS AND THE ENGINEER, REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. 10. NOTIFY THE ALBEMARLE COUNTY SERVICE AUTHORITY AND COMMUNITY DEVELOPMENT E&S INSPECTORS WHEN ALL WORK IS COMPLETE. K. GENERAL SEQUENCE OF CONSTRUCTION FOR THE CPS SITE ENTRANCE 70' MIN. EXISTING AlPAVEMENT 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES PHASE I MOUNTABLE AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT (OPTIONAL) SIDE ELEVATION UNTIL FINAL STABILIZATION IS ACHIEVED. 1. CLEAR ENTRANCE AND INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. ALL B WASHRACK WA 10' MIN. CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE SITE CONSTRUCTION 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED 10' MIN. ENTRANCE LOCATED SOUTH OF THE CAMELOT PUMP STATION SITE ONLY ON SHEET IS XISTING FILTERING DEVICE. AVEMENT C1-05. ACCESS DRIVE TO THE EXISTING CAMELOT WWTP SHALL BE KEPT FREE OF ,. DRAINAGE \`: CONSTRUCTION TRAFFIC AT ALL TIMES. DURING WET WEATHER CONDITIONS, DRIVERS 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE THIE LINE OF AND AFTER EACH RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR willi �� ENTERING ROUTE 29. CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL •Y�i�� i��iY�i�ri��i��i�riv� �iv�iY' CONCRETEWIRE BLOCK BE MADE IMMEDIATELY. 2. CLEAR AREA AROUND THE SITE PERIMETER FOR INSTALLATION OF TREE PROTECTION, SILT FENCE, AND DIVERSION DITCH. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 3. INSTALL TREE PROTECTION, SILT FENCE AND DIVERSION DITCH AS SHOWN ON PLANS. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SECTION- SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND 4. NOTIFY THE ACSA AND COUNTY COMMUNITY DEVELOPMENT E&S INSPECTORS WHEN II OTHER DEBRIS. INITIAL EROSION CONTROL MEASURES ARE IN PLACE. /�w! ��•� � � it I 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PHASE II PER ZONING ORDINANCE SECTION 5.1.28. 1. COMMENCE CLEARING OF SITE, STRIP AND STOCKPILE TOPSOIL AT LOCATION SHOWN ON 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 PLANS. EXCESS SUITABLE EXCAVATED MATERIAL SHALL BE HAULED AND STOCKPILED 11 I� OF THE CODE OF ALBEMARLE. BY THE CONTRACTOR OFFSITE AT THE CWH PROPERTY (PARCEL _ -_ 111111-IIIIII=Iiul _, �m 111111-IIIIII=11111 :-IIIIII111111-111111=IIIIII #03200-00-00-02000) OR OTHER APPROVED LOCATION. COORDINATE STOCKPILE 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT LOCATION WITH ACSA INSPECTOR. SEE VICINITY MAP ON ON SHEET C1-01 FOR CWH �_ -111111=-lltlll. FLOWTYPICAL SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO S:OOPM. PROPERTY LOCATION. UNSUITABLE MATERIAL AND ROCK SHALL BE LEGALLY DISPOSED 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN OF OFFSITE BY THE CONTRACTOR. MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, 2. COMMENCE CUT AND FILL OPERATIONS. PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PARABOLIC DIVERSION PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 3. INSTALL 18" STORM SEWER WITH CULVERT INLET PROTECTION AS SHOWN ON PLANS. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR 4. BEGIN BUILDING CONSTRUCTION. CONSTRUCT ALL SITE STRUCTURES AND INSTALL CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE BURIED PIPING AND APPURTENANCES. II.II SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 5. COMPLETE REMAINING EARTHWORK TO SUBGRADE ELEVATIONS. PLACE BASE MATERIAL. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS 6. ONCE SITE IS STABILIZED, INSTALL ASPHALT AND GRAVEL ROADWAY AND PLACE TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO TOPSOIL. SEED ALL EARTH AREAS PROMPTLY. l� CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN . / • r • ... MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO 7. UPON COMPLETION OF THE PROJECT AND APPROVAL BY THE ACSA INSPECTOR AND CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/1OOSF. `:r`•1-��"°,.., 1 •f"•�' �l�•' `.�� ir•rf •�� •te'sl�r[``��•♦•� COUNTY COMMUNITY DEVELOPMENT INSPECTOR, ALL SILT FENCES, TREE PROTECTION ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL , I AND DIVERSION DITCH ARE TO BE REMOVED FROM THE SITE, UNLESS OTHERWISE ►•.•.•.•.•.•..-..•..•..•..•....•..•..•..C•..j •..s•..s•..••..a• INSPECTOR. , - w Iw DIRECTED BY THE ACSA INSPECTOR OR COUNTY COMMUNITY DEVELOPMENT E&S "wr+�•`�!�ir::�•�:�� j�� INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND I ... �,.• ...........SMIOWT MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, L. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 175-200 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW GRAVEL FILTER: DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. i:' :.:.:...........................:.:::..:.::.::.: MULCH IS TO BE APPLIED AT 70-90 LBS/10OSF. ALTERNATIVES ARE SUBJECT TO i APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND I�I�II WIRE SCREEN FILTERED WATER MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA, 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED 10111111 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES THE FIRST STEP IN CLEARING. WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND RUNOFF WATERerr • • • REPAIRED IMMEDIATELY. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE TYPICAL TRAPEZOIDAL DIVERSION MAINTAINED ON THE SITE AT ALL TIMES. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED _ullll' _-lulll- III WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATEDI NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE SEDIMENT •/��I1�L% AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN mo TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION SHEET VIEW) CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS i �� V�/�a A -ter n ` f.(PERSPECTIVE - 1 ,M I t:I , E. BOARI) nrTr7Puwrf1 RY TNF PIAN APPPOVIN(% AUTHORITY Hill TEMPORARY DIVERSION DIKE Compacted Soil 1 ' i 1800 mi (l�tilt� t -Flow III I Will 113011111 iffiffill III I milli I E-191 4.5' min. SOURCE: VA. DSWC PLATE 3.09-1 SDIVERSION DIKE 0 - STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING AlPAVEMENT d9s&I 5:1 FILTER CLOTH 6- MIN.1 AT MOUNTABLE 7"m (OPTIONAL) SIDE ELEVATION EXISTING GROUND IN B WASHRACK WA 10' MIN. ,.`; NA SEDIMENT FILTER 11=-••� L 10' MIN. 12, MIR IS XISTING AVEMENT ,. DRAINAGE \`: COURSE AGGREGATE TO I IDTH THIE LINE OF •IN E. willi �� OPERATION •Y�i�� i��iY�i�ri��i��i�riv� �iv�iY' CONCRETEWIRE BLOCK FILTER CLOTH SECTION ••ate �� . BOARD► 1Y-•iY-.��Y-.�Y--�Y_•��- �Y-;�Y•-�Y-�i =iii'-�iY-:�" REINFORCED CON RETE DRAIN SECTION- Source: Adapted from 1983 Marland Standards for Soil Erosion and Sediment Control, and Va. DSWC CE CONSTRUCTION ENTRANCE Qlo=1 CFS Vlo=3.1 FPS Dlo=0.4 FT 1.6' `- JUTE MESH LINING VEE -SHAPED DIVERSION TYPICAL SECTION N.T.S. R 0 CK CHECK DAM 2-10 ACRES OF DRAINAGE AREA: J 6.. VDOT #1 COARSE AGGREGATE FLOW rn_a_ n nn • SOURCE: VA. DSWC ROCK CHECK DAM CLASS I RIPRAP PLATE. 3.20-1 INLET GRAVELBLOCK AND DROP I , I • I•CONSTRUCTION OF A FENCE • DIVERSIONSSILT (WITHOUT WIRE P, SEDIMENT FILTER 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH • I I UPSLOPE ALONG STAKES. THIE LINE OF willi �� CONCRETEWIRE BLOCK ••ate �� . BOARD► SCREEN I - II /�w! ��•� � � it I _ - - - - - ��UA►�.!!. 11 I� - _ -_ 111111-IIIIII=Iiul _, �m 111111-IIIIII=11111 :-IIIIII111111-111111=IIIIII ..�� .1I�-1;��`�( � �A:►�r�/ � � '' �_ -111111=-lltlll. FLOWTYPICAL Jill SII II ,, 1i - "� I � , , • _IIIIII n Willi PARABOLIC DIVERSION ��l •�lf` II.II IIl�(1 I IILIIi. III I 11��'�� l� l�lll I . / • r • ... ....•:..r ..•..• `:r`•1-��"°,.., 1 •f"•�' �l�•' `.�� ir•rf •�� •te'sl�r[``��•♦•� i I I • • / EXCAVATED , I ►•.•.•.•.•.•..-..•..•..•..•....•..•..•..C•..j •..s•..s•..••..a• •..'�� ••.-..��-..•••.. � �.�.••..i•..♦•' I•••.••••••••••• , - w Iw "wr+�•`�!�ir::�•�:�� j�� Ij\�illl VIIIIT INTO THE TRENCH. I ... �,.• ...........SMIOWT GRAVEL FILTER: i:' :.:.:...........................:.:::..:.::.::.: i iii!i!i !i!i!•!•!•!�!�!•! IIIIII -IIII_I Ilill I -11111�I'I . •, . .. . -I I�I�II WIRE SCREEN FILTERED WATER ::..:.. ....::::::.::.: IIS" ''•� " -illiI_1-1111 1111IIIIII-111111-11111=IIIIII=IIIIIhIIIIII-IIIIII-- IIID 111111 Will 11511111111111111 milli 111511111110111111 10111111 OVERFL RUNOFF WATERerr • • • TYPICAL TRAPEZOIDAL DIVERSION -� _ullll' _-lulll- III 1 - :/ • _ „' a aN J I , I , I I SEDIMENT •/��I1�L% mo INI ET • • •• IIIIII �I�IIII�IIII�I�WITH GATE SHEET VIEW) i �� V�/�a A -ter n ` f.(PERSPECTIVE - 1 ,M I t:I , E. BOARI) Hill SEDIMEN y r FLOW `.::•:-'::..... 10, agIIIIII=IIIIII-- I Ism __ u 1111 IIIIII=IIIIII -IIIIII-111111-IIIIIII-1111111 '�:s' -�. APPLICATION .SPECIFIC 'I I .m / I . ...�........... ..:::: ......• •' 0, -IIIIII=111111-►�� ►-I� LII,- I III- II III -IIIIII-- 11111 111111-IIIIII-IIIIII-IIIIII- i THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN FLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE P ONDING • 1 - / ••�VEE-SHAPED DIVERSION AROUND THE STRUCTURE.TYPICAL POIM A SHOULD BE HIGHER THAN POINT GRAVEL SHALL BE 1• OR • DRAINAGEWAY INSTALLATION •(FRONT ELEVATION) v ^ -ll llINIIII. .... - .. - . w • SOURCE: VA. DSWC eSTORM DRAIN INLET PROTECTION N0. I DATE I BY I REVISIONS PLATE. 3.07-3SOURCE: VA. DSWC TP TREE PROTECTION PLATE 3.38-2 MUNA: AaaPm ITom 106'll'IM11 • R&ral ana raon_c ruuer war 3.vr aramcu• wuuvyrn. mon SOURCE: CONWEO PLASTICS Sherwood and Tyant VDOT ROAD AND BRIDGE STANDARDS VA. DSWC -o--o-- S F SILT FENCE SF SF SAF SAFETY FENCE WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com xx DV DIVERSION DANIEL J. SELI Uc. No. 023410 ��'o S131to A. '1LSSIONAL E�C'1 SCALE: HORIZ: N/A VERT.: N/A DATE: MAY 2010 DESIGNED: CEL DRAWN: YLM CHECKED' DJS PROJECT NO.' 46466-002 CIP CULVERT INLET PROTECTION ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 CAMELOT PUMP STATION EROSION AND SEDIMENT CONTROL NOTES AND DETAILS DRAWING SHEET 15 OF C4-03 43 � e e .0 + .0 +0. +0,0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +o.o +0.0 +0.0 to +0.0 +0.0 +o.o + o.o + o d +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 .0 0.1 0,0 0.0 0.0 0.0 0.0 � e +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 .0 +0.0 +0.0 +0.0 +0.0 +0.01 +0.0 e � wwiw sww +O. O w,am.w• a.. + S +o,o +0.0 +0.0 t.0 0.0 +0.0 0.o to +0.0 to .0 +o.d o.o .a 000,00 FENCE + + X0.0 +0.0 to +0.0 to to +0.0 o.o o + +.,.. .7 0.1 0.0 +0.0 .o +0. 0.0 +0.0 +0.0 +GO- +0.0 +0.0 +0.0 .0 L0.0 i CAMELOT P.S. + C)tttttt+tt.0+0.0 ;+0. .,...1.8 0.1 o 00 .0 .0 . .0 .0 0.0 .0 I +0.0 +0.0 TT q+ +0.0 SPECIFIC NOTES +0.0 +0.0 .7 GENERATOR t, 8 +1.4 �y FENCE +0.5 *off *o.i +0.0 +0.0 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 F1 SITE LIGHTING SHALL BE CONTROLLED FROM CONTROL ROOM LIGHT SWITCH LOCATED INSIDE THE BUILDING. 2❑ EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. ❑3 CATALOG CUTS PROVIDED FOR SITE PLAN REVIEW AND APPROVAL. N0. I DATE I BY REVISIONS to *o.o *o.d to +o.o +O.o *o.o to WWTP BASIN +0.0 t.c +0.0 +O.C� +0.0 +0.0 +0.0 t.(0 +0.0 Y I till +O.o *o.o to *o.d to to 0.0 $.(o *o.o to +o.o to +o.o +o.o +o.d t.o +o.o +o.o to ib.o -#za- ----giro - -+o- -- }o:v-- -*cro to to +o.o to *o.o ELECTRICAL SITE LIGHTING CALCULATIONS SCALE: 1 " = 10' - 0" MODEL NO: BLD-SEC-T3-WM-034-LED-B-UL-BZ L6eli:Or Dim 1 f i mhw: 90-11'. ... 115" FIX. 161rhm oRy � . .+�. R :.k$ ,. ¢;r 9g# C°F`. XR7 4 �a lhaff a -marl" �, iwa.'F L ��' H� hem. 1 �In i _.„ TYPE man ud - i mhw: 90-11'. ... LED FIX. 161rhm oRy � . .+�. R :.k$ ,. ¢;r 9g# C°F`. XR7 4 �a lhaff a -marl" �, iwa.'F L ��' H� hem. 1 �In TYPE man ud - D SEC ®' I 7 LIED -113 E ,:IJL ® Sv 133 00 K Color TOmpe. rabs � ® 20-27 ' (120-277Y M,,VZ 3 0K4300 ACo1or TO�Paat r l: 130K -4300A { K El 5+25--5tryi af NO 92 »F:f"(247-480V 13 13 n.Io-r-xg ��1�' '�q; rr }yq {EM ��E ^y`' rgoru, g rm 2 BAR LED, FULL CUTOFF, TYPE III WALL BETA LED COLOR -DARK BRONZE QA Eg 24 (240F) AREA LIGHT, ALUMINUM HOUSING E3P-Ph:jgt. j 2 BAR E3 27 3,500 1 TL- Twp Lavel a 0 w hite r ate ;'0I1 :('.mou, IttroI) 120 I7V. LIGHTING FIXTURE TYPE SCHEDULE M MAINTENANCE FACTOR = 1 FIX. LAMPS TYPE QUANTITY DESCRIPTION MOUNTING MANUFACTURER VOLTS REMARKS NO WATTS LUMENS 2 BAR LED, FULL CUTOFF, TYPE III WALL BETA LED COLOR -DARK BRONZE QA 1 AREA LIGHT, ALUMINUM HOUSING M.H. 8'-0" 2 BAR 50 3,500 BLD-SSEC-T3-WM-034-LED-B- 120 PROVIDE BIRD SPIKES OPTION UL_$ FROM MANUFACTURER WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 • i804 272-8700 RICHMOND, VIRCINIA FLAX: ,�72-8897 % wwmwralLp. com Lis. NO. 0 NAL ANO DETAIL -FIXTURE TYPE "A"E NTS 41 HORIZ: AS SHOWN Vim.: AS SHOWN DATE. MAY 2010 DESIGNED: MY DRAWN: RW CHECKED' KK/ -AP PROJECT N0.• 46466-002 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 CAMELOT PUMP STATION ELECTRICAL SITE LIGHTING PHOTOMETRICS GRAPHIC SCALE 0 5' 10' 20' SCALE; 1 " = 10' 61g -k4 j-2vf0 (C-�6)- ____ DRAWING SHEET 40 OF E7-02 43