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Home My WebLink AboutSDP201400011 Letter of Revision Letter of Revision 1 2015-11-10 (2) oy "AIN k sf:: I}��31A COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville,Virginia 22902-4596 Phone(434)296-5832 November 10, 2015 Robert H. Rosenthal &Harrison Nesbit Trustees P.O. Box 7463 Charlottesville VA 22906 RE: Letter of Revision(LOR)# 1 for SDP-2014-11 Revised Site Plan of Jim Price Auto Tax Map Parcel 04500-00-00-06800 Dear Sir, This letter is in response to the attached LOR request letter dated June 18, 2015. The Department of Community Development hereby grants approval of a LOR for the improvements described in the letter and shown on the attached plans dated October 21, 2015. The current proposal modifies the previously approved minor site plan amendment by updating private water and sewer connections onsite. Additionally two bollards and a striped island have been added to the rear project area. This is the 1st LOR for the site. Three(3) Letters of Revision are allowed, after which all required changes must be submitted as a site plan amendment. Sincerely, Christopher P. Perez Senior Planner Attachments: Letter of Request&application Site Plan Changes—Show up on all sheets (Sheet 1-10) Copy: c/o Mike Myers SDP-2014-11 5 *41.la is 4 Dominion 172 South Pantops Drive i Engineering Charlottesville,VA 22911 .0' 434.979.8121 (p) 434.979.1681 (f) s °rs s DominionEng.com June 18,2015 Christopher Perez Senior Planner Zoning&Current Development 401 McIntire Road Charlottesville, Virginia 22902 RE: SDP201400011—Jim Price Truck Maintenance Facility—Letter of Revision#1 Dear Chris, With this letter, enclosed please find our application for a letter of revision, review fee, and four(4)copies of the revised minor site plan amendment showing updated private water and sewer connections. Please note that his letter of revision was requested by the building inspector. The purpose of this letter of revision is to add a separate private sewer lateral for the interior trench drains that connects to the existing oil/grit separator. The sewer lateral for the building plumbing fixtures (bathrooms, sinks,etc.) has been revised to connect just downstream of the oil/grit separator. As a result of this adjustment,the private domestic and fire water service lines have been revised. Please refer to highlighted plan changes on SP3 and profile changes on Sheet SP4. We thank you for taking the time to review this revision. Please let me know if you have any questions or require additional information. Very truly yours, Mic`iael Myers, P.E., C.F.M. Attachments Cc: Paul DeFoggi Jerry Halfant Page 1 of 1 Application for Letter of Revision --* s Le/t�ter of Revision=$100 Final Site Plan Name and Number: 1 M 'F1`I tom- r- tA6A4 E3�t-f Y� .5'D? Zo 4- dc,,Cl M ees Contact (who should we contact about this project) �� y-______ Street Address t 7 2- 5 ' F Dr t , J — — City t. 4014° 'S V t 1 Z State VA Zip Code Z'"1 t L 1 Phone Number 4.3 ( - t ( 8 1Zt Email }4 te(5 L d J/a t Y) - 7 CO/1') �Y Owner of Record .b.er t ?al - trrtw Street Address 0 . )< 7 -0O3 City(Jul 0rt, ,GJ'((t/ State A Zip Code V1&6, Phone Number ' Z20 • 58 tP 8 Email j trva I P Applicant � epe_ czS C)wit er Street Address City State Zip Code ^_ Phone Number Email SUBMITTAL REQUIREMENTS: l / e appropriate fee, E1 a site plan number that the change applies to, request letter describing the proposed changes from the owner or authorized agent, IT 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11"X i T'copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my k . d_ : d •, lief. G - S ignatur,or'Wner, appl Date JLitCdi C-) A y-e rS �' q79 - /Z/ Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY S LOR /� J� SCA 1 ee Amount$16{/.00 Date Paid 6,"*�,g— 3v who" R Ce. , _Receipt#t 1 Ck# c D( By: _ County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 REVISED 06/10/2015 Page 1 of 1 MINOR SITE PLAN AMENDMENT FOR JIM PRICE AUTOMOTIVE � � 1 r • nj r fti it • • • • , • J , 11 • • , ' , A , , • Location Jim Price Chevrolet Date and Time of Test 8/8/2014 9.tf A M Minutes of Flow 4 Pressure Hydrant Static Pressure (psi) Residual Pressure (psi) FlowHydrant #Y 1£1552:' Flaw Hydrant #2 ! 101833: flaw Hydrant #3 Total Estirnated Flow pm) Estimated Consumption (gal) A3rUWXQ2 f.''alculation (8Pm (Valatr of zero indloto arrsufflri@att pr 10553:' 77' 6 Pitot Pressure #1 (psi) 40 Test Flow f#1(gprrl) 884 Pitot Pressure 92 (psi) 40 Test Flow #2 (8prn)' ' 884 Rittat pressure #3 (Psi) Test flow #3 (gpm)' 1.,7i1 7,072 4,298 essurd drop for caiculaaior) Comments More flow was available. The hydrants were not opened fully due to potential damage to the cars. FQr method Of calculi tins pi toi flow wlih a difftaw u wa eq-13, vdAW and Gates ortirle IZO iolx d t0anWWent and C3Rer O n , #WWA Witestscor[ 3,109 main 2.5discharge nntreGurl ss sthexuisesP£xattidj Signature of Testen ` % , •' - ......_ .. _._ ._,; , MaNd R August 28, 2014 Francis MacCall Principal Planner Zoning & Current Development 401 McIntire Road Charlottesville, Virginia 22902 RE. SDP201400011— Jim Price Auto Dealership — 2150 Seminole Tralll, Albemarle County, Virginia Dear Francis, Please consider this confirmation of your August 19, 2014 discussion with Michael Myers of Dominion Engineering in which you discussed that all of the existing light poles and fixttures at the referenced site are grandfathered from the current "Dark Sky Ordinance" regulations in the Albemarle County Zoning Ordinance since they were installed prior to the date of the ordinance. To this end, we hereby certify that all of the existing site light poles and fixtures were installed prior to the August 12, 1998 enactment of Zoning Ordinance Section 4.17.1, or the "Dark Sky Ordinance." Also, as you had discussed with Mr. Myers, the lights located at the front of the site along Seminole Trail are not required to comply with the June 14, 1989 ordinance prohibiting spillover from parking areas because these lights are located in display areas, and not parking areas. All new lighting fixtures will comply with the current ordinance requirements for full cutoff fixtures and spillover requirements. We thank you for your assistance in this matter and look forward to the approval of our Minor Site Plan Amendment as soon as is feasible. L::i, Sandra Price Amato Legal Representative for Jim Price Count of Albemarle Commonwealth of Virginia On this A-__-- day of l) A!Al! per sonally appeared before m nd acknowledged that he /•••, foregoing instrument. p;.. NO ..ip PUBLIC r i re REG. #101357 s ='t' Y WtMIS�Z K (— (^ ay— Notary Public `* fit nunin�� PO, Box 7483 Route 29 North Charlottesville, Virginia 22906 Phone (434) 817 -1881 Fax (434) 817 -1860 www.jiimpriceauto.com ; NV jO lJ ryam /Z 'c. No. 33028 �sSIONAL SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND SITE DATA GENERAL CONSTRUCTION NOTES: GENERAL V] q U co OYMERIDEVELOPER 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be } m Z Z EXIST PROP EXIST DESCEMON DESCRIPTION ROSENTHAL, ROBERT H & HARRISON NESBIT II TRSTS U/TRUST AGREEMENT & HENRY J. PRICE obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the ABAN ABANDON(ED) MAX MAXIMUM Q CD PO BOX 7463 requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. ....... ............................... PROPERTY LINE :' ::: x 125 Tc TOP OF CURB ELEVATION CHARLOTTESVILLE, VA M06 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. ADJ ADJUST MIN MINIMUM . .. .,, ADJACENT PROPERTY LINE x 125 BC BOTTOM OF CURB ELEVATION co 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be � � o 0 LEGAL REFERENCE & SOURCE OF TITLE: DB 828 -202 installed prior to any clearing, grading or other construction. AHD AHEAD MON MONUMENT CONCRETE BUILDING SETBACK x 125 FL FLOW LINE ELEVATION � 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. MAGISTERIAL DISTRICT: RIO 5. The maximum allowable sloe is 2:1 horizontal: vertical Where reasonably btainable, lesser slopes of 3:1 or better are to be P (horizontal: P APRX APPROXIMATE NIC NOT IN CONTRACT co w achieved. X 125 EOP EDGE OF PAVEMENT ELEVATION SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is BC BACK OF CURB NTS NOT TO SCALE LIMIT OF DISTURBANCE X deemed necessary in order to stabilize a drainage channel. BFE BASEMENT FLOOR ELEVATION OC ON CENTER 0 125 SPOT ELEVATION SOURCE OF TOPOGRAPHY: DOMINION ENGINEERING 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. O Z X 125TW TOP OF WALL ELEVATION 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe-Class III. p�p P�p BIT BITUMINOUS OH OVERHEAD EDGE OF GRAVEL THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part �--t X 12E1W BOTTOM OF WALL ELEVATION w w . 1926). BK BACK PE POLYETHYLENE ..... ....... EDGE OF PAVEMENT THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 10. All retaining walls are subject to separate permit approval. BM BENCHMARK PERF PERFORATED CG -2 TEST PIT LOCATION /BORING LOCATION BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE NEAR EAST CORNER OF SITE = 460.19* GENERAL CONSTRUCTION NOTES FOR STREETS: STANDARD 6" CURB m *DATUM: NAVD 1988 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be BS BOTTOM OF SLOPE PROP PROPOSED cG 3 STANDARD 4" CURB BENCHMARK J obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the CB CATCH BASIN PRVD PROVIDED cc -s IRON FOUND WATER SOURCE ALBEMARLE COUNTY SERVICE AUTHORITY requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. COMBINATION 6" CURB &GUTTER SEINER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY 2. Construction inspection of all proposed roads within the development will be made b the Count The contractor must notify P P P P Y y' Y G12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY CG -7 the Department of Engineering (296 -5861) 48 hours in advance of the start of construction. CENTER RCP REINFORCED CONCRETE PIPE COMBINATION 4" CURB &GUTTER "D UNDERDRAIN THIS PROPERTY IS ZONED: HC, AIA, EC 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for LINE U underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CL CHAIN LINK REM REMOVE FIRE LANE STRIPING DRAINAGE LINE CURRENT USE: AUTO DEALERSHIP AND MAINTENANCE 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be PROPOSED USE: ADD 9,357 GSF TRUCK MAINTENANCE FACILITY installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on CMP CORRUGATED METAL PIPE REQD REQUIRED .4 Be BUILDING ENTRANCE RD ROOF DRAIN REDUCE NEW CAR SALES BY 825 SF the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or CONC CONCRETE RET RETAIN - 8 S - SEINER LINE PROPOSED ADT. NEW CAR SALES: NET REDUCTION IN SF = 825 SF greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results 4 L LOADING DOCK PER USE 841 IN ITE TRIP GENERATION 7th EDITION, for approval. CY CUBIC YARDS RT RIGHT .......... TD TRENCH DRAIN RATE IS 33 TRIPS /1000 GSF, SO THERE IS A 27 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 BOLLARD VPD REDUCTION. (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. C/C CENTER TO CENTER R/W RIGHT OF WAY °° - -- w WATER LINE AUTO CARE CENTER: INCREASE BY 9,357 GSF. PER USE 942 IN ATE 11P GENERATION 7th EDITION, 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance g P P g P g Y P P DUMPSTER PAD RATE IS 9 TRIPS /1000 GSF, SO THERE IS AN by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The contractor shall C &G CURB AND GUTTER R &D REMOVE AND DISPOSE 4`FP FIRE PROTECTION LINE INCREASE OF 84 VPD. NET INCREASE = 84-27 = 57 VPD field verify the length of all storm drainage pipe. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time DIA DIAMETER R &R REMOVE & RESET - SIGN rDw WATER SERVICE LINE MAXIMUM BUILDING HEIGHT: 35' of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of EL ELEVATION SD SIGHT DISTANCE Engineering, or the Director =s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet - - - GAS LINE SETBACKS FROM PUBLIC STREET: BUILDING = 30' offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. ELEV ELEVATION SQ SQUARE - - PATH PARKING = to' Albemarle County Engineering &Public Works Policies July 1998; Revised 30 January 2003 _.:...... ° ""' OVERHEAD ELECTRIC WIRE 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A,B or C). ES END SECTION STA STATION ._. ; ,.. �ti-- �-.� -� TREE LINE "GE 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. UNDERGROUND ELECTRIC 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, EW END WALL SW SIDEWALK FENCE the Director of Engineering, or the Director's designee, it is deemed necessary. EX EXISTING SWEL SOLID WHITE EDGE LINE STONE WALL o "' OVERHEAD TELEPHONE LINE 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. .. . ... _- _________ UNDERGROUND TELEPHONE LINE Additional clear zone may be required depending on the category of road design. EXIST EXISTING SWLL SOLID WHITE LANE LINE - - - - - - RETAINING WALL 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section -CATV CABLE N detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed. FDN FOUNDATION TBA TO BE ABANDONED -- - - - - -- - STREAM /POND /WATER COURSE 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering Ordinance and FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED - - _ _ DETENTION BASIN ... I- I DRAIN INLET Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer for the the have been accepted into the state secondary road GTD GRADE TO DRAIN TC TOP OF CURB ® shall be responsible maintenance of signs until roads x SILT FENCE DRAIN MANHOLE system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit IFIRON FOUND TS TOP OF SLOPE is to be posted 5mph below the design speed. [ PLUG OR STUB 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing IS IRON SET TYP TYPICAL 12 CONTOUR and recordation, then approval of these plans shall be null and void. FLARED END SECTION 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director LA LANDSCAPE AREA UG UNDERGROUND oar INDEX CONTOUR of Engineering, or the Director's designee, the are deemed necessary in order to provide safe and convenient access. 9 Y Y P '` �� HEADWALL 17. Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at all cut and fill transitions and grade sag points. LOD LIMIT OF DISTURBANCE VESCHVA. E &S CONTROL HANDBOOK 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and >o (PARKING COUNT are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance LF LINEAR FEET YDS YARDS O SEWER MANHOLE with ViDOT's video camera inspection procedure and with a VDOT and/or County inspector present. In addition, if high-density LT LEFT CROSSWALK ' ' � � � , , ,� CONTRACTOR'S COORDINATION RESPONSIBILITIES of th ene HOPE pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should polyethylene preconstructionpmeet ng Y nstallation training. p p p UTILITY ° SEWER cLEANOUT old a for ACCESSIBLE CURB RAMP 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR ARV AIR RELEASE VALVE MH MANHOLE HANDICAP PARKING ® WATER VALVE & BOX CONSTRUCTION OF THESE PLANS. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, 1. The plan approving authority must be notified one week prior to the pre - construction conference, one week prior BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE VAN- ACCESSIBLE HANDICAP PARKING .4 ARE HYDRANT ASSEMBLY THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards CO CLEANOUT RIM RIM ELEVATION VAN ® WATER METER NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WITH OR REFERENCED IN THE RECORDED EASEMENT. and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 CTV CABLE TELEVISION SAN SANITARY WHICH ARE ASSOCIATED Erosion and Sediment Control Regulations. © WATER WELL 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ETC, ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not DIP DUCTILE IRON PIPE SD STORM GAS VALVE 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to ELEC ELECTRIC STR DRAINAGE STRUCTURE CM ° GAS METER CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE the owner for review and approval by the plan approving authority. 6. The contractor Is responsible for Installation of any additional erosion control measures necessary to prevent FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE ........ PARKING TABULATIONS erosion and sedimentation as determined by the plan approving authority. ELECTRIC MANHOLE DONE AT HIS /HER OWN RISK. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing FM FORCE MAIN UP UTILITY POLE activities and during site development until final stabilization is achieved. E 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING WORK HAS BEEN COMPLETED INCLUDING 8. During dewatering operations, water will be pumped into an approved filtering device. F &C FRAME AND COVER WL WATER LINE FOR EXISTING AUTO) DEALERSHIP ® ELECTRIC METER UTILITIES IN CONFLICT WITH PROPOSED 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall + LIGHT UTILITY POLES. event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be F &G FRAME AND GRATE AIM WATER METER " POLE 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE made immediately. 10. All fill material to be taken from an approved, designated borrow area. GT GREASE TRAP WV WATER VALVE .. CUSTOMER PARKING .. ...... ... .. TELEPHONE MANHOLE REQUIRED BY ALBEMARLE COUNTY CODE. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of REQUIREMENT 1 SPACE PER 1500 SF DISPLAYAREA 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. GV GATE VALVE 6 "V 6" VALVE EXISTING SHOWRROM DISPLAY AREA 3000 SF TRANSFORMER PAD SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, 13. AIII inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. HDPE HIGH DENSITY POLYETHYLENE EXISTING OUTDOOR DISPLAY AREA 33,637 SF ... UTILITY POLE BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:OOam TOTAL DISPLAY AREA 36,6375E PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS to '9: OOpm. INV INVERT CUSTOMER PARKING REQUIRED 25 SPACES ~ GUY POLE PART OF THE CONTRACT DOCUMENTS. 15. Borrow, fill or waste activity hall be conducted in a safe manner that maintains lateral support, or order to Y PP CUSTOMER PARKING PROVIDED 27 SPACES minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A street because of slides, sinking, or collapse. MATCHLINE PERMIT EXISTS. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater ACCESSIBLE PARKING 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS mainagement facilities where applicable all erosion control measures required by this plan regardless of the sale TOTAL ACCESSIBLE SPACES REQUIRED 2 SPACES NOTES: OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED T0, ALL UTILITIES, of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the TOTAL ACCESSIBLE SPACES PROVIDED 4 SPACES - 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS &POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS months of September to February to consist a 50 50 mix of Annual R rass and Cereal Winter R or in March P Y / Yeg� ACSA GENERAL WATER & SEWER CONDITIONS -- SERVICE PARKING 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be ALL COST SHALL BE INCLUDED IN BASE BID. applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENT 2 SPACES PER STALL PLUS 1 SPACE PIER EMPLOYEE 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE EXISTING SERVICE STALLS 25 x 2 = SO SPACES 10.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO shall be applied at 90lbs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at PROPER ACSA OFFICIALS AT THE START OF THE WORK. EXISTING EMPLOYEES 35 x 1- 35 SPACES PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE 1000Ibs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and - TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. consist of 105% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is 2. THE LOCARON OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE SERVICE PARKING REQUIRED ,85 SPACES to be applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY SERVICE PARKING PROVIDED 105 SPACES 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage LINES AND STRUCTURES, AS NECESSARY. CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of FOR PROPOSED TRUCK MAINTENANCE FACILITY DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE graiss. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE repaired immediately. GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE 20. AIII temporary erosion and sediment control measures are to be removed within 30 days of final site REQUIREMENT: 2 SPACES PER STALL PLUS 1 SPACE PER EMPLOYEE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. PROPOSED SERVICE STALLS 6 x 2 - 12 SPACES REGULATIONS. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY PROPOSED EMPLOYEES 16 x 1- 16 SPACES 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR Protection Ordinance section 17- 204G.) 22. Permanent vegetation shall be Installed on all denuded areas within nine (9) months after the date the land (1- 800 - 552 - 7001). PARKING REQUIRED 28 SPACES INSTALLATION REQUIREMENTS AND SPECIFICATIONS. disturbing activity commences. (Water Protection Ordinance section 17 -2076) 6. ALL WATER' AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER PARKING PROVIDED 32 SPACES 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL TOTAL SITE PARKING SPACES REQUIRED =140 SPACES CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. AND LOCAL REQUIREMENTS. TOTAL SITE PARKING SPACES PROVIDED =168 SPACES <= 20% 7. ALL WATER, AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE Additional Parking Above Required Parking 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH DITCHES. APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND PREVIOUSLY APPROVED SERVICE PARKING STATUTES. 8. VALVES ONI DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR ......... .......... ........ THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SERVICE PARKING PROVIDED 47 SPACES 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN *PARKING PROVIDED AT THE REAR OF THE PROPERTY IS EXISTING PREVIOUSLY CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS 9. TREES ARE N07 PERMITTED IN THE ACSA EASEMENT. APPROVED PARKING AND IS EXCLUDED FROM TOTAL PARKING PROVIDED SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY 10. THE CONTRAC70R MALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION EFFECTIVE JANUARY 4, TABULATION SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 2012 NV jO lJ ryam /Z 'c. No. 33028 �sSIONAL C O ° r' c.� w V] q U co � A } m Z Z 0 Q CD M m 0 co U-1 � � o 0 � w � co w U-1 A `� Z GO , co ° E--f 0 0 0 U C O ° r' c.� w V] q U 0 U �i U ' d } m Z Z 0 ui a z w J_ - Ce2 n %% LL Q4 Oi F=_4 _C� c.� W � Q W Z �I Q CD M CD 0 co U-1 � � o � w � co w A `� Z GO , co ° E--f 0 0 0 ° Q O Z 19 di �--t w w v7 -QC u.i J O U Z U U U) U U U ui a z w J_ - Ce2 n %% LL Q4 Oi F=_4 _C� DOM. PROJECT NO:11.0 INDEX TITLE: SP2 SHEET NO: 2 of 10 DATE: 02/03/14 W � Q W Z �I Q CD CD co � � o � w � � E--f W Q O Z O di �--t w w v7 DOM. PROJECT NO:11.0 INDEX TITLE: SP2 SHEET NO: 2 of 10 DATE: 02/03/14 `TOP 484.03' 75" RCP IN=479.08' 15" RCP IN=479_58 S r DrID .OUT —A-7S2 f qCH c No j RAIG DIS IV KtMAIN I X/S 41!!i! . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROP. 20' WATERLIN THIS'QUILDING TO BE 1) 6"x6" TEE an' i§§i� un-1 73 L F. MYERS va EASEMENT (2) 6" GV 20' RUN OF DIP SAN. FULLY SPRINKLER c. No. 33028 LL _w LAI. CENTERED OVER --mmon . ... ... PROTECTED, OP. 4 Aj �R \AC� _11 _w _w __T ------ rff- qtA AA_ 1:11M "'IV Pt�PLA Y 45' WATER CROSSING A 4 w1_w _w _w I TOP=� 483.37' 1 zi$ 'SP • —w _Pf;F07P w6—FAIMff _w '-w —I -U PROP. 6" SAN. LAT. PROP. 20' WATERLINE co I EASEMENT "s 8-4-s—, CO C6 FOR BUILDING SEWER CO CO ROP. 45*BEND N EXISTING DI LA RCP QUT=479. PRO A BB g s _s FH FOR _s s SAN. ARE '�'(ONAL S wI;R 0 LSAN. LAT,29R 130ILDW, S 99' 3. — T_ uj CO PEP. SAII. LA 1. ___0/60 FOR BUILDING SEWER _s _s _s _s �s COTO Ex. SAN. kO LIj C) INTERNAL TRENCH DRAINS LO i b- BEND A SEPARATOR uj CD :!5-= C:� • PROP. 70-- _s 45- 8 - - - ------- -------- 4 �AT.YROJECT AREA C= i 111w_ iiij 1 3-Z C) �.j UJ < 6) C> \4, 2,311 s s 's T P 1�' A "IC —w —w P 41- LXJ LL. BOLLARDS 02 LLJ w — — �c)— LJ (3� cm C) m - >_ —w w —w jig CID LLLL \EX. • DUM PROP. 6" FIRELINE 45' BEN-D/ ER CD CD C:> LU ck: 'R -y F CUSTOM m PROP. � i N rl�', � END 18) 45' BEND EXISTING SHOWROOM >_ 5L ,1,,_ _ PARKING\ STRIPED PARE 45' BEND BUILDING 2,250 SF LLI C) X 967 SF IiJ m (SHOWROOM DISPLA C) C) Me Lo ES Lu �73A 3A 1,c BOO SF) AINTAIN SEPARATION L_ BETWEEN 68 AND C> 73A bi AREA= WATER *RVI�E PR I -T 'CA OPY 06 "�EX- LIGHTPOLE k, — PARKITG CD I p OPOSED 3A R LINd (TYP) 3-& V) PERVIOUS C/D N' AREA 70.0' A� EX. 3" LINE =277 SF Jj j C5 -h TO BE REMOVED X SERVICE WATERLINE CD OP 20 STRUCTURE WI 1 EXISTING CUSTOMER r—PR -S- FDC TO BE REMOVED CONNECTION 13.0p NEW PERVIOU PARkIING EASEMENT Q 0 .�REA= 1 �.0 m i — L -` . k_� _—APPROX LOCATION EX. AL —w -w 434 SF ING ADDITION w —w _w DI i GRATE END 20' PROPOSED 450 sf —w c3i w _w —w _w "�-�P�ROX" LOCATION EX. 5 FIRE w w =!w A U =4' tm�, FOUNDATION FOR BUILDING _w ---/. TO ACCESS EXCAVATE FOUNDA EX. FIREHYDR T w w i �8.83' w w w ' ` :.:.:, : I lw�� w PROJECT AREA (11,11 CUSTOMER OF EX. 12 RCP OUT 483.73' 60 .46.o' hh, LINE TO BE CA:PED (1) 8;/x6" TS&V ADDITION BELOW INVER 73 A=46,663 SF I , . uV PARKING STORM SEWER AND ABANDONED A\ 3 EP APPROX\ (116- GV wil Lj ti DI GRATE 18" HDPE UCT'I C)* 3 I)Ir WAY . z , , 0 HYUNDAI SERVICE A TOP=470.94' STOP iI�I. c EX. SAN. ♦ -M C-4 73A 9,650 SF 12" RCP IN=464.49 (TYP) "1 7.2 P_ =�4 �7 12" RCP OUT=464.09' BW=477.2 ATIO S N v LE I IJ cn cl- ca 04 >< ca LLI eil A wl d 4 "t : ; ............ y 4 a — x 8.56' 3,100 SF SHOWROOM xxXi�:: (D U-J v I 18.0 OP LLJ ------ 4810---- Ing < of 0. ry DI GRA 21. 25 q) — __ E > — ,4 C\J coo VICE 0 c\j Z LU PA KIN > 0 cr) m 0 to Q L c\j •E Q) c 0 46 0 4Z, es% LE I IJ cn cl- ca 04 >< ca LLI eil A wl d 4 "t : ; ............ y 4 a — x 8.56' 3,100 SF SHOWROOM xxXi�:: (D U-J v I 18.0 OP LLJ ------ 4810---- Ing < of 0. ry DI GRA 21. 25 P1 RKIN'j )0 --- ----- ----- ----- EXISTING F , I LZ_� - _c) DISPLAY /-7,7-/-7 SE RVICE I ", , ! 24.0, ,4 SE VICE PA KIN P1 RKIN'j )0 --- ----- ----- ----- EXISTING F , I LZ_� - _c) DISPLAY /-7,7-/-7 SE RVICE I ", , ! 24.0, Page 1 P inlet Page f iC�ii "iTrlJ�il Line Inlet DnStm Dnng Runoff Incr Total Inlet i Total Invert Invert Line Line Line Capec Vol Line Inlet Drn 9 i Runoff Incr Q Q Q Inlet Junct Gutter Cross Grate inlet Inlet Size No. ID Area Inlet Coeff Q carry Capt Byp Eff Type Slope $1, Sw Width Depth spread (ft) (A) (in) ac f } ( iMhr } C f) cfs cfs SfS f } cfs ( } D f } 0,90 Rift ( } fttft ( } ft ft ft 466.50 1 1 0.21 4.00 0.40 034 0.00 020 0.13 60 Up-Grate 0.035 0.035 2.54 0M 7.91'' 6.70 2 2 0.03 4.00 0.90 0,11 0.00 0.08 0,03 76 Dp -Grate 0.035 0.035 2.50 0.03 6.77 0.16 3 3 0.03 4.00 0.80 0 -10 0.00 0.10 0.00 100 Dp -Grate Sag 0.010 2.50 0.02 9-34 0.36 4 3A 0.08 4.00 0.85 0.27 0.00 0.27 0.00 100 Dp -Grate Sag 0.020 2.50 0 -04 9 -34 4 5 3B 0.11 4.00 0.87 0.38 0.00 0.38 0.00 100 Dp Grate Sag 0.020 1 2.50 0 -05 10.46 475 Page f iC�ii "iTrlJ�il Line Inlet DnStm Dnng Runoff Incr Total Inlet i Total Invert Invert Line Line Line Capec Vol Pipe _ + No. ID Ln No Area Coeff CxA CxA Time inlet Runoff Dn up Length Slope Size Full on Travel ..cb M. c� �~ .. ........ .. - t ry. c�. Qf- (ac) (C) ._ (min) (Inlhr) (c'ft) (ft) (ft) (ft) (A) (in) (efa) (ftts) (min) .....I... _......... .._+1111.... 1111.... _ 1111.. 1111...._ 2 2 1 O.Q3 0,90 0.03 0.94 5,0 6.70 5.07 466.50 467,21 142.31 050 18 8 .(04 4,81 0,82 ... 3 3 2 0.03 0.80 0.02 0.91 5.0 6.70 5.03 467.41 467.89 95 -80 0.50 18 8.105 4.81 056 1111. �. 1111...- 1111- ........ 4 3A 3 0.0$ Q -85 0.07 0.16 5 -0 6. 7 0 1.03 468.59 468.82 46.00 0.50 12 2.73 1.62 0 -56 ............ 1111 5 4 3 2.01 0.36 0.72 0.72 9.0 5.60 4 -05 468.09 468.36 53.73 0.50 18 8.06 4.57 0.39 455 6 3B 4 0.11 0.87 0.10 010 5.0 610 0.64 469.02 469,61 58.55 1.01 12 3.167 221 1.20 > > � .....-..._..... ....._ ................ SANITARY LATERAL (FOR BUILDING SEWER) PROFILE - - - -11-11 .... ........ . . . . ._ ----------------------------------------------- - - - - -= - - - - - -- - --- ---..... �- . ------------------ SCALE: V: 1 " -10' SCALE: H: 1 " =30' 485 - 1111. -1111 .2- r` I 1111.__. - _. ... .. ......... ......... 1111 i.. _ _ +. �......i - -11 11 _ _ _ _. 1111..._.. ........ _ . -1111 - a - ........ i .._ ...� i ........ I ._ .. ... ... ....11..11 . _ + ! in 485 475 ............ ................................ . .o ..... („ _ ......� ........... _ _ 1111..... ......... ........ _1111... -._ ....... . _........ ....... 1111..... �- .......:. 0. I- ... ..11.....11. 1111 ......... I_..... .. .......... _...... ..1111... T... -Q- ......11.11__ ................ ca dR . .................. ........ ......... ..cb M. c� �~ .. ........ .. - t ry. c�. Qf- W ._ _........ -1111... , ........ N........ =n z a ........ �- _ 1111. �`�' 1111 _. .._ .. ..... ......_ - - .:_ 11 ..........11...11...,1111 -. _1111.. 1111. -1111.. tl) ........ _ .............. ..11..11.. 1111 f .....I... _......... .._+1111.... 1111.... _ 1111.. 1111...._ Q -f _ .........- .11......11..... _. .......11...11 Exist, ' 1111._. ..11. ......... de.. 1111.... ..11.....11......, 1111.: ......1.1 ....... ...... _._... _ - -t� : . 480 ................ .. 1111. 1111.... �,- .�.. ¢ ........aT 1111..... 1111 . , *:: _ SQF�3� RVG :.x....2'00 %„ . ......... ... DIP ... .. ...11.11........ ... 465 % =18 ... .. 465 .:.. *236 00 TOTAL L 1111... ,.... - 1111. 1111.. 1111.... 1111 1111-.. 11....11..... 1111.. ......... .......................... 1111...... 1111 O 11......11.. x .......F - *,,,.....� 1111 F 1111..... -. -.- 1111 -((� ........ ........... 1111.... 1111. �. 1111...- 1111- ........ xis... ra. a 11.11.. ............ 1111... 1111..... .- 1111 -1111 -. ,1111. :; 1111.. .......... 1111... 1111... 1111..... ............. ............ 1111.. 1111... 11..11 ....� -. 1111... ... .-. 1111 ,,1111. 1111 _11.11 11....11..... .. 1111....... - . 1111..... ........ 1111... ... ........ SAN: LAT:...CENTERED 1111... 1111.... ............ 1111..... 1111. -1111.. ............ 1111 , r ......... Proposed....Gra.de........ 1111... �. _1111.... '. _. .� _ 1111... - �� _ _� `\ 1111.. .. �... - ..11.11 . ... - - - - 1111... - - ........ I .. 475 455 - 1111.... _ _11 .... ol _1111.... -1111 ....... � .........� 1111..... ....- .1111 .: -Z _...._.� 1111._ ... .. ;1111. : : :. l l ................ ..... _ ... 11..11 .11...11... 455 1111. ... ._ .._ ... .... .:::. > > 475 W .... _1111..... .................... .1....111. ............... 1111 ...11.11 ... ,11 .....11..11 ........ .., .......a....... ,d.... __1111... .._ -,---- 450 o. z:: .. ..... _+ _11.. .......1111 ... .... ......... . .... .............................. ...............: ... l X l.:.::.. 1111 :w 450 0 co x PROVIDE TEST PIT TO VERIFY EX _ o 470 -.. 1111. ....11 ..11.. .... _ II .1111 ... -_,._ _ �. ........1111... ... ........ ...- . ... ..... T777 ..... ..... :... ...................... 11........11. ...: 11.11: -... ..... ......... 445 o ......................................................... +...z 0...- cn =.................. r. 00 .. .....p.. o 470 .. 0_ o NOTIFY ENGINIEER _ -1111... ... l ... �.- l 00... c,cz • 1..0 ...CLEAR 445 11 co - d a .: 5& 55 12 DPE (� 1 DDS ....................... . ..... 440 ........ 1:... w _ . . tl z _ .... ..1111. 1111.. 1111. ., . 1111 1111 -- 1111. 1111. 1111. 1111. 1 95,80 -I. 1111 „ 1111.. .,,,. 8 HDPE 0.50% 46.0© „ n 18... HD {....� Cr�� .J.i1J./p ,. .... .... ..................................................... . 465 - DRAIN PROFILE 154:78 -" 18" HDPE x..0.50 I 1111-- - - - - -- - - - - - -- - - - - - - -- - ------------ - - - - -- -- - - �� ........ ............................ - -- 1111.---- - - - - -- ------ - - - - -- - - - - ----------------------- SCALE: V: C =1.0' - - - - -- 1111. - - -- -- - -- ------------------- - - - - -- -- 1111 1.1.1111.1111, _1111. _ SCALE: H: 1 " =30' _ A, ^ ,0�,_ 465 n.1111 _ 1111.. 1111.. . �........ ... ... ..1111 I _1111 ......... Q..... ap . 460 ........... ..1111 .. ... .... ..a l ............................................................... (1111... C. �__. � cr .M.1 ? ,. co d fl... 460 ........ 1111... .11..11.... ........ ....e!' O Ur) 1111... 11.. ...,,..... . _..,. ..11....11 1111... t 1111.. h It ., ;,1111,. ►�. l _ Sfa...,., .-- cd aQ � yr).. 1111 M .... ..co.. -. 1111 -- 11....._ 1Z.. U II u011-11111 , 1111... �.........1.. _.. ...... ........1. ..... 7 _ II Imo° �, .et.. _. 11,11.. I -. _ It .......... ... .... ;, -. -1111, .. 1111... cc> _ . �...,,. .t 1111. �.( 0310. 1111 .. iI _ 455 455 �..... 11 11 .. .. .. _.1111 a o.� O 1111.. Z 1111 ,1111. -- .. 1. ... �. .. ... -...?. ..1111.. Q ........ _1111 :1-111.. ( z 1111... z z... r.. .1111.. _. .__. _ 450 5 L z z 1111... .. .1111 : l : ...:: > z z. ( z z :: : :: �;.. M z z.. 450 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 STORM 1 -4 PROFILE SCALE: V: C=10' _ SCALE: H: 1 " =30' _ Ier_�k T � 11 . ,0 - `�l � 6<P � * `l s 2�s �� qjl ��f�� / \Fki `�s s �` TAN, ` V i FD •r' 9�'F 1 0 q \ \ \ \. 1. \\ ` \` . \ c$ \ \ 4 \ , \\ \ ''IFF \ (\. . \ \ \\ `\ > ,\ +' \ ` , \ \\ \ \ T/ \ \ \ ' \\ \ \ / / o \\�vAvv` A `vv `\` `\ \\ \\ \ $ \ a. �{ \ arir � �ely3 \ 4 �. \ \ t \ \ \` ,11 4k `\ ` . ;� 1, l '4 \ .\ ,�: y4 \\ \ \ \� \ \ \ 6 \ems• , \ �,•\ \� \ \ \ \\ s`� \ \ \• •V� \Cb._ \. . v \A:. Qp4A��vvv v `v v`y \ k \ `1111\ � \\\ , \ / • \ \\ \ \ \ \ \\'. \ ul� • \ \ \ \ / \.: / / !: �\ q,� ..:.'\�\ \\ \\ \ \ \n : ::<: >: . \• \ \ \ `\ \` \\ @ \ \ �. . \ \ i�ti r l I i• � . Ce. `,•\ `1111 485 ........ ......_ ...................................... I.. .1111.._ _ ......... ... .. ... 485 * *RETAINING WALL DESIGN TO FKQPPSED .... oo _11.11 ... .. ...... SCALE: H: 1 " .._ .. 480 I ._ .. ... ... ....11..11 . Exlst Grade (..................................................... BUJL ING 475 �.T 1 " =10' ..... ...1.111...... .. .. ........................ .._. ......... ...... Proposed Grade .. 1.......... SCALE: H: 475 .I......11 ...._.... ......... Z..� ........ ......._ ........ Q. rn st .................. ........ ......... :1111........ ;. . . .. 475: W ._ 470 ......... ......._ ........ 1.... �_,....0 =n ............................................................. ..__.......... 1111.. __ -_ ......... ,_ .. ... 11.11.. I ........11....11....___ ...... _. .._ .. ..... ......_ - - .:_ 11 11_ ... . L......... ____ . E ..I........' 470 Q -f w ........................................... r- ... .. . .. _ 11 .- 2 DO°lo ... .. . I .I . ......1.1 ....... ...... _._... _ - -t� : . 1.. 470 465 ~ ~ � 0 ^4 Q . , *:: _ SQF�3� RVG :.x....2'00 %„ . ......... ... DIP ... .. ...11.11........ ... 465 % =18 ... .. 465 .:.. *236 00 TOTAL L 46 5 ... 11 11. 20 R. UN OF__ 4 DIP. cv w .. S? cp DOM. . ..._ .. ._ ... l ... 460 SAN: LAT:...CENTERED .. ,a•....VIa ... . .1111 ........_ . .... ....... ... 11-_11.. .... .......1111 ...... ..... .1111....... . Do .� 460 OVER WATER CROSSING .. x I .. .. 455 .: .. 455 ._ .. ....1111..... -_ . .1111 .: -Z .11.......11. ... .. l _ .: ..................................... l :. ....... .. ... .. _ ......11.11 ...: : : :. l l ................ ..... _ ... 11..11 .11...11... 455 .:: ._ .._ ... .... .:::. > > .. - ................... .. W .... w .... 1 : . ................................................. ... . l .. .._ ...1111 450 o. z:: .....,....d . .... .................. __ ......... I ... _ .... ... l X l.:.::.. 1111 :w 450 0 co x PROVIDE TEST PIT TO VERIFY EX _ o ........ ............................... o_ _ II .... F 4° SANITARY LATER DEPTH,. 445 o ......................................................... +...z 0...- cn =.................. r. 00 .. .....p.. o _ .. 0_ o NOTIFY ENGINIEER OF ANY.. l ... �.- l 00... c,cz • .... 445 11 co - d a a a 1111. ..... 440 ........ ..............:.a �x ......... ...................... (,n. w _ . . tl z _ .... ..1111. .. .. .. ... ...... ..... L. :11 11. TI >.. z 1111.._ ... 440 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 SANITARY LATERAL FOR INTERNAL TRENCH DRAIN PROFILE I 1111-- - - - - -- - - - - - -- - - - - - - -- - ------------ - - - - -- -- - - �� ........ ............................ - -- 1111.---- - - - - -- ------ - - - - -- - - - - ----------------------- SCALE: V: C =1.0' - - - - -- 1111. - - -- -- - -- ------------------- - - - - -- -- 1111 i _ SCALE: H: 1 " =30' _ A, ^ ,0�,_ \ \ \ \. 1. \\ ` \` . \ c$ \ \ 4 \ , \\ \ ''IFF \ (\. . \ \ \\ `\ > ,\ +' \ ` , \ \\ \ \ T/ \ \ \ ' \\ \ \ / / o \\�vAvv` A `vv `\` `\ \\ \\ \ $ \ a. �{ \ arir � �ely3 \ 4 �. \ \ t \ \ \` ,11 4k `\ ` . ;� 1, l '4 \ .\ ,�: y4 \\ \ \ \� \ \ \ 6 \ems• , \ �,•\ \� \ \ \ \\ s`� \ \ \• •V� \Cb._ \. . v \A:. Qp4A��vvv v `v v`y \ k \ `1111\ � \\\ , \ / • \ \\ \ \ \ \ \\'. \ ul� • \ \ \ \ / \.: / / !: �\ q,� ..:.'\�\ \\ \\ \ \ \n : ::<: >: . \• \ \ \ `\ \` \\ @ \ \ �. . \ \ i�ti r l I i• � . Ce. `,•\ `1111 485 .._ ... ° � ...t + t.,l t _ - ... 485 * *RETAINING WALL DESIGN TO SCALE: V: 1"=10' .... oo _11.11 PROVIDE GRADE BEAM CENTERED SCALE: H: 1 " =30' 480 ... Exlst Grade 10 0 10 20 30 _ O 480 1 " =10' � U 30 0 30 60 90 SCALE: H: 1 " =30' Proposed Grade W :.11..11.... . 475: W � W _.. .. =n 475 v HI � I-- n 4 � E E-4 Q -f 470 .. ... .. . .. _ 11 M- .- ........ � I . ........I. .. . I .I . ......1.1 ....... ...... _._... _ - -t� : . 470 Q4 0 ~ ~ � 0 ^4 Q � O ... 17 % =18 HDPE H 465 .:.. .. . - .. . _ 0107 46 5 ... 11 11. ..... . .... . 1111 .................... .. cv w .. S? cp DOM. . ..._ .. ._ ... rn ... 4601111.. .. ,a•....VIa ... ....... ......... ................. 460 Do .� t� 455 .: .. . :. .. ... 455 ::? z..... : : :. 1111.. ::: 450 .:: � ........ .11.11 .............. z....zz. > > .... .... z ....._ 450 4- LCa Li c a '0^ a i •E c 0 'a ti AL - �E o M _ _ v INNapC9 Z )<Iq - lu � � Q = - 6)0) Z ' Q)tmcm0 j o 't 1 i U 4* h � L ,ate Ao e 5% ° - i Ste- ='�9 MI F�= 1IYERS . Li . No. 3302 1-6 / Q�11 �0 .Z(,() �ww ti s� I o ' �c6 N AL A Q 1'6� 1 !\z ° 0 0 co U' z O 0 ult r-, U3 04 U 04 WV O N1 � U3 P4 �y A W1111. A co O 10 +00 10 +50 STORM 4 -4A PROFILE * *RETAINING WALL DESIGN TO SCALE: V: 1"=10' WF4 _11.11 PROVIDE GRADE BEAM CENTERED SCALE: H: 1 " =30' OVER STORM CROSSING w N 10 0 10 20 30 O O SCALE: V: 1 " =10' � U 30 0 30 60 90 SCALE: H: 1 " =30' 4- LCa Li c a '0^ a i •E c 0 'a ti AL - �E o M _ _ v INNapC9 Z )<Iq - lu � � Q = - 6)0) Z ' Q)tmcm0 j o 't 1 i U 4* h � L ,ate Ao e 5% ° - i Ste- ='�9 MI F�= 1IYERS . Li . No. 3302 1-6 / Q�11 �0 .Z(,() �ww ti s� I o ' �c6 N AL A Q 1'6� 1 !\z ° 0 0 co U' z O 0 ult r-, U3 04 U 04 WV O N1 � U3 P4 �y A W1111. A co O O O co � U U WF4 E___4 E4 A w N N � O O Q w M 0 w Y C.) w 0 U ca Z 1 0 U i= M 0 w Z co U-1 0 a O x V2 to Ld 0 cn a �!=. w&3 M o C) w 4 M 1* �� O W E___4 E4 � O O Q � U w� U) o4 W `� W � W ,._4 =n I4 0 v HI � I-- n 4 � E E-4 Q -f 04 U) co Q4 0 ~ ~ � 0 ^4 Q � O 04 iLl H H w w 2 DOM. PROJECT NO:11.0093 INDEX TITLE: SP4 SHEET NO: 4 of 10 ,,,,r DATE: 02/03/14 .1 - �, #'P NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A -423) VILLE THREADS WHICH IS 1 OR APPROVED EQUAL THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 1 O' (270 °) 7 CU. FT. Tl" VALVE BOX #68 STONEI ff X 45° /- PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ° AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -, Imo, /% 6" GATE T 1' � 1,_j o �� . I ' O ., I . ' . (u( 36 "MIN o '° o - VALVE - ° ° ADJUSTABLE VALVE BOX W/ LID e.. 's e' ".' ? °�' o TEE X 6 FOR ALL BENDS FOR TEE OR WYE FITTINGS BINGHAM & TAYLOR FIG. NO. 4905 d �v ° .A. WIDEN TRENCH TO z (SCREW TYPE) OR APPROVED EQUAL 2500 P.S.I. CONCRETE a, ?, a o BASE AND THRUST '`s a' " °° poa ACCOMMODATE .. a o .. BLOCK AGAINST ANCHOR IF N UNDISTURBED STABLE o REQUIRED. z cv . 11 SOIL. 'I - STEEL PILE Ir in M if 3f4" THREADED RODS TO BEDDING AS 4 WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. REQUIRED A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED __�jj � Q I _� - - THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED = ° = THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE PLUG SHALL BE USED AS ADDITIONAL SUPPORT M.J. GATE VALVE MIN 45' MIN � ,z NOTE : T T 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. SECTION 1 - 1 SECTION 2 -2 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. VALVE BOX. SIZE OF (FEET) CU.YD. (FEET) CU.YD. WATER LINE 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. BEND 1!J .1 IT IS NOT ALLOWED IN THE DITCH. L H T L H T I' 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP 90 2.50 2.50 3.01 0.24 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 22 1/2 1.50 2.00 2.52 0.10 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 11 1/4 1.50 2.00 2.50 0.10 2500 P.S.I. CONCRETE S 2'x 2' BEARING AREA. 90 3.66 3.16 3.21 0.48 THRUST BLOCK a 45 2.66 2.66 2.77 0.26 4 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 8 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 ° ------------------------------ -------------- 1 1 1 /4 1.66 2.1 6 2.67 0.13 . - 1111 NOT TO SCALE ° ° a 90 4.83 3.83 3.42 0.83 4 10" & 12 ' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 1. ° ° 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCK DETAIL NOT TO SCALE NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE SOIL �- ST m ®� INITIAL BACKFILL " 0 ' " "'" #68 STONE RANULAR FILL AS APPROVED BY ACSA �T CK' STABLE SOIL OR ROCK NOTE : 1 . NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NOT TO SCALE 475 .. ... _ ,,,. .., 1111 1111 I 475 � m _ U �N _ Nco6 ... Exist: Grade _ _ _ 1111.. ... .... ... 470 . .. .. ... .... ..I .. .. .. ... ... 470 A .. _ 1. ,. CLEAR _.. ... 465 - ..1111. ... 7 465 .6 . ........ ......... .. . ....... ......... 111...1.. ......... 1111... 20 0' 6" DIP WATERLINE .1111. 460 .......... .....:1: A .. 1 460 O ... ..... - -..._ 1111 ...- _ .. . ... .. _ .., z .... I 0 w 455 .... .... _ - :1111..- - 1111..._ : .._- 1111 -. - .. ... ......... :1111 1111. ........ ........ 1111.. ........... .. 1111 - ,� 11.11 .I 455 - - 1111. J.... 1111. ..,.... 1111. 1111 .. ... 1111... _ 1111.. 1.,.. G 0__ LE . ......... ......... ....,.... 1111. ......... 1111 ........ 1111.. 1111. ......... c ...c ... ;1111. ... ....... .. _. 1.0' ..CLEAR ........ .. ... .. 450 .:: CD v' 1111111111. : 450 O .:, �_- ....... .................................................... 1.... W C--4 � ...: .. W � c 11 �? ...111:1...... o 445 + �= + e cV . Cato + : 1 445 ........: ,. .��r ... .. 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PRIVATE 6 'DIP....FIRELINE ........._ 1111_ _ ......... ........ .............. ._ ........ ...111:1...... o 6 40 ......... ......... ........._ _ ._ 11.11 : . _ ................ .. .... .._ .. .. .. ....... ......... ..... ......... .I...... ....... ....... ....... ............. ........: ............ ............ ......... ...... .. .... .....1.111.. . 460 '-I P-11 W E--4 > P4 � no N O U cD 134 ...111..1 ............................................................. ......... ...". ..... ... .............. _____ ................. m ........ ......... .... ................. ....... .. :. .._..... ......... ..... :_.1.... .......... F_ U :... c�... .................... w .. v w z.. _ . ............ ... .. 1111.. ..... ........................... 1 ...._ o..... z 1111 x _ .........1111 1111... .. ,,}... _ _ o 455 m 0 w 0 z 0 m L-- co ........ 1..1..... .. ..... . Z ....1 .1111........ 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CJ It 11.11 ¢ ...w I.. ......... .."I... ¢ w ..... . ..... ._ ... ......... ::: �� I ...... ... .... 11.1 ....................... ......... 440 ............ ._ ......� ....................fn ► L. 1111......... cr. ...... _ ........... tt .n _.._ J.... iw - 11 ... . ..... ...... ... ......... ...... ...... ... ..._ cn..wn..cn.......w O c .+.- w ........_ ........ 440 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 WATERLINE PROFILE Stiff- _V-: -- -- 1 - - --" =- -1- 0- - ' -- -- - -- SCALE: H: 1"=30' 1 1 10 20 30 30 / 30 ./ 91 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SCALE: V: 1 1 _�y e , i. 9 > --jR�✓o ul �\ �/ � m _ U �N _ Nco6 U) 0 ,q7z 'L > c mo"i0 � q;nb- mm? A N q)co�-0 �mm0 0 .� -4 m 'T 0 �- � �V" L .6 N L .E �, Q) c w 0 O a 0 � 0 w = :< . _�y e , i. 9 � 40 ul , E�6 U) A . .� ... .� -4 m � �% ~ � 0 0 o j �, p m W' O a � � 0 w = U) -<G �D W Y 0 W M W W O �_- U Q-4 W C--4 � E-4 U � W �--� o 0 E-4 ,_� A' O '-I P-11 W E--4 > P4 � no N O U m 134 A O 6 � 3: F_ U I- w w 0 U m 0 w 0 z 0 m L-- co z 0 �„ w ca A WD � 0 0 0 o 2 p co ca di J o 9I 0 0 0c/)4 1 U U U Q4 A pa b % U U U = W u a iii I m m z o w (=) O c .+.- C�2 .fl J E: . 4 INDEX TITLE: =A SHEET NO: 5 of 10 n DATE: 02/03/14 _, ! 77 (D U) E-1 � N E-+ ~ � WI o Q �, p W' O a � � N = U) -<G �D W W M � F- W O �_- Q-4 W C--4 � E-4 U � W �--� E-4 ,_� A' O '-I P-11 W E--4 O Q, F-_l HC 04 J F- F_ I- w w co DOM. PROJECT NO:11.0 093 INDEX TITLE: =A SHEET NO: 5 of 10 n DATE: 02/03/14 _, ! 77 15" RCP U al" RCO 1 , OU4483.73' I It !: \ ..... %,. LEGEND \ i \1 U) N � �;,�,.., ""'. .", H � ENTRANCF @ I c (D = > j APPROPRIATE TO MAXIMIZE PUBLIC SAFETY. o k Ln -p. 1- -T M , I , 3.05 SILT'qNCE � i .2 r_ I 1: "I REAL ESTATE BUSINESS I & U \ I c — 11-1% i � 3.0]7 1 :� I F I � e E c , ;� - �, /,,,, ,,sC55!45:_E 0.5,�� 11111111-11- _ __ __ I " ....... . . ....... . \ EX. Rl TO, BE,&EM'GVED - Wl_ - - - - _ - ___ - __ - -- ----- ___ - ___ - I 1 - - _ _ __ __ ___ -------- -,-- _ - - _ - __ - __ 1p t --EX , __ . — - ,�. _ ,,,\ " - __ ,-- i - - Ek W.I. -) V.S.-I ., — - . . "O z, - I - sl J, S,TR-_El __ ___ _ 4�L � __ _ _y - e 1, - __ D � � , _ - -_ ___ __ __ __ ___ ____ __ __ ___ . ` i, 11.1 t I r - -- ,�u _ __ - -, _.- _ - -1. ______ --- .--- , -_ - __ -_ _ __ -, - -_ _ -- _____ --- - --- ____ \� I Ill i , (1) 6"x6" TEE p �l . I - - ----- L__ I __ - 4 'iiik. i_�.__ - I - .1 - Am;�ff____t__ig;�, --t --- --- _ __ - __ -,-- _ -,--- -_ — ---.--- ____ __ _. - ___ - - --- -,.-- ___ - - s \ X - I/ �� / ,� PROP. 20' WATER , __ - __ - , _A - a " ,� ":, ". � ,,�,r - ,,.j, __ ----. -I---- , - ___ (/ L,,- 1, � w w _w W —w _w ___4 . 11 20' RUN OF DIP SAN. _______L__L�L_ , - --- __ ___ L:Als t1l I -C-6 I __ ___ - - - - , ,.-- __ __ - 4� __ - - __ ,-- I,* ,-* I / ----A--- � �� / __ 0 ��-":i��,",,,,,,:,,,,'��t�;,",,,,�,,','i�i:�i;i�...�;."".� " WATER CROSSING ' s W PROP 4" SAN. LAT. F R B_ftD W I 4b- -;- t / PR '. 6 \ 19W . � . \ \ I — —S —S —S —s — S —s — — —s — —S — `1 �l . 1\ \ CL: LZ CD n Q:: cr __ PROP. ,1111111111.!---_�` � N�' �",/ . t. — — ';D�* \*\� 45*BENDFE i uc, I 1 96 1 ..�� T! I 0 , 1� X ti, ..�. _ON;� - (7�i ..0 � __ .. ."ll `,�"l t . 7 0 __ 0 ,j 4 ��) _/::fEASE�LEN .- � 9, I Itl � - I \ . i 2fl 1 -c) - I I 1>11 P u * (" W'�� — 7 _w - w 1:4 = a; I -11 �l __ _____ PROPOSED 450 sf BUILDING ADDITION I;,,� W — W =-_ ,4 w w w - I N u , 'jtt. 7 -I-, I ::, �i*,'i`,'�*. � I/ I "'I ADDITION BELOW INVERT OF EX. 12 LINE TO BE CA:)PED r, - 1 (1) 8�/W TS&V -, 6USTOMER. 4, _. _ - .. I \ K) " � , _ \ / ° HYUNDAI SERVICE AREA STOP -~~ \ ------ \ \ ^ '~� ''~~' , � | ~``_ --- \ S'65O 5F 12' RCP |N=40448 ' `-`_ ' ° 12" RCP O0T=404.08' N \ � , - * SEF VICE PARKINC ,� I ; I / 6.0' u au Ilk rp " w1ml PROTECTED, / I 6 aj 1 1 C'� u 3-L 0 t-.) Lu - -<�, co� \ INDEX TITLE: \ \ U \� SP5 � ~ � ��' �� /'\ �� ' | � � � ' |\ ~~ � \ �� oo ` ,� ~ ~� uP \ ^ Lu � | \ -- -- .~| \ U U U | � \ i -|~__ �\ � | U./�. � > �� U | �� J w� �� (D | ----~^ -�- ' --- ` ~ \ | ' ' -_-___ � ____ � ' �D �� ° ----__---- ~ \ ' � \\ n nc/mm/mu �� . | \ ---- T--- ---- E� FD�� | \ �� \ \ / �� 9 Li \ ` � �,, / \ 12, �� (0T= �� "� ` � �n'./� . \ \- — --� % . | i \ | \ pART3 STORA�E < �� . - 1,4 � | ( 'r4 � 1J.3OO 3F \ \ - -- \ `` �~� i '�' � ` � | | \ OV�7OU� \ \ � ` --- ui -cc � ` � ~ \ \ \ ( \ O0 SF �� ` �� ptf \ ` ) ' K \ ( - '� \ \ ��~ R U ` CAR WASH ` \ ' (SHOWROOM \ u� i \ =�' co \ ' \ 3F \ \ } ` �� - / o-| \ ' �~~ 11 R ~ 2.4BO \ DISPLAY AKLa~ \ � � " \ �� \ ' �� ' � ~ | ` - \ rp�� /� �� \ | ` ^/ \ \ \ �� \�� / | � �w�� am---�u--uu \ \ | l2UU ��) � \ \ \ N| U -- �� '-- ` \ \ \ \ \ ' ' \. �� dy � ~�� I �� \ ` \ \ ~ ) TT&� T}T�T(°T7 \ \ �� ._~ �u ~� � � ° '\ \ \ ~�� % \ \ ` \ \\ \ \ u/�u � /��`'�� \ � SAL[� \ ~ � | \ \ �~� �8 w \ __ ____-- \ \ \\ / \ /" T�(lT T7qp | ( 3.45O 5F `�` �~ //�L� � > \ »~� �� I EXISTING �� -----' -4��- \ \ \ | ------ \ nr �_-1MM(l &o � � \ �� ~` / ( // � ' �� C� �� c� rim ` ! ' --1 i ^~ �� m�� \ \ \ \ | (/ ___ __' __' --' --- --- --- --- --- \ -� UUU � \ | = --- -_- --- --- --- ---- u�� ° \ \ | \ N0TE� \ | ��°c ��) k `\' | ! om ' - � | n / ` \ ' \ / LOCA�ON OF B0��N� i c� -` ^ \ ' ` \ cn ~ '`~'�~ | / 11 m / \` � \ \ -- �� / A5 "APPROX LDC��ON��Hc��0N SITE ) � -~- ' �\ `� �� ' �� \ \ l | -- � � PLAN D --JUL� 2� 1 ~^~ �L�N | *� / I cd I m -,4- uj --; � � � `^ / |-- \ i | \ | | '��` ! ""'�" """' "' --- --- --- --1 \ ' � � � / 1,`;;: r �� ------- / � ` �� | � ` / �-� �=~ --- \ �1~ l� ___----- \ \ / �� / ` � _------- \ / '[ �� . � \ _-- � \ \\ \ ' \ ' \ \ � ` � / _ �� / � ` \ ---- ~ \ \ c �---^ � � �] � � � � \ � \ --- / \ \ \ \ ` \ \ � ` ^/' --- Y^�� \\ \\ \ \ �� \ \�\ \ \ \\\ \\ \ \ \ \��~^ST�WER ~��---- -°~ \ \ c�-` �_� . \` �\ \\ \ \ `\\\ ' LLI (D cz /'///'`|/� \\\\\\\\\`\)|| ____ \ `` �o p��K�� /r-------�`` | � `\ �-� �~� ttt, ^ �\ '\ \ \ \\ \\ \ \ �� / / / ~ � \\ \ | | \ ' | � / ` �� ~� \ NO�� UNLE3S OTHERVN3E NOTED, ALL u? -� ~_'~ -`� � \ \ / ' �` E ' '-' c�~° ' \ '� � \ � \ \ +- �� / / / / � 1 | / | / ' / ' \ co ` SERVICE PARKING |� FOR THE �� rn ~ � � � �q y`� ] \, \ \ \� \� \� ` \\ -~o'~~ J! / / / /`.7 \` ( / ( /�// '////,///\ ------i ` � \ o^�nur �KK ncmFR�H|p BUILDINGS, | | // �` | | YC) \/ U �� ~� U c:) | T\` �`` `� '` \ \. '\ \ \ '�� `� � / / / / ^.` ` `` ' > � ' \ ' \ � // � _ � `` _ \ cmo"'"" "~'~ ~^~---- - ^~-1 � �: �� ` ` \ \ \ � �\ \ ` -- ' `` , / 1 \ ' ' ' \' ` ' `` / \ �\ \ \ \ \ \ \ --------------- /'///'// ^ \\\\\\\\\\\\ \ `^^ � \ ` \ \ \ ` -----------� ' \ \ \\\\ \\ ` � \ \ \ � \ \ \ \ \ ---- ---- / /' / / ^ ~ \ \ \ \ '\ ^-~ / �� J \ \ \ \ \ � \ `� / / / / `�` \\\ \\\ \ \\ `\ \ | ` y` \ \ � \ \� \` \ \ ` \. `� �/ / ' ' / ^ -`� \ . �\ . \ \\ \\ \ � \1----4 / _-- --- �� . -/� / ' ~~ --------------� ~Y ' � ~�� i \m� '' � �� // / __________~ [�� *\ /, /��| 0SpLAY �� M �� | � \ �;n � \ '� \ �\ ' ' \ ` \ ' � ` ` ` � ' ' \ \' ' �� \ -'' | ' ` .` \ \ \ \ � ` . \\\\ \\ \ \ \ \ ------___-- . � ~\ ` \\ \\ \\ \ � \ \ \\ ///// /'r_ / \ \ \\\\ \\\ \\ \ \ ^-�[�T0p�pARNK��---/ ____ "f ! � [� � \ \ \ \ \ ` \ -. ` ``--__ - `� / // / /' / / ^ `l \ \ \ \ \ \ \ \ \ � \ \ \ � _- - `-`-` _ -1 - '° ~^ -�~ ~- | \ � ��| � �� ; ` h ` ` ` ` \ �� ~� �_ ---___ ---�___~\^ � ,� / � '.` � ..� \ � \[ \ `~__ _ -- ____ � N��|mrm �� | ��| ' � � . ---� - __ - __ - I\ \ \ 1\ __ _". — . - _ _ -, _ -------- -,-- ,- 1, 11 '__ -, Or/ llll�ffl , ."... ,-, .....'...." I 1. CHARLOTTESVILLE /ESkl///4' REAL TY Co. /7��' T7�/�� 7\n �/��z�. VA CANT ��' ��/� /u��v/�. �z`� LO ro SEF VICE PARKINC / _-- --- �� . -/� / ' ~~ --------------� ~Y ' � ~�� i \m� '' � �� // / __________~ [�� *\ /, /��| 0SpLAY �� M �� | � \ �;n � \ '� \ �\ ' ' \ ` \ ' � ` ` ` � ' ' \ \' ' �� \ -'' | ' ` .` \ \ \ \ � ` . \\\\ \\ \ \ \ \ ------___-- . � ~\ ` \\ \\ \\ \ � \ \ \\ ///// /'r_ / \ \ \\\\ \\\ \\ \ \ ^-�[�T0p�pARNK��---/ ____ "f ! � [� � \ \ \ \ \ ` \ -. ` ``--__ - `� / // / /' / / ^ `l \ \ \ \ \ \ \ \ \ � \ \ \ � _- - `-`-` _ -1 - '° ~^ -�~ ~- | \ � ��| � �� ; ` h ` ` ` ` \ �� ~� �_ ---___ ---�___~\^ � ,� / � '.` � ..� \ � \[ \ `~__ _ -- ____ � N��|mrm �� | ��| ' � � . ---� - __ - __ - I\ \ \ 1\ __ _". — . - _ _ -, _ -------- -,-- ,- 1, 11 '__ -, Or/ llll�ffl , ."... ,-, .....'...." I 1. CHARLOTTESVILLE /ESkl///4' REAL TY Co. /7��' T7�/�� 7\n �/��z�. VA CANT ��' ��/� /u��v/�. �z`� LO ro SHEET NO: w� m ~^ � 10 � � \-/�-\5 ,� \ INDEX TITLE: \ \ U \� SP5 � SHEET NO: w� m ~^ � 10 � � \-/�-\5 WIDTH VARIES -4,000 PSI Concrete at 28 Days PLACE 5' GALVANIZED WITNESS POST WITH REMAINING BACKFILL SHALL 71 rF 8 10" CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT NOT CONTAIN ROCK MATERIAL 0) E c TO HIGHWAY DEPARTMENT APPROVAL. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL L 36"MIN LARGER THAN 5" IN ANY W DIMENSION COMPACTED SUBGRADE #4 @ 12" EACH WAY FINISHED GRADE 8"MIN INITIAL BACKFILL* (6" LIFTS) ............ 8" VDOT 21AJ 95% COMPACTED EMBEDMENT THOROUGHLY COMPACTED 4"MIN 24':MIN INITIAL BACKFILL SPRING LINE BY HAND OR APPROVED OF PIPE n MECHANICAL TAMPER k AL PAVING SECTION r9 8 81, 8 E3 MF MIN NO. 68 STONE L<� 4. CONCRETE PADS PROP. MAINTENANCE BUILDING 6 BEDDING BEDDING 6" max NOT TO SCALE --------------- ADJUSTABLE VALVE BOX W/ LID #68 STONE 4" min a BINGHAM & TAYLOR FIG. NO. 4905 FOUNDATION (SHALL BE SCREW TYPE) OR APPROVED EQUAL STABLE SOIL ROCK REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL (ALL PIPE) z STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF ;z I/ lIZ14 4(4 #68 STONE. , NOTE Li o.3 028 FOUNDATION IN POOR SOIL UNDER-CUT CONDITION 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VIDOT RIGHT-OF-WAY SHALL BE Z-� M.J. GATE VALVE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED '�'ONAL AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED V 4 U13 -4 ko -4 ko 1.4 4'MIN INITIAL BACKFILL —\ UNSTABLE 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" CQ r- L� co P=4 81, 81 #68 STONE BEDDING OF NO. 68 STONE' C:0 CID r- CIO --2" SM 9.5 �--GRANULAR FILL AS APPROVED BY ACSA 111 L SANITARY SEWER INSTALLATION DETAIL 2500 P.S.I. Cn SP6 NOT TO SCALE CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK I.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. ci U C-) M 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED C'43 ABOVE THE INITIAL BACKFILL. 3.TH E INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. ca TYPICAL PAVEMENT SECTION M NOT TO SCALE U13 co r- CIO 0 DUCTILE IRON WATER PIPE Uj INSTALLATION & BEDDING 'I-, 1--- 1-1 NOT TO SCALE CONSTRUCTION OF A SILT FENCE Ed (WITHOUT WIRE SUPPORT) Cn 1. SET THE STAKES UPSLOPE ALONG THE LINE OF STAKES. Cn MAX CD STONE WIRE SCREEN CONCRETE BLOCK CONSTRUCTION 70' Min ACCESS 3 SM 2A ASPHALT TOP I cr) EXISTING 2% 2% PAVEMENT WIRE SCREEN CURB INLET LU AU FILTER CLOTH 6" MIN. 21A AGGREGATE BASE EXISTING GRADE PROFILE 4. BACKIFILL AND COMPACT CD > 3. STAPLE FILTER MATERIAL THE EXCAVATED SOIL, TO STAKES AND EXTEND STONE IT INTO THE TRENCH. CONSTRUCTION ACCESS lamr*lf �--CONCRETE *GRAVEL FILTER EXIISTING *GRAVEL FILTER BLOC —POSITIVE DRAINAGE WIRE SCREEN WIRE SCREEN �-4 *MUST EXTEND FULL TO SEDIMENT WIDTH OF INGRESS TRAPPING DEVICE AND EGRESS OPERATION PLAN FILTERED WATER RUNOFF WATER -LOVERFLOW WITH SEDIMENT RUNOFF WATER WITH SEDIMENT -'LOVERFLOW FILTERED WATER �=4 \—DROP INLET SEDIMENT 2" x 4" SEDIMENT WITH GRATE E-4 12' Min POSITIVE DRAINAGE TO SEDIMENT SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) WOOD STUD CURB INLET SPECIFIC APPLICATION E4 2% TRAPPING DEVICE SPECIFIC APPLICATION E4 3) THIS METHOD OF INLET PROTECTION IS APPLICABLE THIS METHOD OF INLET PROTECTION IS APPLICABLE MAX AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY WHERE HEAVY FLOWS ARE EXPECTED, AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. C) B EXCESSIVE PONDING AROUND THE STRUCTURE. 4 di *GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE. *GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE. SECTION A—A F-- NOTE: A minimum water top of I" must be installed with a (W�CURB INLET PROTECTION (1p) U) DOM. PROJECT NO:11.0093 minimum 1" ballcock shutoff valve supplying a wash hose with a POINT A SHOULD BE HIGHER THAN POINT B. r7--�BLOCK AND GRAVEL DROP INLET PROTECTION (1p) NOT TO SCALE must be carried away from the paved construction entrcn(ce to DRAINAGEWAY INSTALLATION an approved settling area to remove sediment. All sediment (FRONT ELEVATION) _U6 INDEX TITLE: shall be prevented from entering storm drains, ditches, or watercourses. SP6 (5'�SILTXENCE DETAIL (SF)- r4--'� CONSTRUCTION ENTRANCE DETAIL (CE) P NOT TO SCALE P NOT TO SCALE SHEET NO: X of 10 DATE: 02/03/14 Luminaire Schedule Number Lumens Per Light Loss Symbol Label Quantity Manufacturer Catalog Number Description Lamp Lamps Filename Lamp Factor Wattage 19 Lithonia Lighting double @ 90 KSF3 1000M Specification Area Luminaire, ONE 1000 -WATT CLEAR 1 KSF3 _1000M_R3. 107800 1 2160 R3 1000W Metal Halide, R3 Reflector, BT -56 METAL HALIDE, ies ❑ Full Cutoff MEETS THE HORIZONTAL POSITION. A2 'NIGHTTIME FRIENDLY' CRITERIA 35 Lithonia Lighting TFL 400M RA2 FV CONTOUR FLOODLIGHT, RA2 ONE 400 -WATT CLEAR ED- 1 TFL _400M_RA2_F 32000 1 462 (PROBE) (6X5) DISTRIBUTION, 40OW MH, -28 METAL HALIDE, V_(PROBE)Jes CLEAR LAMP, W1 FULL VISOR HORIZONTAL POSITION F 10 Lithonia Lighting quad @ 90 KSF3 1000M Specification Area Luminaire, ONE 1000 -WATT CLEAR 1 KSF3-1000M-R3. 107800 1 4320 R3 1000W Metal Halide, R3 Reflector, BT -56 METAL HALIDE, ies ❑ Full Cutoff MEETS THE HORIZONTAL POSITION. ❑ n ❑ A4 'NIGHTTIME FRIENDLY' CRITERIA 3 American Electric 125 40M SC R3 DG 125 SERIES, 40OW PULSE START ONE 400 -WATT CLEAR 1 125_40M_SC_R3 31000 1 454 Lighting MH TYPE 3 MED NON CUTOFF BT28 PULSE START _OG.ies ❑ METAL HALIDE, B HORIZONTAL POS. 0 ❑ 143 El ® ❑ F3 El 2 Lithonia Lighting triple @ 90 KSF3 1 OOOM Specification Area Luminaire, ONE 1000 -WATT CLEAR 1 KSF3-1000M-R3. 107800 1 3240 R3 1000W Metal Halide, R3 Reflector, BT -56 METAL HALIDE, ies Full Cutoff MEETS THE HORIZONTAL POSITION. 'NIGHTTIME FRIENDLY' CRITERIA 11 Lithonia Lighting Triple TFL 400M RA2 FV CONTOUR FLOODLIGHT, RA2 ONE 400 -WATT CLEAR ED- 1 TFL_400M_RA2_F 32000 1 1386 (PROBE) (6X5) DISTRIBUTION, 40OW MH, -28 METAL HALIDE, V_(PROBE).ies CLEAR LAMP, WJ FULL VISOR HORIZONTAL POSITION Statistics Symb Max/Mi Avg /Mi Avg /Ma Description +0.0 Avg Max Min + 0.2 10. 6 + +7.1 of + 5.3 +- 5. 0 4. n n x Jim Price Chev. 0.1 .o 200.3 (D U existing lighting R ❑ A4 ❑ A4 35.6 fc 0.0 fc N/A N/A 0.2:1 +1.0 +64.3 fc +158.4 +90.2 +11 .2 10 • fixture layout +124. 9 +1.1 0.1 0 4.5 New Maintence 1.1 fc 9.1 fc 0.0 fc N/A N/A 0.1:1 Facility + 0. K1+ + 1.6 +7. .3 +131.3 Property Line +78.0 4.9 fc 84.0 fc 0.0 fc N/A N/A 0.1:1 Property Linr Rte. +4 .5 23.5 fc 36.8 fc 2.8 fc 13.1:1 8.4:1 0.6:1 29 +0.0 +0.1 +0.1 +0.1 +0.3 +1.8 Plan View Scale - 1" = 4( .0 0 .1 .1 �.1 .1 1 .5 1 .6 7.5 +79 + 6.7 5.2 1.3 2.4 3.1 STANDARD LIGHTING NOTE FOR ALL PROPOSED LIGHT FIXTURES ONLY: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. b.0 ' t.0I / *o.d I +oJ1 I -Vi ALL FIXTURES WITHIN THIS AREA ARE PROPOSED FIXTURES. ALL FIXTURES SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. ALL EXISTING LIGHT FIXTURES ARE TO REMAIN. SEE ZONING AFFIDAVIT ON SHEET SP1. O 138.0 .7 3.2 6.6 +70.9 6.7 +30.2 133-- --+30. 116.9 16.9 +5. 7.2 136.0 +64.6 159 ALL FIXTURES WITHIN THIS AREA O � ARE PROPOSED FIXTURES. +51.6 4.0 2.1 +87.1 +123. +107.1 1 7.1 126.0 +11.9 +15.3 9. +69.4 4.9 +1 1 15.5 +72. +66 22.1 A4 A2 +48.7 L5 52.2 +88.5 +98.7 +104.4 +73.5 +127.2 N26,7 +443 131.6 137.3 +66.7 +57.1 • 12 .4 .8 8.1 130. 137. .2 8.7 A4 137.0 5.7 +833 +68.0 +9 +803 +1033 +72.5 +72.5 +55.2 '58.0 {70.6 189.2 +62.0 +40.5 135.7 126.0 124. +63 no +08 O z 6i J U +0.0 +0.0 10. 0 10. 1 + 0.2 10. 6 + +7.1 3.7 + 5.3 +- 5. 0 4. + + .3 2 +72.8 +76.8 + 0.5 0.1 .o } (D U ❑ A4 R ❑ A4 ❑ A4 O p� +0 .0 .0 wo +1.0 +64.3 3 +158.4 +90.2 +11 .2 10 • 3: +124. 9 +1.1 0.1 0 4.5 ❑ A4 a .0 .0 + 0. K1+ + 1.6 +7. .3 +131.3 +139.4 +78.0 +70.8 +62.7 +78.0 +72.7 +67.9 +80.2 +68.2 +75.4 +77.5 .2 + 0.5 0.0 0 +4 .5 O z +0.0 +0.1 +0.1 +0.1 +0.3 +1.8 11 CD 1.3 +0.4 0.0 0 +121.1 + +127. + 90.3 +55.9 +5 .1 1.8 12.8 +108. +133.0 + 07.3 +101. *_0 .1 0.1 +0. +1.6 .0 5.3 .7 U) A2 DOM. PROJECT NO:11,QQ93 F +1.1 +0.2 0.0 0 +56.9 +67.1 +79.4 � +81.3 + 0.1 1.0 +86.5 +98.3 +122.6 00.9 +113. 139.0 . + 0.1 + 0 + 0.8 + 2.3 + 3.3 5. + + 6. + 4.8 + 5.3 + 3.6 + 2.1 + 0.2 0.0 + 1 0. 0.1 10.1 0. 10.1 0.1 0.1 + .2 0 10, 0. 0.5 10.7 0.7 .1 1.5 +1-5 .8 +2.1 2.1 2.4 +2.0 2.0 .3 0. 10. .7 .6 .2 16.0 4.7 5.4 1. 4.4 2.2 1.7 + 0.1 + 0. + .1 .1 0.2 0.2 + 2 + 0.2 + 0.3 + 0.3 + 0.3 + 0.3 + 0.3 + 0.3 + 0. + 0.3 + 0. 0.0 SEMINOLE TRAIL +0.1 + A � .2 +0.2 +0. +0.2 .2 +02 +0.2 +0.2 +0.2 +0.2 +02 +0.1 +0. +0.1 +0 0.0 0.2 +0.2 0.2 10.3 0.3 0.3 10.3 0.3 0.3 10.3 0.3 0.3 10.3 0.3 0.3 10.2 0.2 0.2 10.1 0.1 0.1 + +0.0 0.0 .0 +0.3 10.5 +0.2 10.3 +0.5 +0.5 11.6 +0.5 .5 .5 + + 0.5 +0.5 +0.5 +0.5 +0.4 +0.3 + + + 0 0.0 13.1 +6.1 +0.7 10.5 11.9 1.5 +1.5 1.5 + 1 .6 + 1.4 + 1.2 +1 .5 + 1.5 + 1.7 c 1.5 + + 1.1 + 1.0 0.0 113.7 .6 .9 13. + 13.5 11.4 112 12.2 114 12.3 11.0 +1.5 +1.1 +a_0 +0 +1.5 F B B 15.3 10.3 +17 +1.3 12.0 13.8 +5.8 13.5 .5 113.1 113.1 13.3 +5.8 B +5.2 12.5 12.4 12.13-1. .3 *0. 0 10.5 + +0.6 +0.8 4 4 127 +1.7 12.6 12.9 13.1 13.8 13.5 13.3 13.2 13.7 +4.8 +4.4 +3.1 13.3 +5.0 0.0 0.0 +4. 1 11.6 .5 +1.4 + +38 4. 11. 1.5 .7 4. +4.0 12.9 +3 +3.6 12.5 13.4 +16.9 3 0.1 .2 + .6 +0. .8 +1.8 +1 .2 15.2 +1.0 +6.5 +12.7 12.0 +10. +9.9 19. +6.4 13.5 10.5 +4.5 +2.9 +4.3 +8.0 +16. 1 . F3 F+0.0 0.1 .4 12. +4.6 12. +0.1 .0 +0.0 +b.0 .0 +0.0 .0 .7 +54 +5.0 +8.2 5 3 F 0.1 1.0 +1.5 +37 18.1 +5 .0 12.5 +6.6 +6.9 +1 + 7 C 15.7 +6.3 12.4 +.1 +5.9 8 9 +6.0 +7.5 +14.3 1 3 0.1 130.5 +42.1 13.1 .3 .5 +4.1 15.6 +9.6 2.9 +1 .4 F3 0.1 18.3 +7.8 11.1 11.0 3 + . +7.6 +12.3 +4.4 0.1 +1.3 +1.3 +1.3 +1.3 +1.1 + .4 +8.6 13.3 124.7 0.1 13.4 11.2 11.1 13.8 18.7 +3. 5 + .4 + 7 .5 0.2 +13. 13.6 + . +10.4 +0 12.8 .4 .0 +5.0 +10.0 125. 4.9 F 0.3 132. + 2 18.8 +5.0 13.4 13.0 4.6 12.9 13.5 +5.2 124.2 � F 0.9 +543 110.3 +17.9 +14.9 +7.6 +4.3 +1. +4.4 +5.7 +10. 126. +8.4 2.3 3 +52.2 137 +4 .1 1.0 +15.1 14. +1.0 12.2 12.3 12.7 +8.4 +11.0 +16.9 +1 Q F .2 5.(0 157.3 +6 .7 Q 46 2.4 134.7 +13.4 +8.2 .0 11.6 + + .5 +10.2 116.7 3.3 ❑ 8.2 +47.5 +5 A A4 + 08.6 5.2 +46.0 128.9 +18.0 +1 .1 10.0 +16.0 10.4 13. .4 +40.0 A2 11.5 ALL FIXTURES WITHIN THIS AREA ARE PROPOSED FIXTURES. ALL FIXTURES SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. ALL EXISTING LIGHT FIXTURES ARE TO REMAIN. SEE ZONING AFFIDAVIT ON SHEET SP1. O 138.0 .7 3.2 6.6 +70.9 6.7 +30.2 133-- --+30. 116.9 16.9 +5. 7.2 136.0 +64.6 159 ALL FIXTURES WITHIN THIS AREA O � ARE PROPOSED FIXTURES. +51.6 4.0 2.1 +87.1 +123. +107.1 1 7.1 126.0 +11.9 +15.3 9. +69.4 4.9 +1 1 15.5 +72. +66 22.1 A4 A2 +48.7 L5 52.2 +88.5 +98.7 +104.4 +73.5 +127.2 N26,7 +443 131.6 137.3 +66.7 +57.1 • 12 .4 .8 8.1 130. 137. .2 8.7 A4 137.0 5.7 +833 +68.0 +9 +803 +1033 +72.5 +72.5 +55.2 '58.0 {70.6 189.2 +62.0 +40.5 135.7 126.0 124. +63 no +08 O z 6i J U rCD +40.5 +57.8 +80.7 +81.8 ❑ + ❑ + + +114.6 a2.2 +119.6 +17913 +174.8 +140. 0 156.9 +72.8 +76.8 +55.0 +45 +6 5 ' + 3.4 } (D U ❑ A4 R ❑ A4 ❑ A4 O p� wo 0. +64.3 +118.2 +158.4 +90.2 +11 .2 10 + + A +105.1 +1623 A463.2 -163.2 +124. 15W +109.0 +91.7 +5 .4 +4 .2 4.5 ❑ A4 a A4 +65 ) +80.5 +131.3 +139.4 +78.0 +70.8 +62.7 +78.0 +72.7 +67.9 +80.2 +68.2 +75.4 +77.5 +68.1 *85.0 +72.5 +89. +62.5 +4 .5 O z J --; U- f: e4 O A: 2.5 CD J +121.1 + +127. + 90.3 +55.9 +5 .1 1.8 12.8 +108. +133.0 + 07.3 +101. +111.4 +102.9 +87.0J7.7 +88.8 +60. 138.9 .8 .1 5.3 U) A2 DOM. PROJECT NO:11,QQ93 F O +56.9 +67.1 +79.4 � +81.3 +52.0 1.0 +86.5 +98.3 +122.6 00.9 +113. 139.0 1 +803 +19.0 + 0.2 3.4 5.5 30.3 34.2 35.9 32.6 4.1 .7 .6 .2 16.0 4.7 5.4 1. 4.4 2.2 1.7 36.8 4.3 3.0 1. 1 SEMINOLE TRAIL RTE, 29 12.9 0 i C Q 0 .0 - 0u FA- �✓E NNCOU QcpUlZu >��0 4mm 0 o`rd-° L U h i O MICi ! ERS 9 Lid No. 33028 red `'ZONAL T O U Q' O A m w Y U w 2 0 �Uj �i m Z U di M 0 W Z U) 0 0 O z 6i J U rCD cn 0 (D U U U (ia wo I W ` ��,aa Q4 U a 111 ( � Q z o w � O z J --; U- INDEX TITLE: SHEET NO:,,7' of 10 8 n DATE: 02/03/14 rCD 0 (D Q wo ` ��,aa Q4 W f: e4 O �� Q CD J H W W U) DOM. PROJECT NO:11,QQ93 INDEX TITLE: SHEET NO:,,7' of 10 8 n DATE: 02/03/14 FIXTURE "A" FIXTURE "K" FIXTURE "clop FIXTURE I I$ FIXTURE "I" > - O 01 0� _ _ u 01 c\11 (m j Z � O_ � co 0 N S - U (dl- L q/No. 330 0 NAL EN ul Z 0 o o E O o cv A W A � 0 0 0 CJ U m w Y V W V co O ° U3 -4 z U cn r7 c W A U C: C O V O U m U m 0 w z z U, w A \ 2 \ O 0 Cl 0 ul Z 0 o o E O o W W A � O CJ U Lz O w Q w 0 -+1 CQ I M W r m 6W 0 a a No w F- F- W w U) Ii H z w Icn • E W � Z W C) C J '4 LL- 4 Q E Mol a DOM. PROJECT NO:11. INDEX TITLE: SHEET NO: ,W of 10 9 DATE: 02/03/14 LIGHT POLE LEGEND o4 SINGLE LAMP " DOUBLE LAMP �NNcz6 DOUBLE LAMP TRIPLE LAMP CD \ o QUAD LAMP i I I i I I SHRUB SCHEDULE TREE SCHEDULE Qty. 141'1� QTY CANOPY AREA TOTAL CANOPY LANDSCAPE REQUIREMENTS ICH 0 Ilex crenata & cvs. - Japanese Holly 73 PO g Plantanus occidentalis - American Planetree 1 1,475 sf 1,475 sf PROJECT AREA: 52,200 sf PL 0 Prunus laurocerasus &cvs. - Cherry Laurel 25 Minimum Caliper - 3.5" TREE CANOPY REQUIRED: 52,200 x 10% = 5,220 sf TM- 45 -68D5 TREE CANOPY PROVIDED: 5,573 sf (10.7 %) Note: AR Acer rubrum &cvs. -Red Maple 2 510 sf 1,200 sf WAL -MART NOTE: All new shrubs are to be 24" Minimum Caliper - 3.5" ` REAL ESTATE BUSINESS ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL minimum at time of planting. i "I BE ALLOWED TO REACH, AND BE MAINTAINED AT, Cercis canadensis &cvs. - Eastern Redbud 10 124 sf 1,240 sf I USE: RETAIL MATURE HEIGHT; THE TOPPING OF TREES IS CC Minimum Height - 6' -7' ONE: HC XISTING WOODED AREA PROHIBITED. SHRUBS AND TREES SHALL BE ': Z E PRUNED MINIMALLY AND ONLY TO SUPPORT THE V1, : _� OVERALL HEALTH OF THE PLANT. CF ° ; Corms florida & cvs. - Flowering Dogwood 13 124 sf 1,612 sf I. ;..? , Minimum Height 6 -7 3i , . ;a ;' f' ` -- l CL X Cupressocyparis leylandii - Leyland Cypress 2 23 sf 46 sf ~ __ -- - M Height 4'-5' _..._ - - - - -- - - - - - - - -- -- - - _ _ - _ --' _.. _ t g - _ - _ Minimum - TOTAL PROPOSED CANOPY AREA - 73 sf \ , , i t -- - - - - -- ---- - - - - -- - - - . °, _Q - _, I - - -' _ -_ - - -- ' \ \ -- - - -. __ -- - -- - - - - 1 Z l \ \ \ l.. - - -- -- -_ —. _- --___ — — __ _. _ _ -- - -- __ .. -.. .. �c�r�rQ - _.._.. 1 \� \\ l�0 - -.- - - Y - _.. _ - _ _ -_ -- - -11 \_ \ - \ - ` 29 YEX. -E LAND { ixn :K o z'= cr " -- _ - -' - \ 1 -1 - _ - - ----- - - -- ----- 464- -- - - -- - -- -- -- -- -- - _ ..._ \ CY R €ASS: _ - -- - - _ - _ - - '.; - _. _ - -- _ •o.. -J x _ - _ - __ _ _ . - .W-- - - -- _ Q .475. _ _ __ - - - y` %� ,.. 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I ','' t, - w �- STRIPED I - CYPRESS - . . _ . . _ . —i• - i—fi ' i ' 7 PL v 3 ICH v I 1 () () �) C I � _ISLAND I i \ A I I I I I I �. . I I I \ 3 ICH �� (3)` I H N I I \ I I I I I I I . �� , it �\ ,; I r _ _ �EX. LIGHTPOLE - I �`i I I I I I - -- ,, 1 � I I I I I I I I I I I( I - 1)I CC t __ I TO B E REMOVED �� O ` 1 �� _ I 1 0.J ' l , r:::::::�::: � °� - - - - � i � . �.. \`� v 3 ICH (3) ICH � I \� v\ "lli I ,k k' t t ( 111 - - - -, , I (5 B RNIN� — 1 N ``� _EX. DOGWOOD _ . (2) CF • - -,� i { I ` � 1 -,3 \ U�H . - . I — (3) EX: - I 'I �1 � °�� (12) ICH ` ( 14" �m� �\ �� I �� 7 F8) PL —� —w _ ``�,— —w —w —w —w —w — w � `� \ BURNING I — - - \— i _ —w —w —w —w w —w —N —w —w —w �- -ww —w —w —w —w ,s �` w t I i P i t I I' w --w _w � 0 w —w t=w. —w —w —w —w�$w —w w `� (4) EX. i ,� !' \ , I , i 3 ROJECT AREA Iw i w, �-w \ . - ` JtiNtt -' - I '4 i I _ A =46 663 SF - - - - r r ; / _ - _ • _ �4 i 1. 11 i () `tG (5) PL _ - It, I - - - - I ;'... (7) EX. y190LLY \ i i 1 i -� ` ` __ __ ! v , O ICH (3) ICH i — — — - /. I (1) `` ; I i , �1 I CC i (3� 4 - 1 DBUD =- " i� - i t - \ TW =477.2 �r „T 1 N - - 1 i (2) X. 1 I I E�(. RE _ I BW =477.2 ,� _ -- \` i E � 1 � 479. �� ,... } i f - - -- I � _ - - =die -. - z �` _ "BUR S (1) F PROPOSED RETAINING l- ��- --��- - -- I1 II I W =473 5 -.,;, I — — — — — �� i 2) IE I i ' I WALL - - - -, f - =:: 11 I r (MAX HT. =6) I �? ( - - - I v T .a' ,. * ' I I I i , 1 'II _ WITH 4' HT. CHAIN 1 - - I'll FENCE LINK �` - �`:�:s. ( '' % ( .. BURNING �' �`� I i" f I 1 1 - _ ` _ 1..1, a . `��1- I 1 - - - o - - - - �� 3)I EX. INKBERR�' ; (�) EX I �� i I I k:.`: vII '� I dpi `I l 1 �t ' - - - - ! I I (5) EX. IINKBERRY 't % I - 1 ' I I I ' I ___ ! ' - - - � �E BUS _ �T, 11 r O x. , I 11 1 I -- -" I _ - -- I I I I .3 BUR B I � I I 48$- - __ - - _ I , : a t �I 1 1 - - - - I � I I � � (6) EX. I '� t i 11 i _ — _ `�fl. 1 I - - -- —� I I w < I I I JUNIPER ? I ; '� ; _ _ I -- - 4 I i (11) EX. LEYLAI� I ° I TM -45 -68 \ I ,' 1 ' 'I `` I i I r 41 C' ESQ - \ I I I . i_ I I i I 11 I [ I 1 E I I �I ' ` ( ' - - - t - - - - I JIM PRICE I (5� EX. INKBERRY K-�� ` 4�0 �1 I ! - - - - - -- -. 4' ' � - - -- I CHEVEROLET I it (2) EX. BURNING cn - - - - I � , i I --- M" I I I ` ` , _ - �$2- I h I 1 I A =10.00 Ac. °� 1) CD I .. I k I I i I I , ` 1 I I I — — (2) ICH I? EI ! I - - -- \ I I - i i T\ \ \ l - -- I :� I\ - -- _ _- - -" -- - -- _ - - E - - -- -- - . - - \ - t t I i I I \ \ \ \ - - - I T IN g 'I �1 i i — (2) EX. JUNIPER (1) CF I 3 SEX. : L \ \ \ \ \ t� ; I1 ! j I - - - - - - - — — — — — — — — — — — — — — (4) EX. BURNING BUS .11 x. P i�4� 1 ! .O MICHA, F WERS 9 Li�,,�`No. 33028 �7 ( Y ��SIONAL E�� 4 - .� r. r. H V_ co w A 12C,2 L M O � p \I) �NNcz6 FA m Z A CD \ o .L ��°��O co CD ° 0 a_ °='mm? a) '�mm0 C, .� W O — .� N co Y W 0 0 LU _ P i�4� 1 ! .O MICHA, F WERS 9 Li�,,�`No. 33028 �7 ( Y ��SIONAL E�� 4 - .� r. r. H V_ co w A 12C,2 .. O � p O j_ M FA m Z A CD \ o M -, c co \ o co CD ° 0 0 C, W co Y LU W U ZO F_ 1 co W z E U W 1�1 U U Q: O `l O U in d , O U M' FA m Z A CD \ o M -, c co \ o co CD ° 0 X. tl m 0 W z O Cn w 0 zl —1 Cq I in I vv ° v v vvv V ;� •.�i j I j i - - -- - - -- �, (3) EX. (HOLLY JUNIPER Iv v v\ v v ; I I I I �; (1)ICF I v v \ 1 1 I - - - -- x v -- ' T\ y � v \ v ; ` / I `-, t 1 '� l , ` I i '/ \ (3) ICH y �9 Iv v v A I t t' I i - - ;, � I I ..� . . . . . . _�"'. I ; \ - - -- �� \ \ x i - - -- ! \ \ ._ - - -- _ �� I I i v v vV -- _- - -- �' i I I 1 , 'I I I I - - -- - - =- I �_ I I `, .r, Pa ( ICH 11 : i _._ _._ I I I 1 / I / , E T \ \\ \` \\ \\ \ ! ! \ I ; ' 1 ` ! ' \ ! % - - - - I. —= ' °; ! (3) ICH (3) ICH EX: DOGWOOD I '��, ,� v v \ �` A t� I i i I I I . E/ I I �\ F--I `, \ �. \ \ \ °� `\ \\ i �' I \ I 1, I ', ! ) I I i i - - - - ` a,' i EX. REDBUD I I 1 ! W v v \ \ \ v, I I i�� , v C-) O v �' y v v v 1 I I i I r/ 1 ) _ --_ A � I (3) iCH v` U `v v v v v v v v �` ' j' -} i i �I i' t _ ,y ` (2) ICH y! �� `° v v v v v A vv v v. v v .v _... __ ' -- __ - - - / ? I - _ / 7 r I - -- -- - - --- - -- -- __ --- - - -- - -- -- -- - - - _ I--a i �' I I i \ ' ; , \ ` _ t i v y v \ \ - - - - - 488` -_ ; i % i I I , i i ' , I ; _ �`` / / ( I I i - , - . ,y A y \ v v v v -- -- - r / / .� x I � I I ; , 11 I -- �__ iii I -- -- - - *v \ I I I , k v v v v v vv `v v\ - I 1 'I I° ,, '; I I I - %1 I I I I I I 2 CF - 1 '� \ \ � \ V \ � tr'' i -, ,1II1I - + + O OIC�\ x , r' , t \ \ \ \ \ \ \ \ , i i1 I't,I E t �� - - - -- - f i " : �I \\ ! W v y \ \ \1 \\ ' \ i ,' 1 1 t I 1, 1 1 l i -� v y \ v _..,.. i - --- -- _ t i1 I t k1 I I i t �I I v - I W� 11 11 \\ \ \ \ ��` `v - - -_... _ i ) t I I i i t I -- - -- - - - .- - - - - � _ % ! 1 I , \ \ \ \ __ _ , 1 ; \ \ \ - (3) EX. I 11 vv v o v v y v. -- -- _ �� - - _,.- - _ - -- __1� / ,, /,n` I� , I its I �' i \OVA \\ \ -- I I i I I I I I I I I JUNIPER I �. E H \ _ _- - __ i f� ' �j I; V, y\ \\ ivv °., I I I I I I I I I I I ,� �'�% �I� \iv\ � I I I I I I I I I I EX v �v vv 4 v `- - _ .- --_' -_ y. _ _ ._ __ _ .- ._ - _ / \\ v v \ \ ��\ _ - - -- - - - - I B� RNI BUSH � � \ \ , -_ _ _ - - _ - - -- - - - - - -_ -- _ - - -- -- -- -- O CC I x - _ 0 - - - -- i �', A ` v A _ _ - - - - - - - - - - - - -- - - -- - - -- - -- - - ' U) � x_ 50 I �� \ \,' \�\ �r - x - _ - v I t� \ - - -- - - \, - ` _ - -- -- -- -__ -- --..._ . ----- __ - , - \ - -- -- - - - - -. - -- - - -- - ..._ - EX: DOGWOOD 1 _ - - -� \ I \ - _ _ - - -" - ` .. -. T -_. - - _- - - - - -- -- - -- . -. __ - - - _ _ __. -- --- - __ - - I _. - - _ __ - - - - _ - - ---- __ _ - -- ) CL - - _ - _ - - - - -- - -- - -- - - - `_ l �1 _ w - -- =- _ 11 `` \ `�- 2 � \ \ I F—I O _ - x -- - 510 I \ \ \ \ _ -- -- - -- -- -.._ ._ - - - - . - ,,`- - -- \ \ _ x- -- _ - - .\ '__.. ._._ ..._ _.— ' - -- . -.. - .. I \ \__ ` __ .__ _.....-_ _.. ._ _- -� — --- .._..._ .._ �_ a,.:�..... 2 liF �''"s ry "irr: �.' i s l s - _ x - _ - \ - - - - - '- - -� -_ - - f �. (11) - _ - -__' ._ - _. - _.____ LL -- _ _ O EX __ _ __ - - _._ _ _ _ _ x_k -- - -. \ - _ _ - -. _. -. - - J PER � 1 �. - _. \ U w x' o x _ - - - - - _.. _. _ - - - - ` ".- ._X -. -X_^ _520 - __ -- - - _:- x =�-.xJ _ __ _ _ _ _ _. - _ - -- EX. DOGWOOD OD cn x x- X- x_�z-_X -- �%- x =x=�x EX. BOXWO z EXISTING WOODED AREA TM- 45 -68C CHARLOTTESVILLE REALTY CO. USE: VACANT ZONE: HC I lei W&D �EM Qa z w o J a--1 U_ 4 1 U 9i DOM. PROJECT NO:11,0 1 INDEX TITLE: I I SP8 I 30 0 30 60 90 I SHEET NO: ,8' Of 10 SCALE: 1 " =30' I , °) DATE: 02/03/14 i 1_, 1 - A CD \ o M -, c co \ o co CD ° C, co W U :21- lil o co I U U U = Q U U U b zl —1 Cq I in I vv ° v v vvv V ;� •.�i j I j i - - -- - - -- �, (3) EX. (HOLLY JUNIPER Iv v v\ v v ; I I I I �; (1)ICF I v v \ 1 1 I - - - -- x v -- ' T\ y � v \ v ; ` / I `-, t 1 '� l , ` I i '/ \ (3) ICH y �9 Iv v v A I t t' I i - - ;, � I I ..� . . . . . . _�"'. I ; \ - - -- �� \ \ x i - - -- ! \ \ ._ - - -- _ �� I I i v v vV -- _- - -- �' i I I 1 , 'I I I I - - -- - - =- I �_ I I `, .r, Pa ( ICH 11 : i _._ _._ I I I 1 / I / , E T \ \\ \` \\ \\ \ ! ! \ I ; ' 1 ` ! ' \ ! % - - - - I. —= ' °; ! (3) ICH (3) ICH EX: DOGWOOD I '��, ,� v v \ �` A t� I i i I I I . E/ I I �\ F--I `, \ �. \ \ \ °� `\ \\ i �' I \ I 1, I ', ! ) I I i i - - - - ` a,' i EX. REDBUD I I 1 ! W v v \ \ \ v, I I i�� , v C-) O v �' y v v v 1 I I i I r/ 1 ) _ --_ A � I (3) iCH v` U `v v v v v v v v �` ' j' -} i i �I i' t _ ,y ` (2) ICH y! �� `° v v v v v A vv v v. v v .v _... __ ' -- __ - - - / ? I - _ / 7 r I - -- -- - - --- - -- -- __ --- - - -- - -- -- -- - - - _ I--a i �' I I i \ ' ; , \ ` _ t i v y v \ \ - - - - - 488` -_ ; i % i I I , i i ' , I ; _ �`` / / ( I I i - , - . ,y A y \ v v v v -- -- - r / / .� x I � I I ; , 11 I -- �__ iii I -- -- - - *v \ I I I , k v v v v v vv `v v\ - I 1 'I I° ,, '; I I I - %1 I I I I I I 2 CF - 1 '� \ \ � \ V \ � tr'' i -, ,1II1I - + + O OIC�\ x , r' , t \ \ \ \ \ \ \ \ , i i1 I't,I E t �� - - - -- - f i " : �I \\ ! W v y \ \ \1 \\ ' \ i ,' 1 1 t I 1, 1 1 l i -� v y \ v _..,.. i - --- -- _ t i1 I t k1 I I i t �I I v - I W� 11 11 \\ \ \ \ ��` `v - - -_... _ i ) t I I i i t I -- - -- - - - .- - - - - � _ % ! 1 I , \ \ \ \ __ _ , 1 ; \ \ \ - (3) EX. I 11 vv v o v v y v. -- -- _ �� - - _,.- - _ - -- __1� / ,, /,n` I� , I its I �' i \OVA \\ \ -- I I i I I I I I I I I JUNIPER I �. E H \ _ _- - __ i f� ' �j I; V, y\ \\ ivv °., I I I I I I I I I I I ,� �'�% �I� \iv\ � I I I I I I I I I I EX v �v vv 4 v `- - _ .- --_' -_ y. _ _ ._ __ _ .- ._ - _ / \\ v v \ \ ��\ _ - - -- - - - - I B� RNI BUSH � � \ \ , -_ _ _ - - _ - - -- - - - - - -_ -- _ - - -- -- -- -- O CC I x - _ 0 - - - -- i �', A ` v A _ _ - - - - - - - - - - - - -- - - -- - - -- - -- - - ' U) � x_ 50 I �� \ \,' \�\ �r - x - _ - v I t� \ - - -- - - \, - ` _ - -- -- -- -__ -- --..._ . ----- __ - , - \ - -- -- - - - - -. - -- - - -- - ..._ - EX: DOGWOOD 1 _ - - -� \ I \ - _ _ - - -" - ` .. -. T -_. - - _- - - - - -- -- - -- . -. __ - - - _ _ __. -- --- - __ - - I _. - - _ __ - - - - _ - - ---- __ _ - -- ) CL - - _ - _ - - - - -- - -- - -- - - - `_ l �1 _ w - -- =- _ 11 `` \ `�- 2 � \ \ I F—I O _ - x -- - 510 I \ \ \ \ _ -- -- - -- -- -.._ ._ - - - - . - ,,`- - -- \ \ _ x- -- _ - - .\ '__.. ._._ ..._ _.— ' - -- . -.. - .. I \ \__ ` __ .__ _.....-_ _.. ._ _- -� — --- .._..._ .._ �_ a,.:�..... 2 liF �''"s ry "irr: �.' i s l s - _ x - _ - \ - - - - - '- - -� -_ - - f �. (11) - _ - -__' ._ - _. - _.____ LL -- _ _ O EX __ _ __ - - _._ _ _ _ _ x_k -- - -. \ - _ _ - -. _. -. - - J PER � 1 �. - _. \ U w x' o x _ - - - - - _.. _. _ - - - - ` ".- ._X -. -X_^ _520 - __ -- - - _:- x =�-.xJ _ __ _ _ _ _ _. - _ - -- EX. DOGWOOD OD cn x x- X- x_�z-_X -- �%- x =x=�x EX. BOXWO z EXISTING WOODED AREA TM- 45 -68C CHARLOTTESVILLE REALTY CO. USE: VACANT ZONE: HC I lei W&D �EM Qa z w o J a--1 U_ 4 1 U 9i DOM. PROJECT NO:11,0 1 INDEX TITLE: I I SP8 I 30 0 30 60 90 I SHEET NO: ,8' Of 10 SCALE: 1 " =30' I , °) DATE: 02/03/14 i 1_, 1