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HomeMy WebLinkAboutSDP201300031 Plan - Approved 2013-05-13MINOR 51TE PLAN AMENDMENT TO 5DP95 -089 FOR 233 I Seminole Lane TMP 045131 - 06 -00 -00 I BO GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT .SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE NTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE 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 DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 11, USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING PLACE MATERIAL IN 6" LIFTS. 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL ASTM D 2487. CLASSIFICATION GIN, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 14, ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 15. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 17, IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. SIGNATURE BLOCK DATE CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION RIO D15TRICT, ALBEMAKLE COUNTY, VIRGINIA SHEET INDEX SHEET C I - COVER SHEET SHEET C2 - SITE PLAN AMENDMENT SHEET C3 - SITE DETAILS SHEET C4 - LIGHTING PLAN * DETAILS VICINITY MAP SCALE: 1" =1 ,000' IN GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY 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 EDITION OF THE GENERAL WATER. AND SEWER CONSTRUC ¶ON SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 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 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, OWNER / DEVELOPER Owner: Riverside Group, LLC. 503 Foulconer Dr. Suite 5 Charlottesville; VA 22903 Developer: Monticello Equity Partners, LLC. PMB 344 977 Seminole Trail Charlottesville, VA 22901 ZONING HC - Highway Commercial EC - Entrance Corridor AIA - Airport Impact Area LEGAL REFERENCE TMP 04581 -06 -00 -00180 - DB 2980 PG 734 (9.48 Acs) BENCHMARK Bench mark is the top of an existing sanitary manhole at the rear of the site near the dumpster pads. Elev. = 373.34 SOURCE OF BOUNDARY & TOPO Boundary survey compiled from plats of record by. Commonwealth Land Surveying, LLC. A current boundary survey was not performed. Parcel 1B: DB 2980 PG 734 Topographic survey & as -built information provided in November 2012 by Commonwealth Land Surveying, LLC, 319 West Rio Road Charlottesville, VA 22901 (434) 973 -0513 A title report was not provided. All easements and encumbrances may not be shown on this plan. BUILDING HEIGHT Maximum: 35' SETBACKS Front Building (Seminole Tr. & Seminole Ln.): 30' Front Parking (Seminole Tr. & Seminole Ln.): 10' Rear & Side Building (Carrsbrook Sub.): 50' Rear & Side Parking (Carrsbrook Sub.): 20' 20' Undisturbed Buffer - Between Any Adjacent Residential District. EXISTING USE Fitness Gym, Antique Shop & Church. PROPOSED USE Community Surgery Center & Medical Laboratory Max Total Employees: 46 Ex. Building Area: 30,224 SF New Building Addition: 179 SF Max Building Area: 30,403 SF Total Site Area: 103,239 SF (2.37 Acs) Total Impervious Area: 44,168 SF (1.01 Acs) SIGNS All signs shall conform with the MUTCD Guidelines. WATERSHED This site is located within the South Fork Rivanno Watershed (below reservoir). This site is not located within a water supply protection area. LIGHTING Outdoor lighting is proposed with this site plan amendment. See the amendment narrative and sheet 04 for the lighting plan. LIMITS OF DISTURBANCE The total limits of disturbance with this site plan amendment equals 8,509 SF. An erosion and sediment control plan is not required. _1`l�lc_�- l-l Submittal Type Reviewed and Approved by the Community Development Department Date Pileu -- Pa.I.L� Signature SITE PLAN AMENDMENT NARRATIVE 1� The purpose of this site plan amendment is to amend SDP95 -089 to accommodate: Gv 1. A change of use to a surgery center and medical laboratory. p 2. Add a new 1.5" water meter and vault with a 2" service line. JU N M. SHEMP Y 3. Add anew gas service line with meter as shown. Lic. pVo.4 183 4. Remove an existing storm inlet along parking are Relocate the existing storm inlet A r+ O in the proposed gravel infiltration area to a new location as shown. Add riser rings to bring it up to proposed grade in the new location. A A G`' SSIONAL 5. Add new 8" PVC storm pipe to connect to relocated storm inlet and existing VO portion of 8" PVC from the existing pond spillway area. 6. Add new concrete pads under new HVAC units as shown on plan. 7. Add new gravel infiltration area under proposed HVAC units per detail 10 /C3. 8. Re -grade new gravel infiltration area as shown on plan to provide adequate storm water flow away from the existing building to relocated storm inlet. 9. Add retaining walls and screening walls as shown on plan. 10. Add additional 5' wide sidewalk to existing sidewalk for a new proposed door entrance at the rear of the site. Add proposed retaining wall around new sidewalk. 11. Cut the existing trees back to be outside of the limits of disturbance. 12. Add 8' chainlink security fence around the limits of the proposed generator pad. 13. Keep the existing screening fence around the upper dumpster pad. Add new wooden doors to the existing enclosure. w 14. Remove existing screening fence and dumpsters from lower dumpster pad. The y H existing concrete pad will remain. ^I o E E E 15. Keep the existing screening fence around the remaining lower dumpster pad. Add new wooden doors to the existing enclosure. Wooden doors shall be half the width ^ T Y I 8 of the enclosure. . 16. Remove existing curb and mill pavement as shown on demo detail 4 on sheet C2 a 17. Remove portions of the existing roof canopy in areas where the new canopy is 0.! shown. [Tj 18. Add new curb as shown, and re- stripe parking spaces accordingly. 19. Remove existing brodford pear near new canopy area and replace with some species in the location as shown on sheet C2. O 20. Install new storm drain along the new canopy and sidewalk as shown. Connect new drain to the existing storm MH with new 8" PVC pipe. 21. Add new flag poles and flag pole lighting as shown adjacent to the new canopy. 22. Add new parking lot lighting in the locations shown on the lighting plan on sheet C4. 23. Add new 179 sf building addition as shown on the plan. MECHANICAL EQUIPMENT Mechanical equipment shall not be visible from the Entrance Corridor. FLOOD ZONE According to the FEMA Flood Insurance Rote Map, effective date February 4, 2005 (Community Q Panel 51003CO280D), this property lies within the Zone AE 100 -year flood plain. Flood Zone AE and Xare shown per the above referenced FEMA flood map. An approximate Z adjusted flood plain line is also shown based on the FEMA floodway elevation 360. Fill for this site was approved by the county under a previous application. For zoning purposes the building and improvements are considered outside the flood hazard overlay district. ' R O v PARKING SCHEDULE Existing Use: Church: 48 - Per zoning clearance # 2010 -107 Furniture Store: 19 - Per zoning clearance # 2012 -144 Fitness Center: 60 - Per zoning clearance # 2008 -256 Proposed Use: Required* Medical Center: 49* Medical Laboratory (Classified As Medical Office): 1 Space Per 200 SF Net Office Area. 2676 *.80 = 2,141/200 = 11 Spaces * Per email from Francis MacCall - Albemarle County Senior Planner on 11/20/12. Total Existing Spaces = 127 - 9 Spaces Per SPA = 118 Total Proposed Spaces = 60 Parking spaces preserved for future users at 2331 Seminole Lane = 58 WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by the Albemarle County Service Authority. No changes to the existing services are proposed other than the installation of a new 1.5" water meter. ELECTRIC /TELEPHONE /CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan amendment. LANDSCAPING CANOPY See sheet C2 for the proposed landscaping screening. CRITICAL SLOPES The disturbance of critical slopes shown on sheet C2 are within a critical slope waiver associated with SDP1995 -00053 approved on July 11, 1995. Casem ant _ '� z l - M 0 D8 1505 PG 335 r SI3k =. -38 p C \ 1 � F m o ` B 1064 PG 537 - 8 \ \� \ I o p INV IN 37 29 c \ \ ??{ WV 0 Approx. Loc. of ti Ex. ACSA 6" DI ` PINV OUT 3 .09 o ine G er x3 a Wtl / - \ \/ w o 1 V Ex. 5' Sidewalk Ex. Bradford I W s O \ / I s G/. \ o�� Ex. SI ewalk \Ji Pea1E To Remain \ \ \� Easement aline w DB 1064 PC 637 �� e1 �� ♦ / New Bradford Pea Ex. 3 VA \ w I i \ o Power Ea A sement rox Loc, of E Plann`d . I ��/ •4I ( 40 At Min 2335 Seminole Lane DB 1516 546 dP z 0 = / = 0�!8 T 388.8 X 2.5" al. FIFE = 390.11 DI \ FTC 29 J \ rti terlhe Xo of Ex. A rox. Loc. of Demo / J I v4 �WV p 0 Detail #1 " Li it PP } pres�i � 90' RWSA 12" DI � /, 3? E Ex 20' Waterline X. to X.. $ 5 Appr x. L e_ -r_vic E x. LI its o'f' atArne Ex. Ga Portions of Ex. I W ll Ex. 20' Waterline eme Li / Curb (TBR) Q Canopy To Be as em- DB 1505 PG 335 \ _ \ \ N.: 368.32 / L �G W -- _ _ _ - - -- Removed As \ <o B 1064 PG 637 \ / IN 3t8.32/ 32/ - Y� ���111 N \ \ 11 Shown On Plan \ S• Approx. Loc. of INVI OUT 358.7 7 � o a; SOE�.. C o Ex. ACSA 6" DI \ % 1T CON l { \I y I F 9 n x. Sanit r M_H„ - / 'J?j a p Ex. rod ford Pear 1 / � y p %L � 1 q ' To B r S Waterline � RRR/// _ �' P \ w� \ �,! 89 eJ f WV Ex. 5' Sidewalk !', a _ / ot� is, L'� t a INV IN: 37429 ,;,�Y/�� �i tT rponce . zs � -� > / �3 1 Ex. form DI 'h / p �_ tv` ] w �, °' / 1 TOP: 8.35 1c / / _ \ \N Site A e `O N INV OUT3709 ,� units` of A � INV OUT: .4 OP: j 5 � � m INV IN: 83.55 0 � �Ex. 3a - rbonce 1 35 °' ° I `N `N 'T \ 1 {I k$ N > Ex. Si ewalk \ - � I ,� 1 ��57 .33 \ torm Eas t �f ` _ '�� w �j x , Retmfiing ^.Wall nits of SPA i I .I Ex. Parking vo / ' \\ � i r j _ 0 3 2.13 DB 851�PG1 4 }' � \ - -- N G ew ��"�.° /TaV87,26 a - ro 6 R Ex. Storm DI Stripes To Be \� ^ Ne -15" I 1 C-2 8?e- Striped J Meter & o of Ex. I - ? . m Storm i�� ~�� e„ Along South J .}... Vault �I 'z �res�i - 1� Gxoncl Stor _ _TOP: X65.71 \ o z r g New Building Side n Ex. Ex.. ghgdfod 4 ` \ g� x. L x. w N Addition Building Pear x Ga . m' -A e ' & �� �'- l ( i ) I \\ INV IN. 345.71 1" s �=� " r � a INV IN: 355.31 2331 S To R main Lino - 1 �e�. ed o \ i l o 1 DEMOLITION DETAIL 1 FEE w �Sera� G \ \' \ 0 x INV our: 335.41 � Jx'" � I 1 \ < T SCALE: 1 " =20' I 1 Ex star n DI / a p - T X sa3 itgry MH i \y \ . n 1 r -/ I / -'Q \ S" �J L Ex. 5' X39 .42 -T �- B8' $' L is a P Lig t / 1 0 o N O I Covered ___ -.�� -- _ INV IN: 31 9 i once gm / 'sv,<, o' V PoI� V i V \\ o _ 92 E St ®m DI I Concre Sidewalk .P INV OUT: 37 .09 a /// ��. ) , o ' o Demo I \ -� ew 2" \ (]Y -- O 0.88 r � _ \ - - r New 1Gasof A / / 6 , T \QeT / Detail #2� I (TBR) r _ S rvi� A 9 E� St m DI - S o Ex. S�ewalk V o ne )r` 1a Meter j f � �I i k \ �V, N LicNo.45 833 Storm TO`P: i DI Den �- -� C ,�> � _ Ex. Retching °Wall ° \ r.� i - eta \ / - -� -- New y7op 387.26 a \ \ ' i A 4' rn 90 Detail ` _ h - -\ r CG -2 89 f C `�a6. _ ^ , \ / "o Stem i /.ii\ Ex. Critica Slopes / ` six v v V / a m �rm Ex: Storm Easement. gi / o u, Per SE P 95 -089 Addition (Never Recorded) / \ t Building i rt SD / New ` S - ✓ - x \ \\ d.) / Storm Easement le 9 0 1 \ / p �. Ex. 20 New FI� f � m ' Po 0 � - 0 6 / To Be Abandoned. / I o °= I a7�nt ad San Per SDP 95-089 / \ r E I verhe \ / Ex. Storm DI 1 °� 1r' ®. hting New Flag 5- Ease \ p - --1 I To Be Relocated / ( Never Recorded) Pole (t PVC yp.) D 1541 PG 320 c o" 9 913 / To Be Abandoned. 4 -Ex, Handicap No 8" Ex. Tree I Parking Spaces rainA Pipe A / Ex. St To Be R m DI i-- -- To Be Rerr I Ex. Star p � h _ New 30'x6" Zurn P6 -DDD Ex. To Be emove 8 i _ _ °13 1 �' - Oaropy Vii•- Storm Drain w /Manufacturer Ex. Handicap TOP: 374. \; i ` a _ Ptlrkin • & Ram \ Flood Zone AE St m DI -- To � �E Approved Base Flush / P INV IN:19 \ \ \ � Be emove' i - /4 .i �i w Sidewalk & New T= II I' / 7a" NV o e6.09 \ 14tc Pavement \, 75 V Al. " \ 20' w \ - -- - - --- hi of ' P r \SDP 95 -089 E I i, � See Detail 9/C3 7 " \ t }n Easement. E E B E - -�� -. disturbance New - \ o Sidewalk / 76° �" s...of SPA 1 cc oo N r Recorded) v Ex. mpster P ♦ _ .a.r, ' - Con c. S�` arm''j \- l i r�- I 4' J I�.' �_\ �j ` m m Ex Wao e / T°e m j '�� - G n 7 1 Into PDownspouts VC Drain Pipes �I \� `Flood Zon X m ¢ u' ¢ �' Du, pst r/ �I - _5 FCC_Q -_S 7 _ _ _ r _ .. �N .- 4 '2. ^•. I A, .� En Iasar i -� , � DEMOLITION DETAIL 3 ro New Roof Ex. Sanitary r _x. 6" \ / v\ To Rem in - /� 3 -New 4i s A , +,. / / / .j Drain (typ) Q Clean -out Sanita fix � / ,/ f j � C2 SCALE: 1 " =20' Im I Emerald y 2331 Seminole Lone Service L teral Elev= / Eastern 1 New 0 FFE = 390.62 \ , i line La ndscaping -_. _ New Wall I Arborvitae' c, / z°° I Area p 9 D/ BFE = 376.16 ° I Ex. 5' Sidew�l i 7� \ , F \ x \ / Mounted o d y I (TYP )e I Si ml s. tArep 2-. 9� ,° . Covered «Mill Ex. Pavement To Match U- a e e ` Jae %ne INV:N. M0.19 ��\ % °_'.. l'. i / _� I Y x Dumpster Pad Ex 2 DEMOLITION DETAIL 2 / SCALE: 1 " =20' I New Sidewalk Proposed Grade Surface Pavement I - -- -'v°or /�4 J c wt` INV OUT: 359:g C2 I I CG -2 Re Stripe / T Be Applied When Parking Lot Is Iw F, �exeR \�\e ' Ex. Sm DI 1 ° i �j) Yn closure To Resurfaced. \ OP 3 94 "' 92 Er�. St m DI S c l e g Demo p �_ \ \ i Re in `� Ex, Dumpster \ \\ TOP 0.88 p / INV OUT: 36 6 . •o �d_ - -- - -_ _� 90 Detail #2� � fx. Dumpster Pad New \\ - � � \ o � �\ f ' Ex. WoodI Dumpster \� IStor New Curb Cut Enclosure \To Be Removed \ �"°°' �t+� ei ( - \ \ \ p N S ) -� New idew k ,.I Sc� in\ / ����:. A'� o / m 6 x one. \ oors / x� a Ex. Stgtm -Dl- / / Flush W /Pa ement ;- •- �''C., \ \1, /' \ - Y� 392.39 T= ansfo�mer Pa d �, ° v�� E4r. reelme� /� 1 r , o > o L� / IN OUT: 389,59 Ne F./ I Sass L��c --- �V� j / \1� �oiP 1 �o New Undergro no 3 i I m - o - Electric 5. ,• �o. t - 3 New Gravel C Infiltration Area ew / New Concrete ew SBlock 76 Pad For HVA 4- w Em raid Block 76 .U..- = _ j q - • A V e4 �. ° (Only Under Re nin Wal - - s,• ^\ 0 Units) g2 / c° East Arb rvitae C3 9 =__ y _ \ \ �.. x / /Storm Rel New } „ ten C 9 ) C3 6 New Max 25 gF ILL 1 „r:_ HVAC Units New Conc. Pad w _ Relo c ted DI- ev 392.00 C3 ''^ _ --3 �, er, 3 - - W eocae P To -388 0 _ Inv Out- . Inv Out= 3. Add riser r g 3} - - � x�Hlght� Z L - - - - - Ex. Critical Slopes m ch propo d �4-r' LF_ - - P on P � Ex. D •� Ex W e _�dw P v itectle%% - O 0�RE rbed Buffe Du p AI{ea �F e_cu+gef 1)istdrbac - 20 Undisturbed Buffer 1,2 o Undi It, T F 390 k Ne Scr en > See De ait-5 C - dr imi s A 92 QQ To Rem In r � c //wi - New eeline i To Remain Undisturbed Z C ,INV OUTNe 8 "X'VC�45° B n eeline \ x x x��x x x x x x z I / \ \ \ Ex. Fence Line ,✓ / �� W Ex. Critical Slopes Planting Schedule Botanical Name Common Name Min. Quantity Canopy SIF Total Canopy PY &Limits of SPA Cal. /Height - Vegetative Screening Is Provided For The Proposed HVAC Pads, Use: Single Family Residence SF Thuja Occ dentalis "Emerald" Eastern 4 -5' 7 70 70 1 =?0 Arborvitae New Rear Entrance Detall Pyrus calleryana Bradford' Bradford Pear 2.5" 1 Sheet No. Curacy Requirements \ C2 SCALE 1 " =20' TOTAL SF: 70 / y / /// /// �/ I` :! _ W 0 Y - Z m 2N Q TMP 0 45131- 06- 0 0 -0 01A0 5.0 Landscape Requirements Refuse Areas To e From Adjacent Residential /Agriculture: Janke S. Heischman 821 PG 723 Rl- Limits of Disturbance Date 05/ 10 / 2013 Existing Wooden Dumpstumpster En Enclosures To Remain, Zoned: Zoned: - &Limits of SPA Scale - Vegetative Screening Is Provided For The Proposed HVAC Pads, Use: Single Family Residence 1 =?0 Screening Also Provided By Existing Mature Tree Canopy Buffer. New Rear Entrance Detall Sheet No. Curacy Requirements \ C2 SCALE 1 " =20' 20 0 20 40 60 C2 OF 4 107 of Total Site Area In Tree Canopy. \� Required Canopy, 103,239 *.10 = 10,324 SF File No, Provided Canopy 50,942 *1.25 = 63,678 SF (Existing Tree Canopy To Remain) Scale: 1"=20' \ \� 1 2, 024 ATYPICAL WATER SERVICE LATERAL INSTALLATION C3 SCALE: NOT TO SCALE 1992 3 Source: Va. DSWC Plate 3.38 -2 TREE PROTECTION FENCING DETAIL C3 SCALE: NOT TO SCALE A SIDE VIEW B MOOR HINGE affl 'S F FTER D Olt FOR Il TOUCH READ UNITS. C TOP VIEW I I 3' DIAMEI tR LIA'I 81ARIGG 11a.act UNDERNEATH !IFr HANDLE I L __ z4• I - - - - -- - - - - - -- ALUM NUM ACCESS HATCH TYPICAL METER VAUL N.T.S. HG. W -7A TD -11 TYPICAL METER VAULT OUTER DIMENSIONS 1.5"+ C3 SCALE: NOT TO SCALE ZURN P6-DDD �— 6[f92]Wide Deoarative Grafo mi llnrnea ana lmm Rare Rnbi¢ at ro: MinalaciNrmE rol«,ana� inn cnanseWlmom:Naima Baektolndex Please Item olme �part Item Number Check No. Numb LID 13 67506 P6 -DDD —— 20 [508] � 4 [19] 137 Di GRATE ENGINEERING SPECIFICATION: The Zurn Iii Diagonal Decorative Ductile Iran Grate, is 5 -3/8 inches wide by 20 inches: long, weighing 5.51bs per linear foot. The grate has an open area of 17.9 square inches per linearfoot, DIN Rating ci A, ANSI Rating of Light -Duty, ADA Compliant. DOD D gon l Decorative Material: ol.I Iron DIN Ret g. Cl as A Weight: 5 5lbs/R Open Area: 171 ANSI Rating, Light-DUfy Application: Heel -Proof Ped echo Slat WtlWHOIe. S.. UP" - ADA, Yes H -20. IW FAA No Form# Frfi61 Date: 11/27112 C.Ni 12&505 Rev AG Paee i3 of 76 zuaN NOUSTMES, FFIFE rlcn 4ma., A•... Ene, Ew lean h Guvde: 2URN INUUSTRIES :]SH NuM1U�a va N fscauga, bM tgYIL3. Phone 9051406031: Fu: 90aU05 -f 392 9 WORM DRAIN GRATE DETAIL C3 Not To Scele P cauNRD;nsc x /r ,am 1 n rn IrI wr oR sra= ovt ©:'c©�eb I .Q „ T 6v Ei 513E L N s, 1— firnnx+s I URAL SEM17IC n a R?c�/EF 2V.,v a �� P. .ttt.Fllva d C .d i:§nkRN 11 MIN. In I '.IN wwPNUI Locrc MC nssEMa'.Y eYPA55 , NOTES. PROVIDE A 6" THICK GRAVEL BED BENEATH TIIE METER VAULT. 2 MIINMUM WALL THIC KNESS E ©R PRECAST OR POUR -IN -PLACE VAULTS SHALL BE MIN MUM WALL THICKNESS FOR VAULTS CONSI RUCTED of MASONARY BLOCK SHALL BE 3. THE OUTSIDE OF THE VAIJ1T BFLOW GRADE ii I.I. HE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (1 1/2" METER NT5 G. W -76 RV l'E R I rn c�� oc arc _avc rc. " T N lLE TYPICAL SERVICE LATERAL INSTALLATIO NT5 FIG. Ri TD -9 ATYPICAL WATER SERVICE LATERAL INSTALLATION C3 SCALE: NOT TO SCALE 1992 3 Source: Va. DSWC Plate 3.38 -2 TREE PROTECTION FENCING DETAIL C3 SCALE: NOT TO SCALE A SIDE VIEW B MOOR HINGE affl 'S F FTER D Olt FOR Il TOUCH READ UNITS. C TOP VIEW I I 3' DIAMEI tR LIA'I 81ARIGG 11a.act UNDERNEATH !IFr HANDLE I L __ z4• I - - - - -- - - - - - -- ALUM NUM ACCESS HATCH TYPICAL METER VAUL N.T.S. HG. W -7A TD -11 TYPICAL METER VAULT OUTER DIMENSIONS 1.5"+ C3 SCALE: NOT TO SCALE ZURN P6-DDD �— 6[f92]Wide Deoarative Grafo mi llnrnea ana lmm Rare Rnbi¢ at ro: MinalaciNrmE rol«,ana� inn cnanseWlmom:Naima Baektolndex Please Item olme �part Item Number Check No. Numb LID 13 67506 P6 -DDD —— 20 [508] � 4 [19] 137 Di GRATE ENGINEERING SPECIFICATION: The Zurn Iii Diagonal Decorative Ductile Iran Grate, is 5 -3/8 inches wide by 20 inches: long, weighing 5.51bs per linear foot. The grate has an open area of 17.9 square inches per linearfoot, DIN Rating ci A, ANSI Rating of Light -Duty, ADA Compliant. DOD D gon l Decorative Material: ol.I Iron DIN Ret g. Cl as A Weight: 5 5lbs/R Open Area: 171 ANSI Rating, Light-DUfy Application: Heel -Proof Ped echo Slat WtlWHOIe. S.. UP" - ADA, Yes H -20. IW FAA No Form# Frfi61 Date: 11/27112 C.Ni 12&505 Rev AG Paee i3 of 76 zuaN NOUSTMES, FFIFE rlcn 4ma., A•... Ene, Ew lean h Guvde: 2URN INUUSTRIES :]SH NuM1U�a va N fscauga, bM tgYIL3. Phone 9051406031: Fu: 90aU05 -f 392 9 WORM DRAIN GRATE DETAIL C3 Not To Scele TYPICAL METER VAULT — 15' C3 SCALE: NOT TO SCALE SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING, TREE TIES, SEE SPECS 1 -1/2" SQ. OAK STAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH AFTER PLANTING AND WATER — THOROUGHLY 4" COMPACTED EARTH — WATERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANT SOIL AMENDMENTS. REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL TWO TIMES BALL DIA. (MIN) ZTREE PLANTING DETAIL C3 Not To Scale 6" CONCRETE SLAB (3,000 PSI MIN.) � X_ x �- X REINFORCED WIRE MESH 4" — COMPACTED STONE BASE I I I� COMPACTED SUBGRADE TYPICAL NEW CONCRETE PAD DETAIL C3 Not To Scale C tY fAlbeawrl Con wPI. _MRI -- be plc d I lamps Plans (13 lbi pp Tb(R i ri 11-i p : fiF, f.i 1. I'h £ollowiue is i:snall be alwwn on Weudn: ®' m na rvW;. � L' sof I ( d d pl f hheave,l); Qrede eh0ng eq w 11 orwalls; afRroP¢sed I neliighy dihe limits pfxiea%mg. 2, tL— sass. Ailnnerb be s.ed shat tiemak J th Pr: r bto 1 rght el 1 bl to pluiP aF: 1 ,y. Rr No grcd'NaslvJl ne until lh (rce marts,e has bcen,nsFUted and apprw0dbya Cowlyl Paso.: a, eoc R.anauna corte,xarn: FiT�reelvesrn ilyaw- i;lion mwsunt shill be ­di anaconlrutacwvta. a b, 1 m o a se ,v>x 0t ya"di amluculLtti elhc and UFidgeof+TmM1+UOn mahib,,iludi�§bil shill o,rt bb perinitrol ER NearlpLnM,FOR 1nbenayed 5 S I F J 4 ter lu U ur S hdnri. eFall taJVerse1 n tR to tie s&vea: b Fes: H Pies man prrmiraa �an�alaoranrae tin'pllne otvnr:mxaavwt. '1. To MNbrhriais � Toxlcm¢lertelsshall mtbearcaed itlrin tlPtee[nfWC drrpllnc oftree04M:0apad. & Pr � Feb I� 1 bi teia I fh 401 ­ in, pi Wi k g dad ty$ III dl d' g W 1 inai bi, I. PI d 1.11 be i,Ai m Opi by ii, G l 1"N-ii, Ki,F, li, emi .g , ­­i'­ 1 . 1}i W Wha inek 1 Is[benusctl ,rnm Wxd pl cof atre,tabe�avcd,a tta. wellan¢Il napro.,ded and m dotmk subm,hedf reppmvW. U W lh ltl ug al 1 b0! a h h: d DI 3o be J, 'all,lmn b,. lrto dW,(md duTau b dl p I U . T I nd IGy Wf 'n trenn i, q d ,1+ ii i f'f Abell betl l —, Ram to I.s p bl f - ing d lar .halm derd n .. pared Wntn yrcen wi Rl dsh'n,. fezAOrroou. xc 6i a aan law na 4n¢la Rmgvta dw n mn hrelcl0apnp. 3s as ara - 7 ItItl l� Damdl;dd ens shell bo aexmd d mniy by pmn n% f 1¢a4onor [b d Odd rxobunm[d� br ¢ nnoapxiahst. NOTE:IT64TRE DEVELYtPER 'SR &9POV9LRII;IFV TO!'llp'PrskW }�11'I Nl I.UMTftAr'T020NTREE CONSERVN. TfON n` � REQUNtEAfE:.NTN. 0WNEa SIGNATURE MATE) CONTRACT PURCHASER SICtIATURE . (DATE) ... 5/1f. raga l ot1 TREE CONSERVATION CHECKLIS C3 RE P " CHAMFER, TYP. a f ° 8 GGNG. WALL W/ /15 4 6ARS AT IZ"o.e., E.W. w 4 EQ. - EQ. r 5" AIR — ENTRAINED 66NG. FETAD, RE: PLAN ^� I S" AR— ENTRAINm GANG. SLAB 1 3/16" II/16" as a: RE- PLAN GLR. #5 BARS AT 12"o. c., E.W., rcP & f5 M. 3" iJ�v' s3 V Vii 1 I:I, T � s a TYPICAL NEW GRAVEL INFILTRATION AREA DETAIL C3 Not To Scale � H 1 JUSTIN M. SHIMP Y Lic. No. 45189 ` Ey b I .Q F � 3c I 11 MIN. In I '.IN wwPNUI Locrc MC nssEMa'.Y eYPA55 , NOTES. PROVIDE A 6" THICK GRAVEL BED BENEATH TIIE METER VAULT. 2 MIINMUM WALL THIC KNESS E ©R PRECAST OR POUR -IN -PLACE VAULTS SHALL BE MIN MUM WALL THICKNESS FOR VAULTS CONSI RUCTED of MASONARY BLOCK SHALL BE 3. THE OUTSIDE OF THE VAIJ1T BFLOW GRADE ii I.I. HE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (1 1/2" METER NT5 G. W -76 TD -12 TYPICAL METER VAULT — 15' C3 SCALE: NOT TO SCALE SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING, TREE TIES, SEE SPECS 1 -1/2" SQ. OAK STAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH AFTER PLANTING AND WATER — THOROUGHLY 4" COMPACTED EARTH — WATERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANT SOIL AMENDMENTS. REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL TWO TIMES BALL DIA. (MIN) ZTREE PLANTING DETAIL C3 Not To Scale 6" CONCRETE SLAB (3,000 PSI MIN.) � X_ x �- X REINFORCED WIRE MESH 4" — COMPACTED STONE BASE I I I� COMPACTED SUBGRADE TYPICAL NEW CONCRETE PAD DETAIL C3 Not To Scale C tY fAlbeawrl Con wPI. _MRI -- be plc d I lamps Plans (13 lbi pp Tb(R i ri 11-i p : fiF, f.i 1. I'h £ollowiue is i:snall be alwwn on Weudn: ®' m na rvW;. � L' sof I ( d d pl f hheave,l); Qrede eh0ng eq w 11 orwalls; afRroP¢sed I neliighy dihe limits pfxiea%mg. 2, tL— sass. Ailnnerb be s.ed shat tiemak J th Pr: r bto 1 rght el 1 bl to pluiP aF: 1 ,y. Rr No grcd'NaslvJl ne until lh (rce marts,e has bcen,nsFUted and apprw0dbya Cowlyl Paso.: a, eoc R.anauna corte,xarn: FiT�reelvesrn ilyaw- i;lion mwsunt shill be ­di anaconlrutacwvta. a b, 1 m o a se ,v>x 0t ya"di amluculLtti elhc and UFidgeof+TmM1+UOn mahib,,iludi�§bil shill o,rt bb perinitrol ER NearlpLnM,FOR 1nbenayed 5 S I F J 4 ter lu U ur S hdnri. eFall taJVerse1 n tR to tie s&vea: b Fes: H Pies man prrmiraa �an�alaoranrae tin'pllne otvnr:mxaavwt. '1. To MNbrhriais � Toxlcm¢lertelsshall mtbearcaed itlrin tlPtee[nfWC drrpllnc oftree04M:0apad. & Pr � Feb I� 1 bi teia I fh 401 ­ in, pi Wi k g dad ty$ III dl d' g W 1 inai bi, I. PI d 1.11 be i,Ai m Opi by ii, G l 1"N-ii, Ki,F, li, emi .g , ­­i'­ 1 . 1}i W Wha inek 1 Is[benusctl ,rnm Wxd pl cof atre,tabe�avcd,a tta. wellan¢Il napro.,ded and m dotmk subm,hedf reppmvW. U W lh ltl ug al 1 b0! a h h: d DI 3o be J, 'all,lmn b,. lrto dW,(md duTau b dl p I U . T I nd IGy Wf 'n trenn i, q d ,1+ ii i f'f Abell betl l —, Ram to I.s p bl f - ing d lar .halm derd n .. pared Wntn yrcen wi Rl dsh'n,. fezAOrroou. xc 6i a aan law na 4n¢la Rmgvta dw n mn hrelcl0apnp. 3s as ara - 7 ItItl l� Damdl;dd ens shell bo aexmd d mniy by pmn n% f 1¢a4onor [b d Odd rxobunm[d� br ¢ nnoapxiahst. NOTE:IT64TRE DEVELYtPER 'SR &9POV9LRII;IFV TO!'llp'PrskW }�11'I Nl I.UMTftAr'T020NTREE CONSERVN. TfON n` � REQUNtEAfE:.NTN. 0WNEa SIGNATURE MATE) CONTRACT PURCHASER SICtIATURE . (DATE) ... 5/1f. raga l ot1 TREE CONSERVATION CHECKLIS C3 RE P " CHAMFER, TYP. a f ° 8 GGNG. WALL W/ /15 4 6ARS AT IZ"o.e., E.W. w 4 EQ. - EQ. r 5" AIR — ENTRAINED 66NG. FETAD, RE: PLAN ^� I S" AR— ENTRAINm GANG. SLAB 1 3/16" II/16" as a: RE- PLAN GLR. #5 BARS AT 12"o. c., E.W., rcP & f5 M. 3" iJ�v' s3 V Vii 1 I:I, T � s a TYPICAL NEW GRAVEL INFILTRATION AREA DETAIL C3 Not To Scale � H 1 JUSTIN M. SHIMP Y Lic. No. 45189 ` Ey b LUMINAIRE SCHEDULE rsnn m p (sh va:.sa�am MP:E .pc.. Description Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts NIA N / A Property Line + CLEAR HORIZONTAL 0.1 fc 0.0 fc N/A N/A South Side Building + A 2 G18- 4XL440CMPE GULLWING 140CMPE RATED FOR G18 -4XL- 16500 1.00 280 16500 LUMENS 140CMPE.ies ❑ B 5 107- WT- 60CMPE 100 LINE GULLWING SCONCE CLEAR HORIZTONAL WIDE THROW 60CMPE 107 -WT- 6900 1.00 60 RATED FOR 6900 60CMPE.IES LUMENS O CLEAR HORIZONTAL C 2 G18- 2XL- 140CMPE GULLWING 140CMPE RATED FOR G18 -2XL- 16500 1.00 140 13 16500 LUMENS I40CMPE.ies WBW- F-4 -TS -1- AXIS Wet Beam 4 Wall D 28 UNWE -1 Mount Canopy Light 1 Fluor. 32W 4'T8 WB- F -4-T8- 2900 1.00 39 - 12 - S3,13 - S4, & 3 - S5 Lies STATISTICS rsnn m p (sh va:.sa�am MP:E .pc.. Description Symbol Avg Max Mtn Max/Mm Avg /Min North Side Building + 1.1 fc 11.3 fe 0.0 fc NIA N / A Property Line + 0.0 to 0.1 fc 0.0 fc N/A N/A South Side Building + 2.5 fc 27.4 fc OA fc N/A N / A Nate: 1. Photometrics shown are per pole fixtures mounted at 15' and wall fixtures mounted at 12'. The double fixture poles located in the parking lot IA -1 & A -2) shall be mounted to a 36" concrete base with a 12' pole height. 2. Light pales and fixtures shall have a dark bronze aluminum finish. 3. Each outdoor luminare equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminare and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaries onto public roads and property in residential or rural areas zoning districts shall not exceed one -half footcandle. 4. Canopy fixtures and photometric values shown in the plan are only type S4 due to limited fixtures available in photometric software. T b y pe See table above for specific fixture catalog ordering number. Noces. III ... ring Co pa0 Elextranic I(ID System 100 Line Pa I of 3 107 Gullwing Sconce Till 1111, 6 Iql HIO 0 1 d �cea rro «dd ` - - -� ] n.nwna re, nva ed n. u,e nornv dawn gm p � on weh a nc� gsr: p ne r�I caw p mur:- h p n cm u®mssndwBWnWefA. PREFIX DISTRIBUTION Th WT WM<Thce c.,nrip,. -... ,yu ,aryen a cure Nrr pv.awmin.ow o] emao rer�genn Sconc, M0. aa�,.na„nbd�..�aA,awa�aaaam. WATTAGEANDVOLTAGE IACP+ -a * ace c - p ' s YcL Qlattlm¢tnY C ynl5a Nq* ISn Spa ion SIZ ]5] 590 60CMPE EI 3YI tl2 lip Ina 394 L l4 11P ldee - IlU Pf ' I I I � 111111 1111111 �N9 II �. • iiiii iI � v trna IDs4lteit(eu T ssuaa a i .. i cr SZ _- N IIII III III a aeo no r i,i �'�"""' IIIIIIII081 ilia. :I1: � .'o lip: • I , i i - '�^ i iiiii - I IR iI IIII k @ iN '�;a d,.p ,ds °�u I NII III II li it �*,MaR 0+dvud Iew1.e N . FM 11 1 1 11D uo liiiiN w.. b. B,eaaxs u�u ! ...... eLawe l.' dhb. Anor.,ac �mi npuLpa, a.. z4aTxp Qr.Qa,d.{uaa,..a,e a �Awd �e�na .., x - m. i.nvo. R.(a.e m&, mtvsa.ava.N: [voeawm nka�wp Gain aT 6orvrad =�z- mop }.v.]:o, ff li, ]99.ioG0 Ax PHILIPS /�1/� s arms rer ` a. ap a am a.nav CM G" ARDC♦/ WALL MOUNT x fn �s z ri s i OfEC NFPRMATION fl lea: Notes: MC SC, canopy y,l`p 's3��11, •DIMENSIONS - - - -- ' - - - -- -- - - - -�- rt'�Sh4�tE5M1s 46 _ - -- - - -- I • DERING < ODE >fXG]Mlpt �p L � MYMn � °m m de s) � - ax.Nrr, :emao. L7 Ballaar, & a rX Pacl<and Inceg, ued fonnol Dera Is and Ct zeam De: rp,�iatr Femming CO ,fttiz and Mdite ,Ior. Elite Ele-ic HIM Systems Gullwing Pagel of G.18Area Luminaires - arc.mto.,-V n by rc:nee p Eseaw odrne n :, p w r k omp ec re Gs .oz umn p d.fi asH pe.fmm. g :lemoa� P dcw fipartmmanco- ewAn ae(miwas %� d -.mvm arMavR�,•�wrn. r b rsa om m.hcauw ;{x romakN•[nan PREFIX MOUNTING DISTRIBUTION ts.. ruo'rps �m »I tm a .g m.ue "" `­­ Ty lxL Pe Lm�P Y Ds0 a @ti0° ]0 a� T, H=1 red lea.. nP m1 m. w9 Well 'Nouns Suda .1 dufy Pmomonve FrontR ­'p- WATTAGE VOLTAGE 11 141 111 z00 n] smn y pe< w„y Orr. ee.anm eb h �r=snu �ry a]000 �a,np aad AK ",alv. �De3R�afovo•K lamp PHILIP w M1' urc.wav GA �O ® p n R ® /I mtz ai v.mnnnm�s �mPravaencpm m. C® rsnn m p (sh va:.sa�am MP:E .pc.. M e . oI W M ognmcec�iN.m Ps IsoHPS b Hps ]z0xps Ww Prusum EnMUm epae:t v � a. ao-TU..xa.:9e rc .beoart ,a]a„ca.anN O. V✓m krrl tl.. r,H.role Rare : aPFRc Mem tsawntlLaugl so0 id•I,o(de m pnq 11 141 111 z00 n] smn y pe< w„y Orr. ee.anm eb h �r=snu �ry a]000 �a,np aad AK ",alv. �De3R�afovo•K lamp PHILIP w M1' urc.wav GA �O ® p n R ® /I mtz ai v.mnnnm�s �mPravaencpm m. C® 5 6:` .2 5.3 0.5 5 4G' - 1.4 0.4 - - -- - -- ° 1. ` S Z_ 2331 Seminole Lane o Ir + 2. 1. 0 FFE = 390.62 + . + t + 0. + 0 + 0.2 I V BFE = 376.16 U. + .6 + 0. + 0.5 j a .5 + 2 0 ° N + 0.1 + 0,2 9 � 0. n 0.1 Z ' + + + + + + + + + + + + + + B_5 + + + + ` + � + ).0 0 0.0 0.0 0.2 0.5 0.8 1.0 0.6 0.6 0.5 1. 1 1.6 3 /i" 1.3 0.1 0.0 0.1 0.2 X0.3 I b. 0.0 O 7 _ Z f + + + a + 0 + 2 0 ).0 + 0.0 + + 03 0.0 0.0 0.0 1.1 + + + + :4 2.8 2. 1� + ���1 " "�3 �5 2.5 .0 1. � 3. -}fi7 + + 0.1 a:0° ,0�.0 °_ � ��1 0.0 0.0 Q Q )0 1� 0.0 0.1 0. 1. 10.5 9 4 0. 12 1.0 0 .,0 /U aaE 0 0.0 0.0 g W t (L J ).0 0.0 + LIM + 0.1 + 0. + 1. + . + .4 i +1. 1. + 0 + 2 m + .1 + 0.1 +0.0 L, � Q A 1 Art N , Ir ).0 0 0 0. 0. 0.9 2.8 7.5 .6 1.7 1.0 1.1 2.8 6 .0 _ ' =� r - 0.0 m + \ + + + + + + 2FC + + + + 1 + + \`�+ ? J 0.0 0. 0 0.8 1.0 1.5 1.5 0.9 1.0 .0 0.9 1.4 1.4 0.2 Q �_ 0.5 FIC L� Date + 0.0 + 0.0 D °ham 3 +I .3 ' 0. 0.5 + �.3 + 0. 0.4 ❑ .3 + 0. 0.5 1 - s 05Z1 0 2013 Scale 0 1 p �" 1 -p a NT x0.1- x!6. 1 -x- x-LO y 0.0 0.0 0.0 0.0 0.0 0.0 0, =20 Sheet No. 20 0 20 40 so C4 OF 4 Scale: 1 " =20' y,C File No. VV 12.024 ` m p V ou m W � r Z N v � W w z M U Z I w d tl o 5 6:` .2 5.3 0.5 5 4G' - 1.4 0.4 - - -- - -- ° 1. ` S Z_ 2331 Seminole Lane o Ir + 2. 1. 0 FFE = 390.62 + . + t + 0. + 0 + 0.2 I V BFE = 376.16 U. + .6 + 0. + 0.5 j a .5 + 2 0 ° N + 0.1 + 0,2 9 � 0. n 0.1 Z ' + + + + + + + + + + + + + + B_5 + + + + ` + � + ).0 0 0.0 0.0 0.2 0.5 0.8 1.0 0.6 0.6 0.5 1. 1 1.6 3 /i" 1.3 0.1 0.0 0.1 0.2 X0.3 I b. 0.0 O 7 _ Z f + + + a + 0 + 2 0 ).0 + 0.0 + + 03 0.0 0.0 0.0 1.1 + + + + :4 2.8 2. 1� + ���1 " "�3 �5 2.5 .0 1. � 3. -}fi7 + + 0.1 a:0° ,0�.0 °_ � ��1 0.0 0.0 Q Q )0 1� 0.0 0.1 0. 1. 10.5 9 4 0. 12 1.0 0 .,0 /U aaE 0 0.0 0.0 g W t (L J ).0 0.0 + LIM + 0.1 + 0. + 1. + . + .4 i +1. 1. + 0 + 2 m + .1 + 0.1 +0.0 L, � Q A 1 Art N , Ir ).0 0 0 0. 0. 0.9 2.8 7.5 .6 1.7 1.0 1.1 2.8 6 .0 _ ' =� r - 0.0 m + \ + + + + + + 2FC + + + + 1 + + \`�+ ? J 0.0 0. 0 0.8 1.0 1.5 1.5 0.9 1.0 .0 0.9 1.4 1.4 0.2 Q �_ 0.5 FIC L� Date + 0.0 + 0.0 D °ham 3 +I .3 ' 0. 0.5 + �.3 + 0. 0.4 ❑ .3 + 0. 0.5 1 - s 05Z1 0 2013 Scale 0 1 p �" 1 -p a NT x0.1- x!6. 1 -x- x-LO y 0.0 0.0 0.0 0.0 0.0 0.0 0, =20 Sheet No. 20 0 20 40 so C4 OF 4 Scale: 1 " =20' y,C File No. VV 12.024