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HomeMy WebLinkAboutSDP200600066 Plan - Other (not approved) 2006-08-08Plant Schedule - IMacholvia: Shops at Rio Road BY 11 -22 -06 RAD CU Canopy Plant Detail QTY Squtsnlcal Name Common Name SkwftIglrt callpar /Spacing Condidon Remarks canopy Cowry Total Tress A 5 Acer rubrum "October Glory"October Glory" Red Maple 2,5" c .B&B Strong Leader 510 255 A 4 Betula nigro "Heritage"Heritage' River Birch 6' -8' Clump U B &B Multi —Stem 535 2140 A 6 Ilex x aquipernyi "Dragon Lady"Dragon Lady" Holly 6' -8' CU B &B Strong Leader 48 288 A 13 Quercus shumardii Ishurnard Oak 15 cal. 'B B IStrong Leader 419 5447 A 11 Zelkova serrate 'Village Green'Village Green Zelkova 1 cal.B &B Strong Leader 45,2 g972 Flowering Tres A 3 Amelanchier x grondiflora "Auturnun Brilliance"Autumn Brilliance Serviceberry 6'-8'B &B 130 390 A 4 Cercis canad nsis Redbud 6'x-8'B &B 124 496 A 6 Lagerstroemia indico "Natchez"Natchez" Cropemyrtle 8' min,B&B .-..--77 462 A 1 1 IMagnolia x "Betty"Betty" Magnolia 6' -8' 1 B B 182 182 Shrubs B 6 Aronia orb tifolia " rilliantissima"Brilliant Red Chokeberry 24"3 gal.Full 7 42 B 26 Buxus x "Green Velvet"Green Velvet Boxwood 18"36"3 gal.Full 10 260 B 5 Cornus senca f. baileyi Boiley's Red —twig Dogwood 24"6'5 gal.Full 72 360 B 31 Fothergilla gardenii Dwarf Fothergillo 18"48"3 gal.Full 3 111 B 82 Ilex glabra "Shamrock"Shamrock Inkberry 24"36"3 gal.Full 23 1886 B 6 Ilex x "Sparkleberry"Sporkleberry" Winterberry Holly 3'5 gal.Full 41 246 B 46 Nandina dornestica firepower Firepower Nandina 15 30 3 gal.Full B 101 Prunus laurocerasus "Otte Luykens"Otto Luykens" Laurel 30"54"B &B Full 10 1010 B B 25 21 Spirea japonica "Little Princess" Taxus x medis " Densiformis" Little Princess" Spirea Densiformis Yew 18" 24" 30 4 3 gal. B &B Full Full 7 28 175 588 B 3 Viburnum avidii David Viburnum 24"36 3 gal.Full 38 114 Groundeover C 76 Juniperus chine "Pfitze Glauca"Sargent Junipe 60"3 gal.Full 11 1869 Annuals/P•mnnlals/Gras"s D 1 240 Hemerocolis "Stella d'Oro"Stella d'Oro Daylily 1809 1 gal. D 700 Liriope muscari "Big Blue"Big Blue" Liriope 12"1gal. D 33 Pennisetum alopecuroides "Hameln"Hameln Dwarf Fountain Grass 30"1 gal. Total Canopy dovrag•22480 5TREET TREE CALCULATIONS LINEAR PEET OF ROAD FRONTAGE - 545 Required Trees — — — — — — — —15 Proposed Trees -- — — — — --18 Exlsthq Trees — — — — — — -- I 51 TE CANOPY COVER CALCULATI ON5 SITE AREA ---- - - - - -- 2.75 ACRES 10% REWIRED -- --- — — — — — IMO 5F REMAINING TREE COVER — — — — — 256 $P PROPOSED COVER— — -- — — — — 22,488 5F SET TRUNK PLUMB ' "" RUBBER HOSE 5ECURED WITH — WIRE OR APPROVED TREE TIES DOUBLE 'STRAND MIRE ATTACHED TO END OF STRIPS (NOT AROUND TREE) OR APPROVED TREE TIES TWO tNOOD STAKES SET 160 DEGREE5 \\ APART FINISHED GRADE 3" OF MULCH 4" COMPACTED EARTW---- SAUCER ,(NOTE, iIN PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COWER ALL BEDS WITH 5" OF MULCH, MINIMUM) EXISTING GRADE TILL EX15TING SDI!_ REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL ii2!!Mi TWO TIMES BALL DIAMETER OF MULCH FINISHED 6 VARIES IT t STRAIGHT V' EDe9p MULCH PLANTING SOIL MIXTURE TYPICAL PERENNIAL. PLANTING SECTION ELEVATION NTS R FLANTING SOIL MIXTURE—` NOTEt ALL SOIL IN PLANTING BEDS 15 TO BE TILLED TO THE DEPTH OF THE ROOTBALL D TYPICAL BED EDGE SECTION ELEVATION NTS Conservation Plan Checklist Prciect Nwnc: First Cptnpkted Cnrlcervatfnrt Plain Meawrre Demri,Etlon V 1. The following items shall be shown and identified on the plan Trees to be preserved and protected. Limits of clearing shown no closer dw the outside drip -line, but not less than 5 feet from the face, of the trees to preserved and protected. Location and type of protective fencing. Detailed grading information in areas where grade changes may require tree wells or walls. Tunneling or trenching proposed beyond the limits of clearing. 2. Mr' State clearly on the plan that "AIL trees to be preserved and protected shall be marked with paint or ribbon at a height clearly visible to equipment operators. No land disturbing activity shall begin until the tree marking has heen installed by the contractor and inspected and approved by the County Engineering Department ". 3. Cauivment Operation an State clearly on the plan that "HeaNy equipment, vehicular traffic, and the storage of construction materials and soil shall not be permitted within the outside drip -line of trees to be preserved and protected ". 4. Erosion Control Measures and Stormwater Management Facilities Temporary erosion control measures and/or permanent stormwater management facilities locations shalt he coordinated such that they ¢hall not adversely affect tram to he preserved and protected. U 5. Fires Stale clearly on the plan flit "Fires sliall not be permitted within 100 Poet of the outside drip -line ul Lars to be preserved and protected ". 6. Toxic Materials State clearly on the plan that "Toxic materials shall not be stored within 100 feet of the outside drip -line of trees to be preserved and protected". PARKING LANDSCAPE AREA CALCULATIONS D 7. Protective Fencing 51 5F Tree protective fencing shall be shown and identified on the plan for all trees that are to be preserved andPARKINGAREA — -- — '— — — — — protected and are located within 40 feet of a proposed building or land disturbing activity. State clearly un the plan that "No land disturbing activity shall begin until the tree protective fencing Ims been 5% REQUIRED — -- — — — — — — — 2MI 5F installed by the contractor and inspected and approved by the County Engineering Department ". AREA PROVIDED — — — — -- -- — 5560 5F D s. Tree VYells When the ground level must be raised within the drip -line of a tree to be preserved and protected, the plan shall show, identify, and provide a detail for a tree well. D 9. Tres Walls When the grexind level must be lowered within the drip -line of a tree to be preserved and protected, the plan shall show, identify, and provide a detail for a tree wall. D 10. Trt;ncltng tYt Ttutateling Indicate on the plan where trenching and tunneling will be necessary within the limits of tree protection or beyond the limits of clearing. State clearly on the plan that "When trenching for any kind of underground water, sewer, electrical, cable, telephone, or other utility service is necessary within the limits of tree protection or beyond the J? mats of clearing, the separation from the trunks of trees shall maximized to the furthest extent possible. Tunneling shall be required when deemed, by the County Engineer, that trenching wili significantly damage fccdcr roots of trees to be ptcscrvcd and protected ". 0 11. l7amaged Tree & ComBacted Rcpt 7nnes State clearly on the plan that "Any damage to the crown, trunk, or root system of any tree to be preserved and protected shall be repaired immediately, in accordance with the practices in the Erosion & Sediment Control Handbook. Care for serious injuries shall be prescribed by a professional forester or tree specialist, State clewly on the plan that "Suits which have been wrnpuctetl, over the rout zones of trees to be preserved and protected, shall be aerated by punching holes with an iron bar every 18" over the root EXISTING TIM I.1 PIZpTEGT1ON SHALL BE zone. The bar shall be driven 12" deep and moved back and forth in each hole until the soil is loosened". IN6TALLM PRIOR TO START OF 0ONSTOXTION PLA Apo SHALL SET PLUMB R9HAI I 12. Removal oETernporary protective Measures o FINISHED GRADE 517E State clearly on the plan that "Tree protective measures shall be the last of the temporary erosion control ft 2. plan measures removed during the final clean -up . 5 11 OF MULCH I I C IPMEM 1f OF HEAVY d COMPACTED EARTH — P LI RIP LIPS p y SAUCER (NOTE. IN , - I Com 13 : Designer Date PLANTING BEDS, ELIMINATE c. THE COMPACTED EARTH 5AUcER AND COVER ALL BEDS WITH 5" OF MULCH, TOP VIEW MINIMUM) k ".%%% .... ...EXISTING GRADE 5117E VIEW TILL EXISTING 501L PLASTIC FENCING - 40 INCH HIGH NOTE. IF FENCING CANNOT BE REMOVE BURLAP FROM ' INTERNATIONAL ORAN61."' PLASTIC INSTALLED AT DRIP LINE, INSTALL TWO TIMES (POLE WEB INEW,#* 5eCI1RED PENUNS A9 FAR AWAY FROM TOP ITS OF ROOT BALL. BALL DIAMETER To coNveNnomAL mTAL r pt N' TRUNK AS Po sieL.E AND 9 RO(16HEN ROOTBALL FOR 16 IIING O6 T -toar HNIHJM 9 PLANS FOR CONSTRUCTION CONTAINER 61>ZOWN STOCK. FENCE SHALL eE INSTALLED AT THE LIMITS. ALONG THE TREE GRIP LINE. P g 10I0 AF' ' N4T R C©NSTRICTION REVISIONS BY 11 -22 -06 RAD CU Q. ca. CU U J' U 0 0 U) am U WC J cu cu U WC U ° CU ca E 10 Q t H p O C RO A. CERTIFICATE TOro001236w rdd Laoscat r Q' V i---I t^/1 N pp 1- Con CIj «7 w ti f4 V LPDA DATE- 8 - 8- 06 SCALE: DRAWN BY: RAID TITLE: Landscape Plan SHEET NO: L2.0 GENERAL NOTES 1. DEVELOPER. HOOD PROPERTIES, INC. 2235 STAPLE MILL ROAD, STE. 202 RICHMOND, VA 23230 CONTACT: RICK HOOD 804) 355 -9161 7M# 061, PARCEL 122A ZONED: C11EC 7M# 061, PARCEL 122 ZONED: CO /EC PROPOSED ZONING C1/EC THE FOLLOWING LOT AND BUILDING COVERAGES ARE. TM# 061 -122A EXISTING USE: GAS STA 710N /COMMERCIAL PROPOSED USE: RETAIL /COMMERCIAL PROPOSED LOT ACREAGE: 1.5AC. AREA OF OPEN SPACE. 0.3AC. (20X) IMPERVIOUS AREA: 1.2AC. 7M# 061 -122 EXISTING USE: BANK /COMMERCIAL PROPOSED USE. BANK /COMMERCIAL PROPOSED LOT ACREAGE: 0.98AC. AREA OF OPEN SPACE. 0.25AC. (26%) IMPERVIOUS AREA: 0.73AC. 2. THE SCOPE OF WORK FOR 7741S PROJECT SHALL CONSIST OF THE DEMOLITION OF THE EXISTING GAS STATION AND ASSOCIATED BUILDING STRUCTURES, UTILITIES, SIDEWALKS AND PAVING. THE PROJECT SHALL ALSO INCLUDE THE CONSTRUCTION OF A 15,180 SQUARE FOOT MIXED -USE COMMERCIAL BUILDING AS WELL AS NEW SIDEWALK, PAVING AND CURB AND GUTTER. ADDITIONAL S17E IMPROVEMENTS SHALL ALSO CONSIST OF AN UNDERGROUND DETENTION, NEW WATER AND SANITARY SERVICES TO THE SHOPS AND PAVEMENT RESURFACING AT THE EXISTING WACHOVIA BANK CURRENTLY SCHEDULED TO REMAIN. J. TOTAL DISTURBED AREA: 2.11 ACRES, A VSMP PERMIT WILL BE REQUIRED.Q 4. NO DEMOLITION, SI7E WORK, OR GRADING IS PERMITTED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT ISSUED BY THE CITY INSPECTIONS OFFICE. 5. ALL EROSION /STORMWATER MANAGEMENT MEASURES MUST BE DEWATFRED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY AND ALL TEMPORARY EROSION MUST BE REMOVED WITHIN 30 DAYS OF PERMANENT STABILIZATION OF THE SITE. 6. ALL CONSTRUCTION STAGING, LOADING, TEMPORARY PARKING, AND LAYDOWIV AREAS SHALL BE COORDINATED WITH THE OWNER PRIOR TO ANY CONSTRUCTION OR DEMOLITION ACTT W VES 7 CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEA WNG THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHATEVER MEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAMAGES DUE TO DUST. 8. THIS PROJECT 1S TO BE CONSTRUCTED IN ACCORDANCE NTH THE LATEST ED177ON OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPEC/FICA77ONS AND BEDFORD COUNTY PUBLIC SERVICE AUTHORITY MASTER SPECIFICATIONS. 9. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL PERMITS AND BONDS AS DEEMED NECESSARY BY THE LOCAL AUTHORITY. 10. CONTRACTOR SHALL BE REQUIRED TO CONTACT VDOT PRIOR TO ANY ACTIVITY WITHIN THE VDOT RIGHT OF WAY TO OBTAIN THE REQUIRED PERMITS- 11. CONTRACTOR SHALL CONTACT 774E OWNER IN WRI71NG NOT LESS THAN 30 DAYS MINIMUM PRIOR TO ANY DEMOL177ON AND /OR CONSTRUCTION AC77NTY TO VERIFY MARKING OF EXISTING U77LITY SERVICES CONTRACTOR TO NOTIFY ALBEMARLE COUNTY PLANNING DIRECTOR IN WRITING 48 HOURS PRIOR TO BEGINNING Abff WORK ON SITE. 12. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS PROVIDED BY THE ARCH17E'CT FOR THE EXACT BUILDING LOCA77ON AND DIMENSIONSS, 13. CONTRACTOR TO REPLACE ALL PROPERTY CORNERS, IRON PINS, BENCHMARKS, AND ANY 07HER SURVEY MARKERS AT HIS EXPENSE AFTER COMPLETION OF PROJECT. 14. CONTRACTOR TO PROVIDE ALL NECESSARY TRAFFIC CONTROL PER MOST RECENT VIRGINIA DEPARTMENT OF TRANSPORTA77ON (VDOT) SPECIFICA7IONS DURING CONSTRUCTION ALONG RIO ROAD AND SEMINOLE TRAIL (ROUTE 29). 15. CONTRACTOR RESPONSIBLE FOR COORDINA77NG WITH UTILITY COMPANIES AS NECESSARY PRIOR TO COMMENCING ANY CONSTRUC7ION ACTIVITY. 16. PROPERTY SHALL BE SERVED BY PUBLIC SEWER AND WATER BY ALBEMARLE COUNTY. ALBEMARLE COUNTY ENGINEER /NG GENERAL CONSTRUC110N N07S FOR SITE PLANS.• 1. PRIOR TO ANY CONS7RUC770N 107H/N ANY EXISTING PUBLIC RIGHT- OF-WAY INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FOR THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 7H/S PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 774E REQUIREMENTS OF 774E PERMIT. WHERE ANY DISCREPANCIES OCCUR 7HE REQUIREMENTS OF 774E PERMIT SHALL GOVERN. 2 ALL PAVING, DRAINAGE RELA7FD MA7E'R/ALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECInCA710NS AND STANDARDS OF VDOT UNLESS OTHERWISE N07FD. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WI7H 7HE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PR /OR TO ANY CLEARING, GRADING OR 07HER CONS7RUC770N. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2.'l (HOR7IZONAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 5. PA VED, RIP -RAP OR STABILIZA 7ION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE ALBERMARLE COUNTY DIRECTOR OF ENGINEERING, OR 7HE DIRECTOR(S) DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZED A DRAINAGE CHANNEL. 6. ALL 7RAFF7C CONTROL SIGNS SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES Z UNLESS OTHERWISE N07ED ALL CONCRE7E PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS M. 8. ALL EXCAVA710N FOR UNDERGROUND PIPE INSTALLA710N MUST COMPLY WI7H OSHA STANDARDS FOR 711E CONS7RUC770N INDUSTRY (29 CFR PART 1926). SOURCE OF TITLE: (TM# 61 -122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE: (TM# 61 -122A) THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. SITE)kND GRADING PLAN FOR WACHOVIA BANK AT THE SHOPS AT RIO ROAD CHARLOTTESVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA 4. THE FOLLOWING VARIANCES WERE GRANTED BY THE BOARD OF SUPERVISORS ON MAY 3, 2006. REFER TO 7MA 2005 -010: WACHOVIA AND SHOPS AT RIO ROAD VARIABLE WIDTH R /W) VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE TEMPORARY CONSTRUCTION ENTRANCE SF S/L T FENCE IP INLET PR07EC77ON D D TEMPORARY DIVERSION DIKE TS TEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEAVING THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHATEVER MEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSA 7E BORDERING PROPERTY OWNERS AND 774E OWNER FOR ALL DAMAGES DUE TO DUST. SHEET INDEX ~~ C 01.0 COVER SHEET 40 2 0 4 80 mommi C 1,.0 EXISTING CONDITIONS AND GRAPHIC SCALE IN FEET DEMOLITION PLAN C 2 0 PHASING PLAN C 2..1 SITE PLAN C 31.0 UTILITY PLAN C 31.1 PROFILES C 4;.0 EROSION CONTROL AND CHECKED BY: GRADING PLAN PHASE 1 C 4'..1 EROSION CONTROL AND R1.dwg GRADING PLAN PHASE 2 C C.2 EROSION CONTROL AND PER COUNTY COMMENTS GRADING PLAN PHASE 3 C 40 FINISH GRADING PLAN a76 T F DET 0 C 6)'.0 UTILITY DETAILS FOR COUNTY REVIEW AND APPROVAL NOTA 77ON C T.0 EROSION AND SEDIMENT VIRGIMA CERTIFIED RESPONSIBLE LAND DISTURBER C9 z RTE. 43 z • a z D SITE Lu p wrL Iln Q wi z A- O uzj L6a o > \0 .oi. z LLcc kDwa\N0 CHARLOTTESVILLE z = N C E. 50 W OO g = RT tU N 0000 N.T.S. Z A z o v 4LnOmm VICINITY MAP - N J o0 Qt 4 ad LEGEND 0IPF IRON PIN FOUND IPS IRON PIN SET WELL Z ELECTRIC POLE ELECTRIC MANHOLE ELECTRIC PEDISTAL 3 GUY WIRE TELEPHONE POLE PROPOSEDoTELEPHONEPEDESTAL Q w TELEPHONE MARKER 0IPS IRON P/N SET _ Q TELEPHONE MANHOLE EXISTING PROPERTY LINE co CLEANOUT 8 WATER METER L /M /TS OF CONSTRUCTION Z wv WATER VALVE a STORM INLET O STORM MANHOLE ceQsSANITARYMANHOLESTORMSEWER - o FIRE HYDRANT -X - SILT FENCE > LIGHT POLE OEDGEOFPAVEMENT800PROPOSED10' CONTOUR w EDGE OF GRAVEL 802 PROPOSED 2' CONTOUREDGEOFCONCRETE ZCREEK m GAS VALVE DIVERS /ON DITCH GAS METER TEMPORARY GAS MARKER CONSTRUCTION O BENCHMARK ENTRANCE Q V SIGN WELLOGUARDRAIL STANDARD DUTY PAVEMENT J EDGE OF WOODS UJ Wx - x -FENCE a. oH E- OVERHEAD ELECTRIC HEAVY DUTY PAVEMENT OoHT- OVERHEAD TELEPHONE uj oH CN- OVERHEAD CABLE TV = LuuGCTV -UG CABLE TELEVISION 1.5" OVERLAY PAVEMENT i uG E -UG ELECTRIC LINE UG Fo- UG FIBER OPTIC LINE UG G- UG GAS LINE O Q ss -UG SAN. SEWER LINE U.w UG T- UG TELEPHONE LINE W - UG WATER LINE Vuj CONCRETE - BRICK > O ZV OWNER /DEVELOPER, AM AWARE OF 774E SI7E DESIGN Q REQUIREMENTS IMPOSED BY 774E SITE DEVELOPMENT PLAN AND OTHER ca uj APPLICABLE COUNTY CODES I HEREBY CERTIFY THAT I AGREE TO COMPLY WITH mi 774ESE REQUIREMENTS, UNLESS MODIFIED IN ACCORDANCE WITH LOCAL LAW. J A LEI OWNER DATE O COMMONWEALTH AT LARGE TO WIT: = C mi COUNTY /CITY OF ix I, . A NOTARY PUBLIC IN AND FOR QTHESTATEAFORESAID, DO HEREBY CERTIFY THAT THE OWNERS /REPRESENTATIVES WHOSE NAMES ARE SIGNED HEREON HAVE ACKNOWLEDGED THE SAME BEFORE ME THIS DAY OF 20 V MY COMMISSION EXPIRES: NOTARY PUBLIC APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION CONTROL DETAILS C 8;.0 LIGHTING DETAILS NAME - SL 1.0 SITE LIGHTING PLAN PHONE # COMPANY L 1..0 LANDSCAPE PLAN ADDRESS L 1.0 LANDSCAPING DETAILS PROJECT NO. 20050260 G. L. NO.151- 15 -D4.7 FILE NO.G -11410 DATE:06/26/06 DRAWN BY:MJD /KLS CHECKED BY:RAR /RKW AINA ROSADO Lic. No. 038196 08/07/07 I0MAL PLAN REVISIONS HURTifDATEDESCRIPTIONOFREVS /ON p RO F F I TT1062606PERCOUNTYCOMMENTS 2 12101106 PER COUNTY COMMENTS 3 01104107 PER COUNTY COMMENTS R1.dwg SHEET NO. O.O 4 1 24 07 PER COUNTY COMMENTS 5 3 02 07 PER VDOT, COUNTY, SERVICE AUTHORITY COMMENTS a76 05 17 07 PER ALBEMARLE SERVICE AUTHORITY COMMENTS 07 10,JIO 7 1 PER OWNER COMMENTS g 06, 2007 - 6: 29pm V: \LondProjects \20050260 \dwg \COVER- tD z Z z s 0a z o W ce W Q Q L a 0 L Q J Z N Qz O z O E LLM w¢I ALL Ll d O o % UA O 0 = N 00 CO Z cVZOIn111 >_ O M M N J 00 -V %t DEMOLI TION LEGEND 7BR X )X LIMITS OF DEMOL177ON /CONS7RUC77ON TO BE REMOVED /DEMOLISHED (7BR) SA WCUT 77?EE TO BE REMO VED TO BE REMO VED 7REE PROTECT /ON THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. SA WCUT EXIS PA VEMENT BENCH MARK: CONTROL NAIL #4 ELEVATION-508.65 DATUM NAVD (GEOID 03) P SA WCUT EXISTING PA VEMENT OH - OHO 402\qz 2 SAWCUT, EXISTING PA VEMENT s 0A SHOPPING CENTER ASSOCIATES TM# 61 -133 D.B. 1536, PG. 262 N O O h 40 oonrnr YicnAir ' SEMINOLE TRAIL \ SAWCUT EX/S77NG EXISTING STORM INL'LET PAVEMENT (REFER TO VARIABLE WIDTH R /W U.S. Rt. 29 (N.B. TOP TO BE RESET ' DETAIL WP -2 ON I PROPOSED GRADES ' p SHEET C5.0) SEE SHEET C4.3) NO1FS. 1. THIS TOPOGRAPHY HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE DATED APRIL 1, 2005 AND THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN. 2. THIS TOPOGRAPHY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT, THEREFORE, NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 3. THE AREA SHOWN HEREON IS LOCATED IN FLOOD HAZARD ZONE 'X' AND IS NOT LOCATED WITHIN FLOOD HAZARD ZONE 'A' FOR A 100 YEAR FLOOD AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AS SHOWN ON COMMUNITY -PANEL MAP #51003CO278D DATED FEBRUARY 5, 2005. 4. THIS PROPERTY IS SUBJECT TO RESTRICTIONS REFERRED TO IN D.B. 355, PG. 465 OF THE CIRCUIT COURT CLERK'S OFFICE OF ALBEMARLE COUNTY, VIRGINIA 5. PROPERTY LINES SHOWN HEREON ARE FROM RECORD INFORMATION AND HAVE ONLY BEEN TIED DOWN IN THE FIELD ADEQUATELY ENOUGH TO USE FOR GENERAL INFORMATION PURPOSES ONLY. NO BOUNDARY SURVEY HAS BEEN PERFORMED AT THIS TIME. 6. THE SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT AREA THAT MAY NOT BE SHOWN HEREON. THE OWNER /CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE MISS UTILITY 1- 800 - 522 -7001 REQUEST A 48 HOUR EXCAVATION TICKET BEFORE STARTING OF EXCAVATION /GROUND DISTURBANCE OF ANY KIND. DEMOLITION NOTES: 1. NO LAND DISTURBING AaCTIVITY SHALL OCCUR PRIOR TO OBTAINING A LAND DISTURBANCE PEFRMIT FROM ALBEMARLE COUNTY. 2. ALL EXCESS AND UNSUJITABLE MATERIAL TO BE DISPOSED OF BY CONTRACTOR, NO BURMING IS ALLOWED ONSITE. 3. CONTRACTOR RESPONSHBLE FOR COORDINATION WITH ALL APPLICABLE UTILITY COMPANIES AS NECESSARY DURING CONSTRUCTION AND DURING RELOCATICON OF EXISTING UTILITIES. 4. UNDERGROUND UTILITIES NOT VERIFIED IN FIELD. NOT ALL UNDERGROUND UTILITIES MAY BE SHOVWVN. 5. CONTRACTOR TO SUPPLLY ALBEMARLE COUNTY WITH THE NAME AND CERTIFICATION NUMBER' OF THE RESPONSIBLE LAND DISTURBER AND POST THE LAND DISTUFRBANCE BOND AT THE AMOUNT SET BY ALBEMARLE COUNTY WFHEN OBTAINING THE LAND DISTURBANCE PERMIT. 6. CONTRACTOR RESPONSIIIBLE FOR OBTAINING ALL NECESSARY PERMITS, BONDS, AND FEES AT MIS EXPENSE FOR THIS PROJECT THAT HAVE NOT BEEN OBTAINED BY OWIINER. CONTRACTOR SHALL COORDINATE WITH OWNER. 7. CONTRACTOR TO NOTIF`Y ENGINEER AND APPLICABLE UTILITY SERVICE PROVIDER OF ANY CONIFLICTS WITH UNDERGROUND UTILITIES. 8. ALL EXISTING PAVEMENIT AND CURB & GUTTER WITHIN THE LIMITS OF CONSTRUCTION SHALL EBE REMOVED AND DISPOSED OFF -SITE. 9. CONTRACTOR TO COOREDINATE WITH VDOT 48 HOURS PRIOR TO CONSTRUCTION WITHIN [RIGHT OF WAY OF SEMINOLE TRAIL (ROUTE 29) AND RIO ROAD (ROUTE 631)). 10. REFER TO SUBDIVISION PLAT BY HURT & PROFFITT, INC. FOR VACATION OF LOT LINES. 11. CONTRACTOR TO PROTECT EXISTING SANITARY SEWER, MANHOLES AND CONVEYANCE LINES SCHEDULED TO REMAIN AND WATER METER. CONTRACTOR TO COORD)INATE ANY ADJUSTMENTS IN THE FIELD WITH THE ENGINEER. EXIS77NG LIGHT POLE QTOREMAIN EXISTING TREES TO BE REMOVED 4g 494 PER PLANS WATER VALVE A- I I 0 EXSITING SANITARY SEWER STRUTURE SCHEDULE 1 MANHOLE TOP ELEV.= 506.20 INV.IN =496.7 INV.OUT =496.3 MANHOLE TOP ELEV= 509.91 INV.IN =494.9 INV.OUT =494.6 EXSITING STORM SEWER STRUTURE SCHEDULE MANHOLE TOP ELEV= 488.78 INV.IN 'A' =482.0 INV.IN 'B' =481.9 INV.OUT =481.8 MANHOLE TOP ELEV= 492.52 INV.IN 'A' =486.4 INV.IN 'B' =486.6 INV.OUT =486.2 7\ GRATE TOP DROP INLET TOP ELEV. =498.0 INV.IN 'A' =493.4 INV.IN 'B' =493.0 INV.OUT =492.9 j DROP INLET ELEV. AT MANHOLE= 503.42 INV.OUT =499.4 GRATE TOP DROP INLET TOP ELEV. =500.4 INV.IN =494.5 INV.OUT =494.4 j GRATE TOP DROP INLET TOP ELEV. =507.0 INV.OUT =503.3 DROP INLET ELEV. AT GRATE =501.3 INV.OUT =496.1 GRATE TOP DROP INLET TOP ELEV. =501.9 INV.OUT =498.2 DROP INLET ELEV. AT GRATE =508.8 INV.OUT =505.6 DROP INLET ELEV. AT MANHOLE= 509.27 INV.IN =505.1 INV.OUT =504.9 DROP INLET ELEV. AT MANHOLE= 508.94 INV.IN =502.4 DROP INLET ELEV. AT GRATE =502.9 Z aZ Q z O G z ° C 0 0> FIIIim z mmi O a LLI o a a mi O W ao a Um Z Q u O o ao z m o a Z oUj o t ' J a W PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 STORM STRUCTURE SCHEDULE. • DATE : 06/26/06 O O D / -1 TOP = 02.00 O TOP = 504.52 CHECKED BY: RAR /RKW DRAWN BY: MJD /KLS fA STORM GATE 1E STORM FILTER 5 Dl -3B,• 4' THROATTOP = 501.00 TOP = 500.00 INV IN 5 491.59INVIN = 490.94 INV IN = 490.72 / NV OUT = 1.59 / NV IN = 499.33 (STRCT 4B)INV OUT= 490.84, (1F) INV OUT = 488.42 /NV OUT = 499 ( INV OUT = 490.84 1B DI -1; DETENTION CONTROL STRUCTURE TOTO DI -1OTOP = 501.00 B 15" YARD DRAINTOP = 498.00 /NV IN = 494.00TOP = 501.00 INV /N = 490.76 (1A) INV OUT = 491.73 TOP = 505.47 LINVIN = 491.02 (STRCT 2A) INV IN = 488.30 (1E) INV OUT= 500.00 INV IN = 491.02 (STRCT 1C) INV OUT= 488.20 Gl INV OUT = 491.02 (15" W/ ORIFA CE' PLATE ODl -3B,• 4' THROAT D1 -1 TOPTOP = 503.25 2A TOP = 499.90 O TOP = 501.00 /NV IN = 498.26 RAI A. ROSADO INV IN = 491.66 INV IN = 49723 (STRCT 4C) INV OUT = 498.16 LIc. N0. 038196INVOUT= 491.66 INV IN = 495.90 (STRCT 3D) 1C MH-1 INV OUT= 495.00 08/07/07 TOP = 501.20 INV IN = 491.07 (STRCT 3A) DI -3B; 4' THROAT INV IN = 496.35 (STRCT 1D) O TOP = 500.15 O Dl -3B,• 4' THROAT , 1 INV OUT = 491.06 INV IN = 495.00 TOP = 505.70 jMAL INV OUT = 491.83 /NV OUT= 500.00 10 DI -1 TOP = 501.65 O 15" YARD DRAIN WV OUT= 497.10 x TOP = 499.00 INV OUT = 496.00 30 15 0 30 60 HURT GRAPHIC SCALE IN FEET P RO F F I TT As 2 01104107 PER COUNTY COMMENTS SHEET N0. 5 03 C 160107PERVDOTCOMMENTS 6 s _ 05117107 PER ALBEMARLE SERVICE AUTHORITY COMMENTS Aug 06, 2007 - 6: 29pm V: \LandProjects \20050260 \dwg \EXI STING. dwq LEGEND 0IPF IRON PIN FOUND GIPS IRON PIN SET WELL 0 ELECTRIC POLE D ELECTRIC MANHOLE 0 ELECTRIC PEDISTAL GUY WIRE TELEPHONE POLE o TELEPHONE PEDESTAL JYL,TELEPHONE MARKER Q TELEPHONE MANHOLE co CLEANOUT WATER METER wv WATER VALVE Q STORM MANHOLE Q SANITARY MANHOLE ti FIRE HYDRANT LIGHT POLE 7 / ,7 -- EDGE OF PAVEMENT EDGE OF GRAVEL EDGE OF CONCRETE CREEK CIV GAS VALVE GAS METER GASRK GAS MARKER BENCHMARK SIGN WELL V GUARDRAIL EDGE OF WOODS x -x-FENCE OH E-OVERHEAD ELECTRIC OH T-OVERHEAD TELEPHONE OH CTv- OVERHEAD CABLE TV uG cTv -UG CABLE TELEVISION uG E-UG ELECTRIC LINE uG Fo -UG FIBER OPTIC LINE uG G -UG GAS LINE ss -UG SAN. SEWER LINE uG T-UG TELEPHONE LINE W -UG WATER LINE CONCRETE BRICK DEMOLI TION LEGEND 7BR X )X LIMITS OF DEMOL177ON /CONS7RUC77ON TO BE REMOVED /DEMOLISHED (7BR) SA WCUT 77?EE TO BE REMO VED TO BE REMO VED 7REE PROTECT /ON THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. SA WCUT EXIS PA VEMENT BENCH MARK: CONTROL NAIL #4 ELEVATION-508.65 DATUM NAVD (GEOID 03) P SA WCUT EXISTING PA VEMENT OH - OHO 402\qz 2 SAWCUT, EXISTING PA VEMENT s 0A SHOPPING CENTER ASSOCIATES TM# 61 -133 D.B. 1536, PG. 262 N O O h 40 oonrnr YicnAir ' SEMINOLE TRAIL \ SAWCUT EX/S77NG EXISTING STORM INL'LET PAVEMENT (REFER TO VARIABLE WIDTH R /W U.S. Rt. 29 (N.B. TOP TO BE RESET ' DETAIL WP -2 ON I PROPOSED GRADES ' p SHEET C5.0) SEE SHEET C4.3) NO1FS. 1. THIS TOPOGRAPHY HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE DATED APRIL 1, 2005 AND THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN. 2. THIS TOPOGRAPHY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT, THEREFORE, NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 3. THE AREA SHOWN HEREON IS LOCATED IN FLOOD HAZARD ZONE 'X' AND IS NOT LOCATED WITHIN FLOOD HAZARD ZONE 'A' FOR A 100 YEAR FLOOD AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AS SHOWN ON COMMUNITY -PANEL MAP #51003CO278D DATED FEBRUARY 5, 2005. 4. THIS PROPERTY IS SUBJECT TO RESTRICTIONS REFERRED TO IN D.B. 355, PG. 465 OF THE CIRCUIT COURT CLERK'S OFFICE OF ALBEMARLE COUNTY, VIRGINIA 5. PROPERTY LINES SHOWN HEREON ARE FROM RECORD INFORMATION AND HAVE ONLY BEEN TIED DOWN IN THE FIELD ADEQUATELY ENOUGH TO USE FOR GENERAL INFORMATION PURPOSES ONLY. NO BOUNDARY SURVEY HAS BEEN PERFORMED AT THIS TIME. 6. THE SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT AREA THAT MAY NOT BE SHOWN HEREON. THE OWNER /CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE MISS UTILITY 1- 800 - 522 -7001 REQUEST A 48 HOUR EXCAVATION TICKET BEFORE STARTING OF EXCAVATION /GROUND DISTURBANCE OF ANY KIND. DEMOLITION NOTES: 1. NO LAND DISTURBING AaCTIVITY SHALL OCCUR PRIOR TO OBTAINING A LAND DISTURBANCE PEFRMIT FROM ALBEMARLE COUNTY. 2. ALL EXCESS AND UNSUJITABLE MATERIAL TO BE DISPOSED OF BY CONTRACTOR, NO BURMING IS ALLOWED ONSITE. 3. CONTRACTOR RESPONSHBLE FOR COORDINATION WITH ALL APPLICABLE UTILITY COMPANIES AS NECESSARY DURING CONSTRUCTION AND DURING RELOCATICON OF EXISTING UTILITIES. 4. UNDERGROUND UTILITIES NOT VERIFIED IN FIELD. NOT ALL UNDERGROUND UTILITIES MAY BE SHOVWVN. 5. CONTRACTOR TO SUPPLLY ALBEMARLE COUNTY WITH THE NAME AND CERTIFICATION NUMBER' OF THE RESPONSIBLE LAND DISTURBER AND POST THE LAND DISTUFRBANCE BOND AT THE AMOUNT SET BY ALBEMARLE COUNTY WFHEN OBTAINING THE LAND DISTURBANCE PERMIT. 6. CONTRACTOR RESPONSIIIBLE FOR OBTAINING ALL NECESSARY PERMITS, BONDS, AND FEES AT MIS EXPENSE FOR THIS PROJECT THAT HAVE NOT BEEN OBTAINED BY OWIINER. CONTRACTOR SHALL COORDINATE WITH OWNER. 7. CONTRACTOR TO NOTIF`Y ENGINEER AND APPLICABLE UTILITY SERVICE PROVIDER OF ANY CONIFLICTS WITH UNDERGROUND UTILITIES. 8. ALL EXISTING PAVEMENIT AND CURB & GUTTER WITHIN THE LIMITS OF CONSTRUCTION SHALL EBE REMOVED AND DISPOSED OFF -SITE. 9. CONTRACTOR TO COOREDINATE WITH VDOT 48 HOURS PRIOR TO CONSTRUCTION WITHIN [RIGHT OF WAY OF SEMINOLE TRAIL (ROUTE 29) AND RIO ROAD (ROUTE 631)). 10. REFER TO SUBDIVISION PLAT BY HURT & PROFFITT, INC. FOR VACATION OF LOT LINES. 11. CONTRACTOR TO PROTECT EXISTING SANITARY SEWER, MANHOLES AND CONVEYANCE LINES SCHEDULED TO REMAIN AND WATER METER. CONTRACTOR TO COORD)INATE ANY ADJUSTMENTS IN THE FIELD WITH THE ENGINEER. EXIS77NG LIGHT POLE QTOREMAIN EXISTING TREES TO BE REMOVED 4g 494 PER PLANS WATER VALVE A- I I 0 EXSITING SANITARY SEWER STRUTURE SCHEDULE 1 MANHOLE TOP ELEV.= 506.20 INV.IN =496.7 INV.OUT =496.3 MANHOLE TOP ELEV= 509.91 INV.IN =494.9 INV.OUT =494.6 EXSITING STORM SEWER STRUTURE SCHEDULE MANHOLE TOP ELEV= 488.78 INV.IN 'A' =482.0 INV.IN 'B' =481.9 INV.OUT =481.8 MANHOLE TOP ELEV= 492.52 INV.IN 'A' =486.4 INV.IN 'B' =486.6 INV.OUT =486.2 7\ GRATE TOP DROP INLET TOP ELEV. =498.0 INV.IN 'A' =493.4 INV.IN 'B' =493.0 INV.OUT =492.9 j DROP INLET ELEV. AT MANHOLE= 503.42 INV.OUT =499.4 GRATE TOP DROP INLET TOP ELEV. =500.4 INV.IN =494.5 INV.OUT =494.4 j GRATE TOP DROP INLET TOP ELEV. =507.0 INV.OUT =503.3 DROP INLET ELEV. AT GRATE =501.3 INV.OUT =496.1 GRATE TOP DROP INLET TOP ELEV. =501.9 INV.OUT =498.2 DROP INLET ELEV. AT GRATE =508.8 INV.OUT =505.6 DROP INLET ELEV. AT MANHOLE= 509.27 INV.IN =505.1 INV.OUT =504.9 DROP INLET ELEV. AT MANHOLE= 508.94 INV.IN =502.4 DROP INLET ELEV. AT GRATE =502.9 Z aZ Q z O G z ° C 0 0> FIIIim z mmi O a LLI o a a mi O W ao a Um Z Q u O o ao z m o a Z oUj o t ' J a W PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 STORM STRUCTURE SCHEDULE. • DATE : 06/26/06 O O D / -1 TOP = 02.00 O TOP = 504.52 CHECKED BY: RAR /RKW DRAWN BY: MJD /KLS fA STORM GATE 1E STORM FILTER 5 Dl -3B,• 4' THROATTOP = 501.00 TOP = 500.00 INV IN 5 491.59INVIN = 490.94 INV IN = 490.72 / NV OUT = 1.59 / NV IN = 499.33 (STRCT 4B)INV OUT= 490.84, (1F) INV OUT = 488.42 /NV OUT = 499 ( INV OUT = 490.84 1B DI -1; DETENTION CONTROL STRUCTURE TOTO DI -1OTOP = 501.00 B 15" YARD DRAINTOP = 498.00 /NV IN = 494.00TOP = 501.00 INV /N = 490.76 (1A) INV OUT = 491.73 TOP = 505.47 LINVIN = 491.02 (STRCT 2A) INV IN = 488.30 (1E) INV OUT= 500.00 INV IN = 491.02 (STRCT 1C) INV OUT= 488.20 Gl INV OUT = 491.02 (15" W/ ORIFA CE' PLATE ODl -3B,• 4' THROAT D1 -1 TOPTOP = 503.25 2A TOP = 499.90 O TOP = 501.00 /NV IN = 498.26 RAI A. ROSADO INV IN = 491.66 INV IN = 49723 (STRCT 4C) INV OUT = 498.16 LIc. N0. 038196INVOUT= 491.66 INV IN = 495.90 (STRCT 3D) 1C MH-1 INV OUT= 495.00 08/07/07 TOP = 501.20 INV IN = 491.07 (STRCT 3A) DI -3B; 4' THROAT INV IN = 496.35 (STRCT 1D) O TOP = 500.15 O Dl -3B,• 4' THROAT , 1 INV OUT = 491.06 INV IN = 495.00 TOP = 505.70 jMAL INV OUT = 491.83 /NV OUT= 500.00 10 DI -1 TOP = 501.65 O 15" YARD DRAIN WV OUT= 497.10 x TOP = 499.00 INV OUT = 496.00 30 15 0 30 60 HURT GRAPHIC SCALE IN FEET P RO F F I TT As 2 01104107 PER COUNTY COMMENTS SHEET N0. 5 03 C 160107PERVDOTCOMMENTS 6 s _ 05117107 PER ALBEMARLE SERVICE AUTHORITY COMMENTS Aug 06, 2007 - 6: 29pm V: \LandProjects \20050260 \dwg \EXI STING. dwq ZONE 2 ZONE 1 t c t ILI o I* Eml z .O z 'o¢ LL. CL iP- LL. I OR IlqZNZ04-V a _ N J 0 -* 4 24 mto BENCH MARK: ON iROt_ NAIL q`A k VA I K'lI 0 Y. 'f t. v U. s F VARIABLE WIDTH R /W)I ONE 4-- - — - -_ _ PHASING LEGEND SE 1 Z om t7 Z x a cG O L6 a g O Z O > w Idi Z Q IA 0 v ! V aW s a W m J Q w u Z Q Z a m W Z W H mi mi 0 x u a 3 W W F J a z v PROJECT N0. 20050260 PHASE 2 PHASE 3 G.L. N0. 151- 15 -D4.7 FILE N0. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR /RKW AINl4 -R. ROSADO Lic. No. 038196 08/07/07 ZONAL THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATO AND LOCATION OF THE WORK. HURTQ L7CPROFFITT 30 15 0 30 60 GRAPHIC SCALE IN FEET 1 062 1 PER COUNTY COMMENTS PER COUNTY COMMENTS SHEET N0. D W a o W W Ln1 -1 Z LLJ z 24 mto BENCH MARK: ON iROt_ NAIL q`A k VA I K'lI 0 Y. 'f t. v U. s F VARIABLE WIDTH R /W)I ONE 4-- - — - -_ _ PHASING LEGEND SE 1 Z om t7 Z x a cG O L6 a g O Z O > w Idi Z Q IA 0 v ! V aW s a W m J Q w u Z Q Z a m W Z W H mi mi 0 x u a 3 W W F J a z v PROJECT N0. 20050260 PHASE 2 PHASE 3 G.L. N0. 151- 15 -D4.7 FILE N0. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR /RKW AINl4 -R. ROSADO Lic. No. 038196 08/07/07 ZONAL THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATO AND LOCATION OF THE WORK. HURTQ L7CPROFFITT 30 15 0 30 60 GRAPHIC SCALE IN FEET 1 0621 PER COUNTY COMMENTS PER COUNTY COMMENTS SHEET N0. AINl4 -R. ROSADO Lic. No. 038196 08/07/07 ZONAL THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATO AND LOCATION OF THE WORK. HURTQ L7CPROFFITT 30 15 0 30 60 GRAPHIC SCALE IN FEET 1 0621 PER COUNTY COMMENTS PER COUNTY COMMENTS SHEET N0. PROPOSED SIGN SEE NOTE 10) PROPOSED DRIVING LEGEND STANDARD DUTY PA t 99 ¢ aq a HEAVY DUTY PA VEMEe"W7li M 5P n. ill 1.5" OVERLAY PA VEM VDOT STANDARD 5' SIDEWALK OLNCH MARK: CONTROL NAIL_ # ELEVATION = 1} I 0 BIKE '( ''R3: 0i GO RACK V S12 II.SPFTA TS1 (i TYP igil r rr k a r ' \ V e, 5My Ar d7 -' . .. _.. ....__.._. _ - -. _._.... I O nj. J J LIGHT P LE Z MOUNTABLE TYPICAL 1 OF 13 SIDEWALK SEE DETAIL WHEEL STOPSis? 0 V V TYP) FF = 502.00 I FF = 502.00 I FF = 502.00 V i PROPOSED I I FF = 502.06014,765 SF BUIL ING RETAIL = 10,942 SF; I I - -1 RESTAURANT - 4238 SF - L /GIRT POLE / J . . ` = 502.00 ) I I Q (TYPICAL 1 OF 13 FF V•• J I TM #I 6 4 SA UEL J 3 AN ,IAN - fl A. J1,0SEPH I ? Z'ON _D: a - i / ..'- 0 J Jam- V - • V 9 / J •'R R3 ° y . , 8' J W19E', I© WALK ; -: ;, , JR 1i=' ; 3 El 30.0 TREE GRATE b. U-IIL A3`EILIEY - - - MATCH \ BUILDING SETBACK (TYP 1 OF 4) © " © N Q N DQVAR /ABLE WIDTH EXISTING , SIDEWALK APPROXIMATE LOCATION OF SIGNALIZED INTERSECTION OF SEMINOLE TRAIL (US ROUTE 29) AND RIO ROAD (STATE ROTE 631) 389.6' - o z I O w Z a 0 V aW 0 m Z Q W J W co CL _ 0 Q W V Z a 0 Z W a W 00 V Q V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 07/05/06 DRAWN BY: MJD /KLS CHECKED BY: RAR /RKW HURTp OPROFFITT SHEET N0. C 2.1 Aua 06 . ?007 - 6 - ?9r)m V \1 nndProiects\ ?0050 ?60 \dwa \Site R ?1.d 10.0 © PROPOSED "' -10. D' PARKING SETBACK TRANSFORMER PAD .• ® ® ® PARKING SETBACK r r i LIMITS OF CONSTRUCTON VDOT STD PROPOSED SIGNMOTSTD -MATCH C(G -6 CG -6 (SEE NOTE 10) 'EXISTING THE PAVEMENT WITHIN SIDEWALK = ,; VDOT STANDARD 5' INGRESS /EGRESS THE VDOT R/W SHALLSIDEWALKEASEMENTBEATLEASTTHE SAMEJDESIGNASROUTE29. VARIABLE WIDTH R /W) THE SAW CUT AND PARKING REQUIREMENTS 0VERLA Y TO BE IN EXISTING 3,500 SF BANKGENERALNO7FS 1. STANDARD 24" CURB & GUTTER TO BE USED ONSI7E WHERE NOTED.1 SPACE1150 SF + 25 SF /DRIVE 7HRU LANE 3 DRIVE 7HRU LANES PROPOSED 1 SPACE1275 SF =13 SPACES REQUIREDVDOTSTANDARDCG -6 WILL BE USED ON ALL ENTRANCES.EXIS77NG 3,500 SF BANK TRAINING CENTER2. CONTRACTOR SHALL LAY PROPOSED PAVEMENT TO PROPOSED 1 SPACE1150 SF + 25 SF /DRIVE 7HRU LANEGRADE. CONTRACTOR SHALL OVERLAY EXIS77NG PAVEMENT WITH 5. ASPHALT PAVEMENT TO MATCH PROPOSED PAVEMENT GRADE.3 DRIVE 7HRU LANES PROPOSED 1 SPACE1150 SF =23 SPACES REQU /RED J. ALL DIMENSIONS ARE TO FACE OF CURB WHERE APPL /CABLE.36 SPACES EXIS77NG 4. EXIS77NG LANDSCAPE THAT ARE PROPOSED TO BE REMOVED CAN BE NOTES. RELOCATED ON S17F PROPOSED 8754 SF RETAIL SPACE 30' BUILDING SETBACK 5. REFER TO SHEET SC 1.0 FOR S17F LIGH77NG LAYOUT.RETAIL SPACE SHALL BE DEEMED 8OX OF THE GROSS FLOOR PROPOSED LOT ACREAGE: 1.529AC. CR SIDEWALK /CURB RAMP TYPE 2 AREA, PARKING REQUIREMENTS SHALL BE BASED ON 10942 SF 7505 W. SAND LAKE ROOAD OF RETAIL SPACE) AREA OF OPEN SPACE: 0.3AC. (20X) CR 10' PARKING SETBACK 1 SPACE1100 SF UP TO 5,000 SF =50 SPACES REQUIRED IMPERVIOUS AREA: 1.2AC. SIDEWALK /CURB RAMP TYPE 3 a& 061 -122 THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE 1 SPACE1200 SF OVER 5,000 SF (3754 1200) =19 SPACE REQUIRED LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY TOTAL SPACES REQUIRED =69 SPACES UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE PROPOSED USE. BANK /COMMERCIAL PROPOSED 4238 SF RESTAURANT SPACE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY 13 SPACE11000 SF => 423811000 * 1,3 =55 SPACES REQUIRED COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE ZONED: C11EC AREA OF OPEN SPACE- 0.25AC. (26X) PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY TOTAL SI7E PARKING REQUIRED =160 SPACESDAMAGINGANYUTILITYWITHINTHEPROJECTSHALLBEATTHEEXPENSETOTALSI7EPARKINGPROPOSED139SPACES OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR 6.E577MA ADT IS 595VPD PER RE TRIP GENERA 7TH EDI77ON FOR RETAIL CENTERS BASED ON GROSS LEASABLE AREA. SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURE PROPOSED ZONING Cl /EC 7 ALL BUILDINGS ARE APPROXIMATELY 30' -0" HIGH. AND LOCATION OF THE WORK. J.SOILS IN THIS AREA CONSIST OF 7HE ,EL/OAK LOAM SERIES AND ARE GENERALLY DEEP, GENTLY SLOP/NIG (2 TO 7 PERCENT)8.ANY LIGHTING PROPOSED IS NOT TO EXCEED 0.5 FOOT CANDLEPOWER AND 25' IN HEIGHT AT THE PROPERTY LINES. THE EXACT SPEC /F /CA77ONS FOR AND ARE WELL DRAINED. SURFACE RUNOFF IS MEDIUM AND o z I O w Z a 0 V aW 0 m Z Q W J W co CL _ 0 Q W V Z a 0 Z W a W 00 V Q V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 07/05/06 DRAWN BY: MJD /KLS CHECKED BY: RAR /RKW HURTp OPROFFITT SHEET N0. C 2.1 Aua 06 . ?007 - 6 - ?9r)m V \1 nndProiects\ ?0050 ?60 \dwa \Site R ?1.d 10.0 © PROPOSED "' -10. D' PARKING SETBACK TRANSFORMER PAD .• ® ® ® PARKING SETBACK r r i LIMITS OF CONSTRUCTON VDOT STD PROPOSED SIGNMOTSTD -MATCH C(G -6 CG -6 (SEE NOTE 10) 'EXISTING THE PAVEMENT WITHIN SIDEWALK = ,; VDOT STANDARD 5' INGRESS /EGRESS THE VDOT R/W SHALLSIDEWALKEASEMENTBEATLEASTTHESAMEJDESIGNASROUTE29. VARIABLE WIDTH R /W) THE SAW CUT AND 0VERLA Y TO BE IN ACCORDANCE WITH THE VDOT WP -2 STANDARD. 5.THE FOLLOWING LOT AND BUILDING COVERAGES ARE. a& 061 -122A HANDICAP RAMP LEGEND SETBACK REQUIREMENTS ROUTE 29: EXISTING USE.- GAS STATION /COMMERCIAL C 1 SIDEWALK /CURB RAMP TYPE 1 10' PARKING SETBACK NOTES.PROPOSED USE. RETAIL /COMMERCIAL 30' BUILDING SETBACK DEVELOPER: UNICORP NATIONAL DEVELOPMENTS, INC. PROPOSED LOT ACREAGE: 1.529AC. CR SIDEWALK /CURB RAMP TYPE 2 ROUTE 631: 7505 W. SAND LAKE ROOAD AREA OF OPEN SPACE: 0.3AC. (20X) CR 10' PARKING SETBACK ORLANDO, FL 32819 IMPERVIOUS AREA: 1.2AC. SIDEWALK /CURB RAMP TYPE 3 a& 061 -122 30' BUILDING SETBACK CONTACT STEVE MESSING 813) 261 -5108 EXIS77NG USE. BANK /COMMERCIAL NOTE SEE SHEET C5.0 FOR HANDICAP RAMP DETAILS PROPOSED USE. BANK /COMMERCIAL 1.7MM 061, PARCEL 122A PROPOSED LOT ACREAGE.• 0.945AC. ZONED: C11EC AREA OF OPEN SPACE- 0.25AC. (26X) IMPERVIOUS AREA: 0.73AC. Z 7MM 061, PARCEL 122 ZONED: CO/EC 6.E577MA ADT IS 595VPD PER RE TRIP GENERA 7TH EDI77ON FOR RETAIL CENTERS BASED ON GROSS LEASABLE AREA. PROPOSED ZONING Cl /EC 7 ALL BUILDINGS ARE APPROXIMATELY 30' -0" HIGH. J.SOILS IN THIS AREA CONSIST OF 7HE ,EL/OAK LOAM SERIES AND ARE GENERALLY DEEP, GENTLY SLOP/NIG (2 TO 7 PERCENT)8.ANY LIGHTING PROPOSED IS NOT TO EXCEED 0.5 FOOT CANDLEPOWER AND 25' IN HEIGHT AT THE PROPERTY LINES. THE EXACT SPEC /F /CA77ONS FOR AND ARE WELL DRAINED. SURFACE RUNOFF IS MEDIUM AND THE S17E LIGH77NG IS TO BE PROVIDED BY THE BUILDING CONTRACTOR. ALL EXTERIOR UGH77NG SHALL BE NON- DIREC77ONAL AND GLARE SHIELDED TO THE EROSION HAZARD IS MODERATE ACCORDING TO THE PREVENT /LLUM /NA77ON OF ADJACENT PROPERTIES 20 10 0 20 40 SOIL SURVEY OF ALBEMARLE COUNTY PUBLISHED IN AUGUST 1985 BY THE NATIONAL RESO URCE CONSERVA77ON 9.THERE ARE NO OBSTRUC77ONS BETWEEN THE PROPOSED DRIVEWAY AND STOP BAR AT INTERSEC770N.GRAPHIC SCALE IN FEET SERVICE .10.ANY NEW S/GNAGE WILL REQUIRE A PERMIT PRIOR TO /NSTALLA770N. 1 06126106 PER COUNTY COMMENTS 4.THE PROPOSED S17E IMPROVEMENTS AIRE ADD177ONALLY LOCATED WITHIN 7HE FOLLOWING DISTRICTS:4 11.2 12101106ALLENTRANCESTOBEVDOTSTANDARDCG -11 WI7H 30' MIN. WID7H AT RIGHT OF WAY. 2 01 06 PER COUNTY COMMENTS RIVANNA WATERSHED DISTRICT 4 01124107 PER COUNTY COMMENTS ENTRANCE CORRIDOR OVERLAY DISTRICT 5 0JIO21071 PER VDOT COMMENTS AIRPORT PR07EC77ON OVERLAY DISTRICT 7 07103/07 PER OWNER COMMENTS o z I O w Z a 0 V aW 0 m Z Q W J W co CL _ 0 Q W V Z a 0 Z W a W 00 V Q V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 07/05/06 DRAWN BY: MJD /KLS CHECKED BY: RAR /RKW HURTp OPROFFITT SHEET N0. C 2.1 Aua 06 . ?007 - 6 - ?9r)m V \1 nndProiects\ ?0050 ?60 \dwa \Site R ?1.d 10.0 © PROPOSED "' -10. D' PARKING SETBACK TRANSFORMER PAD .• ® ® ® PARKING SETBACK r r i LIMITS OF CONSTRUCTON VDOT STD PROPOSED SIGNMOTSTD -MATCH C(G -6 CG -6 (SEE NOTE 10) 'EXISTING THE PAVEMENT WITHIN SIDEWALK = ,; VDOT STANDARD 5' INGRESS /EGRESS THE VDOT R/W SHALLSIDEWALKEASEMENTBEATLEASTTHESAMEJDESIGNASROUTE29. VARIABLE WIDTH R /W) THE SAW CUT AND ED SEWER 77E- IN STORMFILTER MAINTENANCE NOTES to z 1.4 1. ALL S7ORYFIL7ERS REQUIRE REGULAR MAINTENANCE. z MAINTENANCE FREQUENCY IS DEPENDANT UPON S17E agCHARACTERISTICSANDPOLLUTANTLOADING. TYPICAL EXISTING LIGHT 20 MAINTENANCE INTERVAL IS 12 TO 18 MONTHS. LIGHT POLE POLE TO REMAIN 2. STORMFILTER MAINTENANCE INVOLVES REMOVAL AND LIGHT POISE LIGHT POLE EXISTING LIGHT pOLEA2 LIGHT POLE (TYPICAL 1 OF 1 J) REPLACEMENT OF FILTER CARTRIDGES, REMOVAL OF uj 13)TYPICAL 1 REMOVED cc UJITOBE (TYPICAL 1 OF 1 J) A CCUMULA TED SEDIMEN AND VA UL T INSPECTION. (TYPICAL "l OF. 1 J)J. FULL MAINTENANCE SERWCES MAY BE PROVIDED BY 7-._ 7 IA -c < - - uwjSTORMW47ERMANAGEMENT, INC REPLACEMENT 0 0 u- m oeCARTRIDGESAREALSOAVAILABLEFROMSTORMWA7ER z LIMITS OF CONS RUCTION W U.1 rq _j ;z 7 ! LIMITS OF CONS7RUC ON MANAGEMENT ON AN EXCHANGE BASIS TO FACILITATE z 0 LA. u- I I - -, OWNER PROV MAINTENANCE AC77VITY1w - CLA6W 0 \0 4ft 4. SPENT FILTER MEDIA AND /OR SEDIMENT REMOVED DURING Lu L614Z TILLT-Y Q wIASEA N MAINTENANCE SHOULD BE DISPOSED OF IN ACCORDANCE 0 0 15 caALLAPPLICABLEWASTEDISPOSALREGULATIONS. zW77 ujEASEMENL__ 5. REFER TO STORMFIL7ER OPERAT70N & MAINTENANCE N 00 cou '0 49 t6 GUIDELINES FOR MORE DETAILED INFORMA77ON OR z N Z 0 14 14Ln >_ 0 cn mireCONTACTSTORMWATERMANAGEMENTAT800.54&4667 (14 _j W -t -t IGHT POLEEA4" CONDUIT. U77LIT L TYPICAL 1 OF 13 I INGRESSIEGRESS EA SEMEN T 4 EASEMENT © VARIABLE WIDTH VARIABLE WD TN 0 LIMI. Iimm i, S < 4" CONDUl T IN IGATIoN FH CON IRA C TOR TOPROPOSED IE IN ! 4jSANITARYLINETRACEL /N AND LOCH IF OUTLET IGHT POLE OF PIPE TYPICAL 1 OF 13) JINABLL T0 CONDUIT jjw & 4 IRRIGA T70NA & 4 4" CONDO / IRRIGA 77ONIRRIGA77ON zLIGHTPOLE TYPICAL I OF 13) 2,41 I N V. I N 49 4.9 (PROPOSED) 11ZOJ LF OF 6" LIGHT POLE SDR 26 0 1. 00% 2 _(TYPICAL 1 OF 13) li SEE SHEE C 3. FOR SA N1 TA R Y Z LX'IRRIGAPROFILE)O . 7 2 Z STORM LINE 4 INV= 49 INV= 49ZJ7 S70R4 411VE 4 INCA i 4N V= 498.82 V= 498. 00 V= 496.66 A9 INV= 495.89-7 uj t<ll ui INV IN '8'_-486.2 (PROPOSED) LIGHT POLE al 41 Q- c') A 10 TYPICALJ 1 OF 13) cm I dc C)p IRRIGA 71ON WTOPELEV =497.90 (PROPOSED)PROPOSED Z 1 jh/ 4 r)SANITARY AM - I W Ipr-N v'. I N" E-.'IT, Q- G FCLEANOUT TOP = 504.40 FF 502.00 FF 502. 00 FF 502. 00 77E IN TO EXIS TING& N -11 qtl LL_IP:F IN \3 WA TER SER VICMINV = 496.07 PROPOSED METER AND METER - VARIABLE FOR WA I r- KLINE BOX ASSEMBLY. SIZE To BE INV= 496.6& rz PROFILE) DETERMINED STOR By COUNTY SERVICE 4)p fO)NDUt T LINE I AUTHORITY e CL521 HYDRANT WA LVE6DIP M_ Hcp LIMITS OF CONSTRUCTION t STA. 12+24.39 0.9 D - , . -_... , . _ _zwi6 D REQ'D S TA'. 10 + 04. 00 PROJECT NO. 200502601 -BL 0 WOFF A SSEMBL Y THE PA VEMEN T WITHIN A SEMINOLE INGRESS/EGRESS THE VE)OT RIW SHALL 1-1 " NEW SERWCE REQD A 1-1" METER S TA. 10+0795 171 STA. 12+19.64 EA SEMEN T BE 7r LEAST THE SAME 1-8" GA 7E VALVEVE UTILITY NOTES. G.L. NO. 151-15-D4.7 U.S. RTE. 29 Q REQ D DESIGN AS ROUTE 29. 1 - CONCRETETE THRUST BLOCK REQD FILE NO. G-11410 VARIABLE WIDTH R/W) 1-8" GA 7F VALVE THE SAW CUT AND 2-45* BENDS 1. ALL SANITARY SEWER AND WATER LINES TO BE INSTALLED AND TESTED 0 WRLA Y TO BE IN 2- CONCRETE THRUST BLOCKS PER THE LATEST EDITION OF ALBEMARLE COUNTY STANDARDS AND DATE: 06/26/06 WITHTH THE SPECIFICATIONS. DRAWN BY: MJD/KLS VDOT WP-2 STANDARD. CHECKED BY: RAR STORM STRUCTURE SCHEDULE: 2. ANY CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER, STORM GATE STORM FILTER JA Dl -1 Dl -3B; 4' THROAT - -------- THE OWNER, OR ALBEMARLE COUNTY PRIOR TO CONSTRUCTION. fAO TOP = 501.00 TOP = 500. 00 TOP 502.00 TOP = 504.52 Q STORM SEWER SCHELLL - -- J. ALL SANITARY SEWER LINES WILL BE TELEVISED PRIOR TO FINAL 0 INV IN = 490.94 INV IN = 490.72 INV IN = 491.59 INV IN = 499.JJ (57RCT 4B) ACCNCE OF PROJECT. CRUSHED, OVAL SHAPED, OR OTHERWISE INV OUT= 490.84, (1F) INV OUT = 488.42 INV OUT = 491.59 INV OUT = 499.23 J4. 0 LF OF 42" HDPE 0 0. 50Y. UNACCEPTABLE PIPt BE REPLACED BY THE CONTRACTOR AT HIS INV OUT = 490.84 MH A Dl- 1 2377 LF OF 15" HDPE ® 7.57% 38.0 LF OF 15" HDPE 0 2.63Z EXPENSE. RANJIN OSADO2B2C ODI-1; DETENTION CONTROL STRUCTURE TOP = 498.00 TOP = 501.00 15" YARD DRAIN 4. ALL SANITARY SEWER LINE SHALL BE SOR 26 PVC, UNLESS TOP = 501.00 IN IN = 494. TOP = 505.47 7.9 LF OF 15" HOPE 0 1.00% OTHERWISE NOTED. Ulc. No. 038196 INV IN = 490.76 (1A) INV OUT = 491.73 103.5 LF OF 42" HDPE 0 0.5070 08/07/07 INV OUT = 500.00INVIN = 491.02 (S7RCT 2A) INV IN = 488.30 (1E) e_<E INV IN = 491.02 (S7RCT 1C) INV OUT= 488.00 8.44 LF OF 15" HDPE 0 0.95% 5. CONTRACTOR TO FIELD VERIFY ALL INVERTS AND CONNECTION POINTS IN OU = 491.02 (15 - W/ ORIFA CE PLA 7E), ' Dl- 1 27. LF OF 42" HDPE 0 0.50% PRIOR TO COMMENCEMENT OF ANY CONSTRUC770N AC77W77ES. IF ZONAL DI-JB• 4 THROAT Dl- 1 TOP = 50325 TOP = 499.90 TOP = 501.55 INV IN = 498.26 126.7 LF OF 42" HDPE 0 0.51Y. 3C Aci '.) I C, OF 18 HDPE Am I Aczw P07EN77AL CONFLICTS ARE DETECTED, CONTRACTOR SHALL N077FY THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE INV IN = 491.66 INV IN = 49723 (STRCT 4C) INV OUT 498.16 ENGINEER lmmculA ICL LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY MH- I INV OUT = 491.66 IN IN = 495. (S7RCT 3D) 7.87 LF OF 42" HOPE 0 0.52% UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE TOP = 501.20 INV IN (6")= 495.1 0_(i 66.6 LF OF 15" HOPE 0 6.1 6. C TO SUPPLY PLUMBING FIXTURE, COUNT TO ALBEMARLE HURT&CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY INV IN = 491.07 (S7RCT 3A) DI-JB, 4' THROAT INV OUT 495.00 28.73 LF OF 15'" HOPE ® 2.61% COUNTY SERWCE AUTHORITY 20 10 0 2.0 4.0 COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE INV IN = 496.35 (STRCT 1D) TOP = 500.15 DI-JB, 4' THROAT 93.6 LF OF 15" HDPE 0 1.00% 1 PROFFITT PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY INV OUT = 491.06 INV IN = 495.00 TOP = 505.70 11.93 LF OF 15" HDPE 0 1.07. 1 06126106 PER COUNTY COMMENTS DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE INV OUT = 491.83 O 2 12 1 6 PER COUNTY COMMENTSOFTHECONTRACTOR. DI-1 INV OUT= 500.00 11. 75 LF OF 15" HOPE 0 1. 02X 96.8 LF OF 15" HDPE ®1. 01124107 PER COUNTY COMMENTS SHEET NO. TOP = 501.65 15" YARD DRA 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR 6ZOJ LF OF 15" HDPE 0 1.00Z 5 03IO210 7 PER VDO T COMMENTS SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE INVJ INV OUT = 49Z10 TOP = 499. 00 )= 496.35 6 105117107 PER ALBEMARLE SERVICE AUTHORITY COMMENTS C 3.0 AND LOCATION OF THE WORK. IN (6 IAIV n11T = A09 nn 7 10710-3107 PER OWNERS COMMENTS PROPOSED TAINING 14,765 SF BUILPING FF = 502.00 w // I _( I I I , I I Imm RETAIL = 10,9142 SF; 1 l WALL u RESTAURANT 4,238 SF) LIGT POLE 4 1 IGHT POLE A TYPICAL 1 OF 1.3)-TYPICAL 1 OF 13) FF 502.00 PROPOSED P TE _4 CONDUI 2" TYPE "K (nIAR3IDUALD77C N V= S METERS EASEr /7y z SERVICE. SERVICE. INGRESSIEGRESS 499.61 ''Sill T W IN V=F3 J 499.15 LIGHT POLEF_IN 496. RI NV= 498.38 I/NV= 97.Jl-j (TYPICAL 2 OF 13) X 16 STORM i ' LSTA__j_0+0O STORM LINE 2 FILTER SYS7EM EXIS77NG WATER SERVICE. ( wR3REQ' Al_q" J . GAS LINE INV= 497.04 ir_ V irl/i YA" TAPPING uAt vr- AND SLEEVE W 99n I7A 077LI CONTROL STRUCTURE I r. NU O LAJ NV UU N UU Z Z - z Z 11) ( w -_ j O _ ! J 2 i ZO x - Q: Q:: . OO 0 Q J 2 Ln A p ' d per. . A N .- < co Orn cD 3 I a0 I OOj00 I ZpN I 00hO BOO CO - O =O ao - 00, ...OHO O _ .,. O M I ~hK cn O a0 o O p O ( ANap0) O o 00 O II ° et e} O II o 0) e} O II p 0) ,+ II w o > II II C > II II m p0`r II U , II ^> it w II II d II II ti + LU II + +W II 111.- + +W II II +4J1- ow2 O, II 22p L O2W22Jp ,W220 WOOUU. U.... \ o > W 2 22 ~022 ~2 2 Q. 4 2 Q » >2z \, in p \ \ \ cn (0 i- \ \ \ V cn .- \ \ \ cn to 2 2 2VI \ l ru 520 U 500 EXISTING GRADE 500 MAINTAIN 500! PROPOSED - 18" MINIMUM GRADE ; ; 28.74 15" HDPE 2.61Z CLEARANCE 23.77 LF OF 15" L7.87 LF OF 42" HDPE HDPE ® 7.5730 ® 0-51% 480 480 8.44 LF OF 15" HDPE 0.9 30 7.90 L F OF 15" HDPE 480 1.030 DATUM ELEV DATUM ELEV 470.00 475.00 rn 00 0o aLL0 4 10 +00 STORM LINE 1 A 4 STA: 10 +00 TO 10 +77 10 +00 11 +00 STORM LINE 2 Q 4 STA: 10 +00 TO 11 +99 Z J O t Q) f) v0) JWp cc Q_ n02 PROPOSED o GRADE 50 MAINTAIN 18" W N PROPOSED 3 2" DOMESTIC A WA TER SERVICE PROPOSED I 6" FIRE sQ Q Q WATER LINE Z Q 2.63% N Ljj N 2 Pt 2 Q 2pR >C O a02C)Q O 3) 4j W j Ln k m O to 06:z2pNNN0 t^ X00^4J pcp O pIOOp.a v d'W N II Nc^o1 II Ni;4J 11 II 2W my Lu 11 w 11 o W22p O`AW20 o +t^ W:z Q Q Q z OQ X 222 3 Q ^ LUN A X22 incn22 cn A (n AAA j E STING A GF ADE GRADE 12.7'LFOF 4 HDPE 0.51 30 EXISTING 34.0 LF O 42"HDPE PROP 0i 0i 0) 0) ai 0) 0i 0) 10 +00 11 +00 STORM LINE 2 Q 4 STA: 10 +00 TO 11 +99 Z J O t Q) f) v0) JWp cc Q_ n02 PROPOSED o GRADE 50 MAINTAIN 18" CLEARANCE PROPOSED 3 2" DOMESTIC A WA TER SERVICE PROPOSED O 6" FIRE sQ38.0' LF OF LAj WATER LINE 15" HDPE L LZ 2.63% I-Z 4J QV 480 2 Pt I DATUM ELEV 480.00 STORM LINE 3A64ASTA: 10 +00 TO 12 +59 t zczo Z v Q 3 W "< rn u O O ZI t LAj CL CL p + L LZ 0J~ I-Z 4J QV O 2 Pt 2 Q 2pR >C O a02C)Q O 3) 4j 4 rz j Ln k 500 DAE'V 480.00 ? N ti 10 +00 11+00 THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. WATER LINE A s STA: 10 +00 TO 12 +26.93 12 +00 520 500 1DATUM ELEV 480.00 r r v co rn uv II FQz LL Q lQ 2Z O j J LLI W S A B 2W my N O NWWmoQo A 2^ o +t^2 V a a 0 :lu OV6 / I OA! •.pr zz z OQ V Ql0'u00n Q Q ^ LUN A cnQ I NN cn A (n AAA j PROPOSED GRADE EXISTING GRADE PROP ED 8" DIP C 51 M O 00 tDd N 00 d6" d 10 +00 11+00 THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. WATER LINE A s STA: 10 +00 TO 12 +26.93 12 +00 520 500 1DATUM ELEV 480.00 r r IY LLJ 4J Lu J J ccQ7 O N 4 " i . (7) ho o C '` O> w AIIII (W d• . 4J wz Z p Q.O Lu U •• z2z EXISTING GRADE PROPOSED GRADE MA/ TA /N SEP RA 7/ON 11 IF ffs gym 0) 00 O O LO n 10 +00 11+00 SANITARY SEWER 0 STA: 10 +00 TO11 +88 h Qn II Q. 520 500 O cpNo hh0) 64 06 tf) 0) 0) d N Lu d N O rnA •V II cn rn . II II II Od' II II 2Zp + 2j ` Q h II ti U0222 022 , Q~02Z aoLn in ui W rn W EXISTIN UHAUL PROPOSED _ - -- - - - - - -- ----- - - - - -- ADE - ' - -- -G roZ,94 LF 1. 0% 15 in 67.03 LF1. 15i. 1.00% 15 / . MAINTAIN 18" MINIMUM LEARANCE 0 1 1 +uu 1 L +UUSTOLINE4 4 t TA: 10 +00 TO 12 +57.46 O 0 n vto '0 II J ^ u Q QX02 520 500 N z z g a t z W Q 0 O u- cc w J z z .O Z'oa u Lu • d 0 > •0 \0 N z Li. oc = all r o O Z?I.O ug=NOoZC4z0171T a (14 J -7 7 n }Omm f 00 I Z a- 0 O> w Z O W V a O W J W W 1 m um 0 Q O Vcez W a 0 Z a n W Oo V °C Q Z V PROJECT NO. 20050260 G. L. N0. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR r'RAINA X ROSADO Lic. No. 038196 08/07/07 jOIdAL ir HORIZ. SCALE 1" = 50' 50 25 0 50 100 10 05 0 120 VERT. SCALE 1 " = 10' 1 06126106 PER COUNTY COMMENTS 4 01124107 PER COUNTY COMMENTS 5 03102107 PER SERVICE AUTHORITY COMMENTS O 6 05 17 07 PER AlBEMARLE SERVICE AUTHORITY COMMENTS HURTQ_ PROFFITT SHEET NO. A C 3.1 LQ Z Lij Q- + + O 2 N p O N pO 00 Q (s m 52C 50C DATUM ELEV 480.00 10 +C00 11 +00 12 +00 O o cco rn u II F 20 LL 2Z O Lu U •• z2z EXISTING GRADE PROPOSED GRADE MA/ TA /N SEP RA 7/ON 11 IF ffs gym 0) 00 O O LO n 10 +00 11+00 SANITARY SEWER 0 STA: 10 +00 TO11 +88 h Qn II Q. 520 500 O cpNo hh0) 64 06 tf) 0) 0) d N Lu d N O rnA •V II cn rn . II II II Od' II II 2Zp + 2j ` Q h II ti U0222 022 , Q~02Z aoLn in ui W rn W EXISTIN UHAUL PROPOSED _ - -- - - - - - -- ----- - - - - -- ADE - ' - -- -G roZ,94 LF 1. 0% 15 in 67.03 LF1. 15i. 1.00% 15 / . MAINTAIN 18" MINIMUM LEARANCE 0 1 1 +uu 1 L +UUSTOLINE4 4 t TA: 10 +00 TO 12 +57.46 O 0 n vto '0 II J ^ u Q QX02 520 500 N z z g a t z W Q 0 O u- cc w J z z .O Z'oa u Lu • d 0 > •0 \0 N z Li. oc = all r o O Z?I.O ug=NOoZC4z0171T a (14 J -7 7 n }Omm f 00 I Z a- 0 O> w Z O W V a O W J W W 1 m um 0 Q O Vcez W a 0 Z a n W Oo V °C Q Z V PROJECT NO. 20050260 G. L. N0. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR r'RAINA X ROSADO Lic. No. 038196 08/07/07 jOIdAL ir HORIZ. SCALE 1" = 50' 50 25 0 50 100 10 05 0 120 VERT. SCALE 1 " = 10' 1 06126106 PER COUNTY COMMENTS 4 01124107 PER COUNTY COMMENTS 5 03102107 PER SERVICE AUTHORITY COMMENTS O 6 05 17 07 PER AlBEMARLE SERVICE AUTHORITY COMMENTS HURTQ_ PROFFITT SHEET NO. A C 3.1 LQ Z Lij Q- + + O 2 N p O N pO 00 Q (s m 52C 50C DATUM ELEV 480.00 10 +C00 11 +00 12 +00 10 +00 11+00 SANITARY SEWER 0 STA: 10 +00 TO11 +88 h Qn II Q. 520 500 O cpNo hh0) 64 06 tf) 0) 0) d N Lu d N O rnA •V II cn rn . II II II Od' II II 2Zp + 2j ` Q h II ti U0222 022 , Q~02Z aoLn in ui W rn W EXISTIN UHAUL PROPOSED _ - -- - - - - - -- ----- - - - - -- ADE - ' - -- -G roZ,94 LF 1. 0% 15 in 67.03 LF1. 15i. 1.00% 15 / . MAINTAIN 18" MINIMUM LEARANCE 0 1 1 +uu 1 L +UUSTOLINE4 4 t TA: 10 +00 TO 12 +57.46 O 0 n vto '0 II J ^ u Q QX02 520 500 N z z g a t z W Q 0 O u- cc w J z z .O Z'oa u Lu • d 0 > •0 \0 N z Li. oc = all r o O Z?I.O ug=NOoZC4z0171T a (14 J -7 7 n }Omm f 00 I Z a- 0 O> w Z O W V a O W J W W 1 m um 0 Q O Vcez W a 0 Z a n W Oo V °C Q Z V PROJECT NO. 20050260 G. L. N0. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR r'RAINA X ROSADO Lic. No. 038196 08/07/07 jOIdAL ir HORIZ. SCALE 1" = 50' 50 25 0 50 100 10 05 0 120 VERT. SCALE 1 " = 10' 1 06126106 PER COUNTY COMMENTS 4 01124107 PER COUNTY COMMENTS 5 03102107 PER SERVICE AUTHORITY COMMENTS O 6 05 17 07 PER AlBEMARLE SERVICE AUTHORITY COMMENTS HURTQ_ PROFFITT SHEET NO. A C 3.1 LQ Z Lij Q- + + O 2 N p O N pO 00 Q (s m 52C 50C DATUM ELEV 480.00 10 +C00 11 +00 12 +00 1 1 +uu 1 L +UUSTOLINE4 4 t TA: 10 +00 TO 12 +57.46 O 0 n vto '0 II J ^ u Q QX02 520 500 N z z g a t z W Q 0 O u- cc w J z z .O Z'oa u Lu • d 0 > •0 \0 N z Li. oc = all r o O Z?I.O ug=NOoZC4z0171T a (14 J -7 7 n }Omm f 00 I Z a- 0 O> w Z O W V a O W J W W 1 m um 0 Q O Vcez W a 0 Z a n W Oo V °C Q Z V PROJECT NO. 20050260 G. L. N0. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR r'RAINA X ROSADO Lic. No. 038196 08/07/07 jOIdAL ir HORIZ. SCALE 1" = 50' 50 25 0 50 100 10 05 0 120 VERT. SCALE 1 " = 10' 1 06126106 PER COUNTY COMMENTS 4 01124107 PER COUNTY COMMENTS 5 03102107 PER SERVICE AUTHORITY COMMENTS O 6 05 17 07 PER AlBEMARLE SERVICE AUTHORITY COMMENTS HURTQ_ PROFFITT SHEET NO. A C 3.1 LQ Z Lij Q- + + O 2 N p O N pO 00 Q (s m 52C 50C DATUM ELEV 480.00 10 +C00 11 +00 12 +00 HURTQ_ PROFFITT SHEET NO. A C 3.1 LQ Z Lij Q- + + O 2 N p O N pO 00 Q (s m 52C 50C DATUM ELEV 480.00 10 +C00 11 +00 12 +00 52C 50C DATUM ELEV 480.00 10 +C00 11 +00 12 +00 Y AETINGUGHTXIS PUBLIC VEHICULAR ACCESS POLE TO REMAIN SF11gld SILT FENCE WITH E SUPPORT ASILT FENCE WI TH IMRE - SUPPORT tir i PF IN CONC.t a y A , \ SIC '` r I P F IN r' Cp _. ' CONC. Qi R j r. 1, `c .. r C? ° t .. , w i r . 7` ;. \ SF XXQ TN I ST( HR w \ JI I r,' _D _.- sir____ __ > -._ FJTI r: , ..:.t 5.. , 16 4 q3x C.) ; F. ELEV.- 507.8'! N 1 C I T BLU r, FiLUa;. FULL f 1 {. ? iK20.0' ' BC O — —7 , IP e O.3.2'J50_'147 TBC 4? 6 !! y> ONC. IDS FOR ° > . 'i, cc+ 'i: i_OG, U.,;4/ EXISTING lrf :a clo UNGERGOUND .. . • . .. 06 #r r j I 1 r ', ( P // ' WATER METER l , GAS TANKS- C14 F ELF PER PLANS 7.i 1 JJJ(((`){ +p ' dlJ 1 _ r == 77=7 4P _ UNAu r - IPE 1 OET RMI NE METERS DESifNAfi4 "" c h ff t f COVERED Ah. _ - _ __. — - - ^i.3 SFv. GAS PUMf'" 1 ROPOSED GAS LINE 9917 E rte, W IPF IN c'' SF j 1 SF x 7, t IP rSF - — SIL T FENCE LIMITS OF CONSTRUC77ON GFROUP 2 DRUMS_x, SUPPORT ' ' • POST SIGN TO READ: "ENTRANCE SIL T FENCE'CLOSED — ALL BANK ACCESS IS WTH W/R£, Q I i RTF . 'OFF RIO ROAD ENTRANCE." SUPPORT 5 sa (VARIABLE WIDTH R /W) GRADING NOTES Q1A51. TOTAL DISTURBED AREA DURING THIS PHASE = 0.00 AC. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIFICA 77ONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR' MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURA77ON OF THE PROJECT. ALL EROS /ON CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE 774A T ALL ARE PReOPERL Y IN PLACE AND FUNC770NING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOF7- AS A MINIMUM AND AT THE END OF EACH WORKING DAY. 4. ALL DISTURBED AREAS TO RECEIVE 1EMPORAR)Y SEEDING, PERMANENT SEEDING AND MULCH. 5. CONTRACTOR IS TO FURNISH 774E NAME OF THIEIR VIRGINIA CER77FIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. 6. CONTRACTOR TO TEMPORARY SEED & MULCH FALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLA770N. 7 CONTRACTOR TO BE RESPONSIBLE FOR RER0U7TING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF DISTURBED AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANW AND ALL ADDIT70NAL E &S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCA77NG E &S MEASURES AS DEEMED NECESSARY BY ALBEMARLE COUNTY OR LATEST ED177ON OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 9. CONTRACTOR SHALL REMOVE TEMPORARY EROSION MEASURES UPON SUBSTAN77AL STABIL /ZA77ON OF 774E SITE CONTRACTOR SHALL COORD /NA 7E WITH THE OWNER AND ALBEMARLE COUNTY INSPEC77ONS PR /OR TO REMOVAL OF 77HE EROSION CONTROL DEVICES. 10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEAVING 774E SITE 774E CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHATEVER MEASIURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BOROER/NG PROPERTY OWNERS AND T ur OWNER FOR ALL DAMAGES DUE TO SOURCE OF TITLE: (TM# 61 -122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE: (TM# 61 -122A) THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE TEMPORARY CONSTRUCTION ENTRANCE A SF SILT FENCE WITH WIRE SUPPORT IP INLET PR07EC71ON 0 z z z a t z p W 0 W O l7 Z z . O z uj `,' 0ocQP. u-W LL a O > \o .o i. z um oG 0oc.mot. °o LY O V = N 00 0o ca I Z N Z O Un - O m m N 0000 -1 aWO Z O > z a OAV V a W Z O Q W W D IX O Z V Z lie J O I '. z W a O J V Z W O p O Q W V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR Lic. No. 038196 08/07/07 ti."jONAL HURTO OIPROFFITT DUST. 20 10 0 20 40 GRAPHIC SCALE IN FEET 1 061261061 PER COUNTY COMMENTS 2 121011061 PER COUNTY COMMENTS 5 5 03102107 PER VOOT COMMENTS SHEET N0. C490 Auq 06, 2007 - 6:30pm V: \LondProjects \20050260 \dwq \Site- R21.dwq PUBLIC VEHICULAR ACCESS m TH WIRE SUPPORT SIL T FENCE WI TH WIRE Q SUPPORT A - co C-9 \PTV .. G 1;1 SOURCE OF TITLE: (TM# 61 -122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE: (TM# 61 -122A) THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. s EXISTING LIGHT POLE TO REMAIN EXIS77NG. LIGHT POLE TO BE .REMOVED 16 WIN r rurrc n nnicani.i.TrnAi LIMITS OF CONSTRUCTION ANY ADJUSWEUTMENTS TO THE LOCATION OF THE pr- SEM I N 0i.._ F- `' ;``,'" ,CULVERT INLET PROTECTION POST SIGN TO RFAD: "ENTRANCE CLOSED – ALL BANK ACCESS IS SILT,FENCE WITH ',WIRE U. S. P TL '':-a '. AND EXCAVA77ON SHALL BE OFF RIO ROAD TRANCE."EN'COORDINATED WrATH THE, VARIABLE WIDTH R /W)ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL z. INSPECTOR. ,, VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE TEMPORARY CONSTRUCTION ENTRANCE SF SILT FENCE WITH WIRE SUPPORT IP INLET PR07EC77ON DD TEMPORARY DIVERSION DIKE TS TEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING GRADING NOTES Q 1. TOTAL DISTURBED AREA DURING PHASE 2 CONS7RUC77ON = 0.80 AC. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIFICATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURA77ON OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE 774A ALL ARE PROPERLY IN PLACE AND FUNC770NING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOFF AS .A MINIMUM AND AT THE END OF EACH WORKING DAY. 4. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. 5. ALL FILL IN BUILDING AREA TO COMPACTED TO 95X STANDARD PROCTOR. ALL FILL IN PARKING AREAS TO BE COMPACTED TO 90X STANDARD PROCTOR, PLACED IN 8" LOOSE LIFTS ALL 07HER FILL MATERIAL TO BE COMPACTED TO 907 STANDARD PROCTOR. 6. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPAC77NG FILL MATERIAL. Z CONTRACTOR IS TO FURNISH THE NAME OF 774EIR VIRGINIA CER77FIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. 8. CONTRACTOR TO TEMPORARY SEED & MULCH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLATION. 9. CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF DISTURBED AREAS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDIT70NAL E &S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCA77NG E &S MEASURES AS DEEMED NECESSARY BY ALBEMARLE COUNTY OR LATEST ED177ON OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 11. CONTRACTOR SHALL REMOVE TEMPORARY EROSION MEASURES UPON SUBSTAN77AL STABILIZA77ON OF THE SITE. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE COUNTY INSPEC77ONS PRIOR TO REMOVAL OF 774E EROSION CONTROL DEVICES. 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEAVING THE SITE THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHA TEVER MEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSA TE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAMAGES DUE TO DUST. I PHASE 2 LIMI TS OF A WORK ZONE 0 z E z g a c z W W W a O 0 DG w Lnit J z uj C-4 o a zx > O D YJ O O = N 00 00 ca r4 K Z t V z 0 -' -7 a _ N J 0 -1 LZ40: N Qa-W O Z C' Q l 0 w Z Z a o V C' a W lw o a W W cG m O w Vz Q Z _ J O a 99 D z W Z a J O J V a Z W o _0 O V oc a W V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR RAINA A. ROSADO Lic. No. 038196 08/07/07 jONAL HURT PROFFITT 20 10 0 20 40 GRAPHIC SCALE IN FEET 1 061261061 PER COUNTY COMMENTS SHEET 740. 2 12101 06 1 PER COUNTY COMMENTS C4. 5 03102107 PER COUNTY COMMENTS Auq 06, 2007 - 6: 30pm V: \LandPro jects \20050260 \dwq \Site_R21.dwq PHASE 2 LIMI TS OF A WORK ZONE 0 z E z g a c z W W W a O 0 DG w Lnit J z uj C-4 o a zx > O D YJ O O = N 00 00 ca r4 K Z t V z 0 -' -7 a _ N J 0 -1 L Z40: N Qa-W O Z C' Q l 0 w Z Z a o V C' a W lw o a W W cG m O w Vz Q Z _ J O a 99 D z W Z a J O J V a Z W o _0 O V oc a W V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR RAINA A. ROSADO Lic. No. 038196 08/07/07 jONAL HURT PROFFITT 20 10 0 20 40 GRAPHIC SCALE IN FEET 1 061261061 PER COUNTY COMMENTS SHEET 740. 2 12101 06 1 PER COUNTY COMMENTS C4. 5 03102107 PER COUNTY COMMENTS Auq 06, 2007 - 6: 30pm V: \LandPro jects \20050260 \dwq \Site_R21.dwq to z z z a 0 z p W OC W Q LOLi-UN J Zz .O z` W L` a O > - .o .0 r. Lil O 0 = N 00 004c .r U z cVz044Ln >_ O rn rvn fV J 00 4 -4 i ! OrJ j y I PHASE 3 3 Ir. h.;.s ,..- . _ W ZWORKZONE a rK A 4 , iF w t ;T L h I .. j.. I_., , I'tz G a LV z m r. a o S (D a W Z a_ I I I 1 ry. r, A1VI m 4 I pry C Wi ' FF = 502.00 FF = 502.00 = YY - FF 502.00 I IP -1rc:1 ; T ?r.' - = J m QONCPROPOSEDIIIDDx ,14 _ um w IP I FF _ 5112.00 O THIS AREA TO REMAIN14SFBUINGLI RETAIL = 10, 42 SF, I I UNDISTURBED DURING THIS Z 0 RESTAURANT - 4,238 SF) — — — - / IP PHASE OF CONSTRUCTION V r FF = 502.00 - - PHASE 3 IP L/MI TS OF O S METERS 1 lidWORKZONE I1p SF J _ R OSED SFCIP - r- — TS UPS - -- ; MU ___ 0 IPF IN T J 4 f _ w M AL r _ 4 y a _ Z LIMITS OF CONSTRUCTIONSILTFENCE '- _ IM TH WIRE PUBLIC VEHICULAR ACCESS CULVERT INLET PR07ECT70N SUPPORT CONTRACTOR TO MAINTAIN SHALL REMAIN UNTIL THE l N1 ALE T AI L TWO -WAY TRAFFIC AT ALL TIMCS. CONS7RUC770N OF THE FINAL `, SILT FENCE PROJECT N0. 20050260 PORWN OF THE STORM LINE WITH WPE i 2 { .1_..) 1 AND APPROVAL FROM THE SUPPORT' G. N0. 151- 15 -D4.7 VARIABLE WIDTH R /W) ` EROSION CONTROL INSPECTOR. FI NO. G -11410 Q w u: DA 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR SOURCE OF TITLE: (TM# 61 -122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE: (TM# 61 -122A) THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE TEMPORARY CONSTRUCTION ENTRANCE SF SILT FENCE IP INLET PR07EC71ON DD TEMPORARY DIVERSION DIKE TS TEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING GRADING NOTES Q1 1. TOTAL DISTURBED AREA DURING PHASE 3 CONSTRUCT /ON = 1.72 AC. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SMALL BE PER THE STANDARDS AND SPECIFICA77ONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNC770NING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOFF AIS A MINIMUM AND AT THE END OF EACH WORKING DAY. 4. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. 5. ALL FILL IN BUILDING AREA TO COMPACTED TO 955% STANDARD PROCTOR. ALL FILL IN PARKING AREAS TO BE COMPACTED TO 90.E STANDARD PROCTOR, PLACED IN 8" LOOSE LIFTS. ALL OTHER FILL MATERIAL TO BE COMPAC71ED TO 90% STANDARD PROCTOR. 6. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPAC77NG FILL MATERIAL. Z CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CER77FIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. 8. CONTRACTOR TO TEMPORARY SEED & MULCH ALL TEMPORARY EROSION, MEASURES FOLLOWING INSTALLATION. 9. CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF DISTURBED AREAS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADD177ONAL E &S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCA77NG E &S MEASURES AS DEEMED NECESSARY BY ALBEMARLE COUNTY OR LATEST E10177ON OF 774E VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 11. CONTRACTOR SHALL REMOVE TEMPORARY EROS/ONI MEASURES UPON SUBSTAN77AL STABILIZA71ON OF 77-IE SITE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE COUNTY INSPECT70NS PRIOR TO REMOVAL OF 77-1E EROSION CONTROL DEVICES. 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEAVING THE SITE THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHATEVER MEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAMAGES DUE TO DUST. RAINA A. ROSADO Lic. No. 038196 08/07/07 HURT PROFFITT 20 10 0 20 - 40 GRAPHIC SCALE IN FEET SHEET N0. 1 06126106 PER COUNTY COMMENTS 2 12101106 PER COUNTY COMMENTS C4.2 5 . 03102107 PER COUNTY COMMENTS q 06, 2007 — 6: 30pm V: \LandPro jects \20050260 \dwq \Site_R21.dwq EXIS77NG LIGHT ki POLE TO REMAIN EXISTING LIGHT POLE A pR i7 TO BE REMOVED Br. LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION J TC 509.45 TO to J 508.21 T(C LO 4 8 f FL 508.95 FL 508.20 TC - _ 507.71. FL 07.70 FL SILT FENCE 505.50 TC L WI 774 WIRE 508.65 TO 507.21 TC SUPPORT 508.15 FL 5OZ20 TC 506.71 FL 506.70 FL 5 4.9 TO L 506. - 505.68 TC X 505 0 TC 507.90 TC 505.85 FL'5 .'9 507.40 FL 506.16 TC - I 505.18 FL 'M 505.66 FL 504.60 FL o . o - 504.9 f TC 507. TC: ;Li ' 507. F 505.96 TC : 1" 505.25 TC V 5OZ50 TC 505.46 FL • _ 504.75 507. 7 TO 507.00 FL 506.17 FL J 504.54 TO \, _ +.c... '' • - 504.14 FL 5- 503.92 TC 505.70 TC y 1 50495 505.20 FL503.42 FL 502.80 TO 503. 52 TC 504.45 FL 502.30 F 5-3 5 4.02 'TC 503.02 FL 5 3.52 FL 503.70 TC `, 0303.20 FL 502.50 TC Gb 500.70 P =LP 502.00 FL J 50 1. r7 __TC •_ I 1.65 TC _ 150Q. - 67 FL 501.20 =HP 501.30 P =HP 5 .15 FL r ... ( Y) ,` w 501.20 TC -LP 502.13 TC «.: 502.50 TC-LP rs Q'\ -500.70 FL =LP 501.63 F 501.20 FL =HP 502.00 FL =LP` O p 501.38 TO 501.90 TO 82 TC501 502.00 TC =HP 500.88 FL 501.86 TC 2 FL 501.50 502.60 TC -G 'l3f 1 ;J 1. 501.92 TG L - HP - . - 502.10 FL a I n L -, 592.92 TC501.42 FL r __ __. _._,, -- _.______ ...._ .__. .Kj 3o G 50218TC =FL 500.75 TC =LP 4 501. 8 P 50 .98 P L501 98 P 501.98 P 501.98 P 500.25 FL =L .36 TC= FL 501.40 P= 503.00 TC }1.8 I I I I© 501.75 P= W 502.50 FL I Y d T = L T 503.50 TC= TW502.40 501.13 TC 502 00 8I _ A501.40 P =W 501.90 TC00.63 FL -A FF = 502.00 I FF = 502.00 I FF = 502.00 I 501.40 FL 502 9 - r 501.98 P / 51014 E3 C,ONL'. '/ 502 r ao- 5001.85 TC PROPOSED 52 i 502 5 L 14,765 SF BOIL lNG 502501.50 G =LP I 4 ` 001.35 FL 502.00 TC - fFF _ .00 i1' 501.50 FL TC I IRETAIL = 10, 9142 SF; / RESTAURANT - 4 SF ) - - -' =.,; 501.189 TC = LP 502.15 TC= TW t 501.98 P FF = 502.00 500 '1 501.338 F I,oo a 501.82 P - - R 3 501-62 TCO1. G= - - r 500).12 FL S METERS I I 500.85 TC 502.60 TC 501.55 'TC ` 500.35 f1501.98 P r 501.98 P 501.98 P501.98 P 500.82 TC ` P 501.60 TO 502.60 TC ' 501.98 - 500.32 FL5 - ' 501.98 P , - 501.5 R SED Gr Kj 501501.82 P -8 _ 500.76 G 500.00 G 500. 5 TO I 4 r or t , LIMITS OF CONSTRUCTION SILT FENCE S1L T FENCE rt _ WI TH WIRE © KITH WIRE -- SUPPORT SUPPORT SILT FENCEcE4917.90 P1 't_ 6 . i now WITH W/REA.in' P CK I, , `._ ,. SUPPORT c? (VARIABLE WIDTH R /W) SOURCE OF TITLE: (TM# 61 -122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE: (TM# 61 -122A) THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE TEMPORARY CONSTRUCTION ENTRANCE SF SILT FENCE IP INLET PR07EC77ON D D TEMPORARY DIVERSION DIKE TS TEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING w z z z a 0 c z o W W Q a r" w L LZ 4. J z N Qz O Z p a * W a o o a z L6 W z 'l r.o uj O O -rfv N 00 00is Z Nz0ltla _ N J 0000 In In ZI Qa- O Z ce. >w Zzam Q 0 V d. a W O Q z r1 W W Q Im m 0 Q w 0 V Z he a Z W a mi J u a W 00 V aa = V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR GRADING NO1ES A1 LTH p1. TOTAL DISTURBED AREA DURING CONSTRUCT /ON = 211 AC. yf 2 ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIFICAT70NS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. TC= TOP OF CURB {J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURA77ON OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE FL= FLOW LINE t A aCHECKEDDAILYTOENSURETHATALLAREPROPERLYINPLACEANDFUNCTIONINGASPLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, P= PA VEMENT N ROSADO AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MINIMUM AND AT THE END OF EACH WORKING DAY. W= WALK Lic. No. 0381964. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. G= GROUND 08/07/07 5. ALL FILL IN BUILDING AREA TO COMPACTED TO 95.E STANDARD PROCTOR. ALL FILL IN PARKING AREAS TO BE COMPACTED TO 90.E STANDARD PROCTOR, PLACED IN 8" LOOSE P= W PAVEMENT = WALKLIFTS. ALL OTHER FILL MATERIAL TO BE COMPACTED TO 901wo STANDARD PROCTOR. HP= HIGH PO /NT ti6. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPAC77NG FILL MATERIAL. LP= LOW POINT jONAL Z CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CER77FIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. G =LP GROUND = LOW POINT8. CONTRACTOR TO TEMPORARY SEED & MULCH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLATION. 9. CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF DISTURBED AREAS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDIT70NAL E &S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCA77NG E &S MEASURES AS DEEMED HURT NECESSARY BY ALBEMARLE COUNTY OR LATEST ED1 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 20 10 0 20 4 PROFFITT11. CONTRACTOR SHALL REMOVE TEMPORARY EROS /ON MEASURES UPON SUBSTAN77AL STABILIZA77ON OF 774E SITE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE COUNTY INSPECTIONS PRIOR TO REMOVAL OF THE EROSION CONTROL DEVICES, 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEAVING THE SITE. THE CONTRACTOR SHALL GRAPHIC SCALE IN FEET BE RESPONSIBLE FOR TAKING WHATEVER MEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BORDERING PROPERTY OWNERS AND 77-IE OWNER FOR ALL DAMAGES DUE TO 1 06126106 PER COUNTY COMMENTS SHEET N 0.DUST. 2 12101106 PER COUNTY COMMENTS 5 03 02 07 PER COUNTY COMMENTS C4.3 7 07 03 07 PER OWNER COMMENTS Auq 06, 2007 - 6: 30pm V: \LandPro jects \20050260 \dwq \Site_R21.dwq SURFACE COURSE PER PLAN 5" 12" (TYP.) SLOPE: 1/4": 12" 98 b- A- IrK.I 6" STONE BASE Pp$5. 2" MIN. 6x6 "x6" WF 6x6 W2.9 x W2.9 BASE STONE: 6" VDOT #21A SURFACE COURSE: 5" CLASS 3000 psi CONCRETE SIDEWALK TO BE POURED MONOLITHICALLY WITH A WOOD FLOAT FINISH. CONSTRUCTION JOINTS @ 6' INTERVALS, EXPANSION JOINTS ® 30' INTERVALS FILLED W/ PRE - MOLDED 5 /8" JOINT FILLER. SURFACE COURSE BASE COURSE D D° o G Do Do Do Do DoDoCJo Do cv 0 o D °0 0 % o 0 o Dv STONE BASE ° ° ° D O I I 1 1 1 1 11- COMPACTED SUBGRADE SURFACE COURSE: 2" V.D.O.T. TYPE SM -9.5D TACK COAT: CRS -1 © 0.05 GALLONS PER SQ. YD. BASE COURSE: 4" V.D.O.T. TYPE BM -25.0 STONE BASE: 6" V.D.O.T. TYPE 1, SIZE 21B NOTE: APPLICATION OF TACK AT JOINTS, ADJACENT TO CURBS, GUTTERS OR OTHER APPURTENANCES SHALL BE APPLIED BY HAND WAND AT THE RATE OF 0.2 GAL. /SQ. YD. NOTE: ACTUAL PAVING SECTIONS TO BE BASED ON CBR RESULTS. HEAVY DUTY PAVEMENT SECTION SIDEWALK /CURB RAMP TYPE 3 N.T.S. 1 CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN EXISTING GUTTER AND PROPOSED RAMP. CONTRACTOR SHALL SAWCUT THE CURB AND LEAVE EXISTING GUTTER REMAINING. SIDEWALK /C y 1:1 SIDEWALK f CURB RAMP TYPE 2 N.T.S. 2R a o o a a OaaaO 11, i a 11:12 AF t 1. ALL SIGNS SHOWN SHALL CONFORM TO THE A.D.A. SPECIFICATIONS. co 2. ALL SIGNS SHOWN SHALL - BE REFLECTORIZED TO T SHOW THE SAME COLOR BY NIGHT AS BY DAY. 3. ALL SIGNS SHALL BE SECURELY MOUNTED ON i Y RB RAMP TYPE 1 N.T.S. 3 HANDICAP RAMP DETAIL NOTE.• 1.. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12: 1. Z CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS. CROSS RAMP SHALL HAVE A 7RUNCA TED DOME PATTERN MEE77NG 774E CURRENT AMERICAN WITH DISBIL177ES ACT ACCESSIBILITY GUIDELINES (ADAAG). 774E TRUNCATED DOME PATTERN SHALL EXTEND 774E FULL WIDTH OF 774E CROSS RAMP BY 2' IN LENGTH IN THE DIREC77ON OF PEDESTRIAN 7RA VEL. 774E TRUNCA 7ED DOME SURFACE SHALL BE 77LE AND RED IN COLOR TO PRODUCE A 7OX CONTRAST WITH SURROUNDING CONCRETE SURFACES. CONTRA TOR TO SUBMIT SAMPLE 77LE FOR APPROVAL. STONE COMBINATION 1.0' 1.5' 4. INSTALL QUANTITY AND AT LOCATIONS REQUIRED z BY CODE AND /OR AS INDICATED ON DRAWINGS. " CONFIRM ALL PVMICAP o SIGNAGE CODES. PARKING BY DISABLED PERMIT ONLY C 20 VAN ACCESSIBLE M 0.56') 2.0' COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS 'A3' CONCRETE AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED WITH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1/4" STEEL PLATES. FRONT CURB FORMS WITH 2" RADII SHALL BE REQUIRED. nom. .rw w . p w.....- ... . . 2" ALUMINUM SQUARE TUBE N.T.S. C' 1" 2" RADIUS 4 . 1 2 ":1' SLOPE - 12" a L -. o oo \p 6 AGGR. BASE, o TYPE I, N0. 21 OR 21A 24" COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS "A3" CONCRETE (AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED WITH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1/4" STEEL PLATES. FRONT CURB FORMS WITH 2" RADII SHALL BE REQUIRED. 24" CONC. CURB & GUTTER DRIVE POST A MIN. OF 30" INTO GROUND FLOW ABOVE GROUND HANDICAP PARKING SIGN ACCESSIBLE ROUTE N.T.S. GROOVE a a 4" LESS THAN 1, SHALL BE VAN ACCESSIBLE AND t SHALL HAVE PROPER SIGNAGE NOTING "VAN IN 6" COMPACTED ACCESSIBLE ". 21A AGGREGATE 4. HANDICAP AND VAN ACCESSIBLE PARKING SPACESd COMPACTED EARTH SHALL HAVE PROPER SIGNAGE AS PER LOCAL CODE AND A.D.A. REQUIREMENTS. CONSTRUCTION JOINT 5. HANDICAP SPACES SHALL COMPLY WITH LOCAL SIDEWALK AND CURB TO BE POURED MONOLITHICALLY OF CODES AND A.D.A. REQUIREMENTS. ONE COURSE CLASS "A3" CONCRETE (AE) WITH A WOOD FLOAT FINISH. CONSTRUCTION JOINTS AT 6' INTERVALS, EXPANSION JOINTS AT 30' INTERVALS FILLED WITH PRE - MOLDED 5/8" JOINT FILLER. MOUNTABLE SIDEWALK N.T.S. PROPOSED CURB A OUSTER PROPOSED HANDICAP 10 +21.20 MAXIMUM A.D. _ PENALTY z 500 A.D. _ -2.313 TOW -AWAY 6.399 ZONE C 20 VAN ACCESSIBLE M 0.56') 2.0' COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS 'A3' CONCRETE AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED WITH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1/4" STEEL PLATES. FRONT CURB FORMS WITH 2" RADII SHALL BE REQUIRED. nom. .rw w . p w.....- ... . . 2" ALUMINUM SQUARE TUBE N.T.S. C' 1" 2" RADIUS 4 . 1 2 ":1' SLOPE - 12" a L -. o oo \p 6 AGGR. BASE, o TYPE I, N0. 21 OR 21A 24" COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS "A3" CONCRETE (AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED WITH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1/4" STEEL PLATES. FRONT CURB FORMS WITH 2" RADII SHALL BE REQUIRED. 24" CONC. CURB & GUTTER DRIVE POST A MIN. OF 30" INTO GROUND FLOW ABOVE GROUND HANDICAP PARKING SIGN ACCESSIBLE ROUTE N.T.S. GROOVE a a 4" LESS THAN 1, SHALL BE VAN ACCESSIBLE AND t SHALL HAVE PROPER SIGNAGE NOTING "VAN IN 6" COMPACTED ACCESSIBLE ". 21A AGGREGATE 4. HANDICAP AND VAN ACCESSIBLE PARKING SPACESd COMPACTED EARTH SHALL HAVE PROPER SIGNAGE AS PER LOCAL CODE AND A.D.A. REQUIREMENTS. CONSTRUCTION JOINT 5. HANDICAP SPACES SHALL COMPLY WITH LOCAL SIDEWALK AND CURB TO BE POURED MONOLITHICALLY OF CODES AND A.D.A. REQUIREMENTS. ONE COURSE CLASS "A3" CONCRETE (AE) WITH A WOOD FLOAT FINISH. CONSTRUCTION JOINTS AT 6' INTERVALS, EXPANSION JOINTS AT 30' INTERVALS FILLED WITH PRE - MOLDED 5/8" JOINT FILLER. MOUNTABLE SIDEWALK N.T.S. PROPOSED CURB A OUSTER PROPOSED HANDICAP 1 "R 6 WIDTH PER PLAN EXCEEDING 2% IN ANY DIRECTION. ASPHALT PAVEMENT SLOPE PER PLAN 3. 1 OUT OF EVERY 8 HANDICAP SPACES, BUT NOT PROPOSED WHITE THERMOPLAST PEDESTRIAN CROSSING STRIPING ASPHALT AREA BETWEEN STRIPING TO BE STAMPED WITH BRICK PAT rEffi AND C0A7ED WITH CONTRASTING COLOR TITLE: STAMPED ASPHALT REVISIONS 0 STONE CHECK DAM EXCAVATED AREA FOR CIP N.T.S. 10 +21.2010 +46.62 A.D. _ Q z Q A.D. _ -2.313 0_ U) 6.399 0- 500 J UZLd ' ES S2 I SURFACE COURSE V K 0 a- z O_ Q U U Y PRIME COAT z,U Q_ STONE BASE I--- a_ 10 D' VC oQ) +o +oo w o, 8' K = 1.567 SURFACE COURSE: 1.5" V.D.O.T. TYPE SM -9.5A lC) 5'TYP. OR PRIME COAT. CRS -1 0 0.05 GALLONS PER SQ. YD.8 ' MIN. OR AS 8'IF VANN BASE STONE: 8" V.D.O.T. TYPE 1 SIZE 21B REQUIRED BY LOCAL ACCESSIBLE NOTE:CODE WW 0 APPLICATION OF TACK AT JOINTS, ADJACENT TO I= SINGLE SPACECURBS, GUTTERS OR OTHER APPURTENANCES u SHALL BE APPLIED BY HAND WAND AT THE RATE 485.00 OF 0.2 GAL. /SQ.YD. lie REQUIRED i HANDICAP PARKING DETAILNOTE: ACTUAL PAVING SECTIONS TO t` W BE BASED ON CBR RESULTS. Q) N.T.S. STANDARD DUTY PAVING SECTION NOTES: W N.T.S.1 . TWO ADJACENT HANDICAP SPACES MAY SHARE O THE SAME PARKING ACCESS ISLE. 2. HANDICAP PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT V PROJECT NO.20050260 1 "R 6 WIDTH PER PLAN EXCEEDING 2% IN ANY DIRECTION. ASPHALT PAVEMENT SLOPE PER PLAN 3. 1 OUT OF EVERY 8 HANDICAP SPACES, BUT NOT PROPOSED WHITE THERMOPLAST PEDESTRIAN CROSSING STRIPING ASPHALT AREA BETWEEN STRIPING TO BE STAMPED WITH BRICK PAT rEffi AND C0A7ED WITH CONTRASTING COLOR TITLE: STAMPED ASPHALT REVISIONS 0 STONE CHECK DAM EXCAVATED AREA FOR CIP N.T.S. ENTRANCE PROFILE FOR SEMINOLE TRAIL 2.5' III VDOT #3, #3557, #5, #56 OR \\ -CLASS I RIPRAP57COARSENAGGREGATETOREPLACE SILT FENCE INII "HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED. SOURCE: ADAPIM from VDOIT Standard Sheets and Va. DSWC PLATE. 3.08 -1 CULVERT INLET PROTECTION N.T.S. 1.0' EXCA VA TED AREA 2, X \ 9'L X' 6'W X 2.5D APPROX. 5 CY) , UNDISTURBED SOIL PW STA =10 +21.20PWSTA10 +46.62 A.D. _4.000 PW ELEV = 508.40PWELEV = 497.83 2.500 A.D. _ -2.313A.D.6.399 LOW POINT ELEV = 49Z 16 500 K =3.126 LOW POINT STA = 10 +27.48 NO N MNIMUM 165IE SlM'NIMl1M Ib /yd PW A = 10+29.07 w DATUM ELEV 20.0' VC' PVT ELEV = 497.09 495.00 10 D' VC A. D. = 6.383 oQ) +o +oo w o, o_ K = 1.567 V.- W S: lC) O Q. W W 10 +00 mil a Q 500 60s W W o0 WW 0 I= W u DATUM ELEV 485.00 lie REQUIRED i t` W m Q) 10 +00 ENTRANCE PROFILE FOR SEMINOLE TRAIL 2.5' III VDOT #3, #3557, #5, #56 OR \\ -CLASS I RIPRAP57COARSENAGGREGATETOREPLACE SILT FENCE INII "HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED. SOURCE: ADAPIM from VDOIT Standard Sheets and Va. DSWC PLATE. 3.08 -1 CULVERT INLET PROTECTION N.T.S. 1.0' EXCA VA TED AREA 2, X \ 9'L X' 6'W X 2.5D APPROX. 5 CY) , UNDISTURBED SOIL PW STA =10 +21.20 PW ELEV 509.90 PVT STA = 10 +46.20 A.D. _4.000 PW ELEV = 508.40 K =2.500 A.D. _ -2.313 10.0'VC K = 4.323 500 PROPOSEO ASPHAI -1 10.0' VC PROPOSED ASPHALT M { NO N MNIMUM 165IE SlM'NIMl1M Ib /yd COUI25L w DATUM ELEV I- Od 495.00 ad h^ q oQ) +o +oo w o, o_ W V.- W S: lC) O Q. W W 10 +00 a 2.0; ENTRANCE PROFILE FOR RIO ROAD HANDICAP PARKING SIGN N.T.S. s1r*ccx A}IOAON sac r0 a As t .oM ftam ri cm. ; 0 PLOW VIEW SECTION C•C z z a C7 z W W W 0 LI V J Z UJ z IIIIIIIIo z Q C U_rx W d O> o o N. Z = o Lal O O = N 00 00u In N J 00 4 E 1 Lli PER COUNTY COMMENTS WP "LXISIING PAVLMLNI _EXISTING PAVEMF.N' O 5 03 02 07 PROPOSED PAVEMENT W OENINC PROPCSLU PAVLM_N I W.ULNING X 500 PROPOSEO ASPHAI -1 L)J PROPOSED ASPHALT M { O N MNIMUM 165IE SlM'NIMl1M Ib /yd COUI25L w DATUM ELEV I- 495.00 MINIMUM 169 b /yd' q rn o_ Q. o lC) O LC) 10 +00 a ENTRANCE PROFILE FOR RIO ROAD HANDICAP PARKING SIGN N.T.S. s1r*ccx A}IOAON sac r0 a As t .oM ftam ri cm. ; 0 PLOW VIEW SECTION C•C z z a C7 z W W W 0 LI V J Z UJ z IIIIIIIIo z Q C U_rx W d O> o o N. Z = o Lal O O = N 00 00u In N J 00 4 E C011111?RICT OW" wwaES MTM a rwe04aC CAJRMt 0.125 ALUMINUM PANEL BOLTED TO 2" SQUARE TUBE. NOTE: PROVIDE ADDITIONAL VAN ACCESSIBLE" SIGNAGE AT LOCATIONS REQUIRED BY CODE AND /OR AS INDICATED ON DRAWINGS. SAM 0 . w I E*Sltaa I, - - I SECTION A - A GU"LMIES FOR GRAIt)E CHANGE 0 T OifRArx TIOIIr oralix T anti "' Iii M10* tMIW HMOIk MIDI a' s s 5C3.. YTirb cc V F o ; 4AW [)t'VI;kNow0111101-10 Wow 1 9.3 • i 10 * w W4 - Tr45 5144 I" U Lin rho !00 wvao s s t • s )c 'I T+t # E amp tPi *10 L M OI iAilE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS Try AND COMMERCIAL ENTRANCES wol/i Wk ItE#Iki or fmaw"mrat 1 INSFRTr'',:?l_=: :il IFr.. T t ;1? i PER COUNTY COMMENTS WP "LXISIING PAVLMLNI _EXISTING PAVEMF.N' O 5 03 02 07 PROPOSED PAVEMENT W OENINC PROPCSLU PAVLM_N I W.ULNING w 07/03/07 PROPOSEO ASPHAI -1 M N12 PROPOSED ASPHALT M { O MNIMUM 165IE SlM'NIMl1M Ib /yd COUI25L w I-z MINIMUM 169 b /yd' V Q.W REMOVE ASPHALT TO FORM O a Q MATERIAL TO TOP OF W W o0 WW 0 I= W u Z Q lie REQUIRED i 4 W m J SUBCRADE W O O JOINT CETAIL PAVEMENT CONSTRUCTION JOINT DETAIL V C DRAWING NOT TO SCALE) ;DRAWING NOT TO SCALE) V PROJECT NO.20050260 G.L. NO.151- 15 -D4.7 FILE NO.G -11410 YIN.'OO'DATE:06/26/06 DRAWN BY:MJD /KLS SUBSURFACE DRAINAGE MAY BE RECLACD BY TINE ENCIN=ER CHECKED BY:RAR C011111?RICT OW" wwaES MTM a rwe04aC CAJRMt 0.125 ALUMINUM PANEL BOLTED TO 2" SQUARE TUBE. NOTE: PROVIDE ADDITIONAL VAN ACCESSIBLE" SIGNAGE AT LOCATIONS REQUIRED BY CODE AND /OR AS INDICATED ON DRAWINGS. SAM 0 . w I E*Sltaa I, - - I SECTION A - A GU"LMIES FOR GRAIt)E CHANGE 0 T OifRArx TIOIIr oralix T anti "' Iii M10* tMIW HMOIk MIDI a' s s 5C3.. YTirb cc V F o ; 4AW [)t'VI;kNow0111101-10 Wow1 9.3 • i 10 * w W4 - Tr45 5144 I" U Lin rho !00 wvao s s t • s )c 'I T+t # E amp tPi *10 L M OI iAilE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS Try AND COMMERCIAL ENTRANCES wol/i Wk ItE#Iki or fmaw"mrat RAINA A. ROSADO ! Lic. No. 038196 08/07/07 1t' ? IONAL HURTQ OIPROFFITT 111, 1 INSFRTr'',:?l_=: :il IFr.. T t ;1? i PER COUNTY COMMENTS WP "LXISIING PAVLMLNI _EXISTING PAVEMF.N' PER COUNTY COMMENTS 5 03 02 07 PROPOSED PAVEMENT W OENINC PROPCSLU PAVLM_N I W.ULNING 7 07/03/07 PROPOSEO ASPHAI -1 M N12 PROPOSED ASPHALT M { MNIMUM 165IESlM'NIMl1M Ib /yd COUI25L CONCRFTF SUR=ACF CCLRSF -.•iMINIMUM169b /yd' AND REMOVE ASPHALT TO FORM 3 'SAW CUT A MINMUM - - - -- / OF 2 INCHES AND REMOVE A DENCH JOINT MATERIAL TO TOP OF EXIS'ING PROPOSED AGGRLGATL. - XSTING PROPOSED ASPHALT 'ACK COAT PAVEMENT PAVEMENT LAYERS PAVEMENT PAVEMENT LAYERS REQUIRED ASPHALT TAI COAT REQUIRED i EXISTING PROPOSED EXISTING PROPOSED ACGRE..ATE AGGREGATE LAYER AGGREGATE. I AGGR =GATE LAYER SUBCRADE SUHGHA+ PAVEMENT CONSTRJCTION JOINT CETAIL PAVEMENT CONSTRUCTION JOINT DETAIL EXISTING _IAVEMENT OVER 6' IN DEPTH) (EXIST NG PAVEMENT LESS THAN 6'' IN DEPTH) DRAWING NOT TO SCALE) ;DRAWING NOT TO SCALE) END OVERLAY NOTES: YIN.'OO'1. WHEN THE PAVFMEN' DESIGN IS GRr AIFR IN 01- THAN IH1. ) M THE. FXTSIING PAVEM.N'', SUBSURFACE DRAINAGE MAY BE RECLACD BY TINE ENCIN=ER TAPERED END MUS' BE APPROVED SY 2 OVER-AP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETA.LS. EXSTNG ENGINEER 3, A PERPENDICULAR CONSTRUCTION .:0747 SHALL BE PROVIDE) AT ALL LOCATONS WHERE NEW PAVEMENT PAVEMENT ABUTS EXISTING PAVEMENT 4. THE ARFA OF PAVFW WIOFNINC SHAI. BF 1 "RFNCHFD TO THE SJ9GRADF AND COMIACTF) PER VD01 SPECIFICAI'.ONS. SEE CONSTRUCT ON JOINT DL I NL 5. SLRFACE OF WIDENING AREA SHALL BE F'LJSH WITH THE. SURFACE OF EXISTING PAVz-VENT PRIOR TO OVERLAY. 6. MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABL=E PA'V=MENTPAPAPAIVEMJNTCROSS -SLOPE AND PAVEMEN" DRAINAGE. 7. OVER. AY THE FNTRF SURF ACF AREA OF 7HF NFW AhO EXIST NG T'AVr'MF'N1 WITH A MNMLIM OF 165 NHS /SO YO Of ASPHAI I CONCR IF 10 A POINI AT FAST 100 it HFi ORf AND At 11R SEE CONSIRLK:IION THE LIMITS OF WIDENING, JOINT DETAIL 8, ERADCATE EX'STING PAVEMENT MARKINGS AND R_STRPE THE WORK ZONE AS REOJ' :REC TO ACHIEVE A UNFORM APPEARANCE AS DRECTEC BY THE ENGINEER. EXIS`ING_ii B. FINAL TRANSVERSE PAV °_VENT TIE-IN SHALL CONFORM TO THE REOJ'REMEN - S OF SECT ON 315. C5(L) OF PAVf MEN'THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE -IN LOCAf.ONS S-iALL BE TESTEC USING A - C FEET IAFLI?LD LND MUS'STRAGHTFOGF IN ACCORDANCF WITH THE RFOU1RFMFNT3 OF SFCTICN . 315.07(°) OF THE SPFCIFICAT.ONS. BE APPROVED BY THE VARIAIION FNOM THE fFSIING fY:F OF THE SIRA)GHIFUGF Hf IWEFN ANY IWO CONIACI PON15 ENGINEER WITH THE PAV -VENT SURFACE SMALL NOT CXCCCC 114". MIN. 1100'1C. PAVEMENT WIDENING PER -ORMED UNDER A VOOT LAND JSE PERMIT SHALL HAVE A PAVEMENT OESICN PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER. Tit G OVr.!21 AY PLAN VIEW DRAWING NOT TO SCALE) SREFERENC PAVEMEN 7 WIDENING NFw s /n6 303 +VIRGINIA DEPARTMENT OF TRANSPORTATION RAINA A. ROSADO ! Lic. No. 038196 08/07/07 1t' ? IONAL HURTQ OIPROFFITT 111, 1 06126106 PER COUNTY COMMENTS SHEET NO. C S • O 4 01124107 PER COUNTY COMMENTS 5 03 02 07 PER VDOT COMMENTS 7 07/03/07 PER OWNER COMMENTS Aug 06, 2007 - 6: 30pm V: LandProjects 20050260dwgDETAIL- R1.dwg E1A R S£F41L' > dTE w >L wL'3TVt L :L?tl _. ' 1, v0if.RK A S v K4 5tPv',C: •ATffiA1_ CeAfrt ?S ) A 10Ait+•L XY ANN XC 'Wvt -YT £f,ElA:E0IN fq' T4C SERV4r ATMAL f I * 'A t ` . 10P 't RO'Of1. CLKVjQ W {If T12• fF.4'£Li'KAAL i'f• ^C ai.Al R RT oz 46kp '-w4 -6 s1t?+ L t.VJk1 ff,IAT fk{ rat• .i:E. T+is '_CYaV''' w2N!.' Qtk_ 1'fi'MAxktA a. 2Y AEJ_ R.AL - fAW-t,' 1 0-'1'0. AN tY : \TtFefr S ACIZ 1110e %-.ALL 8K CCD'PEC TLU L :r l. a P S++L1CiE AS V*A; if e 1 iQ£D rat :GfAt.TlTF C•R AD3 .SPR•Q(`iV21' 2CWA:_ J.k:ti:Ltr+A! <4N<;L 1ILA SMN SCR`s CjD1%WC:r0 S1iAU. AE :B (1 /4N \ F'CF4 i'0CT • i... A... i Ai) Sf_riK :.A1tkA1<s •it(A1.L RAVT A IONWLIILI Z' f1)N 4401R OF .t" _ 5 ,ILL 5iLWER LATKRAL$ SIIA L ?tR}?: A WNW04 UVAA ^ r •, J J ,Hi T TREATED If AItel:2'Ci? lifiE):la .....i fiRRK£ I C. :1 L 4 ;i•. r E;A T E'fRLkMJ: 2 CTION p7 w vIS . .... ........................... YP :('AI..`- ;I~TIYER CRVICE LA'fr -RAl. J "4lx ; M ALL F3r_'.I\Uw MR TG' ;lR iNY,,., « tlP { :•X et• ......... .......................... W?£Ii 47E404 -0 ......................... ..r: q ACI'Oki C0A ie 1 , Y. i • L . 13 -MNC AS spa: N'f • .rr''i A TEE AND PLLIO.7 YCC. or (FEET: rS3.YD. ryt;FEz£TZ _ 1 cu.rf. 32 112 i 1$A i :.T)C 2. 0.10 1 : 4 t. BfJ !l i4k ' a." 1 0'10 .. LT' ; -22 1;; 4.se { Y.1E 12 .sa 2 9 } t96 I 0.32 ? i 11 1J4 216 i T.S7 i fS.1 : s .Lm a.1sa O.a YCLs Amcles aQ£ REQUIP - 43 11 .E' cwlt 44 f'GLEt,v : .NAKES 0111 @_TAON, ^ d4AFi( 5 S4 MAO f.NOS AND A. YM.W's ia£ ?hLTC i .St, LYJ AR71f Tf.. PA3.L 3t Y•:AfRFA :4F ANY TART CF THE JCtlFIT. CC>f+°rU %44G £N`:4 KEG S'ou EE RE$T',7PiS1F:sLf `n THE VE11fFY ME TYPES ?427 CF ALL 1T4:fi6S'f k4x" KS. Y, ! r L: (, t, j 7 { SLOCVS F1'F. Of•_ k h. l^i• ... 3 ' x '1 :71 !`ONE. t?AS 1 .... a ..: a ) . i _.. .. . ............. sk,a ".4 f t E :ktBc E savrf c1I.: ed ' a.. Y t -E, V¢Illf PAiE` %t,FS!: S ?EEI. ALL ''(i BA :i(> MANN L.E5 SHA4. BE f *RF0 AND A iLF'Xiti+ TYPE C .A MANHOLE L AI'W SI•i: %WN.G BRANCH TAE; - IN 13TS Von E MIN. FOR 8" BALLAST mk AZHOIR bIXT C44 MT£1t ONE JT E I . Y FOR 10' TICCOaH 1 f vsc a STRAPS ON SEND$ A.'J.LAv:ENT TO EEUS• 7 Fr_* 18" am t 3 STRIPS f1 INFORMATION. 12" 24 " -yl ELEVATION CLEANOUT N.T.S. FA:14 ALl E.VVIMI STEEL. VA "M 2 CtI^TS Of Ork*61401j PAN; 24" SQUARE CLASS A3 69rCONC. PAD 5 15# BUILDERS FELT SET HEIGHT a AS REQUIRED DO a 45' BEND-Z x ; ik "alga. r t%:•.,.'le : : }i.`Y.' r?6 Fio. A4'••3A 45' BEND 32"MIN. FOR 8" BALLAST mk OR SMALLER ALTERNATE FIFE (5EE NOTE 8) JT E I . Y WJ, m f MIN. FOR 10" PIPE 7 uy 9) ALL 5TORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 12" 8'x I G' PRECA5T COVER(TYP) BY CONTRACIOLO SEE NOTE 4)STRUCTURE ID INLET PIPE OUTLET PIPE W 7 SEE NOTES 546) (SEE NOTES 546) 1 , WEIR CREST ELEVATION 4511.52 FLOW RATE cf5 INLET RN PERIOD F PEAK FLOW BAY N F A RIDGES RE UIRED 1 R OUTLET oym BALLAST SEE NOTE 8) Er` '.I .'s.`.. '.y..• BAY ZPG PIPE DATA: FILTRATION MATERIAL I DIAMETER BAY INLET PIPE A 2 SW 15 ' CONTM t 1 INLET PIPE N2 XXX.XX 3(70 FRAME AND XX' LEI COVER (rm 488.42 RCP 1 SEE NOR 4) GRADE RING RIM UNDERDRAIN IWIDTH I Cyr) 8'x 16' STORMFILTER - SECTION VIEW B1 1 Q 2 ANTI - FLOTATION BALLAST WIDTH HEIGHT M) r STEP (TYPO 01 1 XX YP) T .. NOT PECIAL REQUIREMENT : t 4' -6' MIN 11 -9. ' " ,+•!VHii.,•y'2,yn%.'Jrr,"l,.j:F f':fI!4 : r 4 N ti "r. ... 8 1,T SA.' ^•.y',,r •yS.v'f/"'` .•`: 7 • , = _R..••ar r r,Jy M'4 16' Thl STOWAWATER NNNAGEMENT 9 amF SEE NOTE 7) No.Q.64 010 No 5 624 576 2 MDoTneR u.s. MD roROCN' 02006 CONTECH SLOTMYf SOtlh011t PARNiS FENDING 4 8'x 16' PRECAST STORMFILTER PERMANENT .' 57VIIATER TIONS_ TOP AND SECTION VIEWS, NOTES AND DATA STANDARD DETAIL POOL 1WTE:12/14nr some 01E FLE HALE :ltA1MC#d,aR OMMM:NJW CHECRa31:Nr6 1 RRIIralI10R11rMY.OrIO T FILTER UNDERDRAINENERGYS M DL991PATat CARTR+DGE (TYPO MANIFOLD SEE NOTE 2) 8'x 16' STORMFILTER - SECTION VIEW A1 r 1 THE STORMWATM MM AG[MEM Z!) 3 V No. 6 G49 O No 5 621576 'AND U.S MD FOREIGN 02006 CONTECH Sbff.*W Sdub" PATENT FENDING CO 8'x 16' PRECAST STORMFILTER o PLAN AND SECTION VIEWS STORMWArIfft STANDARD DETAIL inSOLUTIONS_ m1W1MNRRMY,AM'MTEANUMS LCAMNONA FIE MAZE :11A1LPC4p4OR DIIAIYN:YJYr 104RCHISMARa r pd F 0 1P ai i /V"ry n lm aL.IqpoV FRAME r 0 V F 11 Fffecltve A"guuf. 18, 9001 f1(: A I U Ti) 4 24" SQUARE CLASS A3 69rCONC. PAD 5 15# BUILDERS FELT SET HEIGHT a AS REQUIRED DO a 45' BEND-Z x ; ik "alga. r t%:•.,.'le : : }i.`Y.' r?6 Fio. A4'••3A 45' BEND 32"MIN. FOR 8" BALLAST PIPE OR SMALLER ALTERNATE FIFE (5EE NOTE 8) NTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF 5TRUCrUKr WILL BE SHOWN ON PRODUCTION SHOP DRAWING.ITRUCrURE AND ACC E55 COVERS TO MEET AA5HT O H-20 LOAD RATING,4 9 . LOCATION rM) 48"MIN. FOR 10" PIPE AND ABOVE 9) ALL 5TORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 12" D/4 BUT NOT ; LESS THAN 4" i ALL PIPE TRENCHES TO BE EXCAVATED TO 12" BEYOND PIPE ON EACH SIDE OF PIPE. COMPACTED VDOT #10 OR 26 AGGREGATE BEDDING 57 MAY BE USED IN HIGH WATER TABLE AREAS. UNDISTURBED SOIL WATER LINE TRENCH N.T.S. COMPACTED VDOT NO. 26 STONE TO INVERT OF CLEANOUT t 2O51`jc, j 'a 7'D9• x e A 1 ' ; A nASf fxAMF:TF:14 £xT1:,e '' .•, K 1. Zr 4' ANOit-A 4.071's h IFOM O^ON ;f: CLASS "S" t.ARCFF k£!Sc: .5tAal}AR^ ktr ( CrRCI {}N Nii C'•F' +,x :Lx;R9M1" TO FACT C•f-Oek TlF $1.00)"s. FINISH GRADE- iRd A:.L %• Ff `.WT5 CLEANOUT ADAPTER THREADED PLUG 2" MAX. CLEARANCE H2O LOAD RATED IN PAVED YAREAS. BRASS CLEANOUT1 , IN LAWNS AND SIDEWALKS 0 KTO, 1EAIC`GIIF.C.S SCR NC I ME: Atli ?Sii ` 1 6 •3!S'LEihE 12+!' e si Gr REWAiK: NG E?ACKFILL MALL NOT GQPITA R WA R"RIAL. AfStt KAN $ 1N kk'+' Oi11Et(faEEdi RACwFEi.L' Yn1,9WrAr 2..br 1'f "AOD X APt`Ii'ile ?3) Lt>EC3lAN#C& TAl PEP F.N• HA04CH44G i - 8£illNQ S" trox. UEl4'+Y'if3N ta"Ei+aLL. i3 R'EQ'vfi131? I': 1RR'Tt S•i, NOTE Y. C4SI O MT RiO »0E-W!!Y X11 'X t A `Kr'tx f ?J ENTIPEVY TN !d0: km S'FLm. 2. .ILA AOR PiPZ 91. 80TW`i+l OF .714E TRENCH S..!Ai;L S=tiL` 1 :t?? ' ', 1 ^. AI+IU .4-. L S'!ONE ( Fflr>+dtVCD OR A +i' EDf3iNG nr Tao. w ST ,a4ALL .` r FRi3AD01' R3GE. E cc aT >?en : U44L4 Ell: iKM?'-4.t.E . Ix!a Sul 6 INS " (ON IN TREN EDITS, 13• S 21 WJ'f: HY(K?ANT MV`I BE KEMN:OY GLtAF ;y.Pfl (K -141A) LQA'i'ED MATH CHARLOT - Ei-- MU}:LLf_R WHICHCENTUA - 1.14 (A -423) NILE CAL SS DAR li I OR ABORTiVFJ C1WAI HE L6P1. S T LENG OF ORANCH VARIES 2' TO 10' 7 CU. f r - VALVE 6'0%) GRAVEL I aTtl1, , . -5' GATE34'MIN A. I „y!' VAL'Y: X 6' 25(10 P, S,;. CONCRL'E - B.A:£ AND THRI)ST C , • ''`'tl BLOCK AGAINST UNDISTURBED STABLE C Sat STEEL Nit.7/4' YAREAGCO RCOS TO WH N iHF. SCII. IS DIS!UHBIG (NI V"N AWN IN ALL IFISTALL.A110NS. Ai+ t10RAHYDRANT )S LOCATED IN A f LL C RODS SHALL HE ('.AI.VANIZFD 1' THE HYDRANT YA TH 2 3 4Pi' WAIVE U E h YOR / ' Z ASPHALT ATLkASPHL ..0 Dt a arDN TO POl1RiNGTHREADEDRODSM0 COOL RETF. If NECESSARY, A STEEL PILE P A IPAAADDI611L $l OFL ISHALLBEUSED5 rtnTr= : 1 "., L*t) WFEP H(XES MATH GRAVEL AND KEEP FREE OF CONCRETE. 2. VAMTAIN A 3' MIN. COVER FROM TTIE MAIN TO THE FIRE HYDRANT INCLUDwC DOtCHFS ) 3. FINISHED GRADE `HALL SLOPE AWAY FROM THE FW HYDRANT ANC i vu.VE Dox. 4. THC CAFE VA.L.Vf I$ ALLOWED 114 SHOULDER OR BEHIND '1iE 01TCH. IT +, 110T ALI OWED I.4 TFiE DITCH. S- Fire hydrantu Shad he 1"ntalleA at 1..r.ttous rh weep hole are uhove the prevAI11119 8ro011(!watcr cicyatlam. If required t,.+ he 1r1 wet area-, the, weep hider: xi+all he ipluggedandthehydrantahallbepumpeddry. TYP= :A. F,F -r HYf)RAN T ASSF FIFE Y OE I All 11 S IE:Cfectivo A.S- IR, 2110'. I I I TO -17 5/8 ANCHOR BOLTS IF COVER IS IN ROAD SHOULDER FLASHING 7 COMPACTED EARTH COMPACTED BACKFILL 3" & ADJ, RING SEE NOTE #1 I i EXTENDED BASE AVAILABLE IF REQUIRED P NOTE: 1. INVERT TO BOTTOM OF BASE = 1.00' NORMALLY, GREATER FOR LARGE PIPE OR STEEP SLOPES. 2. BASE SECTION HEIGHTS - MULTIPLES OF 6 ". 3. RISER HEIGHTS - MULTIPLES OF 16 ". 4. STEPS- STEP SHALL HAVE CONTINUOUS ALIGNMENT BETWEEN SECTIONS. STEEL STEPS WITH PLASTIC COATING. MA INDUSTRIES PC -1 -PF COPOLYMER, POLYPROPYLENE ENCAPSULATED STEEL.OMIT FOR MANHOLES LESS THAN 48" DEEF,P. 5. MANHOLE SECTIONS - ASTM C478 W/ 0 -RING GASKET JOINTS - ASTM C443. 6. PATCH INSIDE AND OUTSIDE JOINTS WITH NON- SHRINK GROUT. 7. WATERPROOF OUTSIDE OF SANITARY MANHOLES WITH BITUMASTIC APPLICATION. EPDXY COAT INSIDE OF SANITARY MANHOLES 100 %. 8. STRUCTURAL DESIGN FOR BASE, WALL AND TOP SLAB THICKNESS AND REINFORCING SHALL BE IN ACCORDANCE WITH ASTM C890 CAPABLE OF SUSTAININVG HIS 20 LOADING. MANUFACTURER TO SUBMIT APPROPRIATE STRUCTURAL DESIGN INFORMATION AND CERTIFICATION FOR REVIEW. 9. CONNECT PIPES USING FLEXIBLE JOINTS. 10. SHAPE MANHOLE BOTTOM PER VDOT DETAIL IS -1. 11. DROP MANHOLE REQUIRED FOR DROPS LARGER THAN 2' IN HEIGHT. r •iii •_ \ ul • HEAVY DUTY HS 20 RATED FRAME AND COVER W/24" CLEAR OPENING PEAK FLOW OUTLET PIPE SEE NOTE 4) WIDTH LEN (5EE NOTE 2) INLET FIFE (5EE 'SEE NOTE 4) NOTE GR WATER QUALITY FLOW OUTLET FIFE 9[E NOTE 4) ORIFICE PUT! IF REQUIRED) B.IGATE ADJUSTABLE IS" DETAIL 172) STORMGATE VAULT - SECTION VIEW A1 1 bnL Comm STORMGATE VAULT HIGH FLOW BYPASS I/I A PLAN AND SECTION VIEWS 1 STOMAW SOLUTIONS- STANDARD DETAIL 1a mwartrmAelx mm DATEOWMAS LCME:Nrlli IFLEPOAM111121 ID RAWN :NJW QEfJa.MO GENERALNOTE5 1) 5TORMFILTER BY 5T0RMWATER360: WEST: PORTLAND, OREGON (800) 5464667; EAST: 5CARBORCUGH, ME (877) BALLAST 2) FILTER CARTRIDGE(5) TO BE SIPHON- ACTUATED AND 5ELFCLEANING. STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO DC SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW.ALTERNATE FIFE (5EE NOTE 8) NTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF 5TRUCrUKr WILL BE SHOWN ON PRODUCTION SHOP DRAWING.ITRUCrURE AND ACC E55 COVERS TO MEET AA5HT O H-20 LOAD RATING,4 9 . LOCATION rM) 6) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR PRECAST STORMFILTER VAULT QUIPPED WITH EITHER KNOCKOUTS OR CAST -IN COOT CONNECTIONS AT INLET AND OUTLET LOCATIONS. SEE NOTE 6) STORM WATEK360 FOR OTHER OFTION5. 8) ANTI - FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET v 9) ALL 5TORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. COUPLING (TIN) 8'x I G' PRECA5T COVER(TYP) BY CONTRACIOLO SEE NOTE 4)STRUCTURE ID INLET PIPE OUTLET PIPE WATER QUALITY FLOW RATE 5 7 SEE NOTES 546) (SEE NOTES 546) 1 , WEIR CREST ELEVATION 4511.52 FLOW RATE cf5 INLET BAFFLE FLOW WALL SPREADER RN PERIOD F PEAK FLOW BAY N F A RIDGES RE UIRED 21 OUTLET oym BALLAST SEE NOTE 8) Er` '.I .'s.`.. '.y..• BAY ZPG PIPE DATA: FILTRATION MATERIAL I DIAMETER BAY INLET PIPE A 28'x 16' STORMFILTER - PLAN VIEW 1 15 ' CONTM t 1 INLET PIPE N2 XXX.XX 3(70 FRAME AND XX' HEIGH Tn/ .j. ;+• i COVER (rm 488.42 RCP 1 SEE NOR 4) GRADE RING RIM UNDERDRAIN IWIDTH I Cyr) 8'x 16' STORMFILTER - SECTION VIEW B1 FLOW SPREADER BAFFLE WALL 2 ANTI - FLOTATION BALLAST WIDTH HEIGHT M) r STEP (TYPO 01 1 XX YP) T .. NOT PECIAL REQUIREMENT : t 4' -6' MIN 11 -9. ' " ,+•!VHii.,•y'2,yn%.'Jrr,"l,.j:F f':fI!4 : r 4 N ti "r. ... 8 1,T SA.' ^•.y',,r •yS.v'f/"'` .•`: 7 • , = _R..••ar r r,Jy M'4 16' Thl STOWAWATER NNNAGEMENT 9 amF SEE NOTE 7) No.Q.64 010 No 5 624 576 2 MDoTneR u.s. MD roROCN' 02006 CONTECH SLOTMYf SOtlh011t PARNiS FENDING 4 8'x 16' PRECAST STORMFILTER PERMANENT .' 57VIIATER TIONS_ TOP AND SECTION VIEWS, NOTES AND DATA STANDARD DETAIL POOL 1WTE:12/14nr some 01E FLE HALE :ltA1MC#d,aR OMMM:NJW CHECRa31:Nr6 1 RRIIralI10R11rMY.OrIO T FILTER UNDERDRAINENERGYS M DL991PATat CARTR+DGE (TYPO MANIFOLD SEE NOTE 2) 8'x 16' STORMFILTER - SECTION VIEW A1 1 THE STORMWATM MM AG[MEM 3 U.5. PATENTNT N". 5 322,629,5,3N No. 5.707.527. No 6,027.639 No. 6 G49 O No 5 621576 'AND U.S MD FOREIGN 02006 CONTECH Sbff.*W Sdub" PATENT FENDING CO 8'x 16' PRECAST STORMFILTER PLAN AND SECTION VIEWS STORMWArIfft STANDARD DETAIL inSOLUTIONS_ m1W1MNRRMY,AM'MTEANUMS LCAMNONA FIE MAZE :11A1LPC4p4OR DIIAIYN:YJYr 104RCHISMARa PEAK FLOW OUTLET PIPE SEE NOTE 4) WIDTH LEN (5EE NOTE 2) INLET FIFE (5EE 'SEE NOTE 4) NOTE GR WATER QUALITY FLOW OUTLET FIFE 9[E NOTE 4) ORIFICE PUT! IF REQUIRED) B.IGATE ADJUSTABLE IS" DETAIL 172) STORMGATE VAULT - SECTION VIEW A1 1 bnL Comm STORMGATE VAULT HIGH FLOW BYPASS I/I A PLAN AND SECTION VIEWS 1 STOMAW SOLUTIONS- STANDARD DETAIL 1a mwartrmAelx mm DATEOWMAS LCME:Nrlli IFLEPOAM111121 ID RAWN :NJW QEfJa.MO GENERALNOTE5 1) 5TORMFILTER BY 5T0RMWATER360: WEST: PORTLAND, OREGON (800) 5464667; EAST: 5CARBORCUGH, ME (877) 907-0676; MID - ATLANTIC: ELKKIDGE, MD (866) 7403318. 2) FILTER CARTRIDGE(5) TO BE SIPHON- ACTUATED AND 5ELFCLEANING. STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO DC SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. 3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM C857 AND 0058. DETAIL DRAWING REFLECTS DESIGN NTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF 5TRUCrUKr WILL BE SHOWN ON PRODUCTION SHOP DRAWING.ITRUCrURE AND ACC E55 COVERS TO MEET AA5HTO H-20 LOAD RATING,4 9 . 5) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LESS DROP 15 AVAILABLE, CONTACT 5TORMWATER360, 6) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR PRECAST STORMFILTER VAULT QUIPPED WITH EITHER KNOCKOUTS OR CAST -IN COOT CONNECTIONS AT INLET AND OUTLET LOCATIONS. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A 5HAUDWEK SYSTEM 15 REQUIRED, CONTACT STORM WATEK360 FOR OTHER OFTION5. 8) ANTI - FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH 51DE5 OF THE 5TRUCTURE. 9) ALL 5TORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 30 FRAME AND 8'x I G' PRECA5T COVER(TYP)5TORMPILTER DATA SEE NOTE 4)STRUCTURE ID I A WATER QUALITY FLOW RATE 5 7 019 PE PLA PLATE 1 , WEIR CREST ELEVATION 4511.52 FLOW RATE cf5 5.98 BAFFLE FLOW WALL SPREADER RN PERIOD F PEAK FLOW 10 N F A RIDGES RE UIRED 21 EF W T I R7. oym BALLASTSEENOTE 8)MEDIA TYPE (C5F, PERUTE ZPG ZPG PIPE DATA:I.E.MATERIAL I DIAMETER INLET PIPE A 2 P 15 ' CONTM t INLET PIPE N2 XXX.XX X(X XX' HEIGH Tn/ .j. ;+• i OURZT PIPE 488.42 RCP 1 15• RIM UNDERDRAIN IWIDTH IMANIFOLD 8'x 16' STORMFILTER - SECTION VIEW B1 FLO V 2 ANTI - FLOTATION BALLAST WIDTH HEIGHT 01 1 XX NOT PECIAL REQUIREMENT : 11 -9. ' " ,+•!VHii.,•y'2,yn%.'Jrr,"l,.j:F f':fI!4 : r 4 N ti "r. ... 8 1,T SA.' ^•.y',,r •yS.v'f/"'` .•`: 7 • , = _R..••ar r r,Jy M'4 16' Thl STOWAWATER NNNAGEMENT 9 amF US PATENT . 5.322,629, 8'x 16' STORMFILTER - TOP VIEW / 1 \ 5 707.527. No. L.027,699 No.Q.64 010 No 5 624 576 2 MDoTneR u.s. MD roROCN' 02006 CONTECH SLOTMYf SOtlh011t PARNiS FENDING MOM"8'x 16' PRECAST STORMFILTER 57VIIATER TIONS_ TOP AND SECTION VIEWS, NOTES AND DATA STANDARD DETAIL 2 1WTE:12/14nr some 01E FLE HALE :ltA1MC#d,aR OMMM:NJW CHECRa31:Nr6RRIIralI10R11rMY.OrIO A STORMFILTER MAINTENANCE NOTES Q 1. ALL STORMFIL7ERS REQUIRE REGULAR MAINTENANCE, MAINTENANCE FREQUENCY IS DEPENDANT UPON SITE CHARACTERISTICS AND POLLUTANT LOADING. TYPICAL MAINTENANCE INTERVAL IS 12 TO 18 MONTHS 2. STORMFIL7ER MAINTENANCE INVOLVES REMOVAL AND REPLACEMENT OF FILTER CARTRIDGES, REMOVAL OF ACCUMULA TED SEDIMENT, AND VAULT INSPECRON. J. FULL MAINTENANCE SERVICES MAY BE PROVIDED BY STORMWATER MANAGEMENT, INC. REPLACEMENT CARTRIDGES ARE ALSO AVAILABLE FROM STORMWA7ER MANAGEMENT ON AN EXCHANGE BASIS TO FACILITATE OWNER - PROVIDED MAINTENANCE ACTIVITY, 4. SPENT FILTER MEDIA AND /OR SEDIMENT REMOVED DURING MAINTENANCE SHOULD BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE WASTE DISPOSAL REGULA RONS. 5. REFER TO STORMFIL7ER OPERAT70N & MAINTENANCE GUIDELINES FOR MORE DETAILED INFORMAT70N OR CONTACT STORMWA TER MANAGEMENT A T 800.548, 4667. 1 06126106 4 4 101124107 Aug 06, 2007 - 6:30pm Z Z g a Z W WQfyW O Z z .O z`Q! WyjLL .d p >\0\0^ LU Z M N OWO / u g =N000CIcLLI& U Z (V Z 0 7111 } O m ma_ f'VJ00 I a- O O w z Q O V a W OVIII_ Q Q W W W Q O i V D z W W 0 V V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MID /KLS CHECKED BY: RAR Lic. No. 038196 08/07/07 ti r. ZONAL HURTQ_ OCPROFFITT PER COUNTY COMMENTS PER COUNTY COMMENTS an dProjects20050260dwg \DETAIL- R;1.dwg SHEET N0. C 6.0 STEPS ALTERNATE PIPE LOCATION SEE NOTE 4) STORMGATE VAULT - PLAN VIEW X11 24" 0 FRAME 1 GENERAL NOTES 1) 5TORMGATE BY CONTECH 5TORMWATER SOLUTIONS; PJRTLAND, OR (800) 5484667; SCARBOROUGH, ME (877) 907-0676; LKRIDGE, MD (866) 740 -3318. 2) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM C857 AND 0658. DETAIL DRAWANG KMECT5 DC54GN INTENT ONLY. LENGTH AND WIDTH OF VAULT WILL VARY DEPENDING ON PIPE DIAMETER AND ORIENTATION. PLEASC CONTACT CONTECH 5TORMWATER SOLUTIONS TO DETERMINE VAULT SUING AND AVAILABILITY. ACTUAL DIMENSIONS AND CONFIGURATION WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 3) STRUCTURE AND ACCE55 COVERS TO MEET MSHTO H-20 LOAD RATING. 4) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR PRECAST 5TORMGATE VAULT QUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. 5) CONTRACTOR TO ADJUST WEIR TO DESIGN ELEVATION SPECIFIED IN DATA TABLE BELOW, DO NOT EXCEED 5.0 FT-LB5 TORQUE WI1[N TIGHTENING 5OMW5 ON WEIR FRAME. SEAL WEIR TO FRAME WITH RN 51LICON[ 5EALANT AFTER FINAL ADJUSTMENT. 5TORMGATE VAULT DATA STRUCTURE ID IA 4' MIN WATER QUALITY FLOW RATE cis 7 k cis V T N 171 'ftF VAULT WIDTH 4' RIM ELEVA I N 501 SET SCRE (TYP7 PI A A: I. . M DIAMETER SEE NO 5) INl 'r PIPE N I 4 1 " IN R N 4000c XX' WATER QUALITY 490.84 RCP 15"WEIR DETAIL - PLAN VIEW / I FLOW/ OUTLET PIPE 1 PEAK FLOWFf 490.84 RCP 15" 019 PE PLA PLATE 1 , WEIR CREST ELEVATION 4511.52 WEIR FRAME WEIR W C A I 4 2 r - 3' n I H e ADJUSTABLE \A5[ rt Opeak 2. WEIR PLAT[ PUDOR ELEVATION 489.65F -_ (SEE NOTE 3) N PECIAL REQUIREMENTS: 2' - 2' MIN EMBEDMENT ANCHORS oym WEIR DETAIL - SECTION VIEW B1 24'0 FRAME '' • ....w..;r.AND COVER (5TD), :->•;- i STORMGATE VAULT- TOP VIEW 2 2OMMCONTECHsbeNwal.r a4wBaa CONTM t STORMGATE VAULT HIGH FLOW BYPASS TOP VIEW, WEIR DETAIL, DATA AND NOTES 2 STANDARD DETAILOLUTIONS- DATE:OeiEr LfwWEN01a FNE NAIE :L6v1m DNNWW" c1ECKFO:MGmlYartunNwrr.00m STORMFILTER MAINTENANCE NOTES Q 1. ALL STORMFIL7ERS REQUIRE REGULAR MAINTENANCE, MAINTENANCE FREQUENCY IS DEPENDANT UPON SITE CHARACTERISTICS AND POLLUTANT LOADING. TYPICAL MAINTENANCE INTERVAL IS 12 TO 18 MONTHS 2. STORMFIL7ER MAINTENANCE INVOLVES REMOVAL AND REPLACEMENT OF FILTER CARTRIDGES, REMOVAL OF ACCUMULA TED SEDIMENT, AND VAULT INSPECRON. J. FULL MAINTENANCE SERVICES MAY BE PROVIDED BY STORMWATER MANAGEMENT, INC. REPLACEMENT CARTRIDGES ARE ALSO AVAILABLE FROM STORMWA7ER MANAGEMENT ON AN EXCHANGE BASIS TO FACILITATE OWNER - PROVIDED MAINTENANCE ACTIVITY, 4. SPENT FILTER MEDIA AND /OR SEDIMENT REMOVED DURING MAINTENANCE SHOULD BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE WASTE DISPOSAL REGULA RONS. 5. REFER TO STORMFIL7ER OPERAT70N & MAINTENANCE GUIDELINES FOR MORE DETAILED INFORMAT70N OR CONTACT STORMWA TER MANAGEMENT A T 800.548, 4667. 1 06126106 4 4 101124107 Aug 06, 2007 - 6:30pm Z Z g a Z W WQfyW O Z z .O z`Q! WyjLL .d p >\0\0^ LU Z M N OWO / u g =N000CIcLLI& U Z (V Z 0 7111 } O m ma_ f'VJ00 I a- O O w z Q O V a W OVIII_ Q Q W W W Q O i V D z W W 0 V V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MID /KLS CHECKED BY: RAR Lic. No. 038196 08/07/07 ti r. ZONAL HURTQ_ OCPROFFITT PER COUNTY COMMENTS PER COUNTY COMMENTS an dProjects20050260dwg \DETAIL- R;1.dwg SHEET N0. C 6.0 STEPS ALTERNATE PIPE LOCATION SEE NOTE 4) STORMGATE VAULT - PLAN VIEW X11 24" 0 FRAME 1 ROSIO AND SEDIMENT CONT7?0L1 STORM WATER MANAGEMENT NARRATI PROJECT DESCRIPTION: This project will consist of the construction of a 15,180 square foot retail and restaurant building, as well as parking improvements to the Wachovia building site. Currently on site, in addition to the Wachovia, there is an existing gas station, which will be removed. Construction is scheduled to take three phases: first, the addition of 20 parking spaces for Wachovia bank patrons, then the Wachovia parking lot, and finally the building of the new structure and associated site improvements. The Wachovia parking lot will receive an overlay of asphalt to match proposed pavement. Additional landscaping will be added to bring the existing site into compliance with the current landscape ordinance. A total of 4.57 acres will be disturbed during this project. No offsite areas are expected to be disturbed for this project with the exception of the entrance work onto adjoining roads. ADJACENT PROPERTY The property to the east of the site is a parking lot, but is scheduled to become a Logan Roadhouse Restaurant. The property to the south of the site is a parking lot for the Seminole Trail Fashion Mall. The site is bound by Seminole Trail (Route 29) to the west and Rio Road (Route 631) to the north. The site is directly adjacent to the Rio Road and Seminole Trail intersection. OFFS17E AREAS. All grading operations will be onsite. No other offsite areas shall be disturbed as part of this project. CR/T1CAL AREA: The critical area is the existing trees which are to remain. Existing trees to remain shall receive tree protection prior to any demolition or excavation. All site work shall proceed with care in areas where proposed work is adjacent to existing trees to remain. Existing trees to remain shall not be disturbed throughout construction. SOILS Per the Soil Survey of Albemarle County, Virginia by the USDA in 1985, the subsurface generally consists of Elioak Loam Soil. This soil is deep, gently sloping, and well drained. Permeability and availab /e water capacity are moderate. Surface runoff is medium.The subsoil has moderate shrink -swell potential. The soil is very strongly acid to medium acid throughout. See Appendix B for Geotechnical Investigation Report. WA TER QUAL/ TY Water quality for this site was determined based on the technology based approach. This approach is based on the characteristics of the site (drainage area size, total impervious cover, engineering constraints, eic.). The target phosphorous removal rate based on 67- 1007o impervious coverage of the site is 659. Technological based filters with given pollutant removal efficiencies were applied to the site to reduce post - development loads to pre - development levels. EROSION AND SEDIMENT CONTROL. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specification of the latest edition of the Virginia Erosion and Sediment Control Handbook. The minimum standards of the handbook shall be adhered to unless otherwise waived or approved by variance. TemQorary Construction Entrance - 3.02: One construction entrance is proposed as shown on the plans. The contractor may adjust the construction entrance location to ensure that the sediment is removed from the vehicles before they leave the site. This structure will be 70 ft long and 20 ft wide. This is to be installed prior to any work beginning onsite. 3.05 Silt Fence (SF) - A temporary sediment barrier constructed of posts, filter fabric with wire support fence, placed across or at the toe of a slope or in a minor drainage way to intercept and detain sediment and decrease flow velocities from drainage areas of limited size. Silt fence is to be installed along the downhill side of any disturbed area. 3.07 Inlet Protection (IP) - Storm drain inlet protection shall be placed at the in /et of all storm culverts and drop inlets to filter sediment -laden runoff. Culvert inlet protection shall be placed as shown on the plans and according to the detail included in the plans. 3.09 Diversion Dike (DD) - A diversion dike shall be constructed around the perimeter of the construction site of the proposed shopping center by the contractor to control sediment -laden runoff. 3.31 TemQo=v Seeding (TS) - The contractor is to implement temporary seeding if disturbed /and is left exposed for over 30 days and construction is not complete in this area. 3.32 Permanent Seeding (PS) - Establishment of perennial vegetative cover by planting seed on rough - graded areas that will not be brought to final grade for a year or more or where permanent, long -lived vegetative cover is needed on fine- graded areas. 3.35 Mulching (MU) - Application of plant residues or other suitable materials to disturbed surfaces to prevent erosion and reduce overland flow velocities. Fosters plant growth by increasing available moisture and providing insulation against extreme heat or cold. Tree Protection - 3.37. Protecting existing trees from mechanical and other injuries during land disturbing and construction activities to ensure the survival of desirable trees where they will be effective for erosion and sediment control and provide other environmental and aesthetic benefits. VELETA TI VE MEASURES: TemQora&y Seeding . lPermonent Stabilization Seeding measures shall be token on disturbed soil at cut /fill slopes, sides of sediment basins, ditch lines, or areas outside of on -going construction practices within seven (7) days of completed grading. All areas disturbed by construction will be stabilized with permanent seeding immediately following final grading. Unless otherwise indicated, all erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the latest edition of the Virginia Erosion and Sediment Control Handbook. MANAGEMENT S IRA TEGIES.• Erosion and sediment control should be discussed between the grading contractor and the owner prior to any excavation so that limits of construction and erosion control methods are clearly understood by both parties. Construction will be sequenced so that grading operations can begin and end as quickly as possible. There is to be no tracking of mud or dirt by construction equipment onto any paved drives or roads. Sediment trapping measures will be installed as a first step in grading and will be seeded and mulched immediately following installation. Seeding or other stabilization will follow immediately after grading. Areas, which are not to be disturbed, will be clearly marked by flags, signs, etc. After achieving adequate stabilization, the temporary E &S controls will be cleaned up and removed. PERMANENT STABILIZATION: All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Mulch (strow or fiber) will be used on relatively flat areas. In all seeding operations, seed, fertilizer and lime will be applied prior to mulching. MAINTENANCE: The contractor is responsible for maintaining all erosion and sediment control measures. Those shall be checked daily and after each significant rainfall; any deficiencies shall be repaired immediately in accordance with the latest edition of the VESCH or as deemed necessary by the local approving authority. PG S NpR GpO 4.5' COMPACTED orl SOIL 9\ 0' MIN. S k, HEAVY DUTY FILTER FABRIC MIN. 6" V.D.O.T. #1 COARSE AGGREGATE TEMPORARY CONSTRUCTION ENTRANCE N.T.S. VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARD 0 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED CURB INLET OAREASWITHIN7DAYSAFTERFINALGRADEISREACHEDONANYPORTIONOFTHE NOTE: UNDER PAVED SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO OtL>€?Ztit7tllL McDENUDEDAREASTHATMAYNOTBEATFINALGRADEBUTWILLREMAINDORMANT4 o UNDISTURBED)FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE o °° o APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.o ° ° ° ° o o ° ° ° ° ° ° — a o 0 0 00 ° 0 0 ° o 0 0 0 ES -1:UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE WIRE SCREEN GRAVEL FILTER CONCRETE BLOCK CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM 12 COMPACTED BACKFILL Z STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND RUNOFF WATER VIRGINIA REGULATIONS 4VAC50 -30 EROSION AND SEDIMENT V WITH SEDIMENT FILTERED WATER W CONTROL REGULATIONS OVERFLOW ES -2:THE UNIVERSITY AUTHORITY MUST BE NOTIFIED ONE WEEK 11111 = I II I III PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR o •••••• TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE IIIII= `_':.IIIII =1'' WEEK PRIOR TO THE FINAL INSPECTION.IIIII _IIIII = 1111101111 -- 11111011 = IIII == ALL PIPE TRENCHES TO I' ES -3:ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE SEDIMENT UJI a- PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.WIRE SCREEN 2x4 " CURB INLET ES -4:A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL wooD STUD SIDE OF PIPE. PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 0 °g ES -5:PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS SPECIFIC APPLICATION OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS LIMITED T0, OFF SITE BORROW OR WASTE AREAS), THE WHERE AN OVERFLOW CAPABILITY IS NECESSARY To PREVENT EXCESSh SPRING LINE OF PIPE, AND FOR HDPE, AND PVC PIPE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PONDING IN FRONT OF THE STRUCTURE. N Z C 4 t PLAN TO THE UNIVERSITY FOR REVIEW AND APPROVAL. CONTRACTOR BLOCK AND GRAVEL 0ISSOLELYRESPONSIBLEFOREROSION & SEDIMENT CONTROL MEASURES AT OFFSITE BORROW AND DISPOSAL AREAS CURB INLET SEDIMENT FILTER ES -6:THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY NTs N.T.S. ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE UNIVERSITY. ES -7:ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT STEEL, MIN. 5' LONG ® 10 O.C.(MAX) CONTROL MEASURES AT ALL TiMES DURING LAND DISTURBING FILTER FABRIC TO ACTIVITIES AND DURING SITE DEVELOPMENT UNTiL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SEEDING SPECIFICATIONS: TS TEMPORARY SEEDING - WINTER - 40 LBS. ANNUAL RYE /40 LBS. CEREALE RYE (PER ACRE) SUMMER - 40 LBS. ANNUAL RYE /40 LBS. FOXTAIL MILLET (PER ACRE) FERTILIZER - 1500 LBS. 10 -18 -10 /ACRE LIME - 2 TONS /ACRE PS PERMANENT SEEDING - SEASONAL SPECIFICATION - PER ACRE 2/1 TO 5/15 100 LBS. TALL FESCUE 15 LBS. ANNUAL RYE 2 LBS. RED CLOVER 5/16 TO 7/31 120 LBS. TALL FESCUE 10 LBS. FOXTAIL MILLET 2 LBS. RED CLOVER 8/1 TO 9/15 100 LBS. TALL FESCUE 15 LBS. ANNUAL RYE 2 LBS. RED CLOVER 9/16 TO 1/31 120 LBS. TALL FESCUE 10 LBS. CEREALE RYE 2 LBS. RED CLOVER FERTILIZER - ALL SEASONS - 1500 LBS. 10 -18 -10 /ACRE LIME - ALL SEASONS - 2 TONS /ACRE MU * A MULCH COVER IS REQUIRED ON EVERY SEEDING STRAW AT 80 BALES PER ACRE OR AN APPROVED MANUFACTURED MULCH /STABILIZATION MATERIAL VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARD ji PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. EROSION AND SEDIMENT CONTROL DEVICES: PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, ER05SION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. suLor ALA 81WRO MAL 2M aVVN YL M40 AC1.4aia WROM suss 8M4M3= WIRE r —CONCRETE BLOCK r GRAVEL FILTER r'WIRE SCREEN 1 a,;Z• DROP 14LET WITH GATE SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. PLATE. 3.07 -3 * GRAVEL SHALL BE VDOT #3, #357 OR SOURCE: VA. DSWC #5 COARSE AGGREGATE. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER N.T.S. IP 3' MIN. COMPACTED EARTH NOTE: UNDER PAVED Z OtL>€?Ztit7tllL SURFACES, BACKFILL OVER Z 0ww PIPE SHALL BE V.D.O.T. 21A 2' 12 D--12'-' \\ OR 21B STONE TO PAVEMENT MIN MIN. MIN. WITH GEOTEXTILE FABRIC AT aINTERFACE SELECTED HAND - PLACED 12 COMPACTED BACKFILL Z C SPRING LINE (SEE NOTE 1)O.W OF PIPE H w D/4 BUT NOT COMPACTED VDOT #10 OR III Q WQr" pOLESSTHAN4 #26 AGGREGATE BEDDING In w UJ J Z ALL PIPE TRENCHES TO Z Z Q O BE EXCAVATED TO 12"UJI a-O BEYOND PIPE ON EACH UNDISTURBED SOIL W Z 2 C9 O O% _V pSIDEOFPIPE. 0 °gNOTE W1. FOR DUCTILE IRON PIPE AND RCP PLACE BEDDING TO aA/ U iii CS! a0 a0 SPRING LINE OF PIPE, AND FOR HDPE, AND PVC PIPE Z N Z C 4 t PLACE BEDDING MATERIAL 6" ABOVE THE PIPE.Ln o m m fV J 00 7 STORM SEWER TRENCH N.T.S. 4 "0 WOOD POSTS OR 1.31b /ftSTEEL, MIN. 5' LONG ® 10 O.C.(MAX) FILTER FABRIC TO iX BE STAPLED OR WIRED TO POSTS 42" — 14ga WIRE W FENCE REINFORCEMENT w W W W WY i IIWWWWWWWW W W W W W W W i N W L W W W W i W i .• W W W W W W W W . W W • Iil— IIIIII 111_ III —III L- EXTEND FILTER FABRIC WIRE 8" INTO 4 "x4 TRENCH AND BACKFILL 0 SILT FENCE sF WITH WIRE SUPPORT) N.T.S. HIGH STRENGTH DOUBLE S77TCHED 7 TYPE SEAMS. DIRTBAG® NOTES: STANDARD GRATE SHALL BE H -20 LOAD RATED. PEDESTRIAN GRATE SHALL BE H -10 MEDIUM LOAD RATED. QUALITY- MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70 -50 -05 & A48 -CLASS 30. MATERIAL: DUCTILE IRON GRATE W /CAST IRON FRAME. PAINT. CASTINGS SHALL BE FURNISHED WITH A BLACK PAINT. TOP VIEW N.T.S SIDE VIEW N.Ta DE- WATERING DEVICE DETAIL N.T.S. III, V . elf R n+sruunor Mnw T 24 "x24" FRAME GRATE 1• U DI -1 BAG TO BE PLACED ON AGGREGATE OR STRAW. WATER FLOW FROM PUMP b h 16.25 I II RATE COVER Y ACCESS STANDARD 15" GRATE 318' 7AHICK GALVANIZED STEEL ORIFACCE PLATE WITH 10' DIAMETER ATTACHED TO 7HE 15" OUTLET PIPE. PLA7E 70 BE SEALED IN 7HE FIELD WA7ER77GHT. 42" O 0.5X 15' 0 1.10 INV IN- 4491.02 DETENTION CONTROL STRUCTURE DETAIL QNOT TO SCALE 1 1061261061 PER COUNTY COMMENTS 1 5 1031021071 PER COUNTY COMMENTS Aug 06, 2007 - 6:31pm V: \LondProjects \20050260 \dwg \E Q o Q W 0 > Q w m Z O aM O9V IN= a W Z O J O a V WWcam Z oW V2ZaI Q W n Z W J ad z Q W O O O J O v Q W v PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR HURTO_ OIPROFFITT SHEET NO. C 7.0 IL- R1.dwg SUPPLIER: ACF ENWROMENTAL 2831 CARDWELL ROAD RICHMOND, WRG /N /A 23234 800.448. 3636 YARD INLET GRATE DETAIL N.T.S. SEWN IN SPOUT HIGH STRENGTH STRAPPING FOR HOLDING HOSE IN PLACE. WA TER FLOW FROM PUMP PUMP DISCHARGE HOSE PUMP DISCHARGE HOSE AGGREGA TE OR STRAW UNDERLAYMENT TOP VIEW W/ GRATE REMOVED) OtL>€?Ztit7tllL 0ww E ;it;iI1,7i NOTES: STANDARD GRATE SHALL BE H -20 LOAD RATED. PEDESTRIAN GRATE SHALL BE H -10 MEDIUM LOAD RATED. QUALITY- MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70 -50 -05 & A48 -CLASS 30. MATERIAL: DUCTILE IRON GRATE W /CAST IRON FRAME. PAINT. CASTINGS SHALL BE FURNISHED WITH A BLACK PAINT. TOP VIEW N.T.S SIDE VIEW N.Ta DE- WATERING DEVICE DETAIL N.T.S. III, V . elf R n+sruunor Mnw T 24 "x24" FRAME GRATE 1• U DI -1 BAG TO BE PLACED ON AGGREGATE OR STRAW. WATER FLOW FROM PUMP b h 16.25 I II RATE COVER Y ACCESS STANDARD 15" GRATE 318' 7AHICK GALVANIZED STEEL ORIFACCE PLATE WITH 10' DIAMETER ATTACHED TO 7HE 15" OUTLET PIPE. PLA7E 70 BE SEALED IN 7HE FIELD WA7ER77GHT. 42" O 0.5X 15' 0 1.10 INV IN- 4491.02 DETENTION CONTROL STRUCTURE DETAIL QNOT TO SCALE 1 1061261061 PER COUNTY COMMENTS 1 5 1031021071 PER COUNTY COMMENTS Aug 06, 2007 - 6:31pm V: \LondProjects \20050260 \dwg \E Q o Q W 0 > Q w m Z O aM O9V IN= a W Z O J O a V WWcam Z oWV2ZaI Q W n Z W J ad z Q W O O O J O v Q W v PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR HURTO_ OIPROFFITT SHEET NO. C 7.0 IL- R1.dwg SUPPLIER: ACF ENWROMENTAL 2831 CARDWELL ROAD RICHMOND, WRG /N /A 23234 800.448. 3636 YARD INLET GRATE DETAIL N.T.S. SEWN IN SPOUT HIGH STRENGTH STRAPPING FOR HOLDING HOSE IN PLACE. WA TER FLOW FROM PUMP PUMP DISCHARGE HOSE PUMP DISCHARGE HOSE AGGREGA TE OR STRAW UNDERLAYMENT TOP VIEW W/ GRATE REMOVED) R . PL ,lll AR The Archetype' a"i<ann 1/17 • ar nril Type: Approvals: Job: Catalog number: Mry,. (i! Flr,so.alhkaaulc Fiu:d, rq,x,ns t>,lianal k, page ? 4 v,ri, Sli piiit,, Nk,uni k -• f .,.,• s Date: Se14K t fully tram Kim foie Catalog of r#4 i, txovidwl by ntt" indicatr O.fl toa arm filling. Page: 1 of 5 Specifications Housing: One piece low c4 -44x Iles than .N ) die.c,tst aluminum p alloy with integral cooling ribs over the optical chamber and electric+l f r I OnUrUtInUeSUn Ycompartment. Solid barrier will separales opli(al and electrical compartments. Double -thick wail with gussets on the support -arm V 10' /." mounting encl. Housing forms a half cylinder with 55' front face plane1,50 tc 4GJ watt providing a rctess to allow' a flush single -latch &4,iil..All hardware is Mogul i3aso Lamps stainless steel or electro-zinc. plated steel.tMaximum Fixture weight (d _ 45 Ile Lens Frame: One piece low copper Hess than .6'; %) die -cast 3Y _.-14C 71 1 W aluminum alloy lens frame with 1' minimum depth around the gasket a"flange. Integral hinges with stainless steel p n; provide no -torn moonling and removal from housing. Single ,Le -cast aluminum earn -latrh provides positive locking and se. of the r4vicil ,,hambf-r Clear 'arc' thick Photocell Receptacle by a one piece extruded and vulcanized silicone );aska. See the Kim Site /Roadway Optical Systems Catalog for tempered glass lens retuned by eight steel clips Witt+ (Lill silicone lyplc Ili gasketing around die perimeter. T Reflector Module: Specular Alzak' optical segments are rigidly 6'0 mounted Within a die -cast aluminum enclosure that attaches to the roivvarilTilrow housing as a one-piece rnalule. Retleilor mcxhrle is field rootahle inI -L r2- 16'9(r' incr(vnents. HPS and I'Mi-I ux'kcis are p rarcelain 4KV pulse rated Full Cutoff mogul base, MH sockets are porcelain mogul base, pin - oriented, withArmmoldedsiliconelampstabilizer. All reflector modules are factoryCrrs section prewired with quick disconnect plug and include silicone seal at the AR4 ration of the internal harrier wall in the luminaire housing. Electrlical Module Electrical Module: All electrical components are 1)L and CSA Cle(trical Modules available: recognized, mounter.' on a single plate aril factory prewired with quick - disconnect plugs. Electrical module attaches to housing with tamper- Resistant latch no-tool hinges and latches, accessible by opening the lens frame only. 11 250HPS120 All ballasts are high power fM. for rated -20'F. starting. 175MH120 Support Ann: One piece extruded aluminum with internal bolt guides fixture mount (by clt+ers) and fully radiussed top and bottom. Luminaire- w attachment is by 1L 250HPS208 3t wire straininternaldrawbolts, and include- a pole mir+forc:inp, plate wi W R' 0...11T5MH2O8 relics. Amt is circular aft fox speeificrl round pole. Optional Wall Mounting: Fixture mounted to poured concrete walk f _ 250HPS240 only. A modified suglr n arm is provided with side access to allow field 175MH240 splices within the arm. A will embedment bracket is provided to accept r, 4ivex Glass Lens draw bolls, and a trim plate covers the wall- embedck•oi lum'tion Box. 11 ,:2WHPS277 All wall mount connpunents are finished to match the fixture. 1751111H277 NOTE: )unction Box in wall must provide adequate fixture support. Horizontal Slipritter See NEC: sectiom 374.13, 17 and 410 -14. 16. E ' 250HPS347 Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil 175MH347 nominal thickness, applied over a chrorrote conversion coating; 233 hour sag spray test endurance rating. Starxiard colors are RIM 'k, Dark L: 250HPS480 Bronze, Light Gray, Platinum Silver, or White. Gistom colors are E 175MH4 available and subject to additional charges, minimum eluantibes and Lamp longer lead tines. Consult mprese -mat; vt. I r•18, Clrar CerUNeation: ul I istM to U.S. and Ganadian safety stirida"k for wit BT -28 or locations. fixture manufacturer shall employ a quality program that is certified to meet the ISO 9001:2000 standard. Ixsu CAUTION: Fixhrres must he grourxk><l in ac(7xrl.+rxe with la-al cork's HutI I or the National Electrical Cade, railum. to cks so may result in sohous LWdInp, Inc.personal injury. 02003 KIM LIGHTING INC. - F,O. BOX 60080. CITY CF INDUSTRY, CA 9171&0080 - TEL: 626:966 -5666 - FAX: 6261399 -2695 5600403076 AlAt AR The Archetype M WHIM revision 3/17/03 • ar.pdf Type: Job: Page: 5 of 5 Optional Features Vertical SllpfltEerMounts Allows fixture with standard support arm to he Cat. No. includes Mounting mounted to poles having a ?` pipe -size tenon r} Cat. No. (See right) ( O.D. x 4'7:'• min. length). All mounting configurations can be used t1A, 214, 2L, :3T, 3Y, 4C). square or round die -cast aluminum with flush cap, Vertical scoured by four 3 /P'stainless steel set point alien screws, — slip'itter finished to match fixture and arm. Pole with 2' pipe- size Mount NOTE: 3Y only available: as round slipfliter. tenon (by others) by Kim Cat. No. 41IMP mcgtpo Cat. No. dvlountingConfiguration L VSF-1A C SVSF -1A 1A - single arm rix)unt L:1 VSF-28 Stainless j C SVSF -28 2B - 2 at 180' I VSF-21L -- steel set — i I SVSF -2L 211. - 2 at 90" VSF3T screws • SVSF -3T 3T - :3 at 90 VSF 3Y - 3 at 120" VSF30 Round Square [_ SVSF•4C 4C - 4 at W. 0 2003 KIM LIGHTING INC. • PO. BOX 60000 CiTY OF INDUSTRY. CA 9 1 71 6-0080 • TEL: 626•'988 -5866 - FAX: 62&'369.2695 5600403076 AR The Archetype 1 V revision 3 • a Type: Job: Page: 2 of 5 tl Standard Features Mounting 3Y conflation is available Plan View: 0- 0 - 0 44 Wall Mount f r I OnUrUtInUeSUnY reduce houseside reflections. Fixtures with the optional V 10' /." page 2.EPA: 1.2 2.4 2.0 3.2 3.2 3 .9 n/a aluminum shield that passes streetside light and blocks Cat. No.: CI 1 A :7 2B CJ 2L C:' 3T'3Y _.-14C 71 1 W Fixture Cat. No. designates fixture G '>\1 and light distribution.Flat lens polycarbox+ate lens Photocell ReceptacleSeetheKimSite /Roadway Optical Systems Catalog for light Distribution: Type N lyplc Ili Tyra+ IV lypx aondelailedinformionofoin HSC For use with all fixtures with convex glass roivvarilTilrow eSquare reflector ( and Full Cutoff Full Cutoff Full Cutoff roll Cutoff application.Cat. No.: I AR2 I I AF131 AR4 I AR5 Electrlical Module Git. Nos, for Cle(trical Modules available: S - .slave unitfs) HPS = High Pressure tamper- Resistant latch 1150HPS120 11 250HPS120 400HPS120 175MH120 Sodium fixture mount (by clt+ers) 1150HPS206 1L 250HPS208 1400HPS208 0...11T5MH2O8 MH =Metal Halide 7150HPS240 f _ 250HPS240 1400HPS240 175MH240 PMH = Pulse Start r, 4ivex Glass Lens I ISOHPS277 11 ,:2WHPS277 1400HPS277 1751111H277 Metal Halide Horizontal Slipritter J 150HPS347 E ' 250HPS347 400HPS347 175MH347 Terminal Block: (For field wife camectiorls.) D 1 L: 250HPS480 J 400HPS480 E 175MH4 the housing inside the electrical compartment. Accepts 14.4 wire. Factory prewired to electrical module Lamp G -23/, Clear I r•18, Clrar F. -18, Clear BT -28 or TB Et}_29_ Clear Air Filter: Allows for ventilation through the optical Socket Mogul Bay.Mogul Base v3o ul Liasee A1c ul &is(.o ' Multi -layer disc assembly mounted on solid wall Air Filter between optical compartment and latch cavity. Pin - Oriented Ll AF ANSI Ballast I S•55 S -50 Lamp Lamp Line T Watts 1Y11e volts U 250MH120 1. 400MH120 1250PMH120 a 400PMH120 400 HIPS 277 J 2SOMH2O0 C 400MH2O8 25OPMH2O8 L 40OPMHM 125OMH240 I ' 400MH240 125OPMH240 l l 40OPMH240 I 250MMM 1 400MH277 J 25OPMH277 C 400PMH277 a 25OMH347 f.:' 4001111111047 1250PMH347 1:.. 4WPMH347 J 250MH4 C 400MH480 250PMH480 i.-14WP lamp BT -28 or - -ED. 28, Clear —ED-28, Clear EC) -28, Clear EL) - 28, Clear Socket Mc;ul RatBase Mogul 13,15V W81,11 Base Mogul BasePiPinOriented ANSI Hallast M -58 M -59 4138 M -135 Type Finish Color. Black Dark Bronze Light Gray I" latinum Silver White Custom Color' Super TGIC powder coat Cat, No.: Ll BL-P DB-P J LG -P 1D PS-1p WH -P E CC-P paint over a chromate conversion coating.Custom colors subject to additional charges, minirmuin quantities and extended lead times. C:onsull representative. Custom coke des( :ription: 0 2003 KIM LIGHTING INC. • PO. PDX 60090 CITY OF VNDUSIRY, CA 91716.0080 • TEL: 5261968.5666 - PAX' 626/369.269!; 560C403076 1 AR The Archetype' MLIGHTM r 3/ 17/ 03 • agxlf Type: Job: Page: 4 of 5 4; Optional Features Houseside Shield Gat. No. (See right) O No OPT Types 11, NI, and IV only). Fixtures with the standard flat glass lens are available with stamped aluminum louvers that pass strM. side light and blockck house.side 44 at. No. 1 W Select from Mounting on light, and a blackened panel added to the reflector to reduce houseside reflections. Fixtures with the optional V 10' /." page 2. convex glass lens are available with a formed c aluminum shield that passes streetside light and blocks y houseside light, and a black anodized pianel added to HS HSC the reflector to reduce ho uses.ide reflections. Use with for flat Ions for convex lens or clear lamps only, as coated lamps reduce effectiveness.polycarbox+ate lens Photocell Receptacle Cat. No. Cat. No. DA -25 i HS Recommended for use with clear lamps only.Effectiveness is reduced for coatecl 1.] NO Option lamps. Not for use with Type V light distributions. HSC For use with all fixtures with convex glass lens. Not for use with Type V light distributions. require one tixttlre with a receptacle. Four fixtures ItrrrpewResistant Latta Cat. No. I ITL Standard die-cast latch is provided with a captive 1032 stainless steal flat s(wket -head screw to prevent D No Option unauthorized opening;. M s i s ^ 26 s ss s NOTE: Required only fit vandal protection in locations Fixture with Photocell Receptacle where fixtures can be reached by unauthorized persons. S - .slave unitfs) tamper- Resistant latch Hot km tal SlliAtter Mount Replaces standard mounting arm with a sliptitter which Davit -arm with 2' pipe -size Cat. No. HSF allows fixture to be mounted to a horizontal pole fixture mount (by clt+ers) L I No Option davit -arm with 2" pipe -size mounting end (2 O.D.). 2' >'_ " L1 No Option Cast aluminum clamp -type slipfitter with set screw anti- rotation lock. Bolts to housing from inside the T electrical compartment using mounting hole, for the r, 4ivex Glass Lens Polyearbonab Dens standard suplp rt arm. Davit -arm must be field drilled at Cat. No. C; +LS 1 Option a set screw location to insure against fixture rotation.Horizontal Slipritter finished to match fixture.Mount by Kim Special Options for Terminal Block: (For field wife camectiorls.) Street Lighting 85AMP, 6(X)V box clamp terminal block mounted to Terminal Block Cat. No. (See right)the housing inside the electrical compartment. Accepts 14.4 wire. Factory prewired to electrical module quick- disconnei t plug. TB No Option Air Filter: Allows for ventilation through the optical chamber, filtering all air particles above 500 microns. Multi -layer disc assembly mounted on solid wall Air Filter between optical compartment and latch cavity. Ll AF No Option 02003 KIM LIGHTING INC. • P.G. BOX 6080. CITY OF INDUSTRY, CA 91716.0060 - TEL. 626-'966.5666 • FAX: 6261369.2695 5000403076 Ak I ; detail.aspx ?groupid =121 r An BEGA/US www 15 1/5/2007 Lic. No. 038196 08/07/07 10NAL Ifill HURT PROFFITT SHEET N0. C 800 Optional Features V& Motsttklg 0rir walls fxtu . mounted to )our(d concrete wa I. cxa Ap 44 at. No. 1 W Select from Mounting on modified support arm is provided with side aco-.s to allow field lices within the arm. A wall embedment bracket (WEB) is to accept draw I.lolts, and a V 10' /." page 2.provided 5'/-trim plate covers the wall - embedded luncti(x) Box. All y wall mount co mporvents arc tinishcd to nkitch the fixture. Wall moan[ using wall emx;dmont bracke: -J -oox in wall (by others) Photocell Receptacle Fixture supplied with A fully gasketed receptacle above Cat. No. DA -25 the electrical compartment for NEMA base photocell 1.] NO Option by otht.'rs). ror ali multiplc -flxturc' px)ie mountirigs with two or three fixtures, one fixtures has a recepfacie to operate the others. Four fixtures (250 watt or less) also require one tixttlre with a receptacle. Four fixtures 400 watt) require two fixtures with fcveptacl". Mounting (we page 2) 1A, 14V s M s i s ^ 26 s ss s Fixture with Photocell Receptacle S - .slave unitfs) 2L 31; 3Y 4C 1C Allowable wattage per fixture: 150 -400W 150 -25CKV 40OW Convex Glass Lens The %'thic•k clear convex tempered glass lens replaces Cat. No. CGL the standard flat glass lens. Provides increased lens 2' >'_ " L1 No Option presence and provides a subtle improvement in uniformity where px)le ,pNicing is extl'eme, Increases-T effectiveness of houseside shielding.r, 4ivex Glass Lens Polyearbonab Dens Fixture supplied with a one piece vacuum fon c lear, Cat. No. C; +LS 1 Option UV stabilized convex polycarlxmate, fully pasketed, replacing the standard ternpeied glass, lens. 250 watt maximum. May be used with 4001-IPS in outdoor 1location% where ambient air temperature during; fixture 3 .operation will not exceed 85 °F. CAUTION: Use only when vandalism is anticipated to p= >arbonate ter.,be high. Useful life is limited by UV discoloration from sunlight rind metal halide lamps. 02003 KIM LIGHTING INC. - P.O. BOX 60090, CITY OF INDUSTRY, CA 91716-0080 -TEL. SM968 -5666 - FAX. 626/399 -2695 5600403076 BEGA/US Architectural Lighting Fixtures Page 1 Surface wall - symmetrical distribution a Designed for down lighting for interior and exterior locations featuring highly efficient symmetrical light distribution. Meets full cutoff requirements. Wall mounted luminaires with die -cast aluminum canopy. Anodized aluminum reflector with clear tempered glass. U.L. listed, suitable for wet locations. Protection Gass: IP 44 Finish: Standard BEGA colors. Lamp Lumen A B 6330 (1)1DOW A-19 MED 1710 11 2031. Specification Sheet Submittal Drawings Photometry Application Photos Estimated Lead Time Copyrlght 2005 BEGA/US. All rights reserved. AR The Archetype revision 3./1 • ar.pd Type: Job: Page: 3 of 5 and Products Surface wall - symmetrical distribution Designed for down lighting for Interior and exterior locations featuring highly efficient symmetrical light distribution. Meets full cutoff requirements. Wall mounted luminaires with die -cast aluminum canopy. Anodized aluminum reflector with clear tempered glass. U.L. listed, suitable for wet locations. Protection class: IP 44 Finish: Standard BEGA colors. Page 1 of 1 Lamp Lumen A B 6387MH (1) 100W ED-17 MH 8800 20 Ste 3571 Copyright 2005 BEGA/US. All rights reserved. W Z z Z a c Z W H w Ul Ul Q w O J Z z t —O zgal -ALL.L1 a C) > LLI Z L16 c N O W OF = 6/ 0 - i;TaZCNIZ044 In } O M M N J 00 -V -t 4 : 01:6 aa- O CX w O w Z a O V a W O J Q a W W W Cam 9 = J 0 a ZHa Lr) 0 Z W a J J a(A W 00 J V a V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR 1 3 1011041071 PER COUNTY COMMENTS I Aug 06, 2007 - 6:31pm V: \LandProjects \20050260 \dwg \DETAIL- R1.dwg Luminalre Location Summary SegNo Label X Y Z Orient Tilt 1 A4HS 11490214.25 3916974.25 20 325.151 0 2 A4HS 11490214.75 3916889.5 20 34.54 0 3 A4HS 11490253.25 3917030.75 20 324.964 0 4 R3 11490305.75 3917093.75 10 144.728 0 5 R3 11490306.25 3917090.25 10 233.13 0 6 R3 11490316.75 3917109.25 10 144.728 0 7 R3 11490321.75 3917079.25 10 233.13 0 8 A3HS 11490326.5 3917072 20 234.077 0 9 A4HS 11490328.75 3916793.75 20 57.456 0 10 A32 11490361 3916970.25 20 54.123 0 11 R3 11490392.75 3917216.75 10 145.176 0 12 R3 11490403.75 3917232.25 10 145.176 0 13 Ai 11490407.75 3916845.75 20 144.058 0 14 A2 11490422 3917107.75 20 323.918 0 15 A3HS 11490449.25 3916898 20 144.058 0 16 A32 11490450.75 3917033.5 20 58.989 0 17 R3 11490458.25 3917170.75 10 325.008 0 18 R3 11490469.25 3917186.25 10 325.008 0 19 A2HS 11490484.75 3916962 20 144.058 0 20 A32 11490502.75 3917117.75 20 58.989 0 21 A2HS 11490535.25 3917039 20 144.058 0 Numeric Summary Label CalcType Units Avg Max Min Avg /Min Max /Min SITE Illuminance Fc 1.29 12.4 0.0 N.A.N.A. Statistical Area Summary Label Avg Max Min Avg /Min Max /Min TYP PARKING LOT 2.94 10.5 0.9 3.27 11.67 WACHOVIA RIO ROAD LUMINAIRE SCHEDULE TYP SYMBOL QTY DESCRIPTION LUMENS F KIM LIGHTING, 1A AR2 25OMH120 DB -P HSa2 23000 1.00 A4HS KIM LIGHTING, 1A /AR4 /25OMH120 /DB -P /HS4 23000 1.00 A3HS KIM LIGHTING, 1A /AR3 /250MH120 /DB -P /HS3 23000 1.00 A32 4 KIM LIGHTING, 2B /AR3 /25OMH120 /DB -P g 3 23000 1.00 A2 KIM LIGHTING, 1A /AR2 /25OMH120 /DB -P1 1.0023000 R3 b 8 BEGA, 6387MH 1.00 8800 FIXTURES MOUNTED ON TWENTY FOOT POLE ' R3 FIXTURES MOUNTED ON WALL TEN FOOT AFF o. o. 0. O O.0• o. 0 0. o O. 0 0 0. 0 0 O. °' O O. O O. 0 O. 0 0 O. O O. ° O O. o 0 0. ° 0 0. ° o O. o ° O. 0 0 0. ° 0 0. 0 0. ° 0 0. 0. 0 0 0. 0 0 0 0 0• ° o o. 0 0 0. 0 O 0. 0 0 O O. 0 0 0, 0 0 0• o o. 0 0 O. 0 0 0. o o. 0 0 O. 0 O O. 0 0 0. 0 0 0 ' ° o o. 0 ° o. o o. 0 0 O. 0 0. 0 . 0. ° 0. ° O 0. 0 0 0. 0 0 0. 0 0 0 . O. 0 0 0. 0 0 0. o O. 0 0 O. 0 0 0. ° ° 0 O O. 0 0 0 0. 0 0 0. 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" - _ _ =--' ;' .- `-, -_. a . ` , 1 ,...., - O O O. o - - o _ ._3 ° _ O o. o O O. 0 ° O. o ° °, ° O O. o o p 1. 0. - , -., _ ° _._ ..._. -_ O O. -- - 9 .,. o ° 0, O• °O. 0 0 O. o O O. 0 0 O. 0 4 .._.._ -o Q,,. c_O. o ° 0, ° O O. 0 0 o _,_._ Q O. O O. 0 0 O. 0 0 O. o O 0• O O. 0 0 0. 0 0 O o ° O _...._ _,,: o._.. 0 O O. 0 0. o ° 0 o °. ° 0 ° o °, °° 0 °o ° ° o o. °° ° ° o ° o. °° 0 ° o ° °° 0 K I N CAI D B RYANT 0 0. o O. 0 0 O. 0 0 0. 0 0 0. 0 0. 0 0 0 0 0 0. 0 0 0. ° 0 0 0• ° o o. 0 0 0. o ° CONSULTING ENGINEERS 0 0 0 0 O . 0 0 0 0 ° 0 0 0 0 0 ° A PROFESSIONAL CORPORATION w z z z a • c z C W H,W 0 Q Oo 0% = J ZzOzNOQ Q cc < I- * U. W L` a O > z G QO gmNrWV UN a Z N Z 0 4 4LA } O M M N J 00 -V 1-T O Z IX w O > w I- z O V Z a W 0 sa CL W W Z ola Z D a Milli Q W a m =J Q W 00 V °G Q V PROJECT NO. 20050260 G. L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 07/05/06 DRAWN BY: BJW /DMK CHECKED BY: DMK HURTPROFFITT o O O. 0 0 0 MECHANICAL ELECTRICAL PLUMBING • FIRE PROTECTION • VALUE ENGINEERING SHEET N 0OO. o . o O P.O. BOX 3476 • LYNCHBURG, VIRGINIA - 24503 725 CHURCH ST., 7 F - ALLIED ARTS BLDG - LYNCHBURG, VIRGINIA • 24504 51. IL • O PHONE: 434 -646 -6510 • FAX: 434-385-9059 1 2 112101106T --12 O1 06 PER COUNTY COMMENTS Auq 06, 2007 - 6:31pm V: LandProjects 20050260 dwq current_LIGH TING. dwq LANDSC KEY Shrubs & Groundcover Trees Abelia x grandiflora Glossy Abelia O Prunus laurocerasus "Otto Luyken" Quercus shumardii Otto Luyken" Laurel Shumard Oak O Ilex glabra "Shamrock" Shamrock" Inkberry Cornus serica f. baileyi Bailey's Red -twig Dogwood Acer rubrum "October Glory" October Glory" Red Maple Ilex x Sparkleberry Sparkleberry" Winterberry Holly 0 o Magnolia x "Betty" Betty" Magnolia Betula nigra "Heritage" / ` \ VIRGINIA ELECTRIC AND POWER COMPANY Heritage" River Birch \ MAINTENANCE EASEMENT Aronia arbutifolia "Brillion tissima" / 1 .-, ` _ 18" OAK \ - 9.E 525 PG. 472 -- c Brilliant Red Chokeberry 1 . o Buxus "Green Velvet" -, \\ _,\ ;' \\ \ h0 BURNING BUSH ' r' ` k' QGreenVelvetBoxwood1j 16 OAK Jl9 ER 1 / r JU I ER ( TYPICALOLEOF 13) LIGHT POLE %r 3 O o / i 0 < LIGHT POLE; TYPICAL 1 OF 13 ,Fothergilla gardenii ( ) Village 1 / '. 16 LANIE TA8E 16') AN T EE (TYPICAL 1 OF 13) 'Dwarf Fothergilla i Zelkova serrata Village Green - EE'C. e0x / ; Village Green" Zelkova ' i -- Spirea japonica Little Princess ' \ •,- ••....... .......... • - - - -- _ ._._. - - - -- , Little Princess Spirea - - _ \ / c o \ o .. ^ ^ a- .... -- : ;EX: SFtRIJB GR ©FTk ... - -- T 1 EX. SHRUB GROWYF f D0GL06 •_\._,, . ONUl7' 1 D•a. DOGWO- \ 1 1aNandinadomestica "Firepower" vIR E -CTRIC AND P ASE , IFirepowerNandinaU - _ _ - - - Lagerstroemia indica "Natchez" E EASEM - •A} Natchez" Crapemyrtle ° - - UTI ITY ASCO ) -Taxus x media Densiformis _ S Densiformis" Yew / ---gg 8 P __ --sss _SS_ ° 1 1VIcf 1 ;LIGHT POf UTILITY EASEMENT P IViburnumdavidiiAmelanchierrandiflora "Autumn Brilliance" ' - - - - - -- - - — - - - - - - ERTY - -- David Viburnum g - -- - -- -- - -- -' '` Overhead Utility Line ' E. 50 ° , < < (TYPICAL Autumn Brilliance Serviceberry \ ,, ` -" - - LIGHT POLE Approx. 20' Height , Juniperus chinensis var. sargentii + \ ___ (TYPICAL 1 OF 13)F #0 1 Sargent Juniper Ilex x aquipernyi "Dragon Lodi I ,Dragon Lady Holly ` 1 ` LIGHT POLE Hameli c • Pennis ecuroi es \ \etum atop d \ (TYPICAL 1 OF 13) Dwarf Fountain ros \ "G s Cercis canadensis / E 1RUB GROWTHncn , 1o6 o Hemerocallis "stella d'Oro" Redbud \, Stella d'Oro" Da it with . D D Lirio pe muscari "Varie ata" ' • . -- ° ;ETERMINE • Variegated Liriope > > / I , i DESTINATION r Little Gem Magnolia1_ rt M unExitingTree (Typ.) __0IIMA 11'"M 1 tit MI TM 61 122 11 , m1O 13) By Su'p-T, E MERGERS BRICK BLDG. ON Uj A,,. /sue r *OA rA inu A . ..I r / / % /aA1 / / /ALE D /Ooo"o• u 000 (TY , , I • 00000000uo ° .0000o °,_' ' ` • opo o ^ 000 ° ' I •i ° Al 9001 asj u . •100 ° ` col t •41 00 POLE —4 ,lo • o , O 9 1 ® — ___ / \ \' ' , 000° °eb Q ` r IGHT POLE o GROWTH TMA 1 p O oo° A •f00 1 • O O oo • 1 ALL EXISTING Iwo, o AN[ JANET . . • © • -, - ICI 1fi/ I cproo, // PROPERTY LINE TO D • i o'" ''+ ±'-- %!tw11'r ,''Aq'T-- ,- ,- — , 000 _ !' •%' i its «; _. _ ftO,1 ,t' '' r' - ff , il _ •• t % `- ' -L . p ,+ , 4 Ski :!. .Y. rI'1 I i ° C ® 00 ` 1 r ra. ! r LZ . ' / ,.:. MAKA l 1 !!/ - J IAs o1 oo' oo o ,•o "ao : i "` . ' , . •.; r r,o O O IplpO O .Oer_.e Ls\ (y 1"o< *'O , r Ou . . ` ri 0 O,o .'.!l ' .t 1J ' ' !j`' `1 .fir 00 00 0:0 ... .v Q, oaO D° - y OO n o • ` .EE_soo'o ° Ka °s° ° • • I, r P i s i• o yL!111:::) e. o ' OY Ift - - - ' i - • ILI TBACK -EXISTINGBUILDINGSE V i e © ®. - COUNTY COA4MEN eo PER CO PER OWNER COMMENTSe ©. - REVISIONS BY ca CU CU 0 U7 CIO J IIIIIIIII' C 0 0 0 0 4=j 0 W CL 0 0C U) cc 0 0 C) 0 C', Q A 0 O D I RONALD A. No. x'$'07 te p8 DRESSEL JR. 1236 acg con U N w o M d' LPDA DATE: 8 -8 -06 SCALE: 1 DRAWN BY: RAD TITLE: Landscape Plan SHEET NO: L1.0 A A FAV Plant Schedule - Wacholvia: Shops at Rio Road BY Plant Detail QTY Boutanical Name Common Name Size /Height Caliper /Spec Ing Conditl on Remarks Canopy Coverage Canopy Total Trees A 5 Acer rubrum "October Glory"October Glory" Red Maple CU 2.5 cal.B &B Strong Leader 510 2550 A 4 Betula nigra "Heritage"Heritage" River Birch 6' - 8' Clump O B &B 535 2140 A 10 Ilex x aquipernyi "Dragon Lady"Dragon Lady" Holly 6' - 8' CL B &B Strong Leader 48 480 A 2 Magnolia grandiflora "Little Gem"Little Gem" Magnolia 6' min. C B &B Strong Leader 182 11164 r A 13 lQuercus shumardii Shumard Oak 13.5 cal.B &B Strong Leader 1419 447 A 11 Zelkova serrata 'Village Green'Village Green Zelkova 3.5" cal.B &B Strong Leader 452 4972 Flowering Trees A 3 Amelanchier x grandiflora "Autumn Brilliance"Autumn Brilliance Serviceberry 6' - 8'B &B 130 390 A 4 Cercis canadensis Redbud 6' -8'B &B 124 496 A 6 Lagerstroemio indica "Natchez"Natchez" Crapemyrtle 8' min. SCALE: 1 "= 20' -0" B &B DRAWN BY: RAID 77 462 A 1 Magnolia x "Betty"Betty" Magnolia 6' -8'B &B 82 82 Shrubs B 4 Abelia x. Grandifolia Glossy Abelia 36"5 gal.Full 14 6 B 6 Aronia arbutifolia "Brilliantissima"Brilliant Red Chokeberry 24"3 gal.Full 7 42 B 26 uxus x "Green Velvet"Green Velvet Boxwood 18"36"3 gal.Full 10 260 B 5 Cornus serica f. baileyi Bailey's Red --twig Dogwood 24"6'5 gal.Full 72 360 B 31 Fothergilla gardenii Dwarf Fothergilla 18 48"3 gal Full 3 93 B 95 Ilex glabra "Shamrock"Shamrock Inkberry 24"36"3 gal.Full 23 2185 B 5 Ilex x "Sparkieberry "Sparkleberry" Winterberry Holly 3'5 gal.Full 41 205 B 46 Nandina domestics firepower Firepower Nandina 15 "30 11 3 gal.Full B 97 Prunus laurocerasus "Otto Luykens"Otto Luykens" Laurel 30"54"B &B Full 10 970 B 20 Spirea japonica "Little Princess"Little Princess" Spirea 18"30"3 gal.Full 7 140 B 19 Taxus x medis , Densiformis"Densiformis Yew 24"42"B &B Full 28 532 B 6 Viburnum davidii David Viburnum 24"36"3 9a Full 38 228 t"3rottndcover C 1 79 IJuniperus chinensis "Pfitzeriana Glauca"ISargent Juniper 1 160"13 gal Full 11 1869 Annuals/PerennialsGrasses D 292 Hemerocalis "Stella d'Oro"Stella d'Oro Daylily 18"1 gal. D 643 Liriope muscari "Big Blue"Big Blue" Liriope 12"1 gal. D 29 Pennisetum alopecuroides "Hameln"Hameln Dwarf Fountain Grass 30"1 gal. r i i i i I I I Total Canopy Coverage 16,480 5TREET TREE OALOULATION5 LINEAR FEET OF ROAD FRONTAGE —545 Required Trees — — — — — -- — — 15 Proposed Trees — — — — — — —18 Existing Trees — — — — — — — 51 TE OANOP"' COYER CALOULATI ON5 51TEAREA ---- - - - - -- 2.'I5ACRES 10% REQUIRED — — — — — — — — I Ig1O 5F REMAINING TREE COVER -- — — — — 256 5F PROPOSED COVER — -- — — — — 16480 5F SET TRUNK PLUMB I RUBBER HOSE SECURED WITH — WIRE OR APPROVED TREE TIES DOUBLE STRAND WIRE ATTACHED TO END OF STRIPS (NOT AROUND TREE) OR APPROVED TREE TIES TWO WOOD STAKES SET 180 DEGREES APART FINISHED GRADE 3" OF MULCH 4" COMPACTED EARTI SAUCER (NOTE, IN PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER ALL BEDS WITH 3" OF MULCH, MINIMUM) EXISTING GRADE TILL EXISTING 501L REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL UND15TURBED 501E NTS TWO TIMES BALL DIAMETER PLANTING SOIL MIXTURE C TYPICAL PERENNIAL PLANTING SECTION ELEVATION NTS It BHT V' EOM NOTE: ALL SOIL IN PLANTING 131205 15 TO IZ TILLED TO THE DEPTH OF THE ROOTBALL D TYPICAL BED EDGE SECTION ELEVATION NTS PARKING LAND50APE AREA OALOULATION5 PARKIN& AREA — --- — — — — — — 5lg54 5F 596 REQUIRED — — — — — — — — — 25g1 SF AREA PROVIDED — — — — — — — 5560 SF SET PLUMB FINISHED GRADE,.- 3" OF MULCH 3" COMPACTED EARTH F SAUCER (NOTE, IN PLA THE COMPACTED EARTH SAUCER AND COVER ALL BEDS WITH 3" OF MULCH, MINIMUM) EXISTING GRADE TILL EXISTING SOIL REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. ROUGHEN ROOTBALL FOR CONTAINER GROWN STOCK. TYPICAL SHRUB PLANTING fur n ° i ,iu iiiLn!i!rm!! TWO TIMES BALL DIAMETER PL/ASTIG FENCING - 40 INCH HIGH INTTL'RNATIONAL ORANGE' PLASTIC P0XyffrHTU%W WEB PEWINSS SECURED TO I CONVENTIONAL METAL 'T' OR 'U' P00ST8, DRIVEN TO A MINMUM DEPTH OF 16 II INGE5 ON 4 -FOOT MINKM CCHTER5. FERCe SHALL BE INSTALLED AT THE A14" THE TREE DRIP LINE. 1W. Conservation Flan Checklist NOTES IF FENCING CANNOT BE INSTALLED AT DRIP LINE, INSTALL FENCING AS FAR AWAY FROM TRUNK AS POSSIBLE AND STILL ALLOW CONSTRUCTION ACTIVITY. SEE PLANS FOR CONSTRUCTION LIMITS. NOTE: I.TREE PROTECTION SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL COMPLETION OF DEVELOPMENT SITE. 2. PRESERVATION AREAS SHALL Be PROTECTED FROM STORAGE AND /OR MOVEMENT OF HEAVY EWIPMENT. Project Name: Firth: Cominle Conservation Plan Meawge Descrintinn U 1. The following i1cirris shall be shown and Ldontificd on the : Trees to be preserved and protected. Limits of clearing shown no closer than the outside drip -line, but not less than 5 feet from the face, of the trees to preserved and protected. Location and type of protective fcncing. Detailed grading information in areas where grade changes may require tree wells or walls. Tunneling or trenching proposed beyond the limits of clearing. 2. Marking State clearly on the plan that "All trees to be preserved and protected shall be marked with paint or ribbon at a height clearly visible to equipment operators. No land disturbing activity shall begin until the tree marking has peen installed by the contractor and inspected and approved by the County Fngineering Department ". 3. Eua iament Operation and Storage State clearly on the plan that "Heavy equipment, vehicular traffic, and the storage of construction materials and soil shall not be permitted within the outside drip -line of trees to be preserved and protected". 4. Lrpsion Control Measures and Stormwater Management 1acilitics Temporary erosion control measures and/or permanent stormwater management facilities locations shall he cotiidinated such that they shall not adversely affect trees to he preserved and protected. U 5. Fires State clearly on the platy that "Fires shall nut be periviiaed within 100 feet of die outside [trip -line 01 Lees to be preserved and protected". 6. Toxic Materials State clearly on the plan that "Toxic materials shall not be stored within 100 feet of the outside drip -line of trees to be preserved and protected ". 7. Promotive Fencine Tree protective fencing shall be shown and identified on the plan for all trees that are to be preserved and protected and are located within 40 feet of a proposed building or land disturbing activity. State clearly on die plan that "Nei land disturbing activity shall begin until the tree protmtive femiug has been installed by the contractor and inspected and approved by the County Engineering Department". 8. Tree Well When the ground level: must be raised within the drip -line of a tree to be preserved and protected, the plan shall show, identify, and provide a detail for a tree well. 9. Tree Walls When the ground level must be lowered within the drip -line of a tree to be preserved and protected, the plan shall show, identify, and provide a detail for a tree wall. 10. 7rencl)iAg..$c. Tonnelin8 Indicate on the plan where trenching and tunneling will be necessary within the limits of tree protection or beyond the limits of clearing. State clearly on the plan that "When trenching for any kind of underground water, sewer, electrical, cable, telephone, or other utility service is necessary within the limits of tree protection or beyond the limits of clearing, the separation from the trunks of trees shall maximized to the furthest extent possible. Tunneling shall be required when deemed, by the County Engineer, that trenching will significantly damage feeder roots of trees to be preserved and protected ". 11. tlamaNd Trees & EMpacted Root Zones State clearly on the plan that `Any damage to the crown, trunk, or root system of any tree to be preserved and protected shall be repaired immediately, in accordance with the practices in the Erosion & Sediment Control Handbook. Care for serious injuries shall be prescribed by a professional forester or tree specialist. State clearly on the plant that "Soils which have been compacted, over the toot cones of trees to be: preserved and protected, shall be aerated by punching holes with an iron bar every 18" over the root zone. The bets• shall be driven I2" deep and moved back and forth in each hole until the soil is loosened ". 12. Removal of Temporary Protective Measures State clearly on the plan that "Tree protective measures shall be the last of the temporary erosion control plan measures removed during the final clean -tip ". Completed By: Designer Date REVISIONS BY CU 0. CU CU J C 0 0 O cu U) CL 0 r U) 4mi C 0 r co 0 0 U E O G RONALD A. No. DRESSEL JR. 1236 e, 0 • P1 As l• !! W r a ' g py V Z f t" W v LPDA DATE: 8 -8 -06 SCALE: 1 "= 20' -0" DRAWN BY: RAID TITLE: Landscape Plan SHEET NO: L2 .0