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SDP201400011 Plan - Approved 2014-10-24
(�j \) q) _ - _ EQ 'n MINOR ITE PL N MEN MENT FOR C a) .L 0 (f) �m��po N @ JIM PRICE AUTOMOTIVE E C ow TM 45 P RCEL 68 x RIO ISTRICT� L EM RLE CO NTY, VIR INI v p eye SDP89 97 SDP94 41 SDP94 62 SE)P97 001 AND L0R#1 BUILDING OFFICIAL $� August 28, 2014 �"� z �� o� s``�,, Francis MacCall r +� I Principal Planner IOU Zoning & Current Development - - -- -_-_-------- - - -- -.. — __.. - -. _ . -- - � 401 McIntire Road -- -.. - -- ��yy Charlottesville, Virginia 22902 employs vatirs have been with Jim Price Chevrolet since 1979 have no memory W additional fight fixtures being installed. At the same time they befieeved that the fixtures in 1 question have always been at the current locations. : ,M RE. SDP201400011 —Jim Price Auto Dealership— 2150 Seminole nraii, Aibemarie County, . In a visual inspection of the fixtures in question and an inspection of fixtures that are pe ✓ti =�f Virginia recorded on gust site plans indicates that the base and pole of each questioned fixture is o� identical to those of the fixtures that are on record. This includes signs of aging, which are identical and s that the fixtures were installed at the same time 1978 or 70). �i�• r -� <^ Dear Francis, t LITTLE RHINO STUDIO, P {> The site inspection also shows that the pate lights along the north property line that are w E-4 Qp t i7{a Box 2257. CfiErNOiidaviiie VA 2M PI der his confirmation of our August 19 2014 discussion with Michael Myers of Dominion 143411 WO-2457 saainirn.cx�m not shown on plans, have been completely overgrown by the adjacent evergreen trees, Zi r ease consider t y g Y which are shown on the 119"7 landscape plan. Most of the s have reached or passed ~i r M Engineering in which you discussed that all of the existing light poles and ifixtures at the referenced site P E--I the height of the poles snot #tae branches have spread beyond the poles to where the ' 'oy are grandfathered from the current "Dark Sky Ordinance" regulations in th(e Albemarle County Zoning s Ordinance since the were installed prior to the date of the ordinance. To this end, we hereby certify that lighting efficiency is questionable. This suggests that the poles were installed at the � 0 � Y P Y fY April 22, 2014 same time as the trees, when the trees were small and the distance between pole and C) all of the existing site light poles and fixtures were installed prior to the August 12, 1998 enactment of tree appeared to the untrained professional to be adequately spaced. Zoning Ordinance Section 4.17.1, or the "`Dark Sky Ordinance." Michael F. Myers, PE As an architect who has worked in this community on and off since 1973 and is familiar with W W Dominion Engineering 1y Also, as you had discussed with Mr. Myers, the lights located at the front oaf the site along Seminole Trail 172 South Pantops Drive engineering and construction as they were at this tirne, I have come up with what I �� E•--1 h' Y Charlottesville, VA 22911 believe to be the most likely explanation for the absence of 27 light poles on the various record � W are not required to comply with the June 14, 1989 ordinance prohibiting spaillover from parking areas because these lights are located in display areas, and not parking areas. site plans=. Based on tare information summarized above, I believe that the non - recorded light „ A 9 P Y P 9 Re: Price Hyursdai/Truck Maintenance fixtures were Installed as a change order clueing the original construction. Since the site ..•r� s engineer was not needed in order to install the additional light pries„ he never produced any „r All new lighting fixtures will comply with the current ordinance requirements for full cutoff fixtures and Dear Mike drawings which indicated those poles, When the Owners applied for a site plan amendment to spillover requirements. add the used car facility in 1989, the Civil Engineer who produced the site ItEari, based his site .<.. ,,, ;. •••.v; � At our inset runt meeting with the Albemarle County sons staff. regarding the rsferenraaed plan on the record plan: he had prepared in 1917. I# he actually went to thus site, he did not pay I --�- -1 attention di ,. tte tip to light i a result his 1 ro ecI the planning staff informed iris itaait the had made a visit o site and found that ig Poles that already existed. As :� a meat plan of 999 only � Q We thank you for our assistance in this matter and look forward to the approval of our Minor Site Plan p d , l g Y s t t the tea I. •;�:;, �' F., ,:. �} Y Y • staowieitl what was on the original an fixsm 11377' with the proposed n poles that r venal existing outdoor site light fixtures do not appear on any past like plans that are on Ri po new g2ca a were being Amendment as soon as is feasible. record. to following up on this discrepancy I hate, with the Owners' assistance, made an added in 1989. The same thing happened agam.in 1994. � E-4 601 r extensive "investigation. Following its a summary of our firstlings. �• Even though the current request is only for a minor ssmendmsent to the site plan, it Is my Very truly yours, The Owners have t copies of eve drawing of their facilities recommendation that the current site plan be updated to show all existing conditions as the are !M1 n �,� ; �p rx every 9 fact ties that has been produced since � Y s <', ; '' x " the design of the original building i i i ' i • today, iricludi anything end everything that does not appear on an past record plans. The wl g b g wh ch was designed m !977 and occupied in 1979: Vi/dh the y ►+9 Y� ! pPa. Y P p H ' '<'' n I h same should be considered for both site t fixtures arts for landsca elements, In the Owners' assistance, have looked through all existing plans, In addition, !fire Owners have F—i . case of � � „„: h� „ ., •r;x , looked through all Purchasing words (which only go back to 19gi?j relating to their Milt landscape elements, I do not suggest recording svei'y individual shrub, but simply facilities. T v include an accurate recd of the areas that are covered shrubs. Indiiriduat trees should be Sandra Price Amato he Owners also have two erripks+ees who have been with the company since the b5 construction f the original building and recorded. Parke spaces have already been discussed with the Count and I understand that ~J Q e for Jim Price to uctio o erg g we were stale to interview theme two ermployees. l also n9 pa y Legal Representative m 9 P made a personal inspection of each light fixture in question where I examined the sand those will be accurately shown on the current Plan„ along with type of parking designation. �i O P k�U pole bases than compared them to other existing poles and bases that are included on past s o ! Please t back to me with an u ', please i---i W Count of Albemarle planning reds. got y q and if you are in agreement with the above, I � � � s � � a feel free to in+sdude a copy of this letter in your correspondence with the Planning Department at O � H Commonwealth of Virginia Plans that have been referenced in'our research include. Albemarle County. N is a On this- 1_._ -- day of `f lyq}tltl#t INI JlJJr 7. Original site plan„ dated 8111X11977 with revision date 1218;78 Yours rY truly; w E �� �W, 2, Site Plan to construct a used car facility on the site, dated '10!2511989 2 y' 4 personally appeared before to nd acknowledged that he /sly a �. L � `�. 3. Site Plan to construct a Hyundai showroom on the site, dated 7=1994 � foregoing InStritiitettt. `�p�.� NO ?ARY ''y�1'� g g 4. Note that the Owners never requested or received an "as- bull!” set of dr�wmgs at any of s o £ qq PUiBLIC the periods noted above. Rat Barber Ander€on, AAA 4 " NX14— C� ft�- -- -Notar Public RYC3. WMISSIs7 President, tittle Rhino Studio, P, DOM. PROJECT NO:11.00 �r Y �'} ; MYCOIJAiNlSSIOfIr�� * t • There are 27 existing tight fixtures which do not appear on any of the referenced site INDEX T c��cda FIRES lrp �= �6; f ptaris x' s No plan could found anywhere which shows the light fixtures in question. TITLE: No purchasing records could be found that indicated a purchase of sii#e light fixtures T 4r'I },R.- y. `mil/ •` AL'M OF tiP� ''4�.rrriisun► +nt�`� since 1990, P O. Box 7463 Route 29 North Chartatte:sirille, Virginia 22906 SPI Phone (434) 817 -1681 Fax (434 897 -1660 wwwr.jimpriceauto.com SHEET NO: 1 Of 9 DATE: 02/03/14 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICA11ON AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXIS11ING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REWIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLJ110N DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING U11LIlIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week prior to the pre- construction conference, one week prior 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 and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Eirosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to 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 erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing aictivities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 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. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of 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. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:OOpm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale off 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 months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. 18. (Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17 -207B) ARV SITE DATA & GENERAL NOTES BOA ABBREVIATIONS CO LEGEND CTV CABLE TELEVISION DI SITE DATA GENERAL CONSTRUCTION NOTES: DUCTILE IRON PIPE GENERAL ELECTRIC FH FIRE HYDRANT FM FORCE MAIN F &C FRAME AND COVER OV4ERMXLM 1. Prior, to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be GT GREASE TRAP GV GATE VALVE EXIST PROP EXIST DESCIMMON DESCRIPTION ROSENTHAL, ROBERT H & HARRISON NESBIT II TRSTS U/TRUST AGREEMENT & HENRY & PRICE obtaiined from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the ABAN ABANDON(ED) MAX MAXIMUM W W 0 PO Box 7463 requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. PROPERTY LINE m x 12° TC TOP OF CURB ELEVATION CHARLOTTESVILLE, VA 22906 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 ' " "° C x 12° BC BOTTOM OF CURB ELEVATION 3. Erosiion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be o Q O 0 LEGAL REFERENCE & SOURCE of TITLE: DB 828 -202 installled prior to any clearing, grading or other construction. AHD AHEAD MON MONUMENT CONCRETE __0 ---o o BUILDING SETBACK x 12° FL FLOW LINE ELEVATION U 4. All slopes and disturbed areas are to be fertilized, seeded and mulched.` U 5 CD MAGISTERIAL DISTRICT: RIO 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be APRX APPROXIMATE NIC NOT IN CONTRACT 6` E tP x 12 EOP EDGE OF PAVEMENT ELEVATION SOURCE OF BOUNDARY SURVEY DOMINION ENGINEERING achieved." 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 � 6" deemed necessary in order to stabilize a drainage channel. BFE BASEMENT FLOOR ELEVATION OC ON CENTER ,r x 12° SPOT ELEVATION SOURCE or TOPOGRAPHY. DOMINION ENGINEERING 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. U x 12°TW TOP OF WALL ELEVATION 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 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 i `� " x BOTTOM OF WALL ELEVATION 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 ' -2 CG-2 TEST PIT LOCATION/BORING LOCATION BENCHMARKrsi: TOP OF EXISTING SANITARY MANHOLE NEAR EAST CORNER OF SITE = 460.19 GENERAL CONSTRUCTION NOTES FOR STREETS: STANDARD 6" CURB '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 -3 STANDARD 4" CURB . BENCHMARK WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the CB CATCH BASIN PRVD PROVIDED G_ CG -6 � IRON FOUND requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. COMBINATION 6" CURB & GUTTER SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY CG -7 the Department of Engineering (296- 5861) 48 hours in advance of the start of construction. - 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 CENTER LINE RCP REINFORCED CONCRETE PIPE underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CL CHAIN LINK REM REMOVE y ,. ������ FIRE LANE STRIPINGW " ' DRAINAGE LINE CURRENT USE. AUTO DEALERSHIP AND MAINTENANCE 4. Erosiion 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. CMP CORRUGATED METAL PIPE READ REQUIRED - - R° ROOF DRAIN REDUCE NEW CAR SALES BY 825 SF 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on aF CBE BUILDING ENTRANCE 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 - SEWER 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 LD LOADING DOCK PER USE 841 IN ITE TRIP GENERATION 7th EDITION, for approval CY CUBIC YARDS RT RIGHT F TO 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 WD REDUCTION' AUTO CARE CENTER: INCREASE BY 9,357 GSF. horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. ( ) y P C/C CENTER TO CENTER R/W RIGHT OF WAY - W WATER LINE PER USE 942 IN ITE TIP GENERATION 7th EDITION, 7. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance ` = E FDJ 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 INCASE GE 84 WD• field verify the length of all storm drainage pipe. {u. - SIGN NET INCREASE = 84--27 = 57 VPD 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 -- .4.- : ° ° -- 2 ° °w 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 sTIREET BUILDING = 36 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 = 10' Albemarle County Engineering & Public Works Policies July 1998; Revised 30 January 2003 w" W ° "" 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 ^^' ""� 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 the Director of Engineering, or the Director's designee, it is deemed necessary. °HT 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. EX EXISTING SWEL SOLID WHITE EDGE LINE _________. _.__ ___________- STONE WALL U °T UNDERGROUND TELEPHONE LINE Additional clear zone may be required depending on the category of road design. EXIST EXISTING SWILL 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 CI.IT-V -°ATV CABLE TV 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 0 -f - -a , 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 loper shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road 1D GRADE TO DRAIN TC TOP OF CURB - - - -- x SILT FENCE " = 0 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 s be posted 5mph below the design speed: i F, [ PLUG OR STUB 15 Roa d 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 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 00 INDEX CONTOUR of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. ''``� -- { �� 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 0 0 SEWER MANHOLE with VDOhseo camera inspection procedure and with a VDOT and /or County inspector present. In addition, if high- density ,,,,, CROSSWALK o00 CONTRACTOR'S COORDINATION RESPONSIBILITIES of th ene HDPE pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should p p p hold preconstructionpmeeting y nstallation LT LEFT SEWER CLEANOUT a for training. g UTILITY J , °' I`� ACCESSIBLE CURB RAMP 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICA11ON AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXIS11ING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REWIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLJ110N DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING U11LIlIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week prior to the pre- construction conference, one week prior 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 and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Eirosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to 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 erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing aictivities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 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. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of 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. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:OOpm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale off 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 months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. 18. (Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17 -207B) ARV AIR e1�LEASE VALVE BOA BLOW OFF ASSEMBLY CO CLEANOUT CTV CABLE TELEVISION DI DROP INLET DIP DUCTILE IRON PIPE ELEC ELECTRIC FH FIRE HYDRANT FM FORCE MAIN F &C FRAME AND COVER F &G FRAME AND GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT MH MANHOLE PVC POLYVINYL CHLORIDE RIM RIM ELEVATION SAN SANITARY SCC STORMWATER CONVEYANCE CHANNEL SD STORM STIR DRAINAGE STRUCTURE TSV TAPPING SLEEVE & VALVE UP UTILITY POLE Wt WATER LINE WM WATER METER WV WATER VALVED { HANDICAP PARKING ® WATER VALVE & BOX VAN- ACCESSIBLE HANDICAP PARKING `� FIRE HYDRANT ASSEMBLY VAN V N ® WATER METER PARKING TABULATIONS FOR EXISTING AUTO DEALERSHIP REQUIREMENT: 1 SPACE PER 1500 SF DISPLAY AREA 6 "V 6" VALVE EXISTING SHOWRROM DISPLAY AREA ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INISPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDI1ION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552:- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION EFFECTIVE JANUARY 4, 2012. ... .... EXISTING OUTDOOR DISPLAY AREA TOTAL DISPLAY AREA CUSTOMER PARKING REQUIRED __ ...� _ CUSTOMER PARKING PROVIDED ACCESSIBLE PARKING TOTAL ACCESSIBLE SPACES REQUIRED TOTAL ACCESSIBLE SPACES PROVIDED 30M SF 33,637 SF_ 36,637 SF _ . _ ..__ 25 SPACES 27 SPACES 2 SPACES 4 SPACES REQUIREMENT: 2 SPACES PER STALL PLUS 1 SPACE PER EMPLOYEE aX. © WATER WELL x GAS VALVE 2' o GAS METER 0 0 ELECTRIC MANHOLE 16 x 1= 16 SPACES EM 28 SPACES PARKING PROVIDED; ® ELECTRIC METER + LIGHT POLE 0 TELEPHONE MANHOLE ' ❑TRANSFORMER PAD UTILITY POLE GUY POLE MATCHLINE NOTES: _ _ 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. _ 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. FOR PROPOSED TRUCK MAINTENANCE FACILITY REQUIREMENT: 2 SPACES PER STALL PLUS 1 SPACE PER EMPLOYEE PROPOSED SERVICE STALLS 6 x2= 12 SPACES PROPOSED EMPLOYEES 16 x 1= 16 SPACES PARKING REQUIRED I 28 SPACES PARKING PROVIDED; .32 SPACES e MIC F. -MYERS-- Lie. No. 33028 �',SI QNA L w m 0 w Y U w U U M 0 U-1 M C7 W 0 OE � co 0 co CNZ 0 -- W 40 ° O c N N N U i C o� Z � 41 mm0 N �:D w vmm0 0 Na��o �CN � .� LLi E c O W W 0 0 e MIC F. -MYERS-- Lie. No. 33028 �',SI QNA L w m 0 w Y U w U U M 0 U-1 M C7 W 0 11111 � 0 F_� _!::4 0 � co 0 co CNZ 0 -- W 40 ° O c � Q N �:D w CD LLi �:D O W � w�� Z o o o Q O 0 Q di ~ U U U 5 CD I. V3 pa r7 r7 V U 11111 � 0 F_� _!::4 DOM. PROJECT NO:11. INDEX TITLE: SP2 SHEET NO: 2 Of 9 r � DATE: 02/03/14 E-1 � Q N �:D w CD Q, �:D O W � w�� � Q O 0 Q di ~ w w CD DOM. PROJECT NO:11. INDEX TITLE: SP2 SHEET NO: 2 Of 9 r � DATE: 02/03/14 LIGHT POLE LEGEND DISPLAY AREA TABULATION PROJECT AREA TABULATION STORMWATER MANAGEMENTZADEQUATE OUTFALL NOTE > _ = o SINGLE LAMP AREA AA ......................6,756 SF AREA A ...................... 46,663 SF BASED ON DECEMBER 12, 2013 MEETING WITH ALBEMARLE COUNTY ° N N AREA BB ......................2,477 SF AREA B...................... 967 SF ENGINEERING, THE ADDITION OF AT LEAST 5% PERVIOUS AREA WILL m Q w ►� DOUBLE LAMP AREA CC ...................... 954 SF AREA C...................... 2,311 SF SERVE TO MEET THE STORMWATER MANAGEMENT AND ADEQUATE 'L, m Gi oz TM- 45 -605 AREA DD ......................1,241 SF AREA D...................... 2.259 SF OUTFALL (MS -19) REQUIREMENTS FOR THE SITE. THE OWNER IS s Z DOUBLE LAMP 4 WAL -MART NOTE: AREA EE ...................... 6,597 SF TOTAL AREA..............52,200 SF PROPOSING TO PROVIDE GREATER THAN 5% PERVIOUS AREA WITH o o m n o r \ VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM AREA FF ...................... 3,780 SF THIS MINOR SITE PLAN AMENDMENT. 0 N o `r `r ° TRIPLE LAMP j} REAL ESTATE BUSINESS THE ENTRANCE CORRIDOR SHALL BE ELIMINATED AREA GG ...................... 362 SF �C + QUAD LAMP USE: RETAIL AREA HH ......................6,156 SF - u AREA JJ .......................5,314 SF IMPERVIOUS AREA CALCULATIONS: E c 'A�., ZONE: HC EXISTING WOODED ARE TOTAL AREA ..............33,637 SF PROJECT AREA: ............................. 52,200 SF W ' ?s 5% OF PROJECT AREA: ...................2,610 SF NEW PERVIOUS AREA: ............. .....3,665 SF (7.0%)> 5% TOP4483.L=479.99' 15" RCP DI I GRATE TP= 4$8.83' 1 " RCR OUT 483.73' t l i r 45 , i k k �Y LIP �- REMAIN I I I :,: , � THIS UILDING TO BE _ - _ _ _ _ _ 73 � � qq-- al � � MICHA YER FULLY 'SPRINKLER + PROTECT�E LAT. _ f I � P P 4 N �4 1 EX � � �` �` �� � Y s _ „ _ 4 \ CO — : s— s— s— s as— s— s— s— s— PROe. 4" 1S& SAT.... CROP. 6 � . LLAO_ q LNG DI$pLq \ .. �., ......_ ...... " ...a _ �_ _ s e /tl '3 0 28 • • —t • PR9P,_6" FIR INE C0' 1 CO •— •— s— s— s CO .— .— s— s— s -AREA - P Y — • •— = - I � /� \ P \ \\ t • =t —i = t —t — �—i� =t t --• —• —r =r =i = r ---t --■ —t —t —r ._t — T. L +� EXISIING DISPLAY /P• �' \'" `o� / 1`� X3,3 I cr) �1 —it PROP. 1 WATER SERVICE T r --•• —• —r —• —r —• —i = i .—� • —• -- • • —• • —• ' S '� o ONAL E3 \\ w ° � � a • —• —1 =r • ._• • —0 + AREA B8` \ `\ z EX. DUMPSTER Lij o v 3z \ o o w° o a �, Z F- cn i _ _ 470 - — — i =� 5 S S -- S 5� s _ o s — 5 — PPROJECT AA�tEJ� C =— S ® 5 — 5 —\ -�5 \ \ \ \ d' _ a cu) --<m z „�� o ot; o — s r i — �° EX. SCAN. LAT. 2,311 S1F— \ r I \ _ � a o ^ o vN N w I _ - s / d ^ o. °C59_\1 \ X. OIL�G IT SEPARATOR 1�6,2 \ Q _ \ A Ito CAZ 0p ' "' ° z =' n ° ^ o J z f 5 'PROJECT AREA B= _ oo sn_ - ,5 � p 0' _ /CUST�MER S w -�°- m n ¢ X W o �¢ \ 967 SF " -r, r EXISTING SHOWROOM \ \ ►� \ v m y w I— ,� 0° �- N� = a ° I - - - S � I � � O Y PARKING � �>< o \ rri ` ¢ \ BUILDING 2 250 SF N z \ I w m� \ oo I1 / I I •rr (SHOWIROOM DISPLAY o \ \ 1 \ - _ X w + 73A + 3 cr? -, I I I I N(I 'I �rnoo I r, AREA= 800 SF) 3 131L _ ,S X1 I 110 I RVI E �PROPOSEm `, S' _ \„ / ° x 18.0 NEW PERVIOUS EX. LIGHTPOLE 1 �' ; 5 I -- I lOI PARKING CANOPY o Z AREA =277 SF \ 70.0' ° . r,,1 CO SW \ \ C:) c 18.0 � \ TO BE REMOVED I i ` - EXISTING STRUCTURE �°�, I I AP EX. 8 LINO 20 0 m CUSTOMER ,� \ 3.0 NEW PERI�IOUB AREA= FDC O - . • - • - • - \ I y - - - I TO BE REMOVED 1 •0 I' WITH 6" A ELIN� — — PARKING 434 SF _ . - END 20' I z ° I�'y - N PROPOSED 450 sf BUILDING ADDITION , J I i a°, O \ \ \ APPROX LOCATION EX. 8" WL w _ rn \ w --w —w —w —w — w —w — w —w, w —w y I �-• A FIRE ACCESS - \ - - I ' I I EXCAVATE FOUNDATION FOR BUILDING TAP EX. 3" LIN 0> - r PROJECT AREA I „ w w w — ww w W =w -- -� �'- �APPROX LOCATION EX. 3 -W , r� I v qw w --w —w —w —w w 'c- w w M / O WITH 1" SERVIC w / >> T w w'�STOMER • _ . ' I N �y ° V ADDITION BELOW INVERT OF EX. 12 EASEMENT • _ . I A= 46,663 5F I '' I CONNECTION - f PARRTNG 3 O `` ... ,.. ` � >u'• I - - - STORM SEWER ' _ • �D- I # ,• DI GRATE APPROX ---� N a I y 18" HDPE ti `:::' - - - 1 EP r I \ W + ONE WAY WHEEL ' ` F ' TOP= 470.94 — LOCATION - + STOP ) >x` "" _ HYUNDAI SERVICE AREA ff = \ X. SAN. I I is I } 3 12 RCP IN 464.49 E CU TOM R o I I m 3 `� 73�' -'`` ` 12" RCP OUT- 464.09' LIT PA KIN °D I t t . :n 9 650 SF ( � = 477.2`'`.` _ .E 8 w II °w BW- .2 1/ ::.~ - - - \ I I \ I_ I I I W -477 f:,; STAT\ON - - 1 y o c� AREA= - fix' � . :. I -� z 35 _- ---- _- - - -_-- - I °° NEW PERVIOUS "' "`- - - - - PROPOSED RETAINING _ - - - - - - - - - ' - " - - - - - - � `:,; "II''? "'`'" 11 237 SF ' ' © ` w o \ — DI GRATE WALL (MAX HT. =6 - ( I cn co o �� ° ' "` s \\ TOP= 469.04' °° t i 1 WITH 4 HT. CHAIN LINK N _ - _ ` f` I I y yy i /;''k `: >:; o/ J 12" RCP OUT= 467.74' I - + `- 1 0 0 0 ° FEINCE / " "' ><', I y i ¢� i I y got" U z w o ` I�� ��3 / ¢ t I PARTS STORAGE ( w g/ JI 1 1 e9 <d,..::. ",` - -- 1' rn� u'" y 13,300 SF I ¢ I w \ xow� 1 I I J wle w¢ t: l m r — cn a w¢ 10 I DI GRA _ w� 1 I I SHOWROOM I � o W a' y 25.0 s� — -- 88 - - - I 3,100 SF I m a. car, ., lad I y 1 y ¢ 18.0 ,_� I TOP= 8.56 I w ' 4 25.0' 18" RC I - 64' I CAR WASH I I I SHOWROOM I ° ¢ a� (! I 1 1 U 25.0 —� ( w cn w I { cn ' 25.0' - - - 8" RC _ = 2.62' 2,480 SF I I DISPLAY AREA= I a ¢ w \ o w i y `i I / ~ z 0 0 k oa ¢a z w O - - - -i8 18 i t TM -45 -68 I 2,200 SF) i -- , D W e r I yy y y W o 0 0 ICE I 4 18.0 34.5' , � w ¢ �- ! y J JIM PR \ y I I Q 4 fl� I SALES O �l I �� ,� I 1 1 A � EXISTING REVIOUS - - - W 1 _ CHEVEROLET I '�I a r� b EX G P LY .__ _ _ 3,450 SF V cn `� I z o 0 0 ROVED 4;�2 � Q •-. z :.'.�I a VED `3 - w •� ~. ,;. I A -10.0 W I w c� �w i � I w SERVICE SP - - ' ";" 5 Y �`' ° 5 �c 4 < :::' ;;I z / — — — — — J <c I I'- / m 4 a cr z cr a a z w k <, ::.. : "< : <> :: k • ;;;;.: x ° — — — — — — — — I N w Q W LLj m m ` *'` I rn P-1 1 N ,I I CE LANE \ I I = I / u I c+0 cn SERVICE a _ _ _ �. o0 7 960 SF - _ rr LL z 4 _ I I i 1 o J l '^ I is �a V I 1, R, £. W — 4i:i:iRio - U -- f k l p N — f f a. >s I f 18.0 `� �• ;� �t' � 34.0 f 36 0 ` l 8. w 1 15.9 18.0 b: • Hks<. 1 1 \, 1 ; , f a* � IE 26.8 I 0 0 18 18 .� f �,k U I �. o v�. NOTE: U g 4 a / ,o 'ii #�i:i:'i:. `;i9ii£ "•,: ' �iS ^ ° ' f� '' / CHEVROLET SERVICE AREA LOCATION OF EXISTING UTILITIES NOTED _°' _ - -- - cam„ N a W:` AS APPROX. LOCATION BASED 0 3 - x - - O 050 SF N SITE / w o ¢ '✓� PLAN DATED JULY 28 1989 BY .;.. WILSON (�j►. AND LYSIAK INC. iti £ "rri�" ` 1 i :.:. %. Y. \ v W h k S T OME R cn r y >: w 01 � PARKING I f;: J P A I— I in t0 / ENO TE L N 00 n SE VICE PAR KING IS FOR o W � W I \ :;.:...: <::::::: : w• .::: :: : : :.. .::.: :::::�..:. : : :.:...:.::::::::::> .::;. ��:..:::: I ,:::::• . : :.. ~: BUILDINGS. \ DEALERSHIP '.: \ -- 3.. O a I , i7T I I I I I I ,- — ,---------- - - - - -- -'`` W ��iii S VIC 16 I I I I I i I I ,,f L -"" P RKIN ¢ � Z I --- - - - - -- EXISTING _ '�\ /L/� I I ( I i I I r o DISPLAY . 24.0' 18.0' \ M� w 1 i7T I I I I I I ,- — ,---------- - - - - -- -'`` W ��iii S VIC 16 I I I I I i I I ,,f L -"" P RKIN ¢ � Z I --- - - - - -- EXISTING _ '�\ /L/� I I ( I i I I r o DISPLAY . 24.0' 18.0' \ M� w dropinlet Page 1 Line Inlet Drng i Runoff Incr Q Q Q Inlet Junct . . ... ....... . . ......... ... ..... i� - - ----------- - .. .. .. .. ..... ........ ..... .... . ...... . . . ... ............. . . . . . ...... .. Inlet Inlet Vel No. ID . .. . ... ... ... .... ..... ...... . ............................................... Inlet ......... ........... . .... ............ Q ................ . . ............ ....... ..... .. Byp Eff Type Slope S1, Sw Width . . . . . . ....... .. . ... ...... Spread Size . ... ..... ... Dn .......... (in1hr) --------- -- . . ........... ............ (cfS) (cfs) M .......... . .. . . ....................... .. .............. .... ... ..... . . ..... .. . .... ... w . . ... ..... ........... .... . .. . . ................ . CY) (ft) (ft) (ft) (ft) 1 1 ... ....... .... . . . ......... .. ---- -- --- ------- - --- .... ........ . . .... ..... . . . . .. ....... ............. . . .... ... . . .... .... ------- - --- 0.20 0.13 60 475 0.035 0.035 -------- -- --- O�05 7-91 466.50 . ........... . - - - ------- ... ........ . . . . 4.00 -Proposed- Grade:;i 0.11 - - - - -------- 0.08 0.03 475 Dp-Grate . .. .......... .... .. ...... .... . .. ... ......... .... . . . ............... ...... . ... .... . . ...... . . ...... . ...... ............ ... ... . . . . . . . .. ...... . .. . .... . . . . ................ ..... ... ........ . .... ... . ...... . .... - - ---- 3 3 . . ....... ... . . 4,00 OZO 0.10 ........ . ... . ... . ... 0.10 0.00 100 ......... . . ...... . ... ... Sag 0.010 2.50 0.02 9.34 0.16 4 3A 0.08 ... . . ... . . ............. 0.00 0.27 0.00 100 Dp-Grate Sag . . . . . . .......... . . . ....... . ..... . ...... ..... ..... ............ . . . . .... ......... ........... ............... .... . ... ....... 5 3B 0.11 4.00 0.87 0.38 . . . . . . . .............. .... ............................. 100 Dp-Grate Sag 0.020 . .. . . . .......... 0.05 10.46 3 2.01 .. . . ........ --------- 0.72 9.0 5.60 4.06 ............. ......... ... . ... .... 468.36 53.73 0.50 18 8.06 470 j 0.39 . . 6 3B 4 0.11 ...... . . ..... . . ....... ............ . . ....... ..... . . ..... ..... - - -- --------- - - . . . . . . ... ........... . 469.02 469.61 58.55 1.01 12 ............... 2.21 I 1.20 . . . ... . . . . . ..... ..... .......... .. ... . ... ... .. . . . . . . . ... ....... . . . .. ........ ......... . . . .. -- ------_--- - -- . . .... ............ ..... ...... ................ . . . ........ .......... . . .... ......... ... . .. 465 . .... ...... . ..... ... ........ . .............. 475 . ............... --------- - - ............... . .. . . ... ............... ....... .. . . .... .. ... . . . ........... ... . . . . . .. .............................. . ... .......... .......... ........ ....... . .... .... ......... ......................... .... -- ---------- . .......... . ...... . ...... . .. .... ....... ..... .... .. . ........ . . ..... ............... . . . . ........... . . .. . .. . ...... ....... ..... . ..... . .... . ..... ------ - .......... . . . . ............... . ...... . .............. 4 SQ R35 Nf, - --- - ------ -- . . ....... . ......... ...... . .... . .. . ............... ..... ... . . . . . ................... ..... . .......... ..... . . 465 ............... ......... . ............... ........ . . .... ..... ... ... ............. ........... ..... . .. . ... . ...... ..... ... ..... . . . .............. - - - - -------- .. ......... . ........... ..... . . .................... ....... ....... ... ...... .......... ... ..... .. .... ........... . .. . .............. ... . ........ .......... ......... . . ------ -- ... . ... . ........ .... ........ .... . ...... ------ - - - ------ - . ................ ....................... ......... ........... ........................... . ....... .. - ----- ----- - . . . ........ . . ..... ....... . .... .... . ... ....... .. 460 . . ........ . . . . . .......... .. .... . . ........ .. ... . . .. . ....... . . . . ............ . . ....... . . . ... ....... ............. . ......... . . ...... ...... .......... ..... ....... ..... ...... . . .. ......... . ............................ .......................... . .... ........... ......... ... ..... . ............... ... ........... . . ..... ................. 460 . ... ... ... ......... ..... . . . .. . . . ......... ...... ........ .... .... - -- . . ........... .... 470 . .... . ............. . ... ..... . . ...... ........ ..... - - ---- ...... ......... . .. . ....... . ......... ........ ... .... ...... ... ..... . .... .......... ............. . .. . . . . .......... . .. . ...... ... ... . .......... ..... . ...... ............................ ............... ..... .... .. . ....... ......... . . ...................................... . .. . . . ...... ........... ..... . . . ....... . ......... . . .... ............ . .... . . ..... ...... . .. ............ . ........... . . .. .. . ....... ..... ..... .... - - -- -- . . ... ..... . . .......... . . ..... 465 - 455 .. . .. ....... ... ... ......... . . . ................. ... . ................ . . . - - - - - - - - - - - 78! 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I f ...... . .... ........ ... 14 1. � I., .......... . . ...... ... 455 ............ .. . .. .......... ............... .. ............ . . . ....... ......... . . ........... ..... ... - ---- ..................... - ----- .......... ... ..... .... ..... ...... ................ .......... . ... ..... . .... . ............ ..... . . . . ..... ........ .. . ....... .................... ..... . .. . . . . . . .... . ............ .. . ....... . .... . .......... - ------ ---- ...... ........ . . ... . ...... . ..... ..... ..... ......... . ................. . . . ................. 445 ..... . . ... . ....... ......... . . . .. . ............... . ......... .... ....... . . ......... . .. .......................... ... . ... .... .............. ..... ......... .... . . . . . . . . . . . ............... . . ... .. ... .. .... ... ... ....... ....... .... 455 . . ---- -- ------- - ............. ..... . .... . ......... ......... . . . . . . ...... . ........ ......................... .................. .. ......... . ........................ 445 ..................... .... . . . ............................. .... ......................... ......... .. ..... ... ........... . .......... . . .. .. ....... ..... ........ . 41 .. . . .. ..... .... ......... ............. . .. ........... . - -- - ---- .. . ......... - - - -- ........... ...... . ................. .. . . . ... ......................................... 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STORM 1-4 PRO'.'ILE 440 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 dropinlet Page 1 Line Inlet Drng i Runoff Incr Q Q Q Inlet Junct Gutter Cross Grate Inlet Inlet Vel No. ID Area Inlet Coeff Q Carry Capt Byp Eff Type Slope S1, Sw Width Depth Spread Size Full Dn (ac) (in1hr) (C) (cfS) (efS) (cfS) (cfs) M .......... . .. . . ....................... .. .............. (ft/ft) (ftift) (ft) (ft) (ft) (ft) 1 1 0-21 4-00 0.40 0.34 0-00 0.20 0.13 60 Dp-Grate 0.035 0.035 2.50 O�05 7-91 466.50 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 6.70 3 3 0.03 4,00 OZO 0.10 0.00 0.10 0.00 100 Dp-Grate Sag 0.010 2.50 0.02 9.34 0.16 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 5 3B 0.11 4.00 0.87 0.38 0.00 0.38 0.00 100 Dp-Grate Sag 0.020 2.50 0.05 10.46 3 stmdrn Page I Line Inlet DnStrn Drng Runoff Incr Total Inlet i Total Invert Invert Line Line Line Capac Vel Pipe No. ID Ln No Area Coeff CxA CxA Time Inlet Runoff Dn Up Length Slope Size Full Dn Travel w .... .. . .. ... ..... ..... .. 0 (ac) (C) .. .. . .. .. ..... .. ...... ........................ . .......... . .. . . ....................... .. .............. (min) (in/hr) (cts) (ft) (ft) (ft) (%) (in) (cls) (ft1s) (min) . ..... 2 2 1 OM 0.90 103 0.94 5.0 6.70 5.07 466.50 467.21 142.31 0,50 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 8.05 4.61 i 0.56 4 3A 3 0.08 0.85 0.07 0.16 5.0 6.70 1.03 468.59 468.82 46.00 0.50 12 2.73 1.62 0.56 465 ................... .... ........ .. . . ....... . ....... - - - - - - -- - ----------- ............... I. ............... 460 .... .. ......... .. .... . .... ..... .... .... ..... . . ....... ......... . ... ............... . ....... . ... ....... .. .. . . ....... . ....... ........ . ......... 5 4 3 2.01 0.36 0.72 0.72 9.0 5.60 4.06 468.09 468.36 53.73 0.50 18 8.06 4.57 j 0.39 . . 6 3B 4 0.11 0.87 0.10 0.10 5.0 6.70 0.64 469.02 469.61 58.55 1.01 12 3.87 2.21 I 1.20 . . . ... SANITARY LATERAL PROFILE 0 *RETAINING WALL DESIGN TO SCALE: V: I"=tO' ROVIDE GRADE BEAM CENTERED SCALE: H: ..... . ........... ...... ... ..... . ... .. CQ SCALE: V: I"=10' 485 + c 11, . . . . .................... . .. 485 _r 4n� 0 C:) SCALE: H: 1 " =30' 1 CD 20 30 <4-) 480 w .... .. . .. ... ..... ..... .. 0 .. .. . .. .. ..... .. ...... ........................ . .......... . .. . . ....................... .. .............. .......... ... ............................................ . .................. ..... .... . ...... .......................... .......... ............ . . ... . .. . ....... ...................... . . ......... ... . .... Proposed -Grade - ...... ... .. ... . ..... ... . . ... ........ 485 475 + . .. ... .................................... .............. ... ........ ............... 475 ......... .... ........... ....... . . .. . . . ....... . ....... .... ...... . .. .. . ............... . . ...... . . ... ...... ........ ........ ..... .. . . . ............................ ... . .......... ........ ....... .. .. .... .. F4 n ..................... . + .. . ....... ..... ...... . ... . ........... ..... ... . 470 .. ........... ........ . ........ ...... ...... ... .. ... 485 . ........... ........ .... ... ..... . . ..... ...... ..... 71i v r- . ............. . .... .......... . "I w - " - " __ .... ........................................ .......... ... . 465 ................... .... ........ .. . . ....... . ....... - - - - - - -- - ----------- ............... 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IT HDPE 0 U0% .... ... ... ... . 18P-HDPE . ..... . . . . . ............... ......... .5 0% ................ . .. . .... ... ... 46 ............. . . _j ..... ...... . .. . ------- . ... . .... - ---- . ..... ...... ... - . ............... ...... ............ ...... . . . .... ......... ................. .. ........... ... .... .. . . ............. ......... . . ... .. . ............. ............... ... ....... . ........ ...... ............ . .... .. . . ... ..... ........ . ...................... . .... ....... . .. ............ . . ..... ........ . . ... .................. . .................... .......... ...... . .... ........................ ....... ............................................ ... . .......... . . ......... ...... 460 ................ ...... ................. . ........... w._._ . ........ .... . .. ... . ....... ..... . ............. .. .......... ...... .. . . . .......... ... . . . ...... ........ . .................. . .. .. . ............ .......... - - - ------ .................................... ........... . .... ..... . . . . .............. ... . .............. ...... . .. ...... .... ..... .. ... .. .. . ....... . . 460 ... .......... . - -- ------- . ............. .................. ...... 455 ............ .. ...... .. ...... 1. .. ...... . ...... . ................. . .... ....... . ........ . . ..... ..... ... ............. . .... ... . . . .. .... . .... . . .... . ............ .. . . . . . ... . ...... . ..... ..... ..... ......... . ................. . . . ................. . ......... ........... . .. . ............... .... . ......... ... ......... . .. .......................... .... ... .. .. .. ... .. .... ... ... ....... ....... .... 455 ............... ............. ... . ........ ......................... .................. .. ......... . ........................ ... ...... . . . ................ ..................... .... . . . ............................. .... ......................... ......... .. ..... ... ........... . .......... .... ...... . . . ..... ...... .............. . ........... ...... . ................. .. . . . ... ......................................... ---- . ............... . . . ........ . ..... .. ... ....... .. . ............... .......... ------- ................... .......... .............................................. . ........... . . ..... . ............ ......... 450, . .... . . ......... .............. .. ... ....... . . . . .. ....... .. ............... ...... ... ............................... ................................................. . ......... . . . ......... ................ .. ....................... ..... ....... . . . . .. ..... ... ........... ... . ........... . . . . . . ................ ... ............ . . ... . ........... ......... ..... . . . ....... ... ... ---------- .......................... 1 450 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STORM 1-4 PRO'.'ILE SCALE: V: I"=10' SCALE: H: I"=30' LNG 1/00, DRAINAGE AREA MAP SCALE: 1"=50' 50 0 50 100 150 LM N M M M SCALE: 1" = 50' STORM 4-4A 0 *RETAINING WALL DESIGN TO SCALE: V: I"=tO' ROVIDE GRADE BEAM CENTERED SCALE: H: ..... . ........... ...... ... ..... . ... .. CQ OVER STORM CROSSING 485 + c 11, . . . . .................... . .. 485 _r 4n� 0 C:) 4 4) cc) co 0 . .. .... .... . . . 480 w Exist. :Grade 0 480 E .. Proposed -Grade - ...... ... .. ... . . . .......... . .. ... C) 475 . .. ... ..... .. ....... .. . . 475 .. .. .... .. 470 ...... . ... . ........... ..... ... . 470 .. ........... ........ . ........ ...... ...... ... .. ... 465 465 ... .. ... . .. 460 .... .. ......... .. .... . .... ..... .... 460 00 . ... .......... .. . ... ........ ...... . 455 0.c) 455 ........ . .. .. . ....... . ................ 450 ..... ... .. . . .......... . . . ...... . .. .... ..... .... .. . 1 450 10+00 10+50 STORM 4-4A PROFILE *RETAINING WALL DESIGN TO SCALE: V: I"=tO' ROVIDE GRADE BEAM CENTERED SCALE: H: 1"=30' CQ OVER STORM CROSSING 10 0 10 20 30 ■ E M ■M ■ M ■M AS I ■ M ■ M ■ M ■ W SCALE: V: I"=10' 30 0 30 •0 •1 0 0 ■ N ■ N ■ 1 - ■ I ■ M ■ M ■ M ■ N ■N EIIIIIIIIIIIIIII'll SCALE: H: 1"=30' % es wwl "I O re j ' v MICHt YER Li No. 33028 'a �91VAL UD E z C) O O cQ Z z q) EO C> c\I co 0 CQ QL a < lu MMO c C:) IL _r 4n� 0 C:) 4 4) cc) co 0 w 0 E .. % es wwl "I O re j ' v MICHt YER Li No. 33028 'a �91VAL UD E z C) O O cQ Z z cn z C> CQ 0 C:) CD C:) czi I '-'I c,21 C,3 C) C:) CD C:) E .. 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LAT. } X Jr J, \ �W O_^ O VN NW 1`-� /s d- :O , r / _� { I ► O 5 W ¢ _ >- Q �, o. ? ! 5 'fsROJECT AREA 8= \ - _ - \ \ A I O moo_ Cu w "ice ¢ x w- Q O¢ /, - 5 967 SF_ '� \ �� - /CUST�MER `�°o ?- ^W1O \\ 1M mLi Nv 2 0-o `� - -- I ¢ `�� �` SF I ` 5 /5 / a I� I EXISTING SHOWROOM I ®Y PARKING`\ \\ "' �\ oI �` o m xll 5/ 1 I I I �Ir, I F -- Fl. BUILDING 2,250 SF w zo \ \ \ I --� w I r 4 I \ w c� / I I - - - - - z (SHOWROOM DISPLAY o _ \ � I � Dlj GRATE TOP = 48.83' 4' RCR OUT 483.73' \ -Z it + 3� • \ I- � 5 1 1 I 1 cn (. \ �I cn °o ° ` ", � v I, ( I M AREA= 800 SF) ¢ o 1 }� 3 / o I I (PROPOSED ms's \ / o m 0-18.0 , - _ EX. LI vi 5 10° I 110 1 �RVI�IE I Y I i� s ( - n Z NEW PERVIOUS 0 70.0 18.0' GHTPOLE , '_ I I RKG CAN6P r j I¢ �" I O_ ` v b m ,.� 1 0-o CO SW AREA =277 SF ( \ zo TO BE REMOVED XI o o_ \ - - N EXISTING STRUCTURE M I I AP EX. 8 LINd 20 0' m CUSTOMER ,; \ O ! I h 3.01 NEW PER -IOU -- AREA= FiDC ' { TO BE REMOVED I' I WITH 6" FI ELIN O'�/ PARIZINIG _ _ . - - co \ v gg II I I I 434 SF x l 1 - - - �� _ 1 .01- _ L -- - L . \ "i 1 �✓ :n �= j i A z 0' ° \ ` ' I'�h J \ - N POSED 450 5f BUILDING ADDITION I I I ° 0 \ �APPROX LOCATION EX. 8 WL w I W END 2 i 0-S x y \ - - I I I PRO _ _ _ _ --w 1 Sao FIRE ACCESS EXCAVATE FOUNDATION FOR BUILDING TAP EX. 3" LIN r w ° WW -w -w -w _ -w II I N " w w w- w w -w - -mow �= APPROX LOCATION EX. 3" W "' w -�w -w -w -w -w w w -w \ 6.0 PROJECT AREA I -- _ 1 { 1 73� o- A= 46,663 SF ` I - - - ' I I ADDITION BELOW INVERT OF EX. 12 M 1" SERVIC - wld� w _ - - 1I 3 i SEWER L - i EASEMENT,,- �STOMER . _ . I \ i ,, �1 ° � STORM SE CONNECTION -� � PARRIPIG J "'� 1 1 1 1 1 P p- O I N DI GRATE ;; PPROX -- / N - -- l I C, F-{ r { 18" HDPE EP ONE WAS I WHEEL i TOP= 470.94 - OCATION LLJ I' I I HYUNDAI SERVICE AREA EX. SAN. �' 7- 33•-_'- -- _ N STOP _ �. � ��z ° , I I - - - �Y I 9,650 SF 12„ RCP IN= 464.49' � � LIE.T { 1 _ ( ) 477.2 I 12 RCP OUT- 464.09 STA \,ION I _ - BW =477.2 `' 1/ ,I,, ` I II I� 479 ------ - - - - -- , , - -- - - - Q. I {{ {{ CSI m ° \ w w I im{ IW 3 5 NEW PERVIOUS AREA= - - - - - - - - - - - - - ~ _ _ _ _ _ I J A 0 _ _ _ � "`�1 1 Iki } I I 1 I \I i { I PROPOSED RETAINING _ \ \ zg o { { I 11 237 SF WALL (MAX HT. =6') o w o I \\ - - - DI GRATE { 1 {VI WITH 4' HT. CHAIN LINK N j� ,,� 5m �� TOP= 469.04 o W I \ o / { I A ce LO � o PENILE I/; = 1 t p 0- \ I 12 RCP OUT= 467.74 I F- 0- + 1 C 0 0 I Iol I c-) z ca j, t \ p- w= t 1 % _ _ { I PARTS STORAGE I w cwn a w¢ - 10 I toht t DI GRA _� xI 1 I 13,300 SF I I I SHOWROOM ! 0- m LAJ W J I�f {{ h1 h J •-� N o- w - O I tN t - - - TOP =4 8.56' w \ I I 3,100 SF ``' ° a. � 0- Z, �l { { L 1 18.0 25.0 25.0' n -48@ _ t{ I ,� t I I OM I o? v' ' I 1 hi I a, { 25.0' _ 1 ;s I 18 RC - 64 I \ CAR WASH I I (SHOWRO I '- Y w � ° w � i I { { { N 25.0' I i - - - 8" RC - = 2.62" i 2,480 SF I DISPLAY AREA= ! � CL a m z w 18 I - - ► TM-45-68 I ' ` I1 H C:> ° I _ 2,200 SF) \ I cn w I I 1{ I W Cl I I I 8.0' 34.5' w¢ J U u u 1 { i I 1 + { { JIM PRICE I I � Q 4 �� h � I CHEVEROLET I SALES I I EXISTING PREVIOUSLY _ _ - - _ _ _ - - _ -'*� - \ 1 Ih 1 _ _ _ °i I 3,450 SF I c0-,_, ¢ ^. I A =10.00 Ac. 1 CD W C.D Imo, � I ROVED PARIKI -4-8-2 z 3 0- -� h 1 1 1 z: w I SERVICE SP c� - z z v w Z c� I t 1 1 1 1 __ c� N ( Z w I .w 1 crE 0-z Cl 5-_ _12 i I I I I f Xo a- ° / - - - - - - - - - - - - - - - J I N¢ 1 I`- / W I - w¢o -- I I I Wc.D wc) w,w ( x� I I/ x 1i` a N II cn ci �� m cn l- `., a m i I( S I a� 1 NOTE: I x I I ( W 0- I o /� 0- I,i ui I\ � LOCATION OF EXISTING 1���.49 WED I I I I0- I II I c+� \ \ { � V � w I 0- / a �\ ` - �°ci - - - - - - -1 { { 1 1 I N 0- m I AS "APPROX. LOCATION'7,ARRE5F ON SITE I i I I / / z CD \ \ _ _ - - - - -- 484- - - - - -- I __ I 1 I w� \\ \\ \` _ c�a Ir _ Ih II i I I ►� z - PLAN DATED JULY 28, 1989, BY WILSON - I L .-� T\ \ `\ \ \ \ \ / h I I I ! I I � v _ I - - - - AFB L• -Y-SI A`IE; -i N� � I p' 34 0' 18.0 .2 , } i A F \ \ \ \ \ zQ� 8Q.0' 18.0' 15.9' 1 40.9 1 18.0' 2� 18.0' 26.8' Zx o 36. I I I CHEVROLET SERVICE AREA _°' -- � El- LLJ a a w ,�� I \ \ \ \ \ \ / t 1 1 0 t t 1 ` I - -- -- ( \ 3 XU) XN0- $t L 0-p ` \\ \ \\ \\ \ _ ---------- - - - - -/ ! /� ` t III h III ' \ 1 8,050 5F t -QOO O I wo�c woa IN\ I \ \ \ \ \ \ \ \ w USTOMER \ \ \ \ \ / /\ I t 1 \ - I h \ \ \ \ \ \ \ � Q o° / / / 1 t t \ I I f I _ _ o PARKING - \ 0- 0 % I \ 1 \ 1 {' III - �- in is 0o �; // / 1/ \ \ tl I I I i i I I `� NOTE: UNLESS OTHERWISE NOTED, ALL \ \ to / \ \ I I amo SERVICE PARKING IS FOR THE N ' r \ `\ \ \ \\\ `\ \\ \\ \\ \\ / / /// // / � { 4 j I I / / �/ _ \ EXISTING AUTO DEALERSHIP BUILDINGS, 1 \-- I o V'7 i� I I I I I I II � -------- - - - - -- - -- - S VICE P RKIN - - -- EXISTING i� 'rI` LO ¢\ i o �, DISPLAY .• 24.0 , 18+ .0' - - - - - - J t° AREA HH I \�- RESTRIPE PARKING \ \ \ \ TO BE 9 x18 SPACES -490- / / h I h 1 _ � .` .� AR -EA-T$ �E - - - �i / % i �I h \ \ \ \\ RESTRIPED j i .' \\ \ \ \ \ \ - - - - - - - -- - - - - / / / i II ih h h\ \ \ \�\ \ \ \ ' I II I I I I I I DISPLAY "a EXISTING 1,780 SF \' _ EXISTING i \ \ \\ \ `\~ �/ // e \ I 1 II PEW IN I S RVI E L\ \\ \ \ \ _ - _ _ _ - h\ \ I 1@11 IPARIING I I I i I I 11 P RKI G AREA GG N STRUCTURE AND DECK T \ \ \ �\ - _ - -- ___ _ -'/ , \ ` \� _ ____ _______ -------- - - - - -- TO- BE REMOVED y \ _j _500- �i�� `� 1 `� i \ \ \� �\ �\� ` -`~ `. - -` - -- � - - - - - -- _ - - - -- ----- - - - - -� �� Sc \ r _ - _ _ t - ..�... -. \ _ - _ _ _ __ __ _ __ _ ___ -- L _ - - - _ _ - _ ` �,� - _ XI PROJECT AREA D= DISPLAY 6, _ EXISTING I I '' ----- - - - - -- DISPLAY 2,259 SF AREA JJ y x \ \ \ AREA JJ ,y ° >' I 3 �j NEW PERVIOUS AREA= - v�_ 1,780 SF EXISTING WOODED AREA NN2'38'01'V 796. TM- 45 -68C CHARLOTTESVILLE REALTY CO. USE. VA CANT ZONE: HC 30 0 30 .0 •t w � Ei CD C W E -i E1 E-, ~ Q O O w O F- w H w w U) DOM. PROJECT NO:11.0093 I INDEX TITLE: 4 SP5 1 SHEET NO: 5 Of 9 'J ;/) f -,;2 If-/ DATE: 02/03/14 - - o L 6) U �NNapU' 0; Statistics S y mb rCr F� � N N co U Max/Mi Avg /Mi Avg /Ma Description 10.0 Avg Max :MK:ii +0.2 +0.6 Y11 ol +5.3 +5.0 r+4�1 n n x Jim Price Chev. 0.1 1 200.3 U C existing lighting W 35.6 fc 0 0.0 fc NIA N/A 0.2:1 + .4 + 7 +1.0 +13.2 fc 13.61 + . +10.4 fixture layout .9 +1.1 0.1 U +00 New Maintence 12.8 1.1 fc 9.1 fc 0.0 fc N/A N/A 0.1:1 Facility +0. 18.81 011 +1.6 +7. .3 CD Property Line Q 4.9 fc 84.0 fc 0.0 fc N/A N/A 0.1:1 Property Linr Rte. +5.2 23.5 fc 36.8 fc 2.8 fc 13.1:1 8.4:1 0.6:1 29 U 10.0 +0.1 +0.1 +0.1 +0.3 +1.8 .5 .5 1 7.5 + 7.9 + 6.7 5.2 + 1.3 +24 + 3.1 + 0.8 3.4 4.5 2.5 era: u�a :���rre�::n�eL���Ir��•L��r�■� • � � ��y��rre�::���:irn :���►t��� 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. *0.0 , t0.01 1+04 I +0 h I V-1 SEMINOLE TRAIL RT E� 29 10.3 .9 1 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. ALL FIXTURES WITHIN THIS AREA ARE PROPOSED FIXTURES. O rCr F� � N N co U C Z 10.0 +0.0 +0.0 +0.1 +0.2 +0.6 Y11 .7 +5.3 +5.0 r+4�1 * . +2.3 12.1 +0.5 0.1 1 U C W W 0 +0 .0 .0 + .4 + 7 +1.0 +13.2 3 13.61 + . +10.4 .9 +1.1 0.1 U +00 12.8 .4 .0 +5.0 +10.0 F 125. 4.9 .0 .0 +0. 18.81 011 +1.6 +7. .3 CD ~� Q .2 +0.5 0.0 13.5 +5.2 w *24.2 0 U 10.0 +0.1 +0.1 +0.1 +0.3 +1.8 + .1 F DOM. PROJECT NO:11.0093 a +54.3 1.3 +OA 0.0 +7.6 +4.3 +1. Q Z O WC) 1 .1 .1 0.1 +0. +1.6 0 I C" m U- --4 +1.1 +0.2 0.0 +0.1 .1 .1 +0. +0. I +0 3 +0.8 +2.3 13.3 +5. + . +6. +4.8 +5.3 13.6 +2.1 +0.2 0.0 18.4 +11.0 +16.9 +1 .2 O +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +0. +0.5 +0.7 +1.1 +1.5 +1.8 +2.1 +2.4 +2.0 +1.3 +0. 0.0 + 6 2.4 *34.7 +13.4 +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. +03 +0, 0.0 +0.1 .1 i �D2 10. 0. 0. 10.2 0.2 .2 0.2 0.2 10.2 0.2 10.2 0.2 0.2 0.2 10.2 0.1 10. 0. 0.1 0.0 +47.5 +5 .4 A4 + 0£8.6 5.2 +0.2 +0.2 +0.3 +0.3 +0.3 +0.3 +0.3 +0.3 +0.3 +0.3 +0.2 +0.2 +0.1 +0.1 + +0.0 .0 .0 11.3 10.5 +0.2 +0.3 +0.5 +0.5 +0.6 +0.5 .5 .5 + ' +0.5 +0.5 +0.5 +0.5 +0.4 +0.3 + + 6.6 +70.9---U.7 .0 0.0 +26.9 *3.1 16.1 10.7 +0.5 +0.9 +1.5 1.5 1.5 + 1.6 + 1.4 + 1.2 + 1.5 + 1.5 + 17 f 1.5 + + 1.1 + 1.0 0.0 *23.7 15.9 6 .9 +1.5 13. +87.1 p +123. ❑ +107.1 1 + +3.5 +2.4 +2.2 12.2 12.4 11.3 +2.0' +1.5 +1.1 + 15.5 +0 +66 2.1 0.0 F A4 B g A2 +48.7 ❑ m 1.5 522.2 +88.5 +98.7 +104.4 +73.5 +127.2 " ?26.7 +44.7 131.6 137.3 +66.7 +57.1 12 .4 .8 8.1 130. 137. + .2 8.7 113.1 113.1 t.0 +5.3 10.:3 +1.7 +1.3 12.0 13.8 +5.8 +3.5 .5 +68.0 +98 0.7 +103.3 +72.5 +72.5 13.3 +5.8 B +5.2 11.5 12.4 11. 12.61_ --+1_ 116.0 3 +63 2.3 t.5 + 10.6 +0.8 k4 4 *2.7 +1.7 12.6 12.9 *3.1 13.8 13.5 13.3 13.2 *3.7 +4.8 +4.4 13.1 +3.3 +5.0 +40.5 +57.8 +80.7 0.0 ❑ ❑ + + +114.6 El S2.2 +119.6 +17U +174.8 +140.4 ❑ 156.9 +72.8 +76.8 +55.0 +45 +6 5 8.5 ❑ A4 ❑ A4 ❑ A4 ❑ p� 0.0 +4. +0.6 .5 + .4 + +64.3 + +38 4. 12. 15 .7 4. +4.0 12.9 1.3 13.6 +2.5 13.4 +109.0 +16.9 3 +5 .4 +4 .2 2.9 ❑ ❑ A4 +650 +80.5 +131.3 A14 +1359.4 0.1 +70.8 +62.7 .2 + .6 +0. .8 +1.8 +1 .2 +5.2 +1.0 +6.5 +12.7 12.0 +10. +3.9 +3. +6.4 13.5 10.5 +4.5 12.9 +4.3 +8.0 +16.. 1 . F3 A2 F 0.1 +121.1 + .4 12. +4.6 +2. 1.8 12.8 +108. *1.1 .0 +0.O +0.0 +0.0 .0 +0.0 .0 +60. *38.9 .7 +5.4 +5.0 +8.2 3 FF A2 F o +56.9 167.1 F � 181.3 +52.0 1.0 +86.5 FF +98.3 +122.6 00.9 0.1 139.0 1.0 +1.5 +37 18.1 +5 + 0.2 •4 0 4.7 5. 1. 4.4 2.2 L7 F 5 .0 12.5 +6.6 +6.9 +1 .7 .7 C +5.7 16.3 12.4 11 +5.9 +28 9.9 +6.0 +7.5 +14.3 1 3 0.1 130.5 +42.1 13.1 .3 .5 +4.1 +5.6 +9.6 2.9 +1 .4 F3 0.1 +8.3 +7.8 12.1 11.0 .3 + + +7.6 +12.3 F +4.4 0.1 +1.3 +1.3 +1.31 +1.3 +1.1 + .4 +8.6 13.3 124.7 SEMINOLE TRAIL RT E� 29 10.3 .9 1 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. ALL FIXTURES WITHIN THIS AREA ARE PROPOSED FIXTURES. O rCr F� � N N co U C Z 0 Z = � co 0 0 W E-; �- +3.4 112 12.1 *3.8 18.7 �E U C W W 0 *3. .5 + .4 + 7 +13.2 13.61 + . +10.4 U U U +00 12.8 .4 .0 +5.0 +10.0 F 125. 4.9 132. + 2 18.81 +5.0 13.4 CD ~� Q 13.0 4.6 11.9 13.5 +5.2 w *24.2 0 U W W 2 F DOM. PROJECT NO:11.0093 a +54.3 *20.3 +17..9 +14.9 +7.6 +4.3 +1. Q Z O WC) +4.4 +57 +10. *16. +8.4 I C" m U- --4 3 +522 *37 +4 A 1.0 +15.1 14. +1.0 12.2 12.3 12.7 18.4 +11.0 +16.9 +1 .2 O F +57.3 t + 6 2.4 *34.7 +13.4 +8.2 .0 12.6 + + +10.2 *267 3.3 .7 0 Id 8 i +47.5 +5 .4 A4 + 0£8.6 5.2 +46.0 +28.9 +18.0 +1 .1 10.0 +16.0 104 13. .4 +40.0 A2 11.5 138.0 3.2 6.6 +70.9---U.7 .7 +30.2 133.E -+30. +26.9 16.9 +5. 7.2 *36.0 +64.6 .7 15.9 +51.6 4.0 2..1 +87.1 p +123. ❑ +107.1 1 7.1 *26.0 +11.9 +15.3 9. +69.4 4.9 +1 1 15.5 +72. +66 2.1 A4 A2 +48.7 ❑ m 1.5 522.2 +88.5 +98.7 +104.4 +73.5 +127.2 " ?26.7 +44.7 131.6 137.3 +66.7 +57.1 12 .4 .8 8.1 130. 137. + .2 8.7 A4 *37.0 5.7 +83..3 +68.0 +98 0.7 +103.3 +72.5 +72.5 +55.2 +58.0 +70.6 +89.2 +62.0 +40.5 *35.7 116.0 *14. +63 2.3 +40.5 +57.8 +80.7 +81.8 ❑ ❑ + + +114.6 El S2.2 +119.6 +17U +174.8 +140.4 ❑ 156.9 +72.8 +76.8 +55.0 +45 +6 5 8.5 ❑ A4 ❑ A4 ❑ A4 ❑ p� 0. +64.3 +118.2 +15!8.4 +90.2 +11'.2 1 t-90 + 4 +105.1 +162.7 " "163.2 +124. 15W +109.0 +91.7 +5 .4 +4 .2 2.9 ❑ ❑ A4 +650 +80.5 +131.3 A14 +1359.4 +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 4.0 A2 +121.1 + +127. + 9(0.3 +55.9 +5 .1 1.8 12.8 +108. +1310 + 07.3 +101. +111.4 +102.9 +87.0 +97.7 +88.8 +60. *38.9 .8 .1 5.3 FF A2 F o +56.9 167.1 +79.4 � 181.3 +52.0 1.0 +86.5 FF +98.3 +122.6 00.9 +113. 139.0 1 x+80 3 +19.0 + 0.2 •4 0 4.7 5. 1. 4.4 2.2 L7 F 5 .7 SEMINOLE TRAIL RT E� 29 10.3 .9 1 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. ALL FIXTURES WITHIN THIS AREA ARE PROPOSED FIXTURES. ti PL �o �O 0 Lip,.' No. 33/028 �0 `t w 141 AL co Z- 5 A ffF W1 m M w Y U W 2 U m z U m W Z C9 Cn O rCr F� � N N co U C Z 0 Z = � co 0 0 W E-; �- C: Lnn L •� N L � �E U C W W 0 4 ti PL �o �O 0 Lip,.' No. 33/028 �0 `t w 141 AL co Z- 5 A ffF W1 m M w Y U W 2 U m z U m W Z C9 Cn INDEX TITLE: SHEET NO: 7 of 9 (YP /Z) -�2t-t -tv DATE: 02/03/14 rCr F� O E-; Z Q W U co 0 w U U U CD ~� Q O j-•� C w U W W 2 DOM. PROJECT NO:11.0093 a w � Q Z O WC) z° I C" m U- --4 INDEX TITLE: SHEET NO: 7 of 9 (YP /Z) -�2t-t -tv DATE: 02/03/14 rCr F� O I� W w CD ~� Q O j-•� C W H W W 2 DOM. PROJECT NO:11.0093 INDEX TITLE: SHEET NO: 7 of 9 (YP /Z) -�2t-t -tv DATE: 02/03/14 O�J - - 4�- E � - S1_ - 0) s 0 Q Ocq-- - I 0 CM N DO 0 ' C sg- < Z 2 izu � _1 D-Series Size 1 V"I"T"'PSAVIAn 1(;03S",.W,e111MAWtqP6Ky 'r- V: �� ai 6 Zo '7 mm-.11''. LED Wall Luminaire F`I�,, no -1;l r �, 2 i = > W I C a) 1-=MG) ,j-i2 11"i " 0 a) ,- 2 M M 0 I (M 0 to, � 0 Z it .T 0 I- � (r) 4' � 111 I—— I T '', �, , I ,� I'll, "I I-— .- C a r I . " , I . M dilseries C 8) �_ = filt"o'clut6F)rt U Specifications The D-Series Wall luminaire is a stylish, fral�,,r - Luminaire Back Box (SOW, ELCW) integrated LED solution for buldonct-mourit E c ]'�,t, 13-3/4" SOW I applications. It features a sleek modern design W Width! 1'�-`t/s" Weii ht � Widthl .1 ITIs 0 "�r g,: '-,, t, �ir_` It �, s 'I r34 ,,,,,I iroeighi V FklF and is carefully engineered to provide-, long-lasting, I I Depth: 10" 4" ELCW 10 hViT onetq I a � �-4_,vll 1 Depth: jio2_,T Weight O!� "'i", y-efficiont-, lighting with a variety ofoptic I 0 &2/Bel Height. 6 S/8' and ccintrol options for customized performance, I � I -,-------- I - 1 ,:l2�,,) 0,2,e�t With an expected set-vice life of over 20 years of % I, I- I 111111- _______ .... . .... . . .... .. ... __,_,_-__'__ ..... ------- -- I . .. . .. .... _ I � ---- � 1111 11-111111 ,", I 111.11111.111111 ... I—. 11 ... .. 1-1.1.1.1-111, ... --- ---- -_ I "ti., nighttime ise and rip to 74% In energy savings s , � viiiPlit I �: ASW1 LED r�",""'I'��,&I,��ll,�,�51"�OW�S�4X�,�fAOV �� 11 _'. ,_ ? 0 ,,,, I D � W ",, I over comparable 25O'W metal halide lutninaures, P , " " - -1 I __1 i ','000,�_�i�t I-, 1, __11 � I , � Open Reflector � Q! gotham, I LED Wall Luminaire I Luthen Output Lumen Ambient Temperature (LAT) Multipliers I T, . � I , _eiea!;1,Ty;4 ..... , , ", lTrF m 'g!li;i�lii � """ ", IF, 1 1 - � - H H - . ..... ,�j , � ,5k: 0: gotham, C204 ,, I i:�, I ,�� PAR39 Larep 150-iAhift Max I W11,1-t ,,,��i��pf.�,,��.,��,!,p�O.�r-d�.-,d,,,,,,,.�",IES�IIALM-71MD�-,,,,.,.,�,1.,-�,.b�,epr.,�".,I, U'���-',a-��,,i�,-,,�,,,-I�",6,.,,�l,-tf---�."N-"."P.-- ,� L�ar the D-iZories Wall is a reliable, low maintenance , Iftuffl-21,12L - _. .'' _ __1 1-11 I ''I" I 11111111,11111 ...... .... .. 11- .11,1111,�''I'll�.-���'ll1l.111,�1.11111-111--,�,-'"',�,�,�,�,�� .... . � ... � - ._ - ... ���.�.I.''�--,-.,��--�-�-",�""I�,�1-111,�---I . . ... .. ........ .. 11 ...... 1__..___1_____ E�,�r�' � , w, - � r D PA 0 e__ , ", I I - 111111- --------I-- I ---- I -1-111 - -1 --- ,.,, : I ,- ;, - - ,, A,II.A,V,',, -, III,, l,lk ,,f e,� E..3i*'�02fisLF-. 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I ..... .;1:1:1:1:11�� - SID 43-C I , :!I;Vi . .. ... � 1 � X :: : , X:�i:X:IX'r::: ]:: I . �;�l.I, �t:i , � , " The As -is"' f irylily cornbincs sie ek, fl u-d forn-is arid I *64 �'! � � i ll�:I l!!�� : :::: ] �]_ ��..���::��::�,:��i��ii:�:�����:�.i:� � T �� ,�, � "I du 1111111 0 00 :::: :1������:�:":;�:�����::::::::�;ii�o�$,�.:� ,� 2 111111 1) �!: :T �,;�.�:�::!:!:::"::!,::!.,:..""L,�:����lI ,ii",,Iiix: i : I � TX .. - - `-, 40: 4ii* i: I : :,:.::X.:%! : :i�iX:XX:::;x:::: �� i � I :;::;:: : ... ; I I 11 --- L_ i I 11 crisp ed, I 4) 11% I lso ,n","__K 5"' __ -_ - k- Uk � L Irs�_/�, - - I ges, into a striking architecturalaesthethr I 0 = 1, I PAR38 Larnis 150-Watt Max t . it (27-S) � I I ,:. :: I -11"; I - I � i � i� - � that can be echoed throuncl 1, : � : �� ,stix iao � Projected LED LUT11611 Maintenance I I , , houtentire sites, I I :tra::: ��� ��;iv L.215�ML ... Im" , -1 ::: , , At: I E ________ ----- -11-1�l-l�1-1-l-,-",�""�""","",,�,---,�,,� . . ..... ...... . 111-11-111---l- 111. .1 11.11.11, 11 111-1--l- .... . .. , __ - - __ . I I I 11 - - - � � I "I'll" - -1 � - - . . .... ... � .... 1111111, � , I t I I I Specifications I ,: TSD: 3 � 15Q`_+ 1 11 �4�� , I , DIII-i" - ,s,r - F,� tr,i Assail LED 1 628530 Fii� O i:: , I an �: - " UxKWl LED 10( IF U'Li T 3,50 ',Iftinr'� 30K Iffr"s T2$ MVOLTI Shipped included I -1, - r The ASVVI LED integrates the latest LED � ��: I : � - L��07T, 1 14 , VIL,11- I ,�,,�;�ll-IL:1.1"",.�-�I'll'Il,000 F- ,,f lCD 1,,loq (t,,-d pe, ISNA LIA- sh, Ilvdirutalli,d Shipped DLEXI) ,,,,, N, " h: 15" I - __ � .- i: U . �3 60-00��d,,�,�j.,,Op.,iFS�14ATI�21-11), ifille �, ovitalled b IL'I'V i 'I'll, I Widt technology with the designer aesthetic ofthe (63 05� Slia 22 iiii ii � 53h, � rLa,1, 409 4090 " �v,,q 120 I ibll;�I� Iui'au� R lh,),��,� r, I I 2q i " -1 I S30 053at- K lc9w all; Sup 2 1 �� "'I"Lill T2 � M U,,,!, I r4rrr, ±'It,jon S, ""Iti-il DBLXD FIU, J I I 7-1-1- FFls - te,ka- ,,T,�li,, Old-I.It.-P-1, 10,d,,r,dI,,TJ aOJ,[ 700 "fi", 11 III 509 Tri, I K 88 I I'll, � � , L , r - - Aperhum 6-14 n") , , 4 a -nancp 'f.pro"t, h._hVr_ F.p,,II*�l 4I," ,mrt�� r,vtIq. 20C !,, ITT ym iQ'J, �, , �,�, . . I i_.� I -perfori o; --- �- �---.___ _Lis_ -, , , ,"I ,, I _____ lareptim: � I � (t iclob 001n,ii AMBPC ,'av, `O`dFl`l ALI o1of 'I ItIV IT in AFFIll,11, 1k, - '! - Aer's"'' mily for stylish, high DRAM) H ,riu . Willi Opprqrxhq� 7-110 Wulf 11 r J_ illumination thzt lasts. The AS'k,AJ' LET,) is ideal for I -11 . PTIGAIL SYSTEM LISTING I - I, 10 / 4 � "Rall", i �I) "t,"'?, TcS "'rut 6"t �,ur, , . . ... �" t, 0 13-SIT 4shunfole TT*, 7-1/2 hv) 277 I , , A � ,�qilirrill I 1`,%Vr:1J �,�J ", , I Tit N t[ue Eii I/ . Fi L,r�sacIIJL U,Iuld tFUr thri)-be,ah witing, rion-sc rut,ess,vi rno.nritmg and . _;) I rFAHXD ,VF;T I C� e . ,i� I Nn, k--- W --� �- - -! replacing 11,00-400VV metal halide in area lighti,)q UMMINEOPMEN ,,IkIr V " , , , _,ill, iz, , , , . I I D-N., ,a - ,pul,ir, ,ratta-dinfui,o Or 't"rul, "ii, -t,,,, peli,�d B"r-1- L't i - (3411) Height. 9 Vit, 341 � 0:1i!,I�ei,r "" , , , ` I In R's,1 op!il�,[ P"-pra d-1g,l �U.8� PM,itit rit), b,8,�LCVF)50�, darTIP'.-m- LiEed and raoshed tre Corrrny,,�th C,sniadFirl ,Ap,d,l�dx, i 1,7� �,-,� 1 Tim TIIO It , a ;,,�,"Ii:'011 30", Di orl't", /�11 , 1_� - ! I WARRANTY I 90, q�,- , -1 . teii,ea,se'll-I ari,llapfl�Alylfelll i1IiZ,�!,Tr.I1lV,AfL1l1 F.lnAY-- I I Oli�,vn I , lirhtr,tt�,,�!,� n. r6o�,, I; t DVBT.XD `,vll I - � �V,d .4h FAR ia.p,SZildal't�sli�,il��,111,�fli�-11�)gsl�[[�',I 'I) VIltil,Ii f�, . I�Ine, Ine'd F"rents, C-1pretelialraslY tel"IlOcated at � 1 1 Weight -�41 I Lt T applications wiT i typical enertary Favinqs of 65% and ) �III.1, �, 1, , lw,T' , I I ,.1, -, 1. MINNNAMM , , , ,. - - nitons,Uaw-W-10' vort,milit I (max): !rJVjI � T4M I p, iv III � I I " I MEAtiHANArAL SYSTEM, llrehallec�a iU'A&_glfsi,tuugOaMrDrGai ctm I I Full" VPr) "'n"ll. ri'll, 0 � 2 ,I � " I i -Xpected se, vice life of over 10' 0,0M, hours. � I "',d, libin , . I . I 5 gaurge tsil""'F-d ,16et "'IN"Itno, uol!; 7:tlVJrInrnT 1-5,Es' V,iimj� I th"InEi". ! � , "r vi� - 1p;1 I IT Electrical Load I �1�t!�l 'U"s, Dril-ITO rVrIl": � . elernt, arintiti,gta,o mairrunuir"cr 32' end,nuilmli, 6 Ib" I PILIVIlto)",,I], i I TTTM _,�,,I,sd 'It,,I., ' r P1,71"tV, ,,��l MICHA ....... S 4 4,L_tl,,I a,h,,u_,A,t 1 14 ]:,I'. �Ert,, 1, 30 �I � . T,,,ti 1 ... :ust in,lellUtiore adillIlline.m. � ... ��hi' Shipped NNA�XD i� it, I I . iinr,�J'bri? caitoc ty: 8 K ni, 4 onI) 12AWC. rated vi 90'C, I �i&Lnl 1 1,1, Li o.33028 11�lir I ASYDF ,,Iiw H'Ill [,:r,ts,,�F separately A' �, �1)413� 1.6 i ELEC141CAL SYSTEM ' I i IMMININNINEW FVJ;"1F rri;r) LI'd Did 4,t, / i - Die'aOr al'i"Ifir""i awipht,il, IF-SmE, I � 1 Ile � so. r saw , 9,34 t "o c,_�_ Oil Til"IF ir� it DINIAGO IiiIISO � : sl.din,r-i iss-lida Iv,ket with,, 1*0-p�,Ihld VV�I,Oiv �rlwf� , I , � , , , " , , I _ � ------ � In"', P I ,,�, , �4, 1 u, I --- I - _11_ � -11, 1- I I F , , "'" -,,,, _!, � ; 0 As' "I. It 11 -Z - , � ax E , �,, / (/ /3 �� i Therm0y eci le,rfla�ioa detectOr- � EXAMPLE. ASWl LED 1 63B350/40K SR4 MVOLT DDBTXD ,Fit 1 3' ' 71"i � ` - "' "Oi 'it V" 't; lo,o2,; ING "'T, "u DSSTXD uer,re:i ( � � 5 � , I Ii I � 30 1 FreW - ,�, Irle Ini 0,14 6�,� ,,I, . ,'I, It lc�l I I -,-,,,,,,, ,,F�N,rt i: : . i � FAIII, ::Iii: i: :::: �:XQL�il :::::: I 1. ,g ,,I I i e �:� tt��It: �::: Titi: Ir I - ', I. I�:liiit::: :::::::: I :: Xi X� L � � �Itrtti::!, i::! i % :: lit ,' :" � tr::�i i : tIiI :I :1 I ri, � :� l��. � :: ::: i : �.Illl 'P, ""ONAL '�' � ,---I � � 4,.: " IiinIV ';�:i;��!i���;i:�������i�ill��ll�I � :: 1 :::ii:::: : ::::::::: Iiii l�, :ir � l , ,� � T: �� trit r: :i�: DA T� d ::t 1� � ... I'll I �l R �: � X, r - :;;:::::: � � : ! ,.� 99k iri::::�ii:� ":::::It t :,�,i� I, ** , I: a W � lthi�l: � ffililii:: . i ____ : :::::::: 0 � i �`.Ab Tr� I - -.------------ --------- _____ - ------- - - 1 � -Fruntiathe I I I I , � � ��I � �� I! i�l�� I � i �11 I I Tp,�e,co�r�et�oli,�to,,�t,icfeportordo�,i��,i,i��filo�f,,,thi,�rodu�,,,isit��t��N�Ligh,i�q� I I � I i I- I r � 0 I RM I t 'u-ill" �,���',�,�,�,,�,,,,(SV,'Il�T'l,�3C�-,3W4UR,�,,,,i-�-,�,,,,,��,f,,.,�r,t,F,�,,�),-79�,�2o') 1 NOTES I-* i AW110 I 1 ']Wiz�,91,114V,il NOnarlourion, 'F1 � I , - lr�u_, Mi VIripperiorali Shipped installed DDOYD D-I't ,;.III,, I � I I FVVV`Tr&_.,rV_i411a,vF,_ ,�l�q,��,,,12(1-1�,�L�i,��,H��,S,,-,,Ylic lf,'9,,�-',-,,,,'.�7',�,�,,,�,,,,�,��,.,�,,,��3,,,i,,�,,,,'�F��.,�,q�SP, . -4 I '1tr "" , � , I ,� ,, I I I .I.-I II'J." 'I"d,J* ' I' � I ;���� 1-1 , .F' : I I 1- 1-11 ; I . , z os - irs "."; Tv,m', ::: i 496350/30K 30,10K Sp3 i,e, LEGEND x , I I � 0 � ; �. V � 1 I I 11 � � � I , I 'l � , I l I �� 120� 4,rli,� ""'V-IIIIJIt -F 111iQI,,1�`IZ,'/',i411 I I I I , lll� ltl� , I Al Iii 08LXD Ll, - 'I I ,;, , I I I I I , ���ij��i��i�t I:ir A ccedisol ,, ,, I�::::: , . ,:,�:::�ea, '. - � -, , I I ` , I : � � i! I , ; I I � ;1 1 r,'4P` ") , " - 11 11- � M it I, � Z I it Q, ,�,�,i6l,,,,Iq,���-,�D�,,A,11020,,�,Nl�,,.,�,��,1.1�,�thpiR.��qRIt i: I: ��:� I 49E3Syl4OK �'Pfioft SO, F,,,l[ OF I'�i,[,I�'li,��f-l�'�",i�,�,4y,�,1, DID AX it rA I � 1, I � I i I INNN i"m :::::::: . � _C � I 11 �I -1 I I � I ,:. � � � , , ", I, 1 I 1 ii; LrLrgiiiii: CQ � 1 �3!, BAR i I I , _i, -I, , - "ll'I ,,, "t "La"T, CQ , I I t ) 1 B350`50f, liErIF 1 "40: Shippe'separptely FE 14(lccfivi�,,,!��i Llm,r'', Jorllml 0 0.5 k , , 1, I � ' I I " I I � I 1 4 ,I � ,,,,, III, - �t, I,Iiil,e� LCir"TO it,, ,ts�_Ii,� 111 "I'll", I ,M".-,L."-,r""-�"-�'-�M���:�"�L"���".'r f 1p� - ''I I �� I ",--, , i,11I I , I I __, = 1�. I LLiLIT. " � lf � - , , �7.��rF�l,q.�"I:N),'01,"14n,�'!?,,�3�7�-,It�- �rll,,Yll'�'�,�14;�b�ll,'*Ili,il,,,,'��,b�,�r.,Jlt""�r-:Pi,""F�pHI I'I,1113 H".�10,11,�ll,,'i-,",f"f,,,-,g,"I � " I L I I , �Ir ", 1__,___;4 , � I , r� , I 0 1 1 "Outi" , / I I - � , - I I I - I I , , ,� ;V I, I ' r, t �, ,; 3 1 ,5 ,�ll,,.�.�,,�,��,��,,,,,�,,it4,ZBGRI��Ci',���,,.r,,�lit'li.,,,,�l,�,,,,,�"".,��,,kci�s6c"�,I)Dp,."E"I"��,,�4,�t,."�.�,,�,��t:,,��f,,r . . i Lers type I I I I -1 I O�T., ""I�,�i"t"e�,�,i�,t�i",�,"�'q�"-jal,[".Ihlp,.Ir,,�,�.,�(1,-,,,�,�o",.,���,,b�,"�,�,i,�'i,�,,��,,,,,J,,",L-i�,,,��E.,:,;I,,�o ,6 NIE;'A, "; � l,T,I,sl�ik, -4 � Set ies I Lanip designation I I Options � 63S35estint 'ut, i'll I 1 ii ,Lif,_,Un1t inli" I" 4, DWYC "I I � , � I � , - - >_ I 1 317 ",,,, CR I ..'I"driLl, I ,I I �_ [Ls/'1`)(i,,A:,,,?,,,!i-, 1 �vtll,L[Iur` 'On' r1�1V11;1` I "I"IT'I311III", M I --- --- 11 _____ _ .. .... . .... . � ___,__,__ . .... . . ... ............ _ .. ... - .. ....... . . - t, t J � , 11� . I L , , I T�"W 64350130i I � , , � , , ` - I" i,a 1 1 I,�,, -, 49 1 3 R, :21 � I ��. , .�'.�i�,��,��,�:,,_ ,:1 ��A�,LL��'"Li . �59!_ pii�,,j,.�.�,�r�,,�, -1 I'a, . D*#FY,D , 2 i T ZZ L_ - ____!���� r I 2.7', SlOr' �,�Jeh,,, In"inFil DbIG !I rl di"I'lliti 1 V� IT", ,it Ill'! ,* to k : � - IL , I - I 0 s -1 . 11`i`�' I .1 I I - I ' , -1 �_ I �- i I iblimirs Stow I 011arill) 14 lens SOT, ,77Vt,912PV�tep�lowitro.qsf�)r,.ner i I ;(A,I� ) I `O,�_� -r-1 I I I I ll� , I I � , a C.0TzherF40k:!,,A,d Nc,1,,i,VFOL� Ilault-lylis"IFTIAF., N'�I.hl "A'ArFAI ,�',�,�ti,�q�p,�,�,�4,,I,,,,'�bl,,��,f�,,,,g, ' - - ' ' '_ ' i . I i 'APR ! PAR38 PAR3_8'H5_0Wmax3'FGAR Clear I I I I I -- I I 6TRI50I(SOK I I I I �', � 11 I : � I I ", I I i I tf _/� ', -, Ow vA iI:.II1Ii,lI,T1Ti,l . � I � I 1,11.1 -Itt.1i'le, L" I ,,,�"3,�,i,�,,�ii,,��i,,�T'I'�,-,k-�i,,,,,, ,,,,, ......... ,i,,T,,1_,,�i,_ M� ; � I 6111111 8�ack 11 �pelulaf clil. Clear Otago � SOT347a 347oh, I?Yv stemileentiamshermari' ,Swunaa) '� I S,OmAVpl so I Shopped5iligarately' � 4, " I 1. � I I I 11 ", i r I I i L L L L , ,, , - 11 � �, �� ,I -4 t,,,e,jL�,,,,,,,��,IFSI,i,.�l�,,,�t,��,,,-,�I 0 l I I � I I I - 'i I 1, � -, 7' '.,i,jl.l,,,l�Sfjf,,,�ii,,120,�'77�L�,V,,,',��,,,,�,,,, D.,bl,,',�,,,(Dr,�,,,,,�,2f)B,�,,(,,,fl�",C,,:�l,�,,.,�,�,I N.ibrv1TIsELC1V -, � � � I ONAUD IIlikr,har, I I - � � 1. , LLI 8! � i I GPR Pewter � ED M a' Is I v;V; r SF Siox8filse 2 1 : I " . I 1, ; i � ��, . � i I � I i i 63FISNY�OX l"tr i Fig VaI,OA,ilji,J ,;,.[III ... ,urt I , , ,,� -, I - IF �,,],,��,,�l�,�,�.,n�p�,,,�,,,,-,y.r",A"�,,,,: I. I ... r,re,t !�e i � 6WTR i'll-eal difius,, � T73 ToniperiA i TRW ollbile pointer Trame, I I I I , I � i : 'I I i WGI ii'llord"I I I . �i, ,� I I I I 'O, , I -1 I I uFl -, -�, : I I , DWHKO(D T',',,f,q,V , 11 1. 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IK orl,,ld-d- W ,,,, ,,,�,,:�I,u,it,, Fee ff.�. k.. . dTaVnTT,l,I essi I-ee -lim," III, ,lqV a,,'V,,t Fenp-rT, rule d fT,", � d.V,r,IrVl, ea,u, V lpe f.q, bleu p_, I c.0'ei- lil.t F$QILC,UMINAN10E PLOT RY:) lr � " I rL =�l ,jF1V,,o, 'ei-i" I'llin JI,V 11F.'FIF.- rt,,.�-,y'_,q1Et,,q ... I, A"T.1 f ,,,, -Y 0 li-, 4 "'It it ,,,d h., 0-40'C P2-1 Otir'l- I,= Q-4a C (32-104'F[- FEATURES& SPEOFICATIONS - I _" , , NOV. thin Height � 2a fl. ;;, I .We,lFt,,,id.PsFs',F.s A.,��-,�,�-d��T�,fi�,,,'-S�",-��,,�,,,z�i,,,kl��,,12�,�8C,�l,I 1c`__,, ..... . �T '2�, ;v� c , � LF-hearfed ITyp. 1, Vely ShVlt�. Full CLIO tIo,q e, F-'1I.,t,Ie,_,i -I. ,,r - rt,lig-Il,"', ,Tt 5F-,t a . Fyp, �i -� , -I o' i 5", a, s� k Tlit- +, , S� r I .or , sa,firmt.onn , I - I Emm INTENDED USE - fidlet mr,iqrs, rOgS building Eiallit; Old foridloanVirr to 11 -1 1. .1. (M 1!� 10,9fia i I, ..... all 3"'If ifilt - (f -3 1 IAT", IRM, I I - --- 0 ---- � I .I.I.-.1 ---- 1, � 11 I � I � IlAt � - � "" - In't 2 101" se-i IP1 31 1-777 o ,tl � 0 De 0 K I, , I I 11 � , T.", - "I ,',," ' , � , , ,, r"r, n 7j � . " ,, �., �� , I I I ' "r �_, i __2 I -_ I [I, I ,D 1 Zow n),, "I I, CONSTRUCTION - isireplor Ki theavy-duty clart5tricuren. Oi,ozst 3hertrourp housing & front rates, . . � 1 2� ; V nec S 01,111, uViO I I 8'ag! "pel'.bb"n p�,�u,,-�d,nt�d.hinl,-�L,m,l,,;g�. I ... 15 thnipal and shork-ladart, 1/8" ,fear I I � - 11 it .,-�' -I � - , I ! 11 1 I r. �irt er'IT Iusl , � .- m__ ___�_ _L_1_0___ m § ,�yw i's trz, In 0-1 I I I temperentass. ; --IL a a ': a ILS I A ,- 11 " I . t 1 7 ' ,.a. - Me .wr 0 37 O21 Ii,II 0.1, . I Diretc standan, shirt's dark t,,,,,,e!DDe),�r,�,f,,�-��,,i�tR�nt poly'It , . 1i Introduction _,lFC__ __W1 elp is T, or !lli , I! -_ - I � -_, ,25 r I � 30I mi�; 1 (to , - I �! M 1. I, __ � . xl� �, ____ I I " ": 1`3 11 is , � 6 11 11 E: K 1-5 The Aeris " I Emily combines slee,,, fluid for ins and I SK. 48K I 0 1 1 84 .,Y( _ _11_4�___ 'Ielf ,0,,r It 9" W 1, 0,19 o,17 ,x, I 1 f24 _::4 � T G-Eig 5',V . I", aneifterharal (01p, avadable� - M i I 6e 0 �: L osee 45sy 1 0 ! �- - ff -1 ��), I 'T') ISO 496350I-K 59V SR3 I , , 7VFl I 11, ,1A4 02, 0 22, 0, I I qU5 rill I I - 1111. 111-1. �:._- Spa 4497 IMF _75iV F,Vl` OZ Or-'5- ii�'___ 0 1 0.4i " - I; T Floodl�hting � - crisp edges into a Itinkinct architectural aesthetic Projected LED Lumen Maintenance OPTICS - Three dierbui term ,dy sqdE to medmin more. Tre a,ap:"`�"'�' Dr'�ih,,'�'�'."','�:" li� 2 0 -.-tl EIrOi7 ,r,i; I , a 1 7r -_ 11-1 C) >- rot,,,realljohnneapirt,oge p,�.,��mdized�urninu�-f�.tedp,,taL,.I'�(cori,trucfior eleplf-specidretir , I : � � , �. � -7777-- . � I � �� I, 1: , " spearlar)fortiq 1__ I I ___ - that can be echoed throughout entire sites- � , , � � L2L _4t_ 1 :q 0 o� I Projected LED Lumen Maintenance OxIs .f.-Ver th. .,napirled pilff.rea- p .ji Fir the DSXW1 LED 20C 1000 � h petfumarceand iffromy, TA hefledorshverlinallamp),mlirrifily efeen" die-fe,pred - .; � : (DID � I' 7]W L Su � 4254i�� ,", �: I � � 9� 1 � �, lis � I2YC- .nt,b7xed_�,IOFdyb,,fLEO,x,F reja-d pop IESNA Far- emo-spEsiber alVerrienn (For asoillagiVorth 175Mr , I Specifications I � Iso � �: W-4 pi"', able PL.4 1 ��: �: i:i: : �: �: : � , L2iL Cm-4-I thl, V-plIt-d peTf-it -i far FIT, ASWI LED 1 635530 TrN I [I ,:,el :,W;T:� = 7 I � ia ,, ,1etha,;n,3TtIsp,hie,atb,,_a,,1O �Ohn,�,fLED�,(,i,gtiotodp�IESNALM 80 08 .rif pr.je,Vid per ESJU4 M 2 -I F - U' 2 - � ±fk 90oli ,oid ,,q.t,,d p.r [ESNA TIA-21 -1 Tr 15 I 1 SK /1)V,, : Z 0 1 1 I, P4 >__I ELECTRICAL ---- Wilasl:H�q�Pressur�Sod;w.-Reac.to�norma[Kwerfactorbal�a�tis�t4ila�dfL,r355,50Sor ___, I I I I I � _ . - Ill, I The ASWI LED Integrates the atest LED .'. �:: , 1� : 1�1 11, - ,lc,v,q , _ TFM IiI __ Width: I - 70, 20V D4V- HLY ,opUoxranfVr50S,,r1OS r2sitonfig. All obiloOlUge,areStarelied high reAtarnce, high RR, RG , - I -, H technology with tire designer aesthetic cif the isr ,lai Towl,ultrel-LD ... o Orn ,I,i�,,�,wa-,: L,I,w� IhiI,VpV,Id, w thI, nret.d,bix � - "' 11- Intilif SP3 lines f Z I b -,!_Ire� LF,L.1h,]V.Teil1 ...... 1,.,J,,.�,,,,-d,�,,�,�,t,s,,d�,,,�,,�. .f,46,,,I,Fhv,.F,,1iT .,r�,,`,.l-U,lfa,tVq powinflacturum'm li�lide-H�gh,e�,(t�.n�,�Ighp,owffl�c,'P,rfm 50-15AW and standard will pulse,aart I thil-180 [!,1:24, 1 -3 2 ,I a 1 2 3 I-, -, - 1� -is" fa ro. I ly for styl is h, h ig SR4 A124 2 0 �il± ,If ,r(Iq`h ,.u'. s, ,,ea lenl,� "aIL ce.-rLia, _bi,t F`�,I, E-4 >. E4 Ii::::�:x' 1 --- J1T__ I _________[_� Depth: 11-II4, Aej _ h-perforri-larm, _1 I I I gritor tedrin,10gy and cor�itaM-Watta�,iatc,transformef,fer 175W, CSA, NaM a WILlrequired far probe I rlll� 1: : i amm �2_1 �_i �� 'tocaripmem ittitsid, ifth, US to, 175sy Not available 175M SrWA_ Ali ballasts are I thrrafscbiq-teaed� .: METAL HALIDE: 50 -175W ft*RIFeiri -- M-3 , Drual-V in rueb, 't W."Who, Hein", 94'11"�,I -- --- _ 'I I _ �- - , ___ _-, "A fliturnination that asts� The ASW1 LED is ideal for X mata..". attlenah, I : I I 'I'Vt,l .mompursan prpaea,dtar�ho Lostaluninum noushq, promising ipaxittormheattirogaitkon. HIGH PRESSURE 50blft 45 -15OW 9- -, III " I - � - W Mo: :: NNEM Height: 11!I repla,,-�inq 100-400tsNrnetil halide in area lighting I : : : p4 &--I �:) sockOls Forcer,6in, hoizontilly-o�,,eTt��,�liy-wie,ited,med�um base Secketwitso copper 3110drihicielid A � � - re Maximaerl For-lLY - '. i, ,,,-,) applicertbristivith typical energy savings of 65% and =ISO I Weight -14ilb, MINEWEIMM �� (Z) CD Cn ,anw sioll Wrh "rolir contsa , , I , TFM 1 SOS TA, Ye rific a I I a m p), 15OW hi g IT pres so re so d i urn [a FIT R, 15800 rated I Lim ens, to 9t He. 9806 1 202 1 (max): 115 I.r I expE,chedeei vice life of over 100,000 hours, ,iai. O..�.,,.�r,,,�o.rt�.,d-,,i,�,i.1,tT fit.f.,th,, rr,V_1I,,rn hthe, L,,,F,o,iI;!, D I�-`V!Van sx 1 h,lropVq - 4NISTALLATION - Die-cast aluminum 1/2" WSM threi mounting knuckle is standard. seei pointed 5p"It"O"r, . � � � I 11 11 � � � TU..1,1, - ,, r-) ,.:;� U �.� mounting - _T_, Cartesian � Plot - sim-111roarinance Corrour Electrical Load I � - 1 40� T1 :�At ==A ("I ,-L;;__;_ I jr __ I V Ew7,=G Z 0 I U 91 - , F In , , - , p , . YA'erignim"l. [� I 6 I � � , IESIINGS - W-lishert- CSA or Lord Certified (see Options), UL Used tot yie� kicabrors and 25'(Firribient ReillotbridudirskeUddei: _� I bur, Name type 74 ,, g1i ,i,,4,i i"I""', !I'Fl�xv,i It D'FIC Kvii-YP" oet",,""', �,"i"It,"v�,,�,"I","T I- PT6,i', I-,1ay.,lT,, , 2X",',;�� i,,T%F � to- I 514 1 m p � I � I �� I Z , I , mmosm , , k I l I x , . 4 -C::� 10-51a(�6,,iq 1 BEV, � lead: 131 H x INV 5 temperature, Ply rahtd. Iffidth: 10-5iii I26.9T k, , , J26.9n - I Beloi, effTnTrI loss, 48,2% LEGEND 1 . I I I � I I T � I I l I I � I I � I z LEGEND �4 C) F WARRANTY - I -year banitediwomeity. car rni Warranty tu-TaCiated,n, I I 2 , , �- l , � � I ... � i � I I 11 I I larner fi- Ic"'frIlpe'Ish 7M 11 - , I �, ,. , ,� I I I � �- I ,� � i I �i4� inlel 9 ie-FT.- 6 "einte.k.'.. 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SP7A FIXTURE $PC$$ FIXTURE 111 ED(TURE 11 I 11 SHEET NO: 8 of 9 (1 'n ? , 0--,q t/ --& - DATE: 02/03/14 - , = ff! 11 LIGHT POLE LEGEND O SINGLE LAMP ►� DOUBLE LAMP � DOUBLE LAMP ~ � I� W TRIPLE LAMP + QUAD LAMP SHRUB SCHEDULE Qty. TREE SCHEDULE QTY CANOPY AREA TOTAL CANOPY LANDSCAPE REQUIREMENTS ICH a Ilex crenata & cvs. - Japanese Holly 73 PO g Plantanus occidentalis - American Planetree 1 1,475 sf 1,475 sf PROJECT AREA: 52,200 sf Minimum Caliper - 3.5" TREE CANOPY REQUIRED: 52,200 x 10% = 5,220 sf TM- 45 -68D5 PL Prunus laurocerasus &cvs. - Cherry Laurel 25 TREE CANOPY PROVIDED: 5,573 sf (10.7 %) WAL —MART Note: AR Acer rubrum &cvs. -Red Maple 2 510 sf 1,200 sf \ 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. BE ALLOWED TO REACH, AND BE MAINTAINED AT, Cercis canadensis & cvs. - Eastern Redbud 10 124 sf 1,240 sf USE: RETAIL MATURE HEIGHT; THE TOPPING OF TREES IS CC Minimum Height - 6' -7' ZONE: HC EXISTING WOODED AREA PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE {% Corpus florida &cvs. - Flowering Dogwood 13 124 sf 1,612 sf \ OVERALL HEALTH OF THE PLANT. CF r , Minimum Height - 6'-7 1 i i 11 I - -- ( ------- - - - - -- (2) ICH � • / 1 �� \� `� _ _ / `` � 11' II 4 - -- - -- ! --------- - - - - -- (2) EX. JUNIPER (1)CF 4 EX. I (3�/EX. c I� \ / t 1 I 1 I i I I - -- I O B,l'JRNING BU. i\ �\ � 1 h (3) EX. HOLLY JUNIPER v v i (1) CF -� E L O) U �NNto0 EL ` -°W > O n o mm? com0 o-'r-t N m �M —U R it 1t 1,,V. No. 33028 ,�o M -Z3 _ t k'/ ww ON L A U) O 9 _ � pU� Qi ~ � I� W � w O U U U U jC12 U U U U m W m U w P4 w Y a U w x Zo � W w 'D U U) O 9 _ � pU� Qi ~ � I� W � w O U U U U in U U U U W W m U P4 w a Z u.i ( x Zo � W w 'D O J CD A \ \ \ CO (=> O _ � O co II ui J U U) U U U U U U W W U P4 a u.i ( Zo w 'D O J I I 1\ I t l I\ (3) ICH � I �' \, \ � \\ \\ // t! % j � �� 1 1 �, �t � I I! - - - - � {/ \ / - - - - � ��' (3) ICH W > 3 ICH (3) ICH EX. DOGWOOD (1 CC I E� >_ E-4 �� W ~ EX. REDBUD ! I \ O (3) ICH (2) ICH W --------------- - - ---- u W C) (� ----- -4&8 -_ -- / / / 11 I y ` I Il it �l o! I I I I I I I I♦ + + (2) CF \ � W � -490- JUNIPER I E 4 I \\ \ \\ � \� �. �~� `�_ __ JAI /I / // � ,� 4' !q t \i (� EX (3) ICH �� 11 B RNI BUSH - - -- _ __ x _ - _ -------------------------- - - - -EX DOGWOOD---- - - -(2) CC- ` - - - - - -, 500 — L f i�i� ���,\ \ \ \ \` i� \ \\ \ \� ��1 ,, - __ -- - - - - -- ------- V�---- - - - - -- • z_ '- ----- - - - - -- �� O O __ _— — -- I Li 510 - - -- \ \ - ` - - - -- — - - -- — — �_�__�- ~�� �\� ~�� ~ ^r� I �--� ~ J — — (2) CF ( 1 0 CFI _-- - - - - -- - -f - - -- � \ w (6) EX. JU PER w 520 _ EX. DOGWOOD EX. BOXWOOD DOM. PROJECT NO:11.0093 INDEX TITLE: 1 TM- 45 -68C CHARLOTTESVILLE SP8 REALTY CO. EXISTING WOODED AREA USE: VACANT 1 SHEET NO: 9 Of 9 ZONE: HC N o so so so I � /� /0- � - SC AL 1 " =30' DATE: 02/03/14