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HomeMy WebLinkAboutSDP200500093 Plan - Approved 2008-02-07Iftte ft 5288 Lj � c IR 1 OZ. T V N hk 22 32 R I no � 8 Albemarle County g GENERAL CONSTRUCTION NOTES OWNER /DEVELOPER; 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING CONNECTION P 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 Q REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS v w� F THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL ,r CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE P,O, BOX 447 N NOTED. � � 3. EROSION AND SILTATION CONTROL METHODS SHALL' BE PROVIDED IN ACCORDANCE WITH CROZET � , VIRGI NIA 22932 -0447 n J THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY � � J ^ 6 � CLEARING, GRADING OR OTHER CONSTRUCTION 434 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. OFFICE; (434) 823 -4778 FAX; - V 1 R G I N I A � ( ) 823 1851 I O n � U� � THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY s CONTACT; BILL MASSELLI w o , .. -• .: . OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. = Q 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE x OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S UH DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. U_ 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES - ARCHITECT; 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE LU (RCP) - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSRTY (29 CFR PART 1926). � - v� rr 1413 SACHEM PLACE SUITE #1 CHARLOTTESVILLE VIRGINIA z J WATER AND SEWER CONSTRUCTION NOTES OFFICE; (434) 978 -2000 FAX; (434) 978 -7438 � �� � I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE O AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE CONTACTS; RON BROWNFIELD PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. Or KELLY GILMOR E � CV CV i w p 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 EMAIL, keeneyarchitects@earthlink C\ APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL Re► g f w z UNDERGROUND LINES AND STRUCTURES AS NECESSARY. W 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND C # ' W Z SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE W 1 AUTHORITY ON JANUARY 15, 1998. W O X - � � O m N 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. Q O 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" LO U �tiU (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER APPROVALS MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - PLANNING/ZONING ATE 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE of ROADSIDE TITLE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT ALBEMARLE CO DEPT. OF COMMUNITY DEVELOPMENT - ENGINEERING DATE SHEET FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ''�� I la SHEET INDEX ' ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - pj DATE I ""IONS: 01 3 -13-06 PER COUNTY REVIEW ALBEM C . DEPT. OF COMMUNITY DEVELOPMENT -,tee a 4 ,o�S DATE T1 TITLE SHEET C M OF 10-2 U 10- 25-05, 10-31 -05, 10 11 -04-05 & 1 -11 -06 0 1 -PH1 PHASE 1 SITE PLAN 7 -14-06 PER COUNTY LETTER OF 6 -14-06 A MARIE CO. DEPT, OF FIRE RESCUE DATE C1 -PH2 PHASE 2 SITE PLAN 9-"-O6 PER COUNTY LETTER k" o C2 -PH2 PHASE 2 PARTIAL SITE PLAN of 9-20-06 CROZ U 3 0 RA(3 E 5155 THRIF=[F= NOTCH ID ROADD ALBEMARLE COUNTY SERVICE AUTHORITY DATE P1 PHOTOMETRIC PLAN DATE ISSUED: DATE PRINTED: VIRGINIA DEPARTMENT OF TRANSPORTATION DATE f65 II/'2.Q/067 DRAWN BY: CHECKED BY- VIRGINIA HEALTH DEPARTMENT DATE KJG PROJECT NO 05 4 � T U 1 nF 5 SNiTTc N. \ I I 1 I 1 ^ o V r f I 1 I I 1 SUMMARY BUONG / AREA SF ► I \ A EXIST 9'f / PARKING \ I 1 \ TMP 56E -1 4,Mf / 0 C EXIST I 1 \ MARTHA JEFFERS HOSPITAL D EXIST 9't 2.300E D.B. 1551 P. 235 E EXIST 9't 2,400E STORAGE D.B. 1538 P. 245 PLA / 3,7601 T 3 THERE WILL BE NO OTHER ACCE55MY ZONING LI 1 oFfICE ER UTILITY AREAS STRUCTURES OR OTHER S � o� 22,4001 Q CID m �aU VISIBLE FROM THE ROUTE 240 ENTRANCE Lo 1 G NEW 13 \ CORRIDOR. STORAGE \ I / Q \ TOTAL EXIST RD( A.AIlRA 'SIIAMMROCK' 13,5501 V Ir NI 4 I \\ I I _,sJ \ ki I i I r / / r r I I I I I / 01-PH2 SCALE: N.T.S. BUILDING SUMMARY BUONG HEIGHT AREA SF USE A EXIST 9'f 34M STORAGE B EXIST 9'f 4,Mf STORAGE C EXIST 9't 4,4101 STORAGE D EXIST 9't 2.300E STORAGE E EXIST 9't 2,400E STORAGE F EXIST 20'1 3,7601 WI#.SL/ OFFICE/ STOR EXIST OFFICE 10't 1 oFfICE TOTAL EXIST S � o� 22,4001 N U CID m �aU U Lo Swm G NEW 13 5,560E STORAGE H NEW 13'f ao00f STORAGE/ *lLSL TOTAL EXIST RD( A.AIlRA 'SIIAMMROCK' 13,5501 NOTES: 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRACTORS OPTION. 2. SCHEDULE INCLUDES PLANTS FROM PREVIOUS SITE PLAN AND NEW PLANTS UNDER THI5 51TE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREVIOUS SITE PLAN. 3. EXISTING PLANTS INDICATED IN SCHEDULE AND PLAN !MERE APPROVED 10 -16 -04 AND 5 -3 -04 BY THE COUNTY OF ALBEMARLE AS A REVISION. / / / '`� / / I / / 1 / PLUMBING FIXTURE COUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK 1 1 2 HOSE BIBB 1 1 2 PLANT SCHEDULE SEE NOW NM 2 QTY SYM. OTY BOTANICAL NAME COMMON NAME REMARKS / ,BEES 3 CC 6 CERCIS CANADEISIS 'FOREST PANSEY TORIESST PANSEY REDBUD J .-. AR 10 ACER RUMI M RED MAPLE SEE NOTE NO. 1 Lai IA 13 ILEX ATIENUATA VOSIEN FOSTER HOLLY OR WHITE PNE, LEVLW CYPRESS OR RED CEDAR / TIC 2 TRUA COROATA LITTLE LEAF LINDEN / 11/2 0/06 S � o� / N U CID m �aU U Lo Swm PROJECT NO: AG 13 ABEUr1 4111ANI)IFLORA CLOW AMM SEE NOTE NO. 1 3 OF 5 SHEETS IG 10 RD( A.AIlRA 'SIIAMMROCK' SHAMROCK N(BERRY NOTES: 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRACTORS OPTION. 2. SCHEDULE INCLUDES PLANTS FROM PREVIOUS SITE PLAN AND NEW PLANTS UNDER THI5 51TE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREVIOUS SITE PLAN. 3. EXISTING PLANTS INDICATED IN SCHEDULE AND PLAN !MERE APPROVED 10 -16 -04 AND 5 -3 -04 BY THE COUNTY OF ALBEMARLE AS A REVISION. / / / '`� / / I / / 1 / PLUMBING FIXTURE COUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK 1 1 2 HOSE BIBB 1 1 2 SYML QTY BOTAMCAL NAME COMMON NAME REMARKS W TREES / AR 3 AM WM RED MAPLE 2-11 CALIPER MMMIAI J 7 -14-06 SHRUBS WQ AG 5 MELIA CIRAIDFLORA I GLO6SY MELIA 24 - /3 CONT. I M NOTES: 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRACTORS OPTION. 2. SCHEDULE INCLUDES PLANTS FROM PREVIOUS SITE PLAN AND NEW PLANTS UNDER THI5 51TE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREVIOUS SITE PLAN. 3. EXISTING PLANTS INDICATED IN SCHEDULE AND PLAN !MERE APPROVED 10 -16 -04 AND 5 -3 -04 BY THE COUNTY OF ALBEMARLE AS A REVISION. / / / '`� / / I / / 1 / PLUMBING FIXTURE COUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK 1 1 2 HOSE BIBB 1 1 2 NOTES: I. SURVEY AND TOPOGRAPHY PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR INC. DATED JULY 10 2002 IN ASSOCIATION WITH JONES E JONES ASSOCIATES ARCHITECTS AND LAND PLANNING 4 DESIGN ASSOCIATES, INC. 2. FLOOR AREA RATIO- 34,c170 /3.927 ACRES (171, 060.1 SF) = 0.20 MAXIMUM= 0.70 LAND COVERAGE= 0.20 MAXIMUM= 0.50 3. NUMBER OF EMPLOYEES: 5 MAXIMUM SCALE: 1" = 30' AMMAN M. KiMIr Na • • IT f. .f • • • fl Y f n " I • n � • iT • � n • NJ O QQp `i.✓J LU l = UL 0 $0 w 0 Q 0 8 -12 -05 F 10 -17 -05 / W COMMENTS OF 10 -5-05 / PER COUNTY REVIEW / Z / J 7 -14-06 5 WQ OF 6 -14-06 o g If cr cc) L1J N 8-9-06 Q C4 Co / / z / Z z / 11/2 0/06 S � o� / N U CID m �aU U Lo �. NOTES: I. SURVEY AND TOPOGRAPHY PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR INC. DATED JULY 10 2002 IN ASSOCIATION WITH JONES E JONES ASSOCIATES ARCHITECTS AND LAND PLANNING 4 DESIGN ASSOCIATES, INC. 2. FLOOR AREA RATIO- 34,c170 /3.927 ACRES (171, 060.1 SF) = 0.20 MAXIMUM= 0.70 LAND COVERAGE= 0.20 MAXIMUM= 0.50 3. NUMBER OF EMPLOYEES: 5 MAXIMUM SCALE: 1" = 30' AMMAN M. KiMIr Na • • IT f. .f • • • fl Y f n " I • n � • iT • � n • NJ O QQp `i.✓J LU l = UL 0 $0 w 0 Q 0 8 -12 -05 F 10 -17 -05 Z W COMMENTS OF 10 -5-05 3 -13-06 PER COUNTY REVIEW Z 10- 25-05, 10- 31 -05, J 7 -14-06 5 WQ OF 6 -14-06 o g PER COUNTY REVIEW cr cc) L1J N 8-9-06 Q C4 Co W0Z / z N Z z O 11/2 0/06 S � o� DRAWN BY: N U CID m �aU U Lo �. PHASE 2 SITE PLAN REVISIONS: 8 -12 -05 10 -17 -05 PER COUNTY REVIEW COMMENTS OF 10 -5-05 3 -13-06 PER COUNTY REVIEW COMMENTS OF 10- 21 -05, 10- 25-05, 10- 31 -05, 11 -04-05 & 1 -11 -06 7 -14-06 PER COUNTY LETTER OF 6 -14-06 7 -25-06 PER COUNTY REVIEW COMMENTS AND PHASING 8-9-06 PER COUNTY COMMENTS 9 -29 -06 PER COUNTY LETTER / OF 9 -20-06 DATE ISSUED: DATE PRINTED: 916190- 11/2 0/06 — DRAWN BY: CHECKED BY: KJG �. PROJECT NO: 0514 kplc=Pn2 3 OF 5 SHEETS - - - - - - - —TLT S \ ` TMR 5DE -1 - \ MARTHA- FFERSON HOSPITAL \ D.B. 1551 P. 235 D.B. 15381 P. 245 PLAT ZONING Ll N. \ \ \ I A ti ' / '�`' —_ —_ —P \ \\\ — — — — -7 Z —_� — � --------- - - -_ —_ I I I --- r - --I - / \ �- _- - ' f a 4 =yn.M #A T yn. _ • — _ _ _ _ _ _ — = _ _ — — _ _— _ —_ —___ — - - - - - - - - -- \ \ / / (Em ( ? - ( I I (E �) 1 - - - - - -- - '— - I I . ( I) Alt ( 2 / 1 \ \I I f f f 3 � a N' £ IL+ ` — — — — — — — - — — - — - — — ► ( I / / \ \ I' ( — ,� M aw / G UIL 1NG r-A �(« (2) rn \ ( /7 (NYR (s) \ (� \ u — g 1 1 I EX - -�- - _ \ / / / / ZONING 3' EXISTING -629— - / — — — — — -_ _ _ _ - # / / PARCEL *r I I 1 " / / WHOLESALE/ I _ — — 3�— - / / / / _ /\ TMP 56- _ I 11U�► (s) i / OFFICE/ / Ail — \ \ \ \ \ , _ — \ dfi I . I \ �� ( u� aF �,,.L;; 1 1NC - - - - _ _ _ �-- _ �i - STORAGE N. `"fig, `I HO P. 334 I f I I ' V I I WV (2) w I r 1 P. 166 PLAT ---------- J O . \ \� I I ` ' .,,• Aw,es 0 / I � I � � I — XI TI waft 13 T O" of 1 (FAA (11,) I ELI U&28 \ \ . OPIIQII 1 ST RA 5u I om / OIGM TE LOCATIOI� A i 0 44 I 1 \ \ i \\ , -, \ I I ( �' : O : ,` - • ... I I I ' - - - Aso- - - - IIE�O°Mlf� '' __ - j - _ - �� ,� L / / / / • / 1 \ \ \ I I 1 \ � 'I h .... • • >f1T. . ► I . / � , /, / / gy EXISTING TI DRIP LINE PLASTIC FENCING /-DRIP LINE STORMWATER MANAGEMENT NOTES: SEE SEPARATE HYDROLOGIC/ HYDRAULIC CALCULATIONS AND DRAINAGE AREA MAP SHEET DAL BY RIVANNA ENGINEERING t SURVEYING,PLC DATED MARCH b, 2006. NOTES: I. TREE PROTECTION FENCING SHALL REMAIN THROUGHOUT THE CONSTRUCTION PROCESS. 2. INSTALL 40 INCH HIGH 'INTERNATIONAL ORANGE" PLASTIC (POLYETHYLENE) WEB FENCING SECURED TO COVENTIONAL METAL "T' OR "U' POSTS, DRIVEN TO A MINIMUM DEPTH OF 15 INCHES ON 6 FOOT MINIMUM CENTERS. 3. FENCE SHALL BE INSTALLED ALONG THE DRIP LINE. 4. IF FENCING CANNOT BE INSTALLED AT THE DRIP LINE, INSTALL FENCING AS FAR AWAY FROM TRUNK AS POSSIBLE AND STILL ALLOW CONSTRUCTION ACTIVITY. 5. SEE SHEET C2 -PH2 FOR THE COUNTY OF ALBEMARLE CONSERVATION PLAN CHECKLIST. TREE PROTECTION DETAIL / 7 1 1 1 -- 1 1 \ \ I 200 1 \ (906,0) ' / / 1 1 \ \ \ ••,• I / ��'- ( • \ I N E3 / / / I r 1 EXISTI ST RA E [) ••• �\ / - -• + \ - t - - - - O TN � i M�dVED,r!•01 1 THE MINTY cr 1 • / \ OQ1D TIlQ M 2�CI / !EE 2lp '6 � _ _ _ - - / / ► 1 1 e'as'"r° wo9of f1 �, I ' �- - - - - - - - = - — M ' (90c a) - - / y .. STI 630 Ml ... ` -' / / / i �//� / 1 / / / , TMP BARRY AND / ,'/ 6':A'' � - -- ---- - - - - -- e �� / / �. ► — — - - -- PIE, JEFFREY L. EASTER D.B. 1195 P. 258 D.B. 190 P. 506 PLAT / / LOTS 1� AND 15 ZONINIG LI 1 I f / / I ' PHASE 2 SITE PLAN / / / 7 1 1 1 -- 1 1 \ \ I 200 1 \ (906,0) ' / / 1 1 \ \ \ ••,• I / ��'- ( • \ I N E3 / / / I r 1 EXISTI ST RA E [) ••• �\ / - -• + \ - t - - - - O TN � i M�dVED,r!•01 1 THE MINTY cr 1 • / \ OQ1D TIlQ M 2�CI / !EE 2lp '6 � _ _ _ - - / / ► 1 1 e'as'"r° wo9of f1 �, I ' �- - - - - - - - = - — M ' (90c a) - - / y .. STI 630 Ml ... ` -' / / / i �//� / 1 / / / , TMP BARRY AND / ,'/ 6':A'' � - -- ---- - - - - -- e �� / / �. ► — — - - -- PIE, JEFFREY L. EASTER D.B. 1195 P. 258 D.B. 190 P. 506 PLAT / / LOTS 1� AND 15 ZONINIG LI 1 I f / / I ' PHASE 2 SITE PLAN County of ARmnarle Conservation Plan Checklist - To be pbmmd on Landscape Plans (Handbook pp E11484-111-297 for comepkile spedfkadous) I The IbMwIma llemIm shall be shins on the ob& ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trending or tunneling beyond the limits of clearing. 2. ❑ All trees to be saved shmil be marked with print or ribbon at height clearly visible to equipment operston. ❑ No grading shall begin until the tree marking has been inspected and approved by a County hapector. 3. ❑ Tres preservation and protection nwasum shall be reviewed with the contractor on sit-. 4, _Q11KIlIdELMII& ❑ Heavy equipment, vehicular traffic and storage of construction nuftnals mchxhng soil "I not be permitted within the dnphax of trees 10 be saved. 5. SON Ennion md Stormawalor Detention Drvkm ❑ Such devices shall not adversely affect bm to be saved. 6. zh3h ❑ Fifes we not permitted within 100 fed of the dripfiric of bm to be saved. 7. Toxic Ulljoilk ❑ Toxientatmisla shall not be stored within ioo feet of the dripiwoof trees tDbcsaved ftAKthy Fawkw ❑ Tiom to be retained within 40 fixg of a proposed building or grading activity shall be prrrbecled by fencing. L) Fencing shall bom Owe and shall be inspected and approved by &County Inspector prior tograding or construction. 9. TrusWells: ❑ When the ground level must be raised within the chipline of tree to be saved, a tree well dM be provided and a construction deted subrnitiod for approval. I& Tree Waft ❑ When the ground level must be lowered within the driom a um to be saved, a tree wall doll be provided; and a construction dcftd submitted for approval. ❑ When trenching is required within the limits ofoleariM it dW] be done as far away from the uwdm of trees as possible. Tunneling under a large tree W" be oormidered as an alternative when it is anticipated that necessary ftmhmg will do" feeder mots. 12. Clsimmmo: ❑ Protective fencing shall be the last items removed during the finel cleanup. ❑ DwnWd km shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTR- ff IS THZ DEVELOPER'S RRSPOI[TY To CONFER WITH THR CONTRACTOR ON TREK CONSERVATION RzotmikitmKilcm CONTRACT PURCHASER SIGNATURE (DATE) New Trash rack manufactured by Ptastic Solutions Inc. 540-722-4694 Crest Eiev = 62U 12' OrIf Ice Inv=623.8 Existing 4'0 :rete Standpipe Concrete Base Top of rlser ExIsting 15' HDPE ,--Inv = 623.7 EXISTING OUTLET STRUCTURE SCALE: N.T.S. //007 PmN M. KUM III Sm TM 56E-1 MARTHA JEF_FE�RSO HOSPITAL D.B. 1551 P. 235 D.B. 1538 P. 245 PLAT ZONING LI // j FUTURE CONNECTING GOAD— LOCATION 0 APPDXIMATE—THE AREA SHOWN HEREIN 0 IS HEREBY RESERVED FOR FUTURE CONNECTIONS TO TMR 56E-1 (EAST) & SEE C�--,,PI­12 FOR EXTENT TMP 56-86 (WEST). � — � � OF NEW PAVING 1 11 0 ' — + IF / k P 3 NEW 9'x18' $75 I E PARKING t OiJNE\ 23.89' SPACE 04 OHE I ------ V%At%- — PRECA5- PARKING BUMPER 91F- - V` (0 / / �,�� - � _ P ` � x,.514'' .}^ r' • 1'.. >.. :}.'::: ~: �.•` ••. �ko IF rul tj TING DRAIN I FIELD - nON & SOZE ATE LOCA Z . r� 0/ W SANITARY SEWER EASEMENT RIM .4ft kt W, IV I 002 on, 121 11 Fur !I 0 fit 15'R (0 EXIST STORM WA" SWALE EXISTING -DEMO LANDSCAPE AREA FOR NEW WHOLESALE/ 20 DRIVE OFFICE/ N. 628.0 STORAGE 45#± MATCH EXISTING 3 I NEW 9'x2O* PARKING SPACES W I EXISTING I AC UNIT I 0 1 X '0 LU M uj U OD ��i�c�a�o 5; 0 rn go 0 � 0 U_ E C14 W 5P / 100 , E41STING 20' WIDE W TFERLINE EASEMENT S TREE TYP. A ROX All -------- r EXISTING U.�. to o EXI T LI T P _j t ELECTRICAL E ELECTRIC E E E - ------- - .... EXISTING 7 EXISTING 10'x20# 31 PARK WATER • PARKING 4 .. EXI TING G SPACES & SIqtWALK RELOCATED LIGHT POLE APPROX LOCATION EXIST EXISTING LANDSCAPE AREA EXISTING & VATER TER EXISTING 0 EXISTING W WA ........ METER ROAD— SEE NOTE AB EDGE �/ / � ,i . • — :.�._ .:�- ` e t a .' � � � � WO90LINE FUTURE CONNECTING OVE EXISTING ASPHALT DRIVE PAVEMENT LL LU t o 0 C:) A5 Cl: C\j C/D Cf) \f XIST LANDSCAPE Alt A LP OHE N Cr 04 DEMO LANDSGAPE'-A9tA LP OHE A 0 — A — — — — — LF N, — LU cr 10 DEMO TREE SALVAGE & REPLANT NOTE: NEW PAVING AT NEW,,SkWER 0 Z Z LLJ 0 AT CONTRACTOR'S OPTION EASEMENT SHALL BE DELKYED UNTIL N. a E XISTING z cr_ m CONSTRUCTION OF SE)WIk LINE. FIRE r W 5; W .00, NEW 6 THICK NEW 6' HIGH WOOD HYDRANT r 0 CC - w 15 CR 0- F_ N CfD b We 0 -coNC DUMPSTER - 5 EEN-F4ME­ON, CC � 0 co PAD 3 SIDES C52 A U U) Z.5 :2 d: Z-5 MAINTAIN CROSS SLOPE OR CROWN AS REQUIRED. PARKING SPACE CHART TORM WATER 3/4" 2 3 Q.ELEI 11 :;!�I BASIN SELF STORAGE OFFICE 1 PER EMPLOYEE + I PER CUSTOMER M X1 1 WHOLESALE & RETAIL TIRES 1 PER EMP OYEE + 2 PER STALL (10 + 20) 9 9 ADDITIONAL - 4 TOTAL 13 !I 0 fit 15'R (0 EXIST STORM WA" SWALE EXISTING -DEMO LANDSCAPE AREA FOR NEW WHOLESALE/ 20 DRIVE OFFICE/ N. 628.0 STORAGE 45#± MATCH EXISTING 3 I NEW 9'x2O* PARKING SPACES W I EXISTING I AC UNIT I 0 1 X '0 LU M uj U OD ��i�c�a�o 5; 0 rn go 0 � 0 U_ E C14 W 5P / 100 , E41STING 20' WIDE W TFERLINE EASEMENT S TREE TYP. A ROX All -------- r EXISTING U.�. to o EXI T LI T P _j t ELECTRICAL E ELECTRIC E E E - ------- - .... EXISTING 7 EXISTING 10'x20# 31 PARK WATER • PARKING 4 .. EXI TING G SPACES & SIqtWALK RELOCATED LIGHT POLE APPROX LOCATION EXIST EXISTING LANDSCAPE AREA EXISTING & VATER TER EXISTING 0 EXISTING W WA ........ METER ROAD— SEE NOTE AB EDGE �/ / � ,i . • — :.�._ .:�- ` e t a .' � � � � WO90LINE FUTURE CONNECTING OVE EXISTING ASPHALT DRIVE PAVEMENT LL LU t o 0 C:) A5 Cl: C\j C/D Cf) \f XIST LANDSCAPE Alt A LP OHE N Cr 04 DEMO LANDSGAPE'-A9tA LP OHE A 0 — A — — — — — LF N, — LU cr 10 DEMO TREE SALVAGE & REPLANT NOTE: NEW PAVING AT NEW,,SkWER 0 Z Z LLJ 0 AT CONTRACTOR'S OPTION EASEMENT SHALL BE DELKYED UNTIL N. a E XISTING z cr_ m CONSTRUCTION OF SE)WIk LINE. FIRE r W 5; W .00, NEW 6 THICK NEW 6' HIGH WOOD HYDRANT r 0 CC - w 15 CR 0- F_ N CfD b We 0 -coNC DUMPSTER - 5 EEN-F4ME­ON, CC � 0 co PAD 3 SIDES C52 A U U) Z.5 :2 d: Z-5 MAINTAIN CROSS SLOPE OR CROWN AS REQUIRED. PARKING SPACE CHART REQUIRED PROVIDED CONTRACTOR'S OFFICE 1 PER EMPLOYEE ON SITE. 3 3 SELF STORAGE OFFICE 1 PER EMPLOYEE + I PER CUSTOMER 1 1 WHOLESALE & RETAIL TIRES 1 PER EMP OYEE + 2 PER STALL (10 + 20) 9 9 ADDITIONAL - 4 TOTAL 13 17 NG ES: I. THE - )ELF STORAGE EMPOYEES AND THE TIRE EMPOLYEES ARE ARE Tr4E SAME EMPLOYEES, THEREFORE, THEY ARE SHOWN IN ONE LOCATION - AT THE TIRES. 2. PARKING REQUIREMENTS DETERMINED BY THE ZONING ADMINISTRATOR. *NOTE: REFER TO THE 'VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR ASPHALT DENSITY AND INSTALLATION PROCEDURES. ASPHALT PAVING 2 SM-9.5A 6" 21—A BASE COURSE COMPACT SUBGRADE TO 95X MAX. DRY DENSITY PER ASTM D-698 TYPICAL ASPHALT PAVING SCALE: N.T.S. LEGEND INDICATES NEW ASPHALT — MATCH EXISTING ELEVATIONS UNLESS OTHERWISE INDICATED OR REQUIRED. SEE 2/C2 INDICATES NEW GRASS LANDSCAPING INDICATES VEHICLE DIRECTION EXISTING CONTOURS PROPOSED CONTOURS • NEW SPOT ELEVATION — VERIFY WITH EXISTING CONDITIONS. NOTES: I. SEE SHEET CI-PH2 FOR LANDSCAPING 2. TWO NEW DIRECTIONAL SIGNS PHASE 2 PARTIAL SITE PLAN SCALE: 1 " = 20' PHASE 2 PARTIAL SITE PLAN REVISIONS: 9-12-05 10-17-05 PER COUNTY REVIEW COMMENTS OF 10-5-05 3-13-06 PER COUNTY REVIEW COMMENTS OF 10-21-05, 10-25-05. 10-31-05, 11-04-05 & 1-11-06 7-14-06 PER COUNTY LETTER OF 6-14-06 8-9-06 PER COUNTY COMMENTS 9-29-06 PER COUNTY LETTER OF 9-20-06 PATE ISSUED: DATE PRINTED: �� DRAWN BY- CHECKED BY- KJG PROJECT NO 0514 C2 =p H 4 OF 5 SH TIS } s i Wv LUMINAIRE SCHEDULE 14A050- Doeor Lion Symbol Avg Max Min Max/Min Avo%' In CROZET STORAGE + 1.0 k 10.6 tc 0.0 tic N/A N / A PROPERTY LINE Symbol Label Qty Cab** Number Des xWm Lamp FIe Lumens LLF Walls EG- ETCH W GLASS G 2005 1T4t (1) Tat.8w CAMEO CWP1- PG- PRISMATIC GLASS 1- 7OW MH, CLEAR 71.0 CWP1 - 2 AL47Ef OIti7IM6tII10N fC4 44/oac A 12 70MM CUTOFF CWP ED28, VBU CWP- 5500 1.00 75 El CWP1 CWP2 Y..." .. PG •W.•••••• WALL PACK Iwo Lwepoww"we 175MH.ES N04FSTANDAND COLOR • ANDRg100NMOI win Of 4EQUALOWAOL AO "MU AMAoDw 0.0 LITHONIA KAD AREA LIGHT WITH HIGH ONE 1754VATT CLEAR P+NSIL 0-100 in" Cbmwwm cow was" is a ctwocm fexnitrwalltfr�eldaso NJVS LU _tTWAL ; W�,AMM ❑ S-EX 2 175M SR3 PERFORMANCE SR3 BT-28 METAL HALIDE, N"I.ine 12000 1.00 213 ■ Ofee1N.R1.11d bla0�leaffrt Jl rea+ttr. a MOUNTED ON 20• OPTICS, CLEAR FLAT HORIZONTAL POSITION. >� 1106 CLEAR S"al OLAft SSS POLE- GLASS. �TA1a� 6l�OIOMTtON M son Op p n, 1T41 (l) TJ2w ow EXISTING N1etw1 w TWK C Nellier d Law41s ,. LITHONIA KAD Haw ONE 175 -WATT CLEAR eels low MPS Ws VWLww[ 15000 13 C-EX 2 1750 R2 DIE CAST SHOEBOX BT 28 METAL HALIDE, 93091404.1ES 13400 1.00 213 e f.7f MOUNTED ON 20' asasst HORIZONTAL POSITION. 1.09 10140 wow MH an SSS POLE - 1.00 �Nd"w. , EXISTING lurreenenwaw MIR LIGHTWAY WPXS- RECTANGULAR TeANSIM D 2 6- 1-M07o CUTOFF SECURITY 70 WATT MH WPXS -6.1- 4700 1.00 88 e WALL PACK DKS DIFFUSER FOR SO70.1ss 1nflrareMA10- a s>• 'DARK SKY NO UP LIGHT' �� - �o :flll �h a, ti ti 0 o± W .o C-7 0 .0 'E �. .o to 1 0.0 to b.1 .o J .0 D RAM r b -0 DB462 P.451 to to to to to to to to to to to to to to b.o T to b.o to b.o to 1 0.0 to to Oft to to to to b.1 to to to o to to to to to to to to to to to to b.1 .o to to b.o b. b. b. to to b.o to M=dFb 4 EX� woW .o .0 to .o b.1 1 b.1 N b.o .o .o b. .1 b UP vrrH . MET" b.o b.0 4 0.0 b. .1 .4 MATIM .$ to to .1 62M EUSTINO to to to b.o .1 br 5 TYPICAL E LO a SM "O to b. b .1 .2 ONLOCA to to b.1 to to to to b.2 3 EXISTING 20' VIDE VG+ VATERLDNE EASEMENT to to b. T .4 b.0 to to b.1.. -w DQSTIM SURFACE SCHEDULE Reflsda,oes Name Fink Bade OFFRXT WORK BUILDING NEW BUILDING G 10% 10% NEW BUILDING H 10% 10% STATISTICS 14A050- Doeor Lion Symbol Avg Max Min Max/Min Avo%' In CROZET STORAGE + 1.0 k 10.6 tc 0.0 tic N/A N / A PROPERTY LINE + O.O k 0.4 b 0.0 b N/A N/A NOTE: ALL FIXTURES MEET THE IDA DARK SKY CRITERIA FOR FULL CUTOFF ALL FOOTCADLE LEVELS ARE CALCULATED AT INITIAL USING A LLF OF 1.00 AND ARE MEASURED AT GRADE. ALL THE EXISTING STORAGE BUILDING WALL PACKS ARE EXISTING AND MOTIFIED FOR DARK SKIES FULL CUTOFF PER APPROVAL LETTER OF SEPTEMBER 16, 2004. TYPES w BMX' AND "C-EX . ARE EXISTING POLE MOUNTED CUTOFF SHOE BOX FIXTURE FINISH: DARK OR MEDK)M BRONZE TO MATCH EXISTING. M DnTDIG OHE TO X REMOVED NOTE NEV U.6. ELEC. TO NEV 91/LDINB! TO 71E IIETER1010 ® DaSTRO STORM WATER MANHOLE to to to to to - . .o b. b.o b .o b.o b.o b. b. b. •14 NEW STORAGE BUILDING 13 O 3.5 �.5 .7 .9 '4.5 1 2 4 7 * . 2 1 2.2 1 1.4 1 1.9 1 4.4 1 2. Uri 2. ;,1'l.I 1 2.6 1 4.6 15 NEW STORAGE BUILDING 16 O �o •%k 2 5-8 .9 'Z.9 4 `Z.".2 G 3.1 3.9 3 .2 a 'to '1 ��� �.,. , II� fK�- .0 WATER 3/40 s basin to to b Elm Sl �a 1 b.1 to 0 75b. EXISTING 1 OFFICE/ WORK .1 BUILDING O V X 1.5 .4 1.3 o b.2 .55 b.3 b.2Wb.2 b.3 b.2 b .2 b.2 b .1ct1 1 ti b 1 vtjrxgsT ELEm U.G 2.56, VOOwD AWA .o .0 r cl BARRY N. EASTER AND JEFFREY L. EASTER CAMMo .a _.dw nawrra 11. w woe .�; 14A050- )ass► 981.40" A M E Model FAX tags) 90-SM on Lampli O CWPI & 2 CWP1 di 2 CWP' -2 OPTICS WATTAGE BALLAST VOLT COLOR OPTIONS Op"Is AL -REF C 1000 C MH (3 120 II 09Z ❑ CG ACCESNiOR1E3 Q )75m. O HIPS O 240 C EG 0�30 TWA C 400114 O PL 0277 D PG CG - CLEAR GLASS u 1 SOS O MT EG- ETCH W GLASS G 2005 1T4t (1) Tat.8w l 3OW PG- PRISMATIC GLASS OR4)ERw4a* C MOS 71.0 CWP1 - 2 AL47Ef OIti7IM6tII10N fC4 44/oac ftrw "blow am "1 *4v4 r I 1r - I :teF: n 1 a� s 1r aatMS %� "• ` FULL CUTOFF .VALL PACK ' f wo sett:va4e soss pow "A CWP1 CWP2 Y..." .. PG •W.•••••• Joe Iwo Lwepoww"we 1 N04FSTANDAND COLOR • ANDRg100NMOI win Of 4EQUALOWAOL AO "MU AMAoDw 0.0 J , .ae••1.ewac>t.:+.ae.:= MEETS DARK SKY REQUIREMENTS SPECIFIC-kTION'S: P+NSIL 0-100 in" Cbmwwm cow was" is a ctwocm fexnitrwalltfr�eldaso NJVS LU _tTWAL ; W�,AMM 'h. C"-' b 1 it. ynriKlurd a.Pas.: n -WF a YFF :.w sAa,wtatwrer s r'0-" cwlana ana 0-40000 w xlgeeo fisrae nsoe e1 hie Sxwts w. , 4ecw►T w ►1agW aadri7 cr ow aft w Gr vl,ewes a uI . - .rwwn conot.on m sam - dale 4v ?wlea. bud w,M, akwom na'a char. TES -efts sa,0. sw,Mlslte s.wer a :n. 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P4 - : F' PAL= 9/42 TO PHOTO WD -X , j SACK T C MA:N NOE.t . .2 %4jMST LANDSCAPE AREA vUIEMO LNOSCNE AREA vUXMO TRIX $&VAN a REPLANT AT CONTRACTOR'S OPTION CAM EO LIGH"IING cwv�as -,.mac LIP Lightwa Wall Pack - Mull Series Ej C�7 WPX" Cot" H84M -51fP' H*ft - WkRh -10 V4' Wk1r1 -16.2W Dfpa1- a 12• Dapf, - 10 W WPXSa- 14A050- Zt- CSP -21 Model VoNapf Lampli O Kelvin Fd*m Diffuser Op"Is CKkw4 u 11pt77v ,ne (1) Taw. esc 0�30 TWA 13 ISO 1111eeitle 0000 OF 6 -7 -05 tales 1T4t (1) Tat.8w l 3OW 3940 4017.4 71.0 w 1 OIti7IM6tII10N fC4 44/oac Pw wmtl~ 0040 179" 12.0 US Umob laCM"No. taN►1 ,79110 pow "A fag 7000.0 me Iwo Lwepoww"we 1 win Of OA 0.0 noW NK CLW EM vsu 0-100 in" SI loco tat ec"I Aft 17M alto 7ew 0-N N NRi1L SP9M LMI9ti9iEKMALUM >� 1106 CLEAR S"al OLAft WPXff �TA1a� 6l�OIOMTtON M son Op p n, 1T41 (l) TJ2w ow N1etw1 w TWK C Nellier d Law41s t ufftrvw Haw eels low MPS Ws VWLww[ 15000 Welt 1.10 0000 aow 101 Y1piMVf1 305 Leave f.7f asasst Paanr. 1.09 10140 wow MH an lAMSe0nt 1.00 �Nd"w. , lurreenenwaw MIR TeANSIM TRFatafrs: Nflnf.wAs,yfe uIrMN0E9111■111R1► POLAR PLOT 1nflrareMA10- a s>• �� - �o o sn • o� © 46 770.7 OA © 95 4175.0 0-A 4764A ab 79 nos fA 10 ' s 9900 AwwplraawaealeMse'1 o.f ' VAM v.+ - iwrraa�srswAarwrwaeft♦r. 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Two years plod,sd ww,ralM1, a ww" of @wok PewYwea -UL S old C Send wet \ Iocaea, Dwkft apibn 0 l efdy J O�Mliple N0- 3t� t co it z tog � S �� X y r W� j OD �J = � v U $ ;t L Uj o � z z Wg o � cV W CN cm F- < g Z M Z Z cc N w 0 cr 5 z5 W jE N Uo m N � w Qo� Ln => a U V PHOTOMETRIC II PUN OF 9 -20-06 DATE ISSUED: DATE PRINTED: 10/17/05 PHOTOMETRIC LAN DRAWN BY: CHECKED BY: K� SCALE: 1" = 20' PROJECT NO: REVISIONS: 3 -13-06 PER COUNTY REMEW COMMENTS OF 10- 21 -OS, 10- 25-06, 10- 31 -OS, 11 -04-05 A 1 -11 -06 7 -14-06 PER COUNTY LETTER OF 6 -14-06 6-9-06 PER COUNTY LETTER OF 6 -7 -05 9 -29-06 PER COUNTY LETTER OF 9 -20-06 DATE ISSUED: DATE PRINTED: 10/17/05 PHOTOMETRIC LAN DRAWN BY: CHECKED BY: K� SCALE: 1" = 20' PROJECT NO: