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SDP200600084 Plan - Other (not approved) 2008-01-03
3" CLR L I 2'-6" MIN 1'-O" . 2" CLR w n r- 20 70 .35Hw FOR Hw ) V -O" • � mo I 00 n = _ a oul 0 oa] D D D O = rnU3 m D N mrnn' > 70 m X cn cn to cn 70 - cn r n x0U,M< D� O� w n r- 20 70 .35Hw FOR Hw ) V -O" N m m U D A ON m z -i m m o. 2 d 7oc�<FD E z N mrnn' > -n :. m D D r n x0U,M< D� O� rn3 c�7no c> z o ° O m 70 z 70 E !D -I zcn m 70 CCn mOn rn F- C- C- c (on �oo mrn Z z a (n D -� �m -4 m rn N C. 7Il 70 Oz A zD N -� --4 �- m o z o 711 O o N N m m U D A ON C) d 2 d = 0 70 al C- m • • D� O� rn3 c�7no c> 7K CO o ° r z r' - f 70 z 70 N— �o - !D -I zcn M c�< N m m U D A ON Hui e" uT w N — z Emaxln O D7u>m m r0Xz rn z r<� nn cn ocnOpnt,► .. OE DO --i>rno0 C) r- D m m (,nzscn Ei0� M 70 00 o c 7p0O;u N �zm 70 m N m°O X 0 -o 7� = cn C)XD O cn 7o N �. m F z n r O D O D O m ..•.-.. o� 2 .� = 0 70 al C- m • • D� O� rn3 c�7no c> 7K CO 70 X r z r' - f 70 z 70 N— �o - !D -I zcn M c�< r -Oz CCn mOn rn -i �oo mrn z �m ,. D N 70 20 Hui e" uT w N — z Emaxln O D7u>m m r0Xz rn z r<� nn cn ocnOpnt,► .. OE DO --i>rno0 C) r- D m m (,nzscn Ei0� M 70 00 o c 7p0O;u N �zm 70 m N m°O X 0 -o 7� = cn C)XD O cn 7o N �. m F z n r O D O D O m Ketaining Wall }details Hollymeacl Town Center MOILER &. A S S O CIArrES CONSULTING STRUCTURAL ENGINEERS 108 FIRST STREET SOUTH - CHAR1.01 rESVILLE, VA 22902 PHONE: 434-971-3027 FAX: 434-971-4027 o 2007 N m m z 0 m o ..•.-.. o� a - .� = 0 70 al C- m • • o 0 o a rn m o 70 Ketaining Wall }details Hollymeacl Town Center MOILER &. A S S O CIArrES CONSULTING STRUCTURAL ENGINEERS 108 FIRST STREET SOUTH - CHAR1.01 rESVILLE, VA 22902 PHONE: 434-971-3027 FAX: 434-971-4027 o 2007 N m m z 0 m o m o� a - 0 = 0 70 � E o 0 o a rn m o -i I z N O� A N �- o Z o o O o U1 Z �? CP r � n �- n E :_ co w �. ' Ill a = O p r - ci m m A n v ; z b cn u#i a .tta, i i 3 -; N a to ur -b.. J� a O m m m m m co d A d .mss d ii m m m m m ca -� N A OO dhh > cp TW/BW 538.0 TW/BW 538.0 TOW = 539.0 BOW = 533.0 (Point A) LAID IN PLACE FIELDSTONE VDOT Std. EW -1 To be Faced with Field Stone Matching Retaining Wall TOW = 539.0 BOW = 533.0 (Point B) New 36" pipes and manhole to be installed. (Refer to profile for details) EXISTING LARGE BOULDERS TRAPEZOIDAL CHANNEL 1' DEEP W.110' WIDE BOTTOM & 3:1 SIDE; SLOPES W/LAID IN PLACE FlELDSTONE C.W. HURT BASN #1 "MP 32-4 1 D3 Stormulater Yanagment Facilit.,Y 7 WSE-520. 0 Note: Retaining wall exceeeds 6' in height between Point A anld Point B and shall be reinforced in this area. (Refer to 'Retaining) Wall Details' drawing by Moler &: Associates for additional details) 30 0 30 � 60 90 � SCALE: 1"=30' Q L............... ..................................................... . �................ .. ........................................................ .............. .-...... .1-........................... .................... ...........,........................... ... .......... ......... .................... ......................... .......... ..................... .............. ........... ................... ........................ .... ........................................................... ..... .................... ........................................ ............... ..................... ... ........................ ....... ....... ......... . ..L......... ..... 520 0+00 A 1Rev. Storm Profile S1 ) Scale: 1"=30' Horz.; 1"=10' Vert. 5201 -� E L � V N N co Q 4O > Q J ( qy J s.sM� N m^� l ` t C CL u > E� 0 0 0 Is 'ed va at NLTN qc.`' obi "byWff� UL NL XOG 00, t4IMAL 1 revisions: NO. I DESCRIPTION I DATE ............................ I ....... .................. .............. ........... ., .. .................................................. �� .4 Z N ....................© ................ ........ II........................................:....,.. ...................................... .. ................. .............. .......✓'.................................. o o . ,,, ,:,,. 535 U .............................................! ........` .............................. ......................................................... - --., �.-- 535 N L...D..Q.. .. ............................................ 0 � 0 I.......................o....... ................. ...... ........... ......... :................. ....... .....................,.90--w .... ........... ............. ....... ......................... ..................... ............................. .............................. 530 =... ......................... .............................. .......... 530 v ,+: :., 0....0....>. ... - .............................. I:................. P........................................... .........:........RCP....t...:.............'� 525 i .................................... 525 ..................................................... . �................ .. ........................................................ .............. .-...... .1-........................... .................... ...........,........................... ... .......... ......... .................... ......................... .......... ..................... .............. ........... ................... ........................ .... ........................................................... ..... .................... ........................................ ............... ..................... ... ........................ ....... ....... ......... . ..L......... ..... 520 0+00 A 1Rev. Storm Profile S1 ) Scale: 1"=30' Horz.; 1"=10' Vert. 5201 -� E L � V N N co Q 4O > Q J ( qy J s.sM� N m^� l ` t C CL u > E� 0 0 0 Is 'ed va at NLTN qc.`' obi "byWff� UL NL XOG 00, t4IMAL 1 revisions: NO. I DESCRIPTION I DATE Sheet No: Sl s, �0 m �� .4 Z N v •O 0 o o � P4 a 8 s Sheet No: Sl s, x M m 3 � o o � 8 s 0 � 0 Sheet No: Sl 0 0 0 Sheet No: Sl W I I H N H PF H(DLLymF-.AD Tl 1 � 1 FAILMilk "a L RLE CO MARCH 17, FINAL SITE SDP -2006 - TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION TABLE "B" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL PARKING TABULATION BLOCK PROPOSED/APPROVED SQUARE FOOTAGE TO DATE VIA SDP MAX. SQ. FOOTAGE PERMITTED BY BLOCK BY CODE NUMBER OF DWELLINGS PROPOSED/APPROVED TO DATE VIA SDP MAX. DWELLING UNITS PERMITTED BY BLOCK BY CODE BLOCK I 5396 55,000 -- -- BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 BLOCK V NOT PERMITTED -- 42 50 BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- BLOCK IX 27,252 40,000 NOT PERMITTED -- TOTAL PROPOSED SQ. FT. 27,252 10 42 15 MAX. SQUARE FOOTAGE FOR AREA C 275,000 MAX. DWELLING UNITS FOR AREA C 120 SQUARE FOOTAGE REMAINING FOR AREA C 247,748 REMAINING DWELLING UNITS FOR AREA C 77 TABLE "B" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL PARKING TABULATION BLOCK PROPOSED DU/S.F. PARKING RATIO REQ. REQ. # OF SPACES TOTAL PROVIDED NET LOADING SPACES I 5,396 4.5 PER 1000 OF 24 57 +33 N/A II VIRGINIA DEPARTMENT OF TRANSPORTATION C-1.1 HEALTH DEPARTMENT OF 15 ACCEESS DRIVE LAYOUT III 4 OF 15 SITE PAVING, SIDEWALK DETAILS AND NOTES C-1.3 5 IV ;ti BLOCK 1 LIGHIT BAS, HANDICAP DETAILS AND NOTES C-2 i 'F AREA. r 15 V = 42DU 2.25/DU 95 183 +88 N/A VI OF _.4 DRAIIINAGE AND BACKFILL DETAILS C-2.3 9 OF VII SEDINMENT CONTROL DETAILS AND NOTES C-3 10 OF 15 SITE UTILITIES PLAN VIII 11 OF SNATERFO �D'l:�r r LANEDSCAPE PLAN L-2 12 IX 27252 140.00 PER 123 243 +120 4 TOTAL 232 482 +240 :47] V N CE APPROVALS JDATE. DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING r N w ENGINEER fr INSPECTIONS g ARB COVEER SHEET DEPARTMENT OF FIRE RESCUE e ~ ✓ ALBEMARLE COUNTY SERVICE AUTHORITY 4) t VIRGINIA DEPARTMENT OF TRANSPORTATION C-1.1 HEALTH DEPARTMENT OF 2006 IPLAN 00016 VICINITY MAP SCALE: 1"= 20100' INDEX OF SHEETS DRAWING NO. SHEET r N w TITILE fr 1 g 15 COVEER SHEET C-1 e ~ ✓ � kc �F q't'r; 4) t SITE IMPROVEMENT PLAN C-1.1 3 OF 15 ACCEESS DRIVE LAYOUT C-1.2 4 OF 15 SITE PAVING, SIDEWALK DETAILS AND NOTES C-1.3 5 OF ;ti BLOCK 1 LIGHIT BAS, HANDICAP DETAILS AND NOTES C-2 i 'F AREA. r 15 SITE GRADING AND STORM SEWER PLAN C-2.1 7 OF 15 ACCEESS DRIVE GRADING PLAN C-2.2 8 OF _.4 DRAIIINAGE AND BACKFILL DETAILS C-2.3 9 OF 15 SEDINMENT CONTROL DETAILS AND NOTES C-3 10 OF 15 SITE UTILITIES PLAN L-1 11 OF SNATERFO �D'l:�r r LANEDSCAPE PLAN L-2 12 OF VICINITY MAP SCALE: 1"= 20100' INDEX OF SHEETS DRAWING NO. SHEET NO. TITILE C-0 1 OF 15 COVEER SHEET C-1 2 OF 15 SITE IMPROVEMENT PLAN C-1.1 3 OF 15 ACCEESS DRIVE LAYOUT C-1.2 4 OF 15 SITE PAVING, SIDEWALK DETAILS AND NOTES C-1.3 5 OF 15 LIGHIT BAS, HANDICAP DETAILS AND NOTES C-2 6 OF 15 SITE GRADING AND STORM SEWER PLAN C-2.1 7 OF 15 ACCEESS DRIVE GRADING PLAN C-2.2 8 OF 15 DRAIIINAGE AND BACKFILL DETAILS C-2.3 9 OF 15 SEDINMENT CONTROL DETAILS AND NOTES C-3 10 OF 15 SITE UTILITIES PLAN L-1 11 OF 15 LANEDSCAPE PLAN L-2 12 OF 15 OVERALL LANDSCAPE PLAN 1-1 13 OF 15 IRRIGATION PLAN 14 OF 15 UGHITNG PLAN 15 OF 15 PROFFERS AND APPLICATION PLAN VIR GINI Ole •� c of O U �I SITE D OWNER/APPLICANT: BOB EVANS FARMS, INC. '= 3776 SOUTH HIGH STREET •r COLUMBUS, OHIO 43207 PHONE: (614) 491-2225 FAX: (614) 492-4990 ENGINEER: MS CONSULTANTS, INC. 2221 SCHROCK ROAD r� COLUMBUS, OHIO 43229-1547 7 v C�-L PHONE: (614) BJ8-7100 FAX: (614) 898-7570 SOURCE OF TOPOGRAPHY. RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. w COUNTY, STATE: ALBEMARLE COUNTY, VA. MAGISTERIAL DISTRICT: RIO TAX MAP REFERENCE: TM 32 P 41D4 ZONING: PD—MC; PLANNED DEVELOPMENT Q FLOOD ZONING: 'C,' NOT LOCATED WITHING 100—YEAR FLOOD PLANE LIMITS AS SHOWN ON THE OFFICIAL Q FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY. YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH _ ZMA 01-20 (AREA C) APPLICATION PLAN AND PROFFER #1 BUFFER ZONE: N/A MAXIMUM STRUCTURE HEIGHT: 1 STORY PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT EXISTING USE: VACANT PROPOSED USE: COMMERCIAL/RESTAURANT WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED: NONE WATER SUPPLY PROTECTION AREA: NONE SITE AREA: 1.13 ACRES BUILDING AREA: 5,396 GSF / BUILDING CONSTRUCTION (IBC): TYPE 5B USE GROUP (IBC): A2 Q APPROX. No. EMPLOYEES: 21 IMPERVIOUS AREA: 0.89 AC. 5 W PERVIOUS AREA: 0.21 AC Q W PARKING REQUIRED: 24 SPACES (4.5 PF O Z PARKING PROVIDED: 57 INCLUDING 3 ' W C� LOADING SPACES PROVIDED: 0 PARKING/CIRCULATION AREA: 0.76 ACRES W IMPERVIOUS COVER: 0.89 ACRr J OPEN SPACE: 0.24 Ar Q '.�. >WI im MB PROJECT MA43 I# 62 -12656 -WA) DO -0326 co RESUBMITTED P&Z 09/06/06 1 OF 15 f �Sp :R74.00' �. R62.00' I I 40 WN EX GAS EX W Wo PR. E.O.P. PR. E.O.P. q,fib 1 s 4c,.1 N HOLLYMEAD TOWNCENTER BLOCK C1 LOT B TMP 32-41D5 DB 2916-22, DB 2672-727, DB 1661-116 1.97 ACRES ZONED: PD -MC USE: UNDEVELOPED ESMT EX SAN ESMT ESMT R50.00' e D EX. WALL HOLLYMEAD TOWNCENTER BLOCK C1 LOT B TMP 32-41D3 DB 2916-22, DB 2672-727, DB 1661-116 1.74 ACRES ZONED: PD -MC USE: UNDEVELOPED STORMWATER MANAGEMENT, CONSTRUCTION, & LANDSCAF EASEMENT D82678-389 I w N W X W 20' SAN. SEWE EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 20' DRAINAGE p r.: :.. r::.::1:: r::::: r:::::::.: r I\ EASEMENT p•:•:•::::::::..t___,.....t___,......�--:_ __ m _ N W I DB 27 96125 a � ~ :•:•••� •:•:•:•�•�•••:•:•:•:•:•:•.•:�::•:•:�::�:�::�:.�::::::•:::•::..:..::.: �d DB 2678-389 � �' �v N L 6. W < C1. L 15 O 2 9 2.:.14::::: i4i EX SAN /EX SAN tx '�'�� 20.67' 8 PARKING SPACES AT 9.00' = 72.00' 00 6 PARKING SPACES AT 9.00' = 54.00' V� �V ESMT ESMT EX GAS EX GAS EX W EX W EX WI ESMT ESMT ESMT- ESMT SMT ESMT m Ln ESMT - ESMT EX GAS ml Ir Tv (. 8" DUCTILE IRON EASEMENT B9-�'�91e 2 --ems DB 2678-405wV E DB 2916-22ID DB 2678-437 DB 2678-425 / - ESMT ESMT / PR. E.O.P. / ESMT ESMT- ESMT I II EX. SIDEWALKUE;k ---- - ----- - -- �_ r3u�i rurl�� Curve R20.00' Tangent Length Delta Chord Chord Bear. C1 115.00'1 37.03 71.65' SMT 70.50' N0215'49toW � E MT :..... :.............. � I SMT 5. CONCRETE RAMP TO SERVICE DOOR, SEE DETAIL G/C1.1. FLAIR SIDE MAXIMUM 1:10. EST 6. CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTILITY SPECIFICATIONS. C m 7. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/C1.2. 0 ASSEMBLY NO.: BE-201-DLS-X, FIXTURE TYPE: P16B-SH10. XA 8. INSTALL 4" SQ. CONCRETE FILLED STEEL POST WITH RUBBER BUMPER AND HOLDER. R5.00' .. ::::I :::::::::::::::::::..:.. TOP OF POST AT 2'-10" ABOVE FINISHED FLOOR. STOP DOOR AT 90' POSITION. � J z �t 9. HANDICAP PARKING SYMBOL, SEE DETAIL B/C1.2. R5.00 A Lai V Uj 11. TAPER LAST 10 FEET OF NEW CURB TO MEET AND MATCH CONFIGURATION AND ELEVATION OF mm EXISTING ADJOINING CURB OR PAVEMENT. 17 ... 12. TRASH ENCLOSURE, SEE SHEET T-1.0 FOR DETAILS 1/T-1.0 THRU 9/T-1.0. U T 13. w K CARRY HOMEITCHENw BUILDING SIGN. VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. N 3 C1. LLJ ad 0 3 16. CONTRACTOR SHALL PROVIDE TWO (2) 2" DIAMETER GALVANIZED POSTS, 10' IN LENGTH, FOR THE 'CARRY C1. Q HOME KITCHEN' PARKING SIGNS. POSTS TO BE BURIED 3' DEEP IN AN 8" DIAMETER CONCRETE BASE. 'CARRY HOME KITCHEN' PARKING SIGNS SHALL BE PROVIDED BY BOB EVANS. GENERAL CONTRACTOR TO COORDINATE .......I / PLACEMENT OF POSTS WITH BOB EVANS REPRESENTATIVE. C 7 17. BOB EVANS MONUMENT SIGN, 8 FEET IN LENGTH. CONTRACTOR TO COORDINATE BRICK BASE AND FOUNDATION WITH BOB EVANS REPRESENTATIVE. 24 18. EXISTING CURB 1*0 REMAIN. 19. ROOF MOUNTED ru4GPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE APPROVED BY BOB EVANS REPRESENTATIVE. 20. MATCH FINAL GRADE OF UNPAVED, DEVELOPMENT AREA TO TOP OF PROPOSED PAVEMENT. DIMENSIONS C1.1 ....... 21. RETAINING WALL TO BE CONSTRUCTED BY BOB EVANS CONTRACTOR UNLESS PREVIOUSLY CONSTRUCTED BY HOLLYMEAD TOWNCENTER. 22. PROVIDE HANDICAP RAMP PER ADA AND CHARLOTTESVILLE STANDARDS. 23. USE 8" CONCRETE SLAB WITH 6" X 6" - W1.4 X W1.4 W.W.F. .......................................... ..... / NOTES: .. . ............. (A) ANY VIEW OF ROOFTOP EQUIPMENT SHALL BE HIDDEN FROM ROUTE 29 NORTH. (B) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES ................. ° (C) ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. (D) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE GROUND APPURTENANCES, ........................ ................�......... ................ ................ (E) BUILDING AND PARKING SETBACKS: ESM BUILDING SETBACKS: PARKING SETBACKS: ESMT:::::::::::::: FRONT: 30' FRONT: 10' :::::::::::: :::::::::::::::::EMF ;MT ................ ................. �. SIDE: N/A SIDE: N/A SMT .............. •. •. •. •. •.. •. •. •. .. - EX GAS ' 20 (F) BOB EVANS SHALL PROVIDE LETTERS OF PERMISION FOR ALL OFFSITE CONSTRUCTION. ..... ...... .. .............................. ........•..... ...... ...... ...•..•. 1=SMT.......... .•. . . .............. . ... ....•...... ....... DRIVE LANE, 9`46'44 63.84 : LANDSCAPING:. CONSTRUCTION AN o, e EASEMENT ..................:::..:........ :::::: / CROSS -ACCESS R5.00 OB .2916.=22'.....................:............................:....... .••.•....'.'.'.'•'.'.'•'.'•'.'.'•'•'•'•':••':•::••::•::'.::::.. / EASEMENT $ :::............................ D 878�425 ....... I ....................1.*.,.,.,.*.*.,.*.* i................. DB2916-22 a ......... DB 2678-42 RE ..� ................:::::::::::::::::::::::y R20.00' 8 PARKING SPACES AT 9. _ 72.00 CONTRA NSTR CEO - - --- --1WS.�.... ARANV�►GEASEM T - R5.00' N 0 / EASEMENT 11 18 DB 2916-22 DB 2678389 N C) DB 2916-22 ES DB 2678-425 1 I 40' BUILDING 8�jJ / 20 15'i GAS EASEMENT-� DB 2916-22ID DB 2678-437 DB 2678-425 / - ESMT ESMT / PR. E.O.P. / ESMT ESMT- ESMT I II EX. SIDEWALKUE;k ---- - ----- - -- �_ r3u�i rurl�� Curve Radius Tangent Length Delta Chord Chord Bear. C1 115.00'1 37.03 71.65' 35'41'59 70.50' N0215'49toW W GAS EX GAS W co ESMT w ESMT ES 0 Z 15' ELECTRIC 2687E EASEMENT / N39'46'44"W 126.90' TMP 32-438 TARGET CORPORATION DB 2678-264 �\ DB 2789-125 ZONED: PD -MC USE: RETAIL EX. LIGHT POLE 1 I I II I V) w EX z a 0 x U1 z a x ti V) W 1 1 11 1 I II �I v r� t SITE T � N� oaoos VICINITY MAP NOT TO SCALE SITE DATA TOTAL AREA = 49,424 S.F. 1.13 AC. TOTAL IMPERVIOUS = 39,117 S.F. 0.89 AC. (79%) BUILDING = 5,206 S.F. 0.12 AC. (109.) FREEZER/COOLER = 286 S.F. 0.007 AC. (0.6%) PORCH = 143 S.F. 0.003 AC. (0.4%) PAVED AREA = 33,482 S.F. 0.76 AC. (68%) TOTAL PERVIOUS = 10,307 S.F. 0.24 AC. (217.) I I I I I I I I I I N co q* h ZOIMrM 8M aMN PAL 13 FM 2M E NOPMEF i0 WM aNMUTAL 9 FEB 2006 F-AL7H�DpEPARFMBfr 88U9WrrAL 28 JUL 2005 mDO DWARTMENr 8188 MAL BOB EVANS RESTAURANT PARKING REQUIREMENTS BOB EVANS RESTAURANT = 21 MAX. EMPLOYEES / 155 SEAT BOB EVANS RESTAURANT = 5,396 S.F. GROSS FLOOR AREA 3 HANDICAP SPACES REQUIRED 3 HANDICAP SPACES PROVIDED 24 TOTAL SPACES REQUIRED (ZONING) 57 SPACES PROVIDED ON-SITE 21 SPACES PROVIDED OFF-SITE 78 TOTAL SPACES PROVIDED (MEETS APPROVED P.U.D. AND ZONING) OKEYED NOTES O 1. BE -44 BUILDING SIGNS - VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP ai PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. W M� 0) SEE DETAIL A/C1.2. � O 3. PAINTED YELLOW STRIPING (TYPICAL). 4. ASPHALT HANDICAP RAMP. WARP ASPHALT UP TO TOP OF CURB, SEE SHEET C2 FOR �W Ole � ELEVATIONS, SEE DETAIL C/C1.2. J 5. CONCRETE RAMP TO SERVICE DOOR, SEE DETAIL G/C1.1. FLAIR SIDE MAXIMUM 1:10. Q 6. CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTILITY SPECIFICATIONS. C m 7. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/C1.2. 0 ASSEMBLY NO.: BE-201-DLS-X, FIXTURE TYPE: P16B-SH10. L J 8. INSTALL 4" SQ. CONCRETE FILLED STEEL POST WITH RUBBER BUMPER AND HOLDER. __j TOP OF POST AT 2'-10" ABOVE FINISHED FLOOR. STOP DOOR AT 90' POSITION. � O z �t 9. HANDICAP PARKING SYMBOL, SEE DETAIL B/C1.2. 10. 30' FLAGPOLE, 8' x 12' FLAG SIZE, AND CONCRETE PAD. SEE DETAILS J/C1.1 AND K/C1.1. Lai V Uj 11. TAPER LAST 10 FEET OF NEW CURB TO MEET AND MATCH CONFIGURATION AND ELEVATION OF mm EXISTING ADJOINING CURB OR PAVEMENT. 12. TRASH ENCLOSURE, SEE SHEET T-1.0 FOR DETAILS 1/T-1.0 THRU 9/T-1.0. U T 13. w K CARRY HOMEITCHENw BUILDING SIGN. VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. N 14. HANDICAP PARKING SIGN WITH "VAN ACCESSIBLE" AND FINE SIGN. SEE DETAIL A/C1.2. LLJ 15. REINFORCED CONCRETE SLAB AROUND GREASE INTERCEPTOR, 8' x 12' x 5" THICK MINIMUM. 16. CONTRACTOR SHALL PROVIDE TWO (2) 2" DIAMETER GALVANIZED POSTS, 10' IN LENGTH, FOR THE 'CARRY Q HOME KITCHEN' PARKING SIGNS. POSTS TO BE BURIED 3' DEEP IN AN 8" DIAMETER CONCRETE BASE. 'CARRY HOME KITCHEN' PARKING SIGNS SHALL BE PROVIDED BY BOB EVANS. GENERAL CONTRACTOR TO COORDINATE M PLACEMENT OF POSTS WITH BOB EVANS REPRESENTATIVE. it 17. BOB EVANS MONUMENT SIGN, 8 FEET IN LENGTH. CONTRACTOR TO COORDINATE BRICK BASE AND FOUNDATION WITH BOB EVANS REPRESENTATIVE. 18. EXISTING CURB 1*0 REMAIN. 19. ROOF MOUNTED ru4GPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE APPROVED BY BOB EVANS REPRESENTATIVE. 20. MATCH FINAL GRADE OF UNPAVED, DEVELOPMENT AREA TO TOP OF PROPOSED PAVEMENT. DIMENSIONS ARE TO EDGE OF PAVEMENT. 21. RETAINING WALL TO BE CONSTRUCTED BY BOB EVANS CONTRACTOR UNLESS PREVIOUSLY CONSTRUCTED BY HOLLYMEAD TOWNCENTER. 22. PROVIDE HANDICAP RAMP PER ADA AND CHARLOTTESVILLE STANDARDS. 23. USE 8" CONCRETE SLAB WITH 6" X 6" - W1.4 X W1.4 W.W.F. 24. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/C1.2. ASSEMBLY NO.: car_-202-DLS-X, FIXTURE TYPE: P16B-SH10. NOTES: (A) ANY VIEW OF ROOFTOP EQUIPMENT SHALL BE HIDDEN FROM ROUTE 29 NORTH. (B) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (C) ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. (D) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE GROUND APPURTENANCES, AND AS TAKEN FROM SURVEY. UNDERGROUND UTILITIES NOT SHOWN HEREIN MAY EXIST. (E) BUILDING AND PARKING SETBACKS: BUILDING SETBACKS: PARKING SETBACKS: FRONT: 30' FRONT: 10' SIDE: N/A SIDE: N/A SIDE: N/A SIDE: N/A REAR: N/A REAR: N/A - EX GAS (F) BOB EVANS SHALL PROVIDE LETTERS OF PERMISION FOR ALL OFFSITE CONSTRUCTION. BOB EVANS RESTAURANT PARKING REQUIREMENTS BOB EVANS RESTAURANT = 21 MAX. EMPLOYEES / 155 SEAT BOB EVANS RESTAURANT = 5,396 S.F. GROSS FLOOR AREA 3 HANDICAP SPACES REQUIRED 3 HANDICAP SPACES PROVIDED 24 TOTAL SPACES REQUIRED (ZONING) 57 SPACES PROVIDED ON-SITE 21 SPACES PROVIDED OFF-SITE 78 TOTAL SPACES PROVIDED (MEETS APPROVED P.U.D. AND ZONING) 0 10 20 30 40 SCALE: 1"=20' RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 11 DD ID V ai O W M� 0) � O C c � �W Ole � C m 0 U � g 0 10 20 30 40 SCALE: 1"=20' RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 11 DD Z ai O W Q � O � �W Ole � 0 10 20 30 40 SCALE: 1"=20' RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 11 DD vi EXPANSION JOINTS 20'-0" O.C. SITE PAVING NOTES EXTERIOR CONCRETE NOTES GENERAL NOTES 1. PAVING BASE MATERIAL AND COMPACTION REQUIREMENTS ARE MAX. CONTROL JOINTS 10'-0" O.C. 1. REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO EQUAL TO STATE HIGHWAY SPECIFICATIONS. REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 1. TRUCKING ON OR ABOUT THE SITE WILL BE PERMITTED ONLY WITHIN REASONABLE LIMITS AND THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT DOWEL HOLES PRE- 2. DO NOT INSTALL PAVEMENT UNTIL ALL UTILITY STRUCTURES ARE AND MATERIALS. THE STORAGE SHALL BE CONFINED TO SUCH LIMITS AS MAY BE JOINTLY DRILLED 3'-0" O.C. ADJUSTED TO BE FLUSH WITH FINAL PAVEMENT ELEVATION (IE. 2. ALL RADII SHALL BE TRUE ARCS. AGREED BY OWNER AND CONTRACTOR. I I CLEAN OUT COVERS, CATCH BASIN LIDS, MANHOLE LIDS, ETC. 2. THE CONTRACTOR SHALL FURTHER ENFORCE THE ARCHITECT'S INSTRUCTIONS OF SUCH I I I I I I I I I ° ) 3. ALL CONCRETE CURB AND GUTTERS ARE TO BE SET LEVEL WITH PAVEMENT TO AVOID COLLECTING OR STANDING WATER. NATURE, INCLUDING PARKING, USE OF ROADS, AND FIRE PREVENTION, WHICH THE OWNER MAY DEEM NECESSARY OR DESIRABLE ON THE OWNER'S PROPERTY. N C9 Ilt N ASPHALTIC CONCRETE T �fTTAL \j\ " 4. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. 3. UTILITIES SHOWN TAKEN FROM SURVEY AND PART FROM RECORDS OF RESPECTIVE UTILITY ZOMq NM N (2) 1 1/2 LAYERS13 FRI COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO�� 'GRAVEL BASE ` v�/% ASPHALTIC CONCRETE OR UPON PREMISES SHOWN ON PLAN.EN09499M KM VERIFY WITH SOILS REPORT 5. ALL CONTROL JOINTS TO BE CUT 25% OF CONCRETE THICKNESS (TOOLED OR ;COMPACTr=D VAS 13 Fa � m ,1 \\i// SAWCUT). 4. ALL ELEVATIONS INDICATED WITH LEADERS REPRESENT FINISHED ELEVATIONS, LE. 0.00. ALL �TM�� ��AL X\//\//\//� ELEVATIONS INDICATED ON THE PLOT PLAN WHICH ARE SKEWED ATA 45 DEGREE ANGLE ARE 28 �� 1005 \\/ \\/\\/\ 6. MAXIMUM DIMENSION WITHOUT CONTROL JOINT IN APRON OR SLAB TO BE 12'. EXISTING ELEVATIONS. THE FINISH GRADE OF THE BLACKTOP PAVEMENT SHALL SLOPE OLDCL DEPARnM SUBwfT1'AL \ SUB -BASE PER`/\\/\\/\ //\//\/j t� � � � � ��� ��+ 1 � dam_ �� ,t UNIFORMLY TO FINISH ELEVATIONS SHOWN ON THE PLOT PLAN. ILS REPORT \/\ ).COMPACTED-.. :- 7. ALL CONCRETE TO BE 4000 P.S.I. AT 28 DAYS. eo //V//fir\r\r\r�rV// // //V// ',� "� a-� 5. ALL FILL ON THE PROPERTY SHALL BE ADEQUATELY COMPACTED BY ROLLING TO PRODUCE A 1_ GRAVEL BASE :� SURFACE SATISFACTORY FOR THE PROPER INSTALLATION OF BASE COURSE AND PAVING. /\//////�///�///\///�///\\//�//\�//\\ 8. ALL EXTERIOR CONCRETE TO HAVE 6% AIR ENTRAINMENT. BEFORE COMMENCING PAVING WORK, THE PAVING CONTRACTOR MUST MAKE CERTAIN THAT THE \\ \ .............. B -BE PERS\\\SURFACES TO BE COVERED ARE IN PROPER CONDITION. SURFACES SOILS REPORT \/ /\/ NOT ACCEPTABLE SHALL PROVIDE BOB EVANS REPRESENTATIVE WITH //j�/j�/jam/j\, \, \, \, \// / //\//\/ " BE REPORTED TO THE OWNER IMMEDIATELY. THE PAVING CONTRACTOR IS RESPONSIBLE FOR PROFILE FOR APPROVAL PRIOR TO CONSTRUCTION //j\/j\/j\/j\/j/j�///�//�j�//j�// 9. 1/2- EXPANSION JOINTS ON THE CONCRETE SIDEWALK SHALL OCCUR AT A MIN. ASSURING THAT ALL SUBBASE SURFACES ARE ACCEPTIBLE FOR THE PLACING OF GRAVEL BASE OF 20', MAX. OF 25' INTERVALS. ANY PLACE THE SIDEWALK COMES INTO CONTACT AND ASPHALT. THE PAVING CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF WITH THE BUILDING, THERE SHALL BE A 1/2" EXPANSION JOINT. SEE DETAIL THE FINAL PAVING AND SHALL ASSURE THAT THE RESULTS OF THE PAVING WILL MEET F/C1.1. REASONABLE EXPECTATIONS. "AEXTRUDED CURB SECTIONrF'�PAVING DETAIL , C 1.1 NOT TO SCALE C 1.1 NOT TO SCALE 6. THE PLUMBING CONTRACTOR SHALL VERIFY SEWER DEPTH AND BE RESPONSIBLE FOR PROVIDING ADEQUATE SLOPE OF BUILDING SEWER TOWARD THE CITY SEWER IN STRICT ACCORDANCE WITH THE GOVERNING AUTHORITIES PRIOR TO BUILDING CONSTRUCTION. C MINIMUM GRADE PERMITTED IS PER LOCAL CODES BUT NOT LESS THAN 1 (ONE) PERCENT. w 4" CONCRETE WALK (LIGHT BROOM 7. THE PLUMBING CONTRACTOR, ELECTRICAL CONTRACTOR, SIGN CONTRACTOR, RESTAURANT FINISH) WITH 6x6-W1.4xW1.4 W.W.F. CONTRACTOR EQUIPMENT CONTRACTOR, AND HEATING, AIR CONDITIONING, AND VENTILATION BALANCE SHALL BE UNDER THE DIRECTION OF THE GENERAL CONTRACTOR WHO WILL BEC o 1/4" WIDE x 1" DEEP CONTROL HELD RESPONSIBLE FOR THE COORDINATION OF ALL WORK ON THIS PROJECT AND THE JOINT AT 10'-0" O.C. MAXIMUM PROPER EXECUTION OF THE SAME. (d LL 1/2" EXPANSION JOINT NOT TO B. WHERE IT IS NECESSARY TO CUT CITY CURBS, THEY SHALL BE RESTORED AND/OR EXCEED 25'-0" APART. RECONSTRUCTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING CITY I D I I SEE SHEET C1 4" CONCRETE WALK 4" CONCRETE WALK INSTALL VINYL "ZIP -STRIP" BY AUTHORITIES. RECONSTRUCT CITY CURBS AFTER DEMOLITION OF EXISTING APPROACHES. C 12" TOPSOIL (TYPICAL VINYLEX CORP. 9. ALL EXISTING UTILITIES SERVING THE PROPERTY SHALL BE PROPERLY TERMINATED IN (BROOM FINISH) WITH LANDSCAPE AREA) (BROOM FINISH) WI1N of 0 6X6 -W1.4 /W1.4 W.W.F. 6x6 -W1.4 /W1.4 W.W.F. COMPLIANCE WITH CITY AND/OR COUNTY REGULATIONS. TOOLED JOINT 1" EASED EDGE SLOB � D ° ° 10. REMOVE ALL TREES INCLUDING ROOT STRUCTURES 4" COMPACTED GRAVEL � � � '' � '� ' � � � �� � , � �'}L ��_ , �,- � 1- , EXCEPT THOSE SPECIFICALLY NOTED TO 0 \ ------ � `, �;, ., REMAIN AND THOSE ON PROPERTY LINES. DO NOT CLEAR SITE PRIOR TO COORDINATING WITH CD -. ° (NO VAPOR BARRIER) j\�/ .^ Y //\�� 11. ALL EXTERIOR SIGNS SUPPLIED BY SIGN CONTRACTOR TO OWNER. ELECTRICAL CONTRACTOR /\\//\\//\\//\\//\\//\\//\\//\\//\/\\//\\//\\//�\/\\//\\//\\//\\//\\/j%/i///i�/ii�//i�//i�//i�//j\//\\//\\//\\//\\/ SHALL PROVIDE CONDUIT AND WIRE TO SIGN. FINAL CONNECTIONS BY ELECTRICAL \/�\/\\/\\/\\./\\%\\/\\/ °_\/i\/,\/\/\//\/\/�\/\\/\\�\\/\\/\\/�� COMPACTED AGGREGATE, COMPACTED CONTRACTOR. SEE SPECIFICATIONS SOIL SUB -BASE ,art 4 COMPACTED GRAVEL 12. REMOVE EXISTING TOP SOIL FROM AREAS TO BE PAVED AND REPLACE WITH SUITABLE.40 jl (NO VAPOR BARRIER) !r,\\!��\\��\\!�\\;�\�/�\\. EXPANSION JOINTCONMOL JOINT COMPACTED FILL. - -� NOTES: 13. GENERAL CONTRACTOR SHALL PROVIDE GROUND POISONING FOR TERMITES AND OTHER 1. LOCATE CONTROL JOINTS AS SHOWN ON PLAN OR 10' O.C. MAXIMUM. VERIFY WITH INSECTS PRIOR TO FINAL CONCRETE FLOOR INSTALLATION. GENERAL CONTRACTOR SHALL BOB EVANS REPRESENTATIVE. SUBMIT TO OWNER WRITTEN GUARANTEE FROM REPUTABLE LOCAL EXTERMINATING COMPANY. 2. CONCRETE PADS OVER a THICK CONTROL JOINTS TO BE 12' O.C. MAXIMUM 14. DEMOLISH AND REMOVE ALL EXISTING STRUCTURES, TREES, FENCES, SLABS, DRIVEWAYS AND n SIDEWALK SECTIONSIDEWALKS. VISIT SITE TO DETERMINE EXTENT OF DEMOLITION WORK WHICH MAY OR MAY M ci.l NOT TO SCALE E SIDEWALK SECTION F WALK EXPANSION/CONTROL JOINT NOT BE SHOWN ON PLANS. C 1.1 NOT TO SCALE C 1.1 NOT TO SCALE 15. VERIFY EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. �. 16. INSTALL GUARD POST AT GAS METER AND ELECTRIC TRANSFORMER IN ACCORDANCE WITH ALL l APPLICABLE: CODES. MINIMUM INSTALLATION IS 4" DIA. X 7'-0" LONG STEEL PIPE, CONCRETE Q FILLED, 3'-0" ABOVE GRADE. (2) AT GAS METER AND (2) AT ELECTRIC TRANSFORMER. JOINTS AT 6" O.C.a a r4lnED 1/8" W x Y2" D Q 4" CONCRETE WALK WITH 6X6-W1.4/W1.4 METAL THRESHOLD/QUARRY TILE 17. BACKFILL ALL TRENCHES UNDER SLABS, WALKS, AND PAVED AREAS WITH BANK RUN GRAVEL. O a a 4 W.W.F. - BROOM FINISH HOLD WALK 1/4" BELOW THRESHOLD ALL EXCAVATING AND BACKFILLING IS BY INDIVIDUAL CONTRACTS (PLUMBING, ELECTRICAL, a a ETC.). SEE SPECIFICATIONS 02000. Z CONCRETE RAMP TAPER BOTH 4" THICK CONCRETE 18. GENERAL CONTRACTOR IS TO SEED AND MULCH ALL DISTURBED AREAS OUTSIDE PROPERTY CONCRETE DUMPSTER PAJa SIDES (G/C1.1) 1/2" EXPANSION JOINT WITH BEAD ° a CONTROL JOINT 1" DEEP AND INSURE. ESTABLISHMENT OF ADEQUATE VEGETATION (SEE HATCHING ON SHEET Cl). Q � Z I 1 ° as a #4 DOWELS 2'-0" LONG AT 1'-0" O.C. ° ° ° 19. INSTALL 12" PULVERIZED TOPSOIL FLUSH WITH WALKS IN ALL LANDSCAPING AREAS CLOSE TO a °a ° �� FOUNDATION, SEE BUILDING AND 2" TOPSOIL IN AREAS INDICATED AS SOD. ALL MOUND AREAS TO RECEIVE 12" ° ° �_ ° a DETAIL K/C1.1 OF TOPSOIL. PULVERIZED TOPSOIL TO BE ROLLED TO PREVENT EXCESS SETTLEMENT. ALL 0 0 0 OQ�.�.. ° � ,,- - l�t ° SODDED AREAS TO HAVE POSITIVE DRAINAGE. _ P P4 OLE ci 4Yd ° C ° a ° �� ,�� v d ° o ° LLj - ° ° ° FLAGP 20. ALL UTILITY STRUCTURES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH ALL GOVERNING )) CODES OR STANDARDS (CITY COUNTY OR STATE). Q 21. FOLLOW Wr'<�iTEN DIMENSIONS ALWAYS. DO NOT SCALE. a H4///\\/�\\/\�\\/%�%\/�%/%/%/%/%/%�/� //\/ r� o ° ° Q ° ° SIDEWALK 22. ALL SITE WORK AND PAVING MUST BE IN ACCORDANCE WITH, OR SURPASS RECOMMENDATIONS ° A POUR SLAB 3/4" PAST FACE ° .4 OF SOILS REPORT. IF SOILS REPORT CONFLICTS WITH DRAWINGS AND SPECIFICATION, THE a OF BLOCK AT REAR DOOR 4.1 ° a 0MORE PROHIBITIVE OF THE TWO SHALL TAKE PRECEDENCE AND BE CONSIDERED TO BE THE � CONCRETE SIDEWALK, ° ° a 4 TO SUPPORT EDGE OF DOOR a e °� . � ° INTENT OF THE BID DOCUMENTS. IN ALL CASES STRICTLY ADHERE TO DRAWINGS AND SEE DETAIL E/C1.1 ° ° ° ° a THRESHOLD ° a ° SPECIFICATIONS. J ° a 4 ° 4. ° ° ° v d v ° ° 1 ° ° a ° OMIT TOP COURSE OF BLOCK 23. GENERAL CONTRACTOR IS TO INSTALL MINIMUM (ONE) 4" P.V.C. CONDUIT FOR PRIMARY ° ° a ° TO POUR SLAB THRU OPENING SERVICE UNDER ALL PAVING BETWEEN TRANSFORMER AND PROPERTY LINE. SEE ° SPECIFICATIONS FOR UNDERGROUND SERVICE CONDUIT. SUPPLY ADDITIONAL CONDUITS IF REQUIRED BY UTILITY CO. IJJ �JFLAGPOLE BASE 24. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN HDELIVERY RAMP H DELIVERY RAMPOUTS, MANHOLES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE Z C 1.1 NOT TO SCALE C 1.1 NOT TO SCALE C i . l NOT TO SCALE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. REFER TO THE SITE GRADING Q I PLAN SHEET AND MOUNDING. w V' D STANDARD FOUNDATION DIMENSIONS r` FLAGPOLE WITH #312 FLAGPOLE LOG7H B LLj DURANODIC BRONZE rM 4" SLOPED CURB SECTION t� ALUMINUM "ADMIRAL" uwn.•.r u.ntrr wr n�.tturu� �, 1.1 NOT TO SCALE n W w. I w _. W. erC FLAGPOLE WITH #312 mvin OF PAVLML141 1/4" RAD. LLj DURANODIC BRONZE '�IVVRMAL 3" RAD. PROPOSED PAVEMENT ANODIZED FINISH ADJACENT CONCRETE WALK TO BE FLUSH WITH TOP ° �, CO ° 16 GAUGE CORRUGATED `.,'.p•.` Surface STEEL TUBE WITH STEEL ° ;:.4% SUPPORT PLATE AND ° a 6� LIGHTNING ROD a 4.4-1 ° Bose NOTES NOTE: USE METAL SHIMS d c: :' This Iter, may be precast or cost in place. TO SECURE FLAGPOLE. ° SHIMS PROVIDED BY ° a - /f ' :, i as It past in place, 4000 I if precast. GENERAL CONTRACTOR ° ° a PROVIDE BOB EVANS REPRESENTATIVE WITH PROFILE FOR APPROVAL PRIOR TO CONSTRUCTION Subbase �. N ° NOTE: INCLUDE ONE NYLON U.S. -- 7" --� Curb having a radius of 300 f!• or less (along face of Curb) will be paid for at (Its Mme# 62-12&50-00-M FLAG. COORDINATE SIZE WITH BOB EVANS REPRESENTATIVE radial curb, when Ibis Mondard IS to be tied into existing The depth of Curb may be reduced oe hutch as 3 barrier curb, tt,e U'oneition k p be mode within ordepth)or increased as mach as V09"depth) 10' or me rionge in standards node at regular in order that the bottom of curb will coincide with openings the foo of Crone of the pavement DO L CURB SECTION t hown.'AlbstNo This cwb s1o11 be used when design speed is aMrw+s. depth is to ba Ie ahovm. No than 40 MPH an Rural highways and adjustment M the price bid is to be made for a ``�\ii greater 45 MPH In developed Urban and Suburbon decrease cur an increase in depth. C1.1 NOT TO SCALE areas. I I ri""NFLAGPOLE BASE SECTION RESUBMITTED ITTED P&Z 09 06 06 C1.2 ,t SPECIFICATION REFERENCE STANDARD 4 CURB 1. i NOT TO SCALE 105 502 201.02 VIRGINIA DEPARTMENT OF TRANSPORTATION DATE SUBMITTED 02/13/06 4 OF 15 wm tFq HANDICAPPED SIGNS PROVIDED BY GENERAL CONTRACTOR, PER LOCAL I - " ACTUAL STRIPING AND ARRANGEMENT MAY DIFFER, SEE SITE PLAN SHEET Cl REQUIREMENTS BOLT TO STEEL POST HANDICAPPED I � " j � { FOR PROPER LAYOUT. PARKING ° $50 to $3W';50 to $300 FINE' SIGN FINEHANDICAP " " CONCRETE VAN ACCESSIBLE SIGN I II + I PARKING SIGN, SEE DETAIL A/C1.2 I I I I I I I I I I '" N BETWEEN ACCESSIBLE AS NOTED ON SITE PLAN 2" AND 6.( MOUNT IN SIDEWALK ) �0�lq e1TAL i3 Z�6 81iE SUBMITTAL F$ * M 6" PAINTED 2" DIAMETER SCHEDULE 40 STEELENOPEEPIM PIPE, PAINTED P-8 � �� �61� TAPER ASPHALT TO BE YELLOW STRIPING FLUSH WITH CONCRETE WALK AT TOP FFAL7H CWA1�1�T� 6" DIAMETER SCHEDULE 40 STEEL PIPE, a° a m q e BLD�i D@�Mi1rBIiT aUB1�iTAL PAINTED P -a PARKING ° Q 4 ° ° a ° Q Ic CONCRETE SIDEWALK ACCESSIBILITY SYMBOL PROPORTIONING GUIDE • . a . PAINTED ON PAVEMENT c....... . . O// 6" DIAMETER POST IN 12" ° DO MENGR CONCRETE ° ° ° .... OTI * TO BE BLUE IN COLOR, UNLESS OTHERWISE SPECIFIED ° q HANDICAP SIGN MOUNTING HEIGHT PER LOCAL CODE AND INSTALLATION PER LOCAL REQUIREMENTS PAINTED SYMBOL, SEE DETAIL B/C1.2 .� rB' HANDICAP SYMBOL .� C 1.2 NOT TO SCALE C A HANDICAP SIGN HANDICAP RAMP $— t NOT TO SCALE C 1.2 NOT TO SCALE IF I 1 C a� 0 V 0) SITE ELECTRICAL NOTES 1. EACH LIGHT CIRCUIT SHALL HAVE HOME RUN CONDUIT TO SWITCHGEAR. 2. FINAL ADJUSTMENTS OF SITE LIGHT ANGLES AND DIRECTIONS ARE TO BE MADE AFTER DARK, AVOID INTERFERENCE 40 WITH TRAFFIC OR ADJACENT PROPERTY, PER SATISFACTION OF BOB EVANS REPRESENTATIVE. 3. ALL SITE LIGHTING TO BE WIRED IN 1" PVC EACH CIRCUIT TO HAVE DIRECT RUN TO THE SWITCHGEAR. DO NOT LOOP CIRCUITS. 4. SITE LIGHTS, POLE SIGNS, SIDE BUILDING SIGNS AND ROOF LIGHTS ARE CONTROLLED BY -LITE STAT" SYSTEM. � 3 5. SITE SIGN CONDUIT SHALL BE 1-1/2" DIRECT TO SWITCHGEAR. INCLUDE GROUND WIRE IN CONDUIT AND SEPARATE GROUND ROD AT FOUNDATION FOR POLE. d I 1 � Q 1" NON -SHRINK GROUT POLE AND ANCHOR BOLTS BY ELECTRICAL CHAMFER 1" AT 45' TYP. CONTRACTOR 91116- 0 _11511 Z ° 1" x 12" x 12" STEEL BASE PLATE WITH (4) 3/4" DIA. x I f�a I II 2'-0' LONG ANCHOR BOLTS d I °Q WITH 4" LONG HOOKS I I P I ° I l A ° DRILL 24"O HOLE DO ° NOT OVER DIG ° I I °II ° ° FOUNDATION 0 Z co IDSII I I CONDUIT BY ELECTRICAL // A. CONTRACTOR °II ° j °° j\ 24" DIAMETER CONCRETE /-PIER Q WITH (4)7 REBARS x// q // UPRIGHT AND 13 TIES AT Z d 12 O.C. VERTICAL w a W n Q o m w SECTION I I #3 TIES AT 12" ° 4 O.C. VERTICALLY ° ° °(4) #7 ° °� REBARS I I UPRIGHT N M13 mar 62-12650-00-M DO -W26 n SITE LIGHT BASE C1.2 NOT TO SCALE C13 II RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 5 OF 15 wm I I vq 1 / / / / I i I CONTOUR HOLLYMEAD 1G*XENIER _ BLOCK C1- TMp ----- DB 2916-22�DB267�2 - 1166i 11116 I I - -1,9.7 ACRES ZONED -PD -MC, I I \ I I CATCH BASIN \ GRATE =540.00 12' INV. (SE) - 537.28 12' INV. (NE) = 537.18 I I I I / � I 1 I / 1 I l� 54290 1 II I I � I I I I I -�--- EX SAN I I I I I I I CONTOUR - - - loo - - - EXISTING CONTOUR 100.50 1 PROPOSED ELEVATION - TOP OF CURB 100.00 PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT i I I I I I I I I I I w ZOINQ GM BUNfTEAL V FW 2006 V) HOLLYMEAD TOWNCENTER x �ra>� �e � BLOCK C, OKEYED NOTESO SAL 13 F� 2006 LOT B TMP 32-41D3 HEAL. 7N D�AF�IIuB+fE SEAL 1. DB 2916-22, DB 2672-727, DB " 6 STORM LINE FROM ROOF SCUPPERS. CONNECT TO P.V.C. PIPE BELOW GRADE 26 AL 2005 1661-116 AS SHOWN ON PLAN. B,papEPARTLMT aMLgTAL EX. STM. STRUCTURE 1.74 ACRES z 2. 4" STORM LINE FROM DOWNSPOUTS. CONNECT TO P.V.C. PIPE BELOW GRADE \ / ADJUST GRATE TO - 539.75 ° * ZONED: PD -MC N - - i . ' �+.a, USE: UNDEVELOPED x .- EX. 36 INV. (E) = 531.00 L�w AS SHOWN ON PLAN. + ;PR. lY INV. (SY = 536.60 3. FINGER DRAINS PER DETAIL C/C2.1. F, r \ I '•°` } • \� " °� 4. CONTRACTOR MUST RESET BENCHMARK AFTER STORM STRUCTURE IS BROUGHT TO FINAL GRADE. \ hR. 36� ,IMV. = 52J: l � `ti � � � , � �� � \ r J ERTEN STING PIPE AND \ fs Ai '} �. 61 _ - �r" PROVIDE EADWALL, vv ) 5. DOWNSPOUT TO OUTLET INTO LANDSCAPED AREA USING A VELOCITY REDUCTION STRUCTURE. Ax WALL HOG T�= 12.5' 6. EXISTING STORM PIPE AND INLET TO REMAIN. �- \ ," / 541.40 A I,.' y30 540.90 T^BnENICkCliuTARK. �- t :,_ i�g2'La 1T01 'S7RUCTu \ . i /531 + --S -- _ 41 541.60 539 541.10 540.75 \ o g£ \ H.P! - + �, f.r Iii - - 541.40 60 .:. 540.9 s - • f :. „ �•. e I .. I • � NOTES• � 1a 542 .55 540.7 - - rcS \ 95 b V \ A A Q (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING ° � w w - - a •� 26.6'of s' STM o zooX • 5 I - O 154d.OQ UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY F Q • ~ \ DAMAGE TO THEM DURING CONSTRUCTION. V Q • v • • •d 1 A a Am x T \ LLI (B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1. 0) • N \ \ if?RESTAU AN a • + SITE AREA = t 13 AC ' 5 I --� (C) 6" AND 4" STORM CONDUIT IS P.V.C. SDR -35. E A 540.65 70 PARKING SP ES I 155 SEATS(D) 12" STORM CONDUIT IS ADS N-12, SMOOTH INTERIOR HDPE PIPE; REINFORCED AREA 1•55 :1541.25 \ F.F. 4 541.25 11cr_ CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL. 541. P. A AGE BUILDNV� HT. =�$.16 > 1\ GRA ' 540• • : X. BUIL IIN(I `SIT. = 25.00 I \ L1J o (E) UTILITIES, OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. - 541.75 6' V. _ �+ a + SINGLE STORY X125 I \ COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES PLAN (C3). m a 1.2 x•95 I I \ o \ I \ \ ir (F) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.1 AND G/C2.1. I II TMP 32-438 TARGET CORPOR'AWN DB 2678-264 PO 2789-125 h ED: PD -MCS \ USE: RETAIL l\ 1 I I I EX. LIGHT POLE \�� `I ISI 1 1 I IIID II '104 LLI I- O LEGEND EX GAS 10o PROPOSED CONTOUR - - - loo - - - EXISTING CONTOUR 100.50 1 PROPOSED ELEVATION - TOP OF CURB 100.00 PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT MAJOR FLOOD ROUTE ARROW 1 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS ANL BEFORE YOU DIG 40 CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 i w z .j (L �O a: 3:: W cj)D z oZ Q cc z :DD X41 � (� C 2 60F15 P I I 4 I I H i0 W I I Tm I I /I 1 I I I i I II I I I I I I II i II II I II I I II II I i I I I i I 1 1 1 1 I \ I 1 I I I I I I I I NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1. (C) 6" AND 4" STORM CONDUIT IS P.V.C. SDR -35. (D) 12" STORM CONDUIT IS ADS N-12, SMOOTH INTERIOR HDPE PIPE; REINFORCED CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL. (E) UTILITIES, OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES PLAN (C3). (F) COS RACTO1R SHALL G/C2STALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAI LEGEND too PROPOSED CONTOUR — — —loo — — — EXISTING CONTOUR 100.50 1 PROPOSED ELEVATION — TOP OF CURB 100.00 PROPOSED ELEVATION — PAVEMENT 100.00 PROPOSED ELEVATION — PAVEMENT MAJOR FLOOD ROUTE ARROW SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON—MEMBERS MUST BE CALLED DIRECTLY RESUBMITTED P&Z 09/06/06 — I N 102 1 q* I V) 13 FEB 2006 13 FEB 2006 W:AL7H DEPNrrNEff OLMMFrrAL 28 JUL 2005 BLDG DEPAARTLE err OLOWAL � Z a. Z D Q 0 �z w �o W u) _<a) °C w C2.1 7 OF 15 MANHOLES, CATCH BASINS AND GREASE TRAPS BACK FILL REQUIREMENTS FINISH GRADE OR SUB GRADE ZONNO ATE aANCTAL 13 FM A CONTRACTOR TO BACKFILL .. ...° ENON39 ,q ATE AZUL 2 INFLUENCE TRENCH OF STRUCTURE /�\/ //� WITH COMPACTED GRANULAR STRUCTURE STRUCTURE13FM BACKFILL, 98% STANDARD PROCTOR /��/j (FULL DEPTH). / / INFLUENCE TRENCH NOTE: PAVING THICKENS TO 9" AT CATCH BASIN (TYPICAL) MANUFACTURED OR FIELD CONSTRUCTED CATCH HEALTH DEPiRIMMaMWrrAL JILL 2005 OF STRUCTURE \\\/� BASIN MAY BE USED IF SITE CONDITIONS, LOCAL STANDARDS, AVAILABILITY, AND/OR COST MAKE FOR MANHOLES USE NEENAH FRAME AND GRATE R-1551, AN ALTERNATE PRACTICAL BID AS AN AND FOR CATCH BASINS USE NEENAH FRAME AND GRATE ALTERNATE AND CLARIFY IN BID. R-2502 B FOR HIGH CAPACITY CATCH BASINS USE NEENAH FRAME AND GRATE R-2580-C SERIES. RIM 4" PERFORATED P.V.C. PIPE, ASTM-D3034 _ ELEVA11ONS AS SHOWN ON THE SITE GRADING PLAN SHEET. 1 ELM DWATTi1ENT eIftfffAL ND DOMWEIGUtWu TION AT EACH CATCH BASIN, SEE DETAIL C/C2.1 GROUT PIPE INTO OPENING (TYPICAL) / DRAINAGE STRUCTURES SHALL BE 2' INSIDE REFER TO THE SITE GRADING PLAN BACKFILL TO BE PLACED IN 8" LIFTS AND TESTED EACH 24" DIMENSION PRE CAST OR BLOCK, PER CITY SHEET FOR PIPE TYPE AND SIZE. OF CHARLOTTESVILLE STANDARDS. DEPTH OF FILL - ((1) TEST PER STRUCTURE PER 2' FILL) CONTRACTOR TO UNDERCUT STRUCTURE LOCATIONS CERTIFIED BY REPUTABLE TESTING COMPANY, U W BASE BY 8". REPLACE WITH COMPACTED COMPARISONS SHALL BE DOCUMENTED PRIOR TO ISSUANCE OF C GRANULAR BACKFILL 95% STANDARD PAYMENT. DRUMM PROCTOR. * NO ON SITE FILL WILL BE ALLOWED FOR U11UTY 4.0 STRUCTURES UNLESS SPECIFICALLY APPROVED BY BOB EVANS REPRESENTATIVE C A UTILITY STRUCTURE BACKFILL REQUIREMENTS C2.1 NOT TO SCALE B STORM STRUCTURE DETAIL v ' C2.1 NOT TO SCALE �' m � C aei 0 U TYPICAL CLEAN OUT COVER IN ALL PAVED/CONCRETE AND LANDSCAPE 0 AREAS. NEENAH FOUNDRY CO. COLUMBUS, OH, PHONE: 614-876-9837. NEENAH - R-1976 CLEAN OUT COVERS FOR ALL SANITARY AND STORM CLEAN OUTS _0)) I COMPACT GRAVEL BASE tA --52 ° • . i)s � 1 NA� 1 �� NA/�A/�A ° �, ASPHALT, CONCRETE, LANDSCAPE OR SOD \j\\j\\j\\j\\j AREAS. SEE SITE GRADING PLAN SHEET r CLEAN OUT PLUG, 3 BELOW BOTTOM OF THE MANHOLE LID Z 4" DIA. x 10'-0" LONG P.V.C., SDR-35, PERFORATED TOP, (4) PER CATCH BASIN OR MANHOLE, (2) PER CURB INLET, SEE CLEAN OUT LOCATIONS MARKED C.O. ON GRADING AND UTILITY PLANS. Q ca SITE GRADING AND STORM PLAN O i = Q W FINGER DRAIN C2.1 NOT TO SCALE n CLEAN OUT DETAIL J ' IC2.1 NOT TO SCALE J LL U Q m PAVED UNPAVED AREA NOTE: 0 SURFACE SEE PAVEMENT DETAIL FOR (SEE NOTE 3) 1. BEDDING THICKNESS UNODER PIPE BARREL b, SHALL BE 1/8 OF Bc; 4" MIN. Bc IS OUTSIDE DIAMETER OF PIPE AT BELL PAVEMENT SECTION Z Q Z \` 2. THE HAUNCH AREA OF THE PIPE MUST BE FULLY SUPPORTED; THEREFORE THE BEDDING MATERIAL SHALL BE HAND r COMPACTED AGGREGATE 1" \\\\\\\\//\\ SUITABLE ONSITE MATERIAL, PER PLACED AND COMPACTED l UNDER THE PIPE HAUNCH. A/\/\/\/\ MAX. DIAMETER, COMPACTED \\//\\/j\\/j\/ SECTION 02200 PART 2-1 AND TO 98% STD. PROCTOR \///\///\////// COMPACTED TO 95X STD. PROCTOR3. IF UNPAVED AREA IS WMIHIN 10' OF PAVEMENT OR STRUCTURE THEN FOLLOW TRENCH GUIDELINES FOR PAVED AREA. 1 SECTION 02200 \\j\\/\\j\\j\\\ (TO BE PLACED IN 8 LIFTS MAX.) (n ' • �� t \//\//\//\//\ W Q \\ 4. PIPE DIAMETER OF 4" COR SMALLER SHALL HAVE A MAXIMUM TRENCH WIDTH OF 12". TRACER WIRE f14 THIN BLUE a Z TRACER WIRE #14 THIN BLUE FOR FOR SEWERAYELLOW FOR GAS5. BEDDING AND INITIAL BAACKFILL SHALL BE SAND FOR ALL UTILITY CONDUIT CARRYING WATER, ELECTRIC, GAS, AND , FOR WATER, GREEN FOR VA/VA/VA/ / TELEPHONE. _= SEWER, YELLOW FOR GAS, \///\/\ // ORANGE FOR COMMUNICATIONS - ` ORANGE FOR COMMUNICATIONS \\ \\ \ \\ \� INTiAL BACKFILL ANY DEVIA11ON FROM THE ABOVE DETAILS AND SPECIFICATIONS MUST HAVE WRITTEN APPROVAL FROM THE ON-SITE BOB co as INITIAL BACKFILL ,. �' , EVANS REPRESENTATIVE. de a 0 BEDDING AND INITIAL BACKFILL TO BE BEDDING AND INITIAL BACKFILL TO BE . a COMPACTED GRANULAR MATERIAL 1/2" COMPACTED GRANULAR MATERIAL 1/2" NOMINAL DRAINAGE FILL, SEE NOTE 5. NOMINAL DRAINAGE FILL, SEE NOTE 5 SECTION 02200 SECTION 02200 NOT TO SCALE NOT TO SCALE N IAB PROJECT NUWBEFs 62-12656-00-M D0-W26 G UTILITY TRENCH BACKFILL REQUIREMENTS C2.1 NOT TO SCALE C2.2 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 8 OF 15 ... SEDIMENT AND EROSION CONTROL NOTES MUN = OF SEDIMENT - CONTROL PRACTICES: DITCH BARRIERS: EROSION AND SEDIMENT CONTROL NARRATIVE SEDIMENT CONTROL PRACTICES SHALL BE FUNCTIONAL THROUGHOUT EARTH- DISTURBING ACTIVITY. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE. ORIENTED PERPENDICULAR TO THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE SETTLING FACILITIES, PERIMETER CONTROLS. AND OTHER PRACTICES INTENDED TO TRAP SEDIMENT SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING AND ANOTHER' PLAN DffiGNllR: I I I I I I I I i 1 1 WITHIN SEVEN DAYS FROM THE START OF GRUBBING. THEY SHALL CONTINUE TO FUNCTION UNTIL THE UPSLOPE DEVELOPMENT AREA IS RESTABILIZED. THE REMAINING STEPS FOR INSTALLING A STRAW BALE BARRIER FOR SHEET FLOW APPLICATIONS APPLY HERE. WITH THE FOLLOWING ADDITION. ms consultants, Inc. � N I l"2 V 1 10 STAB CATION OF NON STRUCTURAL PRACTICES: THE STRAW BALES SHALL BE INSTALLED SUCH THAT UNDERCUTTING BENEATH THE BALES IS IMINIMIZED BY THE USE OF ROCK CHECK DAMS PLACED ADJACENT TO THE 2221 SCHROCK ROAD SUBMFr CONTROL PRACTICES SHALL PRESERVE EXISTING VEGETATION WHERE ATTAINABLE AND DISTURBED AREAS SHALL BE RE-VEGETATED AS SOON AS PRACTICAL AFTER STRAW BALES. COLUMBUS, OHIO 43229-1547 ZONINGsNMTAI_ PHONE: (614) 898-7100 FAX: (614) 898-7570 3� � 1008 GRADING OR CONSTRUCTION. THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS OF THE END BALIES ARE HIGHER IN ELEVATION THAN THE TOP OF THE LOWEST MIDDLE DENUDED AREAS SHALL HAVE SOIL STABILIZATION APPLIED WITHIN FOURTEEN DAYS IF THEY ARE TO REMAIN DORMANT FOR MORE THAN FORTY-FIVE DAYS. BALE TE) ASSURE THAT SEDIMENT-LADEN RUNOFF WILL FLOW EITHER THROUGH OR OVER THE BARRIER BUT NOT AROUND IT. Q�i� q UM 6EUT 13 FW 2008 8 BOB EVANS FARMS PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN FOURTEEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE, AND SHALL ALSO BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT MAINTENANCE FARMS,INC. HEeAL1H CTJAiiili@IT EIAJ�/Ttri1L 3776 SOUTH HIGH STREET 28 JM 200J (UNDISTURBED) FOR LONGER THAN FORTY-FIVE DAYS. STRAW BALES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILIY DURING PROLONGED RAINFALL COLUMBPHONE: US, OHIO 43207 2225 FAX: (614) 492-4990 BLDCL DEPARTIMENT BIJ�EAL SEDIMENT BARRIERS: CLOSE ATTENTION SHALL BE PAID TE) THE REPAIR OF DAMAGED BALES. END RUNS AND UNDERCUTTING BENEATH BALES. SHEET FLOW RUNOFF FROM DENUDED AREAS SHALL BE INTERCEPTED BY SEDIMENT BARRIERS. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PRKOMPTLY. DIECIIAHM. BD TION SEDIMENT BARRIERS SUCH AS SEDIMENT FENCE OR DIVERSIONS TO SETTUNG FACILITIES SHALL PROTECT ADJACENT PROPERTIES AND WATER RESOURCES FROM BOB EVANS FARMS. INC. SEDIMENT TRANSPORTED BY SHEET FLOW. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL THEY MUST BE REMOVED WYHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF 3776 SOUTH HIGH STREET THE HEIGHT OF THE BARRIER. COLUMBUS, OHIO 43207 INLET PROTECTION: PHONE: (614) 491-2225 FAX: (614) 492-4990 ALL STORM SEWER INLETS WHICH ACCEPT WATER RUNOFF FROM THE DEVELOPMENT AREA SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER WILL NOT ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TE) CONFORM TO THE EXISTING GRADE, ENTER THE STORM SYSTEM WITHOUT FIRST BEING PONDER AND FILTERED. PREPARED AND SEEDED. MAINTENANCE: SEDIMENT FENCE: THE SITE IS BORDERED TO THE NORTHEAST BY THE DEVELOPMENT'S DETENTION POND, TO THIS SEDIMENT BARRIER UTILIZES STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR THE SOUTHEAST BY ROUTE 29. SEMINOLE TRAIL, AND TO THE WEST BY COMMERCIAL TEMPORARY EROSION CONTROL FEATURES SHALL BE ACCEPTABLY MAINTAINED AND SHALL BE REMOVED OR REPLACED WHEN DIRECTED BY THE ENGINEER AT NO ■ COST TO THE OWNER. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS. OVERLAND ROWS ARE EXPECTED. DEVELOPMENT. U W TO 1. THE HEIGHT OF A SEDIMENT FENCE SHALL NOT EXCEED 38-INCHES (HIGHER FENCES MAY' IMPOUND VOLUMES of WATER SUFFICIENT CAUSE FAILURE OF THE CRITICAL AREa STOCKPILES: A3: ■� ALL SOIL STOCKPILES SHALL BE PROTECTED FROM EROSION BY PERIMETER CONTROL DEVICES SUCH AS STRAW BALE DIKES OR FILTER FABRIC FENCES. AND STRUCTURE). NO AREA OF THE SITE APPEARS TO BE CRITICAL. ALL SITE AREAS WILL BE CONDUCTED .. THESE PERIMETER CONTROL DEVICES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH (OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE THROUGH THE STORM SYSTEM DISCHARGING TO THE EXISTING DETENTION POND. 0) PERMANENT VEGETATION: NECESSARY, FILTER GOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A, MINIMUM 6-INCH OVERLAP, AND SECURELY SEALED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL GROUND COVER IS ACHIEVED WHICH IN THE OPINION OF THE ENGINEER PROVIDES 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION RNID DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 2 FEET). WHEN EROSION AND SITE RUNOFF WILL BE CONTROLLED BY THE USE OF INLET PROTECTION AT.. ADEQUATE COVER AND IS MATURE ENOUGH TO CONTROL SOIL EROSION SATISFACTORILY AND TO SURVIVE ADVERSE WEATHER CONDITIONS. EXTRA STRENGTH FABRIC IS USED WITHOUT THE ARE SUPPORT FENCE. POST SPACING SHALL. NOT EXCEED 6 FEET. Cd PROPOSED CATCH BASINS AND SILT FENCE ON THE DOWN HILL SIDE OF SLOPES. U. CONSTRUCTION ACCESS ROUTES: 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALLONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. Sr= CONTACT: 0 MEASURES SHALL BE TAKEN TO PREVENT SOIL TRANSPORT ONTO SURFACES OR PUBLIC ROADS WHERE RUNOFF IS NOT CHECKED. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A ARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING BOB EVANS FARMS. INC. INSPECTION SCHEDULE: HEAVY DUTY ARE STAPLES AT LEAST 1-INCH LONG, TIE WIRES OR HOG RINGS. THE WARE SHiALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES AND SHALL 3776 SOUTH HIGH STREET C of 1. DIVERSION SWALE AND STRUCTURAL PROTECTION - INSPECT EVERY 7 DAYS OR AFTER EACH RAINSTORM PRODUCIN3 RUNOFF. REPAIR AS REQUIRED. NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. COLUMBUS, OHIO 43207 0 WATER ROW IS RESTRICTED BY SEDIMENT 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AIND 6-INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. PHONE: (614) 491-2225 FAX: (614) 492-4990 INLET PROTECTION -INSPECT FOR SEDIMENT ACCUMULATION AFTER EACH RAINFALL AND DAILY DURING CONTINUED RAINFALL REPAIR OR REPLACE WHEN THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. U C WM 3. VEGETATIVE PLAITING - INSPECT AFTER SPROUTING OCCURS AND REPLANT BARE AREAS. INSPECT ESTABLISHED COVER EVERY 15 DAYS FOR DAMAGE; 7. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSURE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED IN SUCH A CASE, THE W REPLANT AS REQUIRED. MAINTAIN ESTABLISHED COVER AT MAXIMUM 6' HEIGHT. IRRIGATE AS REQUIRED DURING DRY PERIODS TO MAINTAIN LIVE VEGETATION. FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS IOF ITEM NO. 6 APPLYING. CONSTRUCTION SEQUENCE: & THE TRENCH SHALL BE BACKFILLED AND SOIL COMPACTED OVER THE FILTER FABRIC. 1. INSTALL SEDIMENT CONTROL MEASURES 9. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE:, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY 2. ROUGH GRADE SITE AND STOCKPILE TOPSOIL STABILIZED. 3. TEMPORARY VEGETATION 40 4. INSTALL STORMWATER MANAGEMENT MEASURES+ , lllAldTENANCE • ZL-.._-� 5. INSTALL ROAD AND PARKING BASE 6. SURFACE ROADS AND PARKING SEDIMENT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY 7. FINAL GRADING REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 6. PERMANENT VEGETATION 9. INSTALL LANDSCAPING SHOULD THE FABRIC ON A SEDIMENT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEIFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE 10. PERFORM CONTINUING MAINTENANCE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOIVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF M THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PUKE AFTER THE SEDIMENT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED. EXOSTING PAVEMENT 6" MIN. STONE 31 S.� INSTALLATION AND MAINTENANCE GUIDELIN%S fo FILTER q_OTH MOUNTABLE BERM Q JNS�; THE EMPTY BAG SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS Z ON ENO. IF USING OPTIONAL OIL ABSORBENTS; PLACE (ABSORBENT PILLOW IN POUCH, ON PROFILE = Q THE BOTTOM (BELOW-GRADE SIDE? OF THE UNIT. ATTAOCH ABSORBENT PILLOW TO TETHER LOOP. TUCK THE ENCLOSURE FLAP INSIDE M COMPLETTELY ENCLOSE THE GRATE. HOLDING T14E LIFTING DEVICES (DO NOT RELY ON LIFTING DEVICES TO SUPPORT THE ENTIRE WEIGHT OF U THE GRATA. PLACE THE GRATE INTO ITS FRAME MAINTENANCE; REMOVE ALL ACCUMULATED SEDIMENT AND) DEBRIS FROM SURFACE AND VICINITY OF UNIT AFTER EACH STORM EVENT. REMOVE SEDIMENTF THAT HAS ACCUMULATED WITHIN THE ENSTING GROUND Q CONTAINMENT AREA OF THE BAG AS NEEDED. IF USING OPTIONAL OIL ABSORBENTS; REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATIOON. 40) J��j����� EXISTING PAVEMENT O DANDY BAGS OR APPROVED EQUAL" O� F� CE�RTE� ' Z CLOSE VELCRO a CLOSURE O GRATE a: U PLAN VIEW H ~ 000o O cn Z LIFTING STRAPS ALLOW W EASY ENT OF Cc "IT TH` TE 0 0 0 0 STABILIZED CONSTRUCTION ENTRANCE O O O OC2.2 NOT TO SCALE 0 00 00 w STANDAARD FABRIC IS AN NOTES: ORANGE.' WM 1. STONE SIZE - USE 2- STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. NOTES: MONOFILUMENT 1. ARE MESH TO BE BENT, LAID FLAT ON 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET. BOTTOM OF TRENCH AND BACKFILLED. GRATE DANDY BAGs OR APPROVED EQUAL 3. THICKNESS -NOT LESS THAN SIX (6) INCHES. 2. POSTS TO BE DRIVEN A MIN. OF TWO FEET (2') INTO GROUND. - - - _-_-_- 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR M PLACING OF STONE. D 6. SURFACE WATER - ALL SURFACE WATER ROWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF N PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. A FILTER FABRIC FENCE DETAIL C2.2 NOT TO SCALE 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACK OR ROWING OF SEDIMENT ONTO PUBLIC N8 PROJECT I RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TEP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CIFANOUT ANY 62-12654-00-M MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. DO-W26 6. WASHING - WHEELS SHALL BE CLEANED TO REMOVED SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, ri'*�'NINLET PROTECTION IN PARKING LOT AREAS IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE �.2NOT TO SCALE 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. RESUBMITTED P&Z 09/06/06 C2•3 DATE SUBMITTED 02/13/06 9 OF 15 H I I N W rl M W / \ i �\ HOLLYMEAD TOWNCENTER \ \ \\ BLOCK 1 LOTB / / _— \ _ \ DB 29 -22, 3B 2672-727, DB -- \\ 661--96- 1. 6� f -�' 1. 4 CRES �- Z D: P -M6- tf&jj� NDEW-LOPED :AD TOWNCENTER 3LOCK Cl LOT B 02-32105 2, DB 2672-727, DP -- 1661-116 B-1661-116 .97 ACRES NED: PD -MC UNDEVELOPED — X SAN EX W 1 I - ESMT N - ESMT II TMP 32-436 II TARGET CORPORATION d zu.w I I I I I 0 rt ul m a m OKEYED NOTESO 1. GAS LINE TO BE SIZED BY GAS COMPANY. RUN UNE FROM METER TO EXISTING GAS MAIN PER RECOMMENDATIONS OF GAS COMPANY. ALL MATERIALS AND INSTALLATION ARE TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND N.F.P.A. STANDARDS. INCLUDE TWO GUARD POSTS AT METER LOCATION. 2. UNDERGROUND ELECTRICAL SERVICE FROM POWER COMPANY SOURCE. PAD MOUNTED TRANSFORMER AND THE PRIMARY SERVICE CONDUCTORS BY THE POWER COMPANY. CONTRACTOR SHALL PROVIDE THE PRIMARY CONDUIT(S) (QUANTITY, SIZE, TYPE,-) AS REQUIRED FROM THE POWER COMPANY ELECTRIC SERVICE SOURCE (EITHER EXISTING OR NEW) TO THE PAD MOUNTED TRANSFORMER. CONTRACTOR SHALL INSTALL GUARD POSTS AND CONCRETE PAD PER ALL STATE AND LOCAL CODES, POWER COMPANY, N.F.P.A., AND N.E.C. STANDARDS. (AS APPLICABLE). CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY AND VERIFY THE TRANSFORMER LOCATION, PAD SIZE, ORIGIN OF SERVICE, AND ALL STANDARDS FOR WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE SECONDARY SERVICE FEEDERS AS PER THE ELECTRICAL RISER DIAGRAM. SEE SWITCHBOARD ELEVATION AND RISER DIAGRAM ON ELECTRICAL SHEETS. 3. SITE LIGHT. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 4. BOB EVANS BUILDING SIGNS, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 5. INSTALL 1000 GAL GREASE INTERCEPTOR PER ALL GOVERNING CODES. SET LID FLUSH WITH GRADE. SEE PLUMBING SHEETS FOR DETAIL. CONTRACTOR TO CONSTRUCT CONCRETE SLAB PER DETAIL ON PLUMBING SHEETS. 6. 2" PVC (ANSI/AWWA STANDARD C901-96) DOMESTIC AND IRRIGATION COMBINATION SERVICE LINE, PER ALL GOVERNING CODES. CONTRACTOR MUST VERIFY REQUIREMENTS OF LOCAL CODES, UTILITY COMPANY AND GOVERNING OFFICIALS. INCLUDE IN BASE BID ALL ADDITIONAL VALVES, PIPING, STRUCTURES, ETC., THAT WILL BE REQUIRED. INCLUDE GATE VALVE AND WELL AT MAIN MAINTAIN A MINIMUM PRESSURE OF 40 P.S.L. (SEE NOTE G). 7. 6" P.V.C. SANITARY SEWER. ASTM D-3034, SDR -35. THE SANITARY LINE SHOULD HAVE A SLOPE OF 1 TO 276, CONTACT THE ENGINEER ONCE TIE-IN INVERT IS LOCATED TO VERIFY SLOPE. CONTRACTOR TO COMPLY WITH LOCAL CODES FOR MINIMUM SLOPES. 8. 3" SCHEDULE 40 P.V.C. SLEEVE FOR IRRIGATION LINE. CONTRACTOR TO FLAG ENDS OF SLEEVES. 9. CONTRACTOR SHALL TAP INTO THE EXISTING SANITARY SEWER SERVICE LINE. COORDINATE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS. (SEE NOTE H) 10. "CARRY HOME KITCHEN" BUILDING SIGN. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 11. CONTRACTOR TO CIRCUIT LIGHT FIXTURE(S) TO SECURITY CIRCUIT, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 12. LOCATION OF MAIN POWER LINE IS ESTIMATED FROM EASEMENT INFORMATION. LJJ CONTRACTOR TO FIELD VERIFY ACTUAL LOCATION. 13. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE O APPROVED BY BOB EVANS REPRESENTATIVE. ry 14. CONTRACTOR IS TO LOWER GAS MAIN IF REQUIRED TO MAINTAIN COVER. COORDINATE WITH THE GAS PROVIDER. SEE SHEET C2 FOR PROPOSED GRADES OVER GAS LINE. 15. CONTRACTOR IS TO INSTALL DUCTILE IRON THE TAP TO THE METER PIT. WATERLINE TO BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 16. PROPOSED METER PIT. (A) ALL EXISTING UTILITIES, AS TAKEN FROM SURVEY BY RIVANNA ENGINEERING AND SURVEYING AND PART FROM RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO OR UPON PREMISES SHOWN ON PLAN. (B) CONTRACTOR RESPONSIBLE FOR MAINTAINING A MINIMUM COVER OF 4.0' GRADE OVER PROPOSED WATER LINE. (C) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (D) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A MINIMUM VERTICAL CLEARANCE OF 18" AND/OR HORIZONTAL CLEARANCE OF 10' BETWEEN WATERLINES AND SANITARY SEWER LINES. (E) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1. (F) STORM SEWER SHOWN HERE FOR REFERENCE ONLY. COORDINATE WITH SITE GRADING PLAN (C2). (G) CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING UTILITY LINES. PROPOSED UTILITIES SHOULD TIE INTO EXISTING UTILITIES AT A POINT LOCATED AS CLOSE TO THE PROPOSED BUILDING AS POSSIBLE, IF CONDITION OF EXISTING UTILITY ALLOWS. REMOVE AND DISPOSE OF ANY UNUSED PORTION OF THE EXISTING UTILITY LINE. (H) SANITARY SERVICE TIE IN AS PER PLAN, TO BE FIELD VERIFIED BY CONTRACTOR. THE CONTRACTOR SHALL TRY TO TIE THE PROPOSED SANITARY SEWER SERVICE TO THE EXISTING SANITARY SERVICE WITHIN THE PROPERTY LINE. REMOVE ANY UNUSED POR11ON OF THE EXISTING UTILITY LINE. (1) CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AND TRENCH WHERE PROPOSED UTILITY CONDUIT IS NEEDED. REPAIR PAVEMENT AFTER UTILITY CONDUIT IS PROPERLY INSTALLED AND BACKFILLED AS PER NOTE J. (J) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.1 AND G/C2.1. EX GAS (K) CONTRACTOR TO CIRCUIT SITE LIGHTS AND SIGNAGE TO BUILDING, SEE ELECTRICAL SHEETS FOR CIRCUITS AND PANELS. mmmmm s©©s© l :� : = = 11.1.•: 9VC�0 OM al*fITAL 13 FM 2M HMUH UPARTMOff etMWffAL 28 JUL zoos ELM DWAF FMW aftfITAL " ()l/o •c C cd .. C 0 U -� 0 E is I N i SCALE: 1"=20' RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 C3 10 OF 15 Z 1o Q cf) � W E �W o� SCALE: 1"=20' RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 C3 10 OF 15 Wc 2EASEMENT 0' DRAINAGE DB 2916-22 a I DB 2789-125 DB 2678-389 D�I H14 Wo 0 D BENCHMARK: TOP OF STORM STRUCTURE ELEVATION =540.51 (USGS NAVD 88 DATUM) w ' ESMT W C-7 EX. 8" PVC _�- —/EX SAN EX SAN ESMT d Ld CONSTRUCTIION SAI CROSS -ACCESS EASEMENT �^ DB 2916-22 DB 2678-425 SEMENT - 1678-405 w ESMT WV PR. E.O.P. FH ESMT — PLANT LIST: aT' LJ i z a w SAN ESMT — 0' SAN. SEWER EASEMENT TMH DB 2916-22 EX SAN SAN i � . ,.. �.. ...... � 'CON N ow-. - CF 74 p Tpo i E GAS W —t-- ESMT CD ESMT O Liz EX GAS I - ESMT a i 0 C� 1NS3 wm i 15' ELECTRIC EASEMENT 4MT 20' SAN. SEWER EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 I w L Z Q coW PLANTING SIZE CONT. SIZE x w Lo ORAINA E EASEMENT N ARO 3 � DB 271 -125 L 3 1/2- CAL. \ a AOG O AOG L0 3 1/2- CAL. B&B moll., ORNAMENTAL TREES a / N RIVER BIRCH 2 w B&B O I 5 EVERGREEN TREES i mwAbo INS ILEX x 'NELLIE R. STEVENS' NELLIE STEVENS HOLLY 3 7-8' HT. B&B SHRUBS VBW VIBURNUM 'BURKWOODII' 'BURKWOODII' VIBURNUM 3 36-48" HT. No. 5 CONT. TMH TAXUS MEDIA 'HICKS' HICK'S YEW 16 18-24" HT. B&B IGH ILEX GLABRA INKBERRY HOLLY 73 24-30" HT. No. 3 CONT. DGN DEUTZIA GRACILLIS 'NIKKO' NIKKO DEUTZIA 27 18-24" HT. No. 3 CONT. FLG FORSYTHIA x INTERMEDIA 'LYNWOOD GOLD' FORSYTHIA 'LYNWOOD GOLD' YELLOWBELLS 12 30-36" HT. B&B JHB JUNIPERUS HORIZONTALIS BLUE RUG JUNIPER 17 24-30" SP. No. 3 CONT. ALR ABELIA x GRANDIFLORA 'LITTLE RICHARD' ABELIA 'LITTLE RICHARD' 19 15-18" HT. No. 3 CONT. COB CEPHALANTIS OCCIDENTALIS BUTTONBUSH 1 30-36" HT. B&B �°o ORNAMENTAL GRASS/PERENNIALS �'� � PAH PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAINGRASS 37 No. 2 CONT. �Iii► I �w w Y►ai. MORE,.., 12. .4, W �0>� SAN ESMT — 0' SAN. SEWER EASEMENT TMH DB 2916-22 EX SAN SAN i � . ,.. �.. ...... � 'CON N ow-. - CF 74 p Tpo i E GAS W —t-- ESMT CD ESMT O Liz EX GAS I - ESMT a i 0 C� 1NS3 wm i 15' ELECTRIC EASEMENT 4MT 20' SAN. SEWER EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 I w L Z Q coW PLANTING SIZE CONT. SIZE x w Lo ORAINA E EASEMENT N ARO 3 � DB 271 -125 L 3 1/2- CAL. DB 26 -389 AOG O AOG L0 N BOTANICAL NAME COMMON NAME x w PLANTING SIZE CONT. SIZE DECIDUOUS TREES ORAINA E EASEMENT ARO ACER RUBRUM 'OCTOBER GLORY' DB 271 -125 11 3 1/2- CAL. DB 26 -389 AOG ACER RUBRUM 'OCTOBER GLORY' AOG 5 3 1/2- CAL. B&B ORNAMENTAL TREES a / N RIVER BIRCH 2 w B&B EVERGREEN TREES i INS ILEX x 'NELLIE R. STEVENS' NELLIE STEVENS HOLLY —i+'►- JEX GAS w N W cn W KEY BOTANICAL NAME COMMON NAME QTY PLANTING SIZE CONT. SIZE DECIDUOUS TREES ARO ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 11 3 1/2- CAL. B&B AOG ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 5 3 1/2- CAL. B&B ORNAMENTAL TREES BNR BETULA NIGRA RIVER BIRCH 2 2 1/2- CAL. B&B EVERGREEN TREES INS ILEX x 'NELLIE R. STEVENS' NELLIE STEVENS HOLLY 3 7-8' HT. B&B SHRUBS VBW VIBURNUM 'BURKWOODII' 'BURKWOODII' VIBURNUM 3 36-48" HT. No. 5 CONT. TMH TAXUS MEDIA 'HICKS' HICK'S YEW 16 18-24" HT. B&B IGH ILEX GLABRA INKBERRY HOLLY 73 24-30" HT. No. 3 CONT. DGN DEUTZIA GRACILLIS 'NIKKO' NIKKO DEUTZIA 27 18-24" HT. No. 3 CONT. FLG FORSYTHIA x INTERMEDIA 'LYNWOOD GOLD' FORSYTHIA 'LYNWOOD GOLD' YELLOWBELLS 12 30-36" HT. B&B JHB JUNIPERUS HORIZONTALIS BLUE RUG JUNIPER 17 24-30" SP. No. 3 CONT. ALR ABELIA x GRANDIFLORA 'LITTLE RICHARD' ABELIA 'LITTLE RICHARD' 19 15-18" HT. No. 3 CONT. COB CEPHALANTIS OCCIDENTALIS BUTTONBUSH 1 30-36" HT. B&B ORNAMENTAL GRASS/PERENNIALS PAH PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAINGRASS 37 No. 2 CONT. GENERAL NOTES: EX GAS REMOVE ALL TAGS. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. FASTEN WITH NEOPRENE TIE WRAPS OR 5/8" BLK. RUBBER HOSE & WARE • 2" X 2" OAK STAKE SET AT APPX. 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO SUBGRADE AND SET INTO PREVAILING WINDS. MULCH AS PER SPECIFICATIONS FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD NTH WATER TWICE DURING FIRST 24 HOURS. BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL PLACE ROOT BALL ON UNDISTURBED SUBGRADE. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. REMOVE ALL TAGS. TOP OF BALL TO BE AT LAWN GRADE. MULCH AS PER SPECIFICATIONS. FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL i PLACE ROOT BALL ON UNDISTURBED SUBGRADE. L1.03 SCA' PLANo'"G DETAIL LE: NONE TREE CANOPY DATA L1.02 SCALE: REMOVE ALL TAGS. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. FASTEN WITH NEOPRENE TIE WRAPS N OR 5/8 BILK. RUBBER HOSE & WIRE • ZONNC# IIf1E BLAUL 2" X 2" OAK STAKE SET AT APPX. 13 FEB • M 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO 9NGDEERWq aM SUBMITTAL SUBGRADE AND SET INTO PREVAILING WINDS. � FEB i N6 MULCH AS PER SPECIFICATIONS HE4L7H DWARiLMT OUBMI11i FORM EARTH SAUCER WITH 3" HIGH BERM. 28 JJL FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. BLDQDEPARr1I3IT84GWTTAL BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL ND PLACE ROOT BALL ON UNDISTURBED SUBGRADE. PLANT DESCRIPTION QUANTITY %a ME AREA OF CANOPY TOTAL (S.F.) OF TREE CANOPY ACER RUBRUM 'OCTOBER GLORY 16 2..5" CAL. EA. 452 7,232 BETULA NIGRA 2 2..5" CAL, EA 464 928 TOTAL= 8,160 S.F. PROVIDED 4,923 S.F. REQUIRED (10% OF SITE AREA) PARKING LOT DATA PARKING STALL AREA = 9,140 S.F. 0.21 AC. (18X) VEHICULAR CIRCULATION AREA = 11,390 S.F. 0.26 AC. (23X) ALL PLANT MATERIALS TO COMPLY WITH THE LATfEST EDITION OF A.N.A. STANDARDS FOR NURSERY STOCK AND BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM INSTALLATION DATE. LANDSCAPE CONTRACTOR IS TO VERIFY LOCATION) OF ALL UNDERGROUND UTILITIES AND RECEIVE APPROVAL FROM GC OR SITE SUPERVISOR, IF NECESSARY, TO MAKE CHANGES IN PLANT LOCATIONS. LANDSCAPE CONTRACTOR MUST COORDINATE WITFH GENERAL CONTRACTOR AND OTHER SITE OPERATIONS. MINOR ADJUSTMENTS TO THE PLANT LOCATIONS BARE TO BE MADE IN THE CASE OF ANY CONFLICTS WITH PROPOSED UTILITIES. LANDSCAPE ARCHITECT TO BE NOTIFIED IF/WHEN THESE CHANGES DO ARISE. ALL PLANTING BEDS AND FREE STANDING TREES TO BE MULCHED WITH 3" OF GRADE "A" CYPRESS MULCH. BEDS ARE TO BE GRADED SMOOTH AND FREE OF SOIL CLODS AND STONES. ALL TREES TO BE STAKED AND WRAPPE=D WITH ASPHALTIC WRINKLE KRAFT TREE WRAP. ALL PLANTS ARE TO BE REMOVED FROM CONTAIMERS, CAGES AND NON -BIODEGRADABLE MATERIALS. GENERAL CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADES; LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND TO PROVIDE 4" OF AMENDED TOPSOIL FOR PLANTING BEDS. ALL ORGANIC MATTER AND DEBRIS ARE TO BE REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR. LAWN AREAS AND BEDS SHOULD BE FREE OF STONES GREATER THAN 2". PLANT QUANTITIES HAVE BEEN PROVIDED FOR CONVENIENCE ONLY; THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR HIS OWN "TAKE OFFS". DRAWING PREVAILS OVER WRITTEN QUANTITIES. PLANTING BEDS SHALL BE TREATED WITH A PRE -EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIFIED RATE UNLESS OTHERWISE NOTED. PLANTING SHALL BE FERTILIZED UPON INSTALLATION. RECOMMENDED FERTILIZER BE MIXED WITH BACKFILL AT PRODUCT SPECIFIED RATE. BED EDGE SHALL BE SMOOTH, CONSISTENT 4 1/2- DEEP AND HAND CUT, EDGES TO BE LOCATED BETWEEN ALL BEDS (INCL. TREES) AND LAWN AREAS. CONTRACTOR TO SOD ALL AREAS SPECIFIED UNLESS OTHERWISE DIRECTED BY THE GENERAL CONTRACTOR. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF THE TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. SEE SHEET L2 FOR OVERALL LANDSCAPE PLAN. 0 10 20 30 40 SCALE: 1"=20' RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 ws PnaEer nuMBee 62 -12656 -00 -DD DO -0326 L1 11 OF 15 1 1 I I I I I I I I 11 N 0 V 10 Q e ZON M NM SLU/rrAL 13 FEB 2006 ENGr� WM SIIRITAL 13 FEB 2006 HEALTH DEPARr1@fraOM rrAL Q 28 AL 2005 0 DO DE'Mi111 eir am rrAL ND IN o \ R o r o Q \` C ® \ D 0) ® 0 ° 0 j"S3 M EOP. pp_eay. N b 888 icy f +T yP C50; • >, _ d N5013 fo A ® Q Q� n ;..�gilw ° LTJ 40I all < EX CAS Q �p , , y �+ R �/� EX • EX CAS ESMT I �I � . .. • �° i T (j) -�- @88 , O _- ESMT ESNT STT z T Z / - ESMT SMT ESNT ESM ESMT 1 1 ESMT i Q ~ • C7�� �-- IX S �'"�-� EX SAN �� EX SAN �— IX � Q _ EX SAN I EX SAN / � 2667 325 �— EX SAN �EX ;SAN J IX SAN EX SAN / SAN1 IX SAN ESMT IX SAN EX SAN �'— SAN n, �y ESMT ESMT SM Lwl- ESMT ESNT / ESMT %g • _ ' www 22.8 w"" 247 P W LTJ I I O Q ROUTE 29 SEMINOLE TRAIIL VMRME VW7H R/w PROPOSED LANDSCAPE PLAN N (FOR REFERENCE ONLY. SEE SHEET L1 FOR REQUIRED LANDSCAPE PLAN) NOTE: THIS PLAN IS FOR REFERENCE ONLY. SEE SHEET MS PROS NUMBEFs L1 FOR REQUIRED LANDSCAPE 62-12656-00-M INSTALLATION. 0 15 30 45 60 DO -0326 SCALE. i"=30' 11 RESUBMITTED P&Z 09/06/06 L 2 V= I DATE SUBMITTED 02/13/06 12 OF 15 r_ I I 4 I I [M Ica IC4 C z pa D D 9 D D D ' Al 1 1/2" 1.5" FLO 11.14 a METER SLEEVE GPM 2" SLEEVE D _ P 2 SLEEVE - ASTER - VALVE i A6 1 1/2" / a. 1.5' RPZ BACKFLOW PREVENTER IN PROTECTIVE COVER. VERIFY LOCATION IN FIELD. 8.96 • ° , ,, : a �� � GPM " SLEEVE ° a RESTAURANT WIRELESS RAIN SITE AREA = f1.13 AC SENSOR AND RAIN 70 PARKING SPACES SHUT OFF DEVICE ° ' ' 155 SEATS TO BE INSTALLED F.F. = 541.25PER - J MANUFACTURER'S ° •• AVERAGE BUILDING HT. = 18.16' SPECSIFICATIONS.MAX. BUILDING HT. = 25.00 RAIN SENSOR TO �' SINGLE STORY BE INSTALLED ON 4. a ROOF NEAR CONTROLLER. VERIFY LOCATION 3" SLEEVE WITH OWNER. - -- --- - - - -- J A5 1 1/2" 13.74 �A 5 GPM IRRIGATION CONTROLLER TO BE LOCATED HERE. ELEC. SERVICE BY GEN. CONTRACTOR. INSTALL INSTALL IRRIGATION CONTROLLER PER MANU' HEADS AT EDGE OF X"'I" SLEEVE SPECIFICATIONS. 1" CURB. ADJUST SPACING CONDUIT THROUGH BLDG. AND NOZZLES AS WALL FOR CONTROL WARE NEEDED TO PROVIDE BY GENERAL CONTRACTOR PROPER COVERAGE. TO BE COORD. BY IRRIG. , CONTRACTOR. A4 1 1/2' MIT A 4.16 GPM I A2 1 1/2" NOTES THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE, FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNERS REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE SYSTEM BY THE OWNER. CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW 45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND VOLUMES. IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COVERAGE. FIELD ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIMPLIFY INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VALVES, ISOLATION VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REWIRED. THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLAS-MC LOCKABLE CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZONES AND SHRUB SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATION. IRRIGATION CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN. PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDER WALKS, STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDUCE QUANTITY OF SLEEVING MATERIALS. WHEN INSTALLING IRRIGATION PIPE ALONG CURBS OR IM ISLANDS, PLACE PIPE AS CLOSE TO CURB AS POSSIBLE TO ALLOW FOR PLANTING OF TREES AND SHRUBS. ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIIN DRY OF DIRECT SPRAY OR EXCESS WATER RUN-OFF. 030 -INCH LINEAR LENGTH OF WIRE. COILED O2 WATER PROOF CONNECTION (1 OF 2) 01D TAG 14 REMOTE CONTROL VALVE: RAIN BIRD PES -B (OR APPROVED EQUAL) O VALVE BOX WITH COVER: 12 -INCH SIZE 6 FINISH GRADE/TOP OF MULCH 7 PVC SCH 80 NIPPLE (CLOSE) O8 PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ®BRICK (1 OF 4) OPVC MAINLINE PIPE ©SCH 80 NIPPLE (2 -INCH LENGTH. HIDDEN) AND SCH 40 ELL ®PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 93.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL I-1.01 REMOTE CONTROL VALVE SCALE: NONE •INISH GRADE/TOP OF MULCH 'OP -UP SPRAY SPRINKLER: ERAIN QUALI 1804 (OR APPROVED 'VC SCH 80 NIPPLE (LENGTH AS REQUIRED) 'VC SCH 40 ELL 'VC SCH 40 STREET ELL 'VC SCH 40 TEE OR ELL 'VC LATERAL PIPE I_♦.O� 4' POP-UP SPRAY 3PRNVKLER 1 SCALE: NONE IRRIGATION LEGEND ANT MATERIAL IISH GRADE/TOP OF MULCH ,P -UP SPRAY SPRINKLER: tAIN BIRD 1806 (OR APPROVED :QUAL) C SCH 80 NIPPLE ;LENGTH AS REQUIRED) C SCH 40 ELL C SCH 40 STREET ELL SCH 40 TEE OR ELL C LATERAL PIPE 1-1.02 s• POP-UP SPRAY SPRINKLER SCALE: NONE 1-1.04 : NONE O HYBRID CONTROLLER: Description RAIN BIRD ESP SERIES Pressure OUTDOOR WALL MOUNT Radius (OR APPROVED EQUAL) 2O 1.5 -INCH PVC SCH 40 CONDUIT Rain Bird 10 -VAN 90 1804 -PRS AND FITTINGS 3O WIRES TO REMOTE CONTROL 10 VALVES 4O JUNCTION BOX 5O 1 -INCH PVC SCH 40 CONDUIT 30 TO POWER SUPPLY Quantity Symbol Description Part Number Pressure Flow Radius 5 � � Rain Bird 10 -VAN 90 1804 -PRS 10 -VAN 30 0.75 10 4 5 z Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 30 0.45 4 3 Rain Bird 6 -VAN 180 1804 -PRS 6 -VAN 30 0.6 6 1 Rain Bird 6 -VAN 90 1804 -PRS 6 -VAN 30 0.37 6 9 O Rain Bird 8H 1804 -PRS 8H 30 0.52 8 1 Rain Bird 8 -VAN 90 1804 -PRS 8 -VAN 30 0.72 8 2 Rain Bird 10H 1812 -PRS 10H 30 0.79 10 1 d Rain Bird 12H 1812 -PRS 12H 30 1.3 12 1 Rain Bird 12 -VAN 180 1812 -PRS 12 -VAN 30 1.3 12 2 O Rain Bird 15EST 1812 -PRS 15EST 30 0.61 15 2 Rain Bird 15H 1812 -PRS 15H 30 1.85 15 1 Rain Bird 15Q 1812 -PRS 15Q 30 0.92 15 12 ® Rain Bird 15SST 1812 -PRS 15SST 30 1.21 30 2 1& Rain Bird 18 -VAN 90 1812 -PRS 18 -VAN 30 1.33 18 19 14� Rain Bird 6 -VAN 180 1812 -PRS 6 -VAN 30 0.6 6 3 10' Rain Bird 6 -VAN 270 1812 -PRS 6 -VAN 30 1.1 6 6 461' Rain Bird 6 -VAN 90 1812 -PRS 6 -VAN 30 0.37 6 7 B Rain Bird 8H 1812 -PRS 8H 30 0.52 8 1 e Rain Bird 8Q 1812 -PRS 8Q 30 0.26 8 2 Rain Bird 8 -VAN 180 1812 -PRS 8 -VAN 30 1.19 8 1 Rain Bird 8 -VAN 90 1812 -PRS 8 -VAN 30 0.72 8 4 ® Rain Bird 3500 Series 0.75 5000 -S -PL -PC 0.75 45 0.77 17 9 ® Rain Bird 3500 Series 1.5 5000 -S -PL -PC 1.5 45 1.48 24 3 Rain Bird 3500 Series 2 5000 -S -PL -PC 2 45 1.93 27 1 1 inch meter 1 ® Watts 909M1 - 1 1/2" 909M1 - 1 1/2" 7 Rain Bird 150 -PGA Globe 150 -PGA 1 ® Rain Bird ESP-8LX Plus ESP-8LX Plus 2 O Rain Bird 44LRC 44LRC 6 ►/ Nibco 1 1/2" isolation valve 1 ® Rain Bird WRS Sensor WRS Wireless Rain/Freeze Sensor 671.2 (ft) - - Class 200 1 1/2" 1380.13 (ft) Class 200 1" 55.38 (ft) ,Rv Schedule 40 2" 152.1 (ft)�d.`; Schedule 40 3" 89.38 (ft) Schedule 40 4" 0 10 20 30 40 RESUBMITTED P&Z 09/06/06 SCALE: 1"=20' N co ' t N 13 FM Z= 110 �2M DEPHL7AR L*Nr s�f1YAL 8, L2M 28 O.M DEPARnmiff SUMMAL 1 13 OF 15 z Q �Q � 5 z 0 oW �Er 1 13 OF 15 Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF- Description 3.83 [] 0,9 4,26 7,44 3 A D180 36000 1.000 BE -301 -CLS 26'POLE 2' BASE --® 2 B SINGLE 36000 1,000 BE -301 -EP -CLS -HSS 26' POLE 2' BASE b.l b.2 b.3 b.4 b5 � oS b,2 b,3 b.5 b.7 b.9 1.0 1.0 U b.5 b.7 1,0 1.3 1.4 1.5 .5 1.4 1.3 Statistical Area Summary Label Avg Max I Min Avg/Min Max/Min MAIN LOT SUMMARY 3.83 6.7 0,9 4,26 7,44 .5 b,8 1A 1.3 1.9 42.2 42.4 42.5 42. 42.1 1.6 b.6 b.9 1.4 1.8 42,2 .0 4.0 '4,0 42,0 1.5 U 1.0 .6 42.5 43,0 ' .6 43.7 43.9 �j .6 43.4 42.8 Sh= b.8 1.2 19 42.5 423 43.3 43J 43,7 43,9 43,8 43 43.1 b.9 1.3 .0 43.0 43.5 43.3 43. .3 43.9 43,7 4.0 43.1 42 .9 b.9 1.4 .1 43.1 43.5 55 14.3 14.4 43.4 42 b.9 1.3 .0 42.8 43.0 7 �.0 4.6 �,2 b.8 1.2 19 42.9 43.4 S.2 t.6 %.3 43 4.4 4,t.3 b.8 1.2 18 42.3 431 t,6 %.5 t,6 .%.3 t.7 ' 4.0 4, %.7 U 1.0 14 42.0 42.9 t.7 t.6 %.0 , 1 43.4 14. t t.3 b.5 b.7 12 1.7 � 3 42.7 43, 4.6 t.0 4,6 '43 '43 1..0 b.2 b.1 4.0 43.4 43,0 423 1.8 1.3 1.0b5. b.4 b,6 10 1.4 1.8 42.3 43. 43.9 4.4 4.3 .7 43.6 `�,9 42,0 1.5 1.2 1..1 b.2 b1 U b.5 b 8 1.1 1.5 �.0 42J 43.8 '4.0 '4.0 14.1 43,6 43.5 43,7 43.5 4,0 43.3 42,4 1.9 1.5 11.4 1.0 b,3 b,2 U b.4 t 6 b.9 1.3 1.7 42.3 43.2 43.9 '4.2 4.6 '4.3 '4.3 14.2 433 43.5 43.3 43.1 42.5 1.8 11.9 1.5 b.4 b.3 b.2 b.3 b 4 b.8 1.3 ,7 '4,8 '4.2 '4.5 '4, !I B 19 ,4 .4 43.5 42,8 4�.5 43.1 b.9 b,3 b.1 b,2 3 b,7 1.3 .0 4.9 '4.8 %.1 I,0 '4. '4 .3 .3 43.4 43.6 '4.2 4J 42,6 b,7 b.1 b.2 b 3 b,4 1.1 .4 '4,7 4.6 '4.2 43.1 43.1 433 14.2 43. 43 .4 .1 .6 b.1 b.1 b2 b.4 b.6 .4 14.6 4.6 '4.4'4.3 '4.2 14. '4 .9 1 §.7 U.843.9 '45 b.8 42.7 b.7 6 13.0 t.3 b.1 b.1 b 2 b.3 b.5 1A 43.3 '4.2 t.2 '4,5 '4.6 %.3 14.8 to 4.5 '4.2 14.3 14.1 '4.2 43.5 4.�.0 1.1 b.4 43.4 b.1 b.1 b 2 b.3 b.5 1.0 42,4 %.0 '4.3 t.5 to %.8 %.1 4.7 '4.4 43.9 '4.3 4.3 43,9 42.8 4�,5 1.9 b.6 b,4 b.1 b.1 b 1 b.2 b,4 1.0 ,3 .2 t.2 t.7 '4.8 '4.3 '4.0 '4.0 '4.6 '4,0 43.2 42.4 4� b.6 b,4 b,0 b,l b 1 b.2 b,3 b. 1.3 3 2 6 t,2 '4,5 '4.4 43.3 43.0 43.8 43,8 43.8 43.5 42.4 1.4 b.5 b,3 b.0 b.1 b 1 b.1 b.2 4 b.9 1.5 1.2 b.5 b.3 42.1 43.6 t.6 t.5 4. .3 43.6 '4.2 '4.8 43.2 421 11.6 b.0 b.1 b 1 b1 b.2 b,4 b,7 Ti 1.8 42.7 43.8 43, '4. .2 .9 43.4 43,5 433 431 421 11.4 1.0 b.5 b.3 b.0 b.l b 1 b.2 b,3 b,4 b.6 b.9 1.5 42,2 43,1 '41 43.6 43.5 43. 11,2 .8 b.5 b,3 b.0 b.1 b 1 b.1 b.2 b,3 b.5 b.8 1.4 42.0 42.4 42.8 42,9 43.5 43.4 42.8 43.1 425 42,2 1.6 11 5.6 b,4 b.2 r b.0 b.0 b 1 b.1 11.2 b.3 b,4 b.8 1.1 1.4 1.8 42.6 42.5 43.1 42.9 ` 3 42.6 42.0 1.5 1.2 b.9 .5 b,3 b.2 b.0 b.0 1 b.1 b.1 b.2 b.3 b.5 b.8 1.0 1.4 1.6 1.8 42.0 42.0 42.0 1.7 1.5 1.1 b.9 b.7 b.4 b.2 b.1 b.0 b.0 b.0 b.1 b.1 b.2 b,2 b,3 b.5 b.8 b.9 1.1 1.2 1.3 1.3 1.2 1.1 1.0 b.9 b,6 b1.4 b.3 b.2 b.1 Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions utilizing current industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps and other variable field conditions. RESUBMITTED P&Z 09/06/06 ZNIA-01-20 PROFFERS Holly mead Town Center Area C Judy 25, 2003 TAX MAP 32, Parcels 41D, 43A, 44, 45, 46 37.1 Acres Pursuant to Section 33.3 of the Albemarle County Code (the "Code"), the owners, or their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area C on the Application Plan, (defined below) comprising all or some of the above referenced tax map parcels (the "Property"). These conditions are proffered as of the requested zoning and it is reed that 1 the p I� � g � ) rezoning gives ives rise to the need for the conditions' and 2 such conditions have a reasonable ) relation to the rezoning request: 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C Sheets A-1, A-2 PP Ym g only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, ("Application A lication Plan ) . The standards of development and central features and m aJ'or PP elements within the Property Yessential to the design ofthe development shall be in general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Development! tables and appendices set forth in the attached Application Booklet entitled I� 1� PP � "Hollymead Town Center, Application Booklet, ZNIA-01-20 (Area C)." The Owners have Presented as part their rezoning applicatioR a number of conceptual plans and illustrations for various purposes, but principally to Provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of APPlicant's rezoning applicatioM other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed offers. The Owners reserve the night to reconfigure the internal block im vemen In'g - Pro consistingof buildings, kin and drive aisles and drive throu h window features and as gs, Imo' g g shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary stone water management and BMPs as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOTs acceptance as follow: A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to a new terminus within Hollymead Town Center that is shown at the extension of the ZMA-01-020 Attachment E Hofl head Town Center Area C VDOT future road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as part of ZMA- 94-08. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 4 1 A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one thru lane and one continuous right turn lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as part of the Area C site plan. B. Constriction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard. The turn lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right turn lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated and construct: i) a continuous through lane 500 -feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting at the right -in at the Northern boundary of TM 32 Parcel 41A to the right -in at the Southern entrance ofArea C. E. Construction of one additional continuous right turn Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the turn and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed for acceptance by VDOT within one year of the first certificate of occupancy. a;,r�re�:b�, 'rta'frx ��a R��x >•;xcu'rra�c re �{I^rli?T'Tp,L 9rrF'N'It:B P.REd 'C SITJa�',`CY-ING, PI.C:. i+.1sl�Rna DilfLtriCt> Adbemnrlt> Ccsuntj, �I�in-ia ..... wsr.n...� t+ts sn Ira w.-�e rm0 wawa. <�OIlISY. 44 >AI[i btC IY4 SyfflA .. 11113+ ,� `� kPFUCA` ON PL�kN �s � M i t� t! _a—on + I I lci r'rZ I 11 6 r r 5 / - , a r '♦' 14 - n I 1� 1� 1 r_ ' _.._ a.,�"=s �•'�A _ _ _ _ .-. __ - -' [....-.,.., ! I . r _. 1 ,r� ... • t � � _ `",-.. V �--_� I I d _ it • -- l -= ti .. l ,.. •._ .• ,- 9- - �.r•rt. 11 't 'T�"I � i iu g- "is, 1^.,. -at F. .'r�•+.`.^ - � L 1� i .,� -may _ - .v._ .... ,� � „�,-'nF-t•ac•r+ti-a,l�,. If ,, ; .. •'.,' .- .7 :•y�R' ..: -' ' �i•1"IWT' it ,l _•J 'P� ( U 11 1 - r � X� �f _ � 1 ■ r I al ' ;J rte' r '� .,'� I, • ti '�'1S-'r' __` C_ ..-'i' --. •rte: c4!' .`.,?�. '- �., Ir, � A:. � � ' .',�, $ �"':_ ::.:,r. � .-� �-•�'--�'c " 1311 * +� r %\. , x H rs 1A t / 1 In * ,- I: t' F. I . _ `t i • �� t 1 ; 1 r' � s i ) w ..•n •.�. . x: - '.'i'.t ./`� r.,.,. ti . _" t I ..11 _ _ i, e'' ,af"..•x,.�c `ti.�:\. «��h.-______,,.�- _ - ':,`:. - .'' �.�. ♦. �� 11 a .:'r."i•. _ , J' r :� { r \'4 \, / r � -• ' - r %. '`•+. .\�k.4y,, 4 ■ '. Y,i I!. 1 , „� : � r' �%Y. - �F-.Iv,� a•. sem\ r..... -'S<. .. ,, r,. •, , .. in � ✓., .: '� • E ,N '� t i r- s`11 � � I 1 Y t. J t•- t` .f r � .. - . , .. ,'�. , . , , . _ . i i •s�.' ,fir 1 .� rr v I `Is r ti I rk J � L •1"r • `r I r I 1 c�r' ,f t_ 1 4, I 1 t M.- 1 -1 4 y fr. r ,3 h' RI■M•d ti I, •k'. rr l v a I lr t 0 .i • t 1 1". k" Y I L h. J - ■ is .. .. r ti f 5 ti i •i•- r I - 1 z♦ , //J/j/ •'� ,. R may: j 5 1 - r % 1 „ t �>>. y '+t L 1 0 c `4 . .. .. 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I r+ I r . , j� I 5 rt• f - I o 1 y � °..,`-•- --_.moi- � . e• .. ., : hs ... , ri4 ''� � '�, tl' -'".-' '�1~� '� ' - Y- -o I I - I `1� 5 1 ��'""•-��� � i � � - � 11 yr I a� �; I' r7� r . � � ---'' ti _ , ` I 1 � ;r" ,• fff 5 ♦ 5 p• -' /-t'�A' , _ A;e11�.._.._:t.7 1'. ...-. r� f r _ r'` 511f L_ _ j l ,, \'•` + ,1 ,I �.,r 7Y�10;_--s.'•Or. -t �._--,..._.._.. 15 SII . tf �f ~ti 1 1 } fs J _ 111 sl i - � / r 1! -- -•� 1 - ' 111 `r I -`•` 1 I r o I r ��'�, 51 r y �,, •� �,}. �_ " f,r 1'..!,.�. i -�•-•-,R� ..i ® ' r 't n I 1 1 _r 1`► j I I , I A .:..eta r, r',r � -1.� -- ---`-^ 1 I ' 1 NO. I REMSM I BY I DAW I NO. ZMA-01-020 Attachment E Hollymead Town Carder Area C The road improvements listed in proffer 2 A, 213, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall bei) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted VDOT for public blrc use or bonded for VDOTs acceptance by e tance as a P P condition for issuance of any certificate of occupancy ancY for Area C improvements (except as otherwise provided ded in Proffer 2F . The widtk length, �, location i side median or outside existing she pavement), of g Pa , section e. . urban vs. ru raland type , (g geometries o fall lane improvements vements shall be as required b g VDOT design standards 1� �1 Y g and detailed plans submitted by the Owner and approved oveb3' VDOT. 3. All road improvements inerts liste ' d in offer 2 above shall be substantially completed l� d 'or to the In Y P issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not full completed the issuance of a Certificate of Occupancy for Y Area C sufficient P by rent bond Pan Y , has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved ed sub -base gravel, curb and utter, intermediate ate surface and necessary water management improvements ements and satisfactory completion of roadimprovements g I� ry p improvements required for public safety, and si nalrzah' on� but shall ll not include final activated signalsrads which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOTs approval of an entrance permit at the Timberwood Boulevard intersection with Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years fi-om the date the funds were contributed, such funds shall be refunded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit, the pro rata contribution shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision plat. If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-01-020 Attachment E Hollymead Town Center Area C shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constricting, reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to connect to Berkman Drive. Submitted as of the 25`h day of July 2003, by: Post Office Land Trust By By Charles W. Hurt, Trustee Shirley L. Fis r, Trustee RESUBMITTED P&Z 09/06/06 REWSIM NUMBER: o J HOLLYMEAD TOWN CENTER wpm W. AREA C. BLOCK 9 � JLCTTILE: FINAL SITE PLAN DRAWING NUMBER: REAMED 61!: PROFFERS AND APPLICATION PLAN C-3 DMJ WWA NUMBER: RLE NAME: DISCIPUNE: SCALA AAM SHEET NUMBER: 204225.03 422503C-3. d wg CIVIL w NIA Drawing 10110105 15 OF 15 Drawing Path: R:\Drawing\26\12656\326\Xref—Raster\PROFERS.dwg r_ I I • M IT H(DLLYMEAD T,,D � � 1 VrN CENTER A Cal i(DCK RLE CO MARCH 17, FINAL SITE SDP -2006 - TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION TABLE "B" - HOLLYMEAD TOWN CENTER AREA C OVERALL PARKING TABULATION BLOCK PROPOSED/APPROVED SQUARE FOOTAGE TO DATE VIA SDP MAX. SQ. FOOTAGE PERMITTED BY BLOCK BY CODE NUMBER OF DWELLINGS PROPOSED/APPROVED TO DATE VIA SDP MAX. DWELLING UNITS PERMITTED BY BLOCK BY CODE BLOCK I 5396 55,000 -- -- BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- BLOCK ]II NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 80,001; NO SDP SUBMITTED 40 BLOCK IV NO SDP SUBMITTED 30 BLf .,C, K V NOT PERMITTED -- 42 50 BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- BLOCK IX 27,252 40,000 NOT PERMITTED -- TOTAL PROPOSED SQ. FT. 27,252 VII 42 cod, MAX. SQUARE FOOTAGE FOR AREA C 275,000 MAX. DWELLING UNITS FOR AREA C 120 SQUARE FOOTAGE REMAINING FOR. AREA C 247.748 REMAINING DWELLING UNITS FOR AREA C 77 TABLE "B" - HOLLYMEAD TOWN CENTER AREA C OVERALL PARKING TABULATION BLOCK PROPOSED DU/S.F. PARKING RATIO REQ. REQ. # OF SPACES TOTAL PROVIDED NET LOADING SPACES I 5,396 4.5 PER 1000 GSF 24 56 +32 N/A II VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. III � COUNTY, STATE: ALBEMARLE COUNTY, VA. IV RIO i' TAX MAP REFERENCE: TM 32 P 41D4 V = 42DU 2.25/DU 95 183 +88 N/A VI FLOOD ZONING: 'C,' NOT LOCATED WITHING 100 -YEAR FLOOD NIS PROJECT 11 NL4AER 62 -12656 -00 -DD I VII INDEX O SHEETS cod, FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY. ARLE VIII THIS PLAN IS IN CONFORMANCE WITH DRAWING NO. SHEET NO. TITLE ZMA 01-20 (AREA C) APPLICATION IX 272524.5 PER 1000 GSF 123 243 +120 4 TOTAL 232 482 +240 4 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING a>' ENGINEER Q INSPECTIONS ARB w'' DEPARTMENT OF FIRE RESCUE C ALBEMARLE COUNTY SERVICE AUTHORITY RIVANNA ENGINEERING AND SURVEYING, PLC AND VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT TY, 2006 FLAN i1001 6 VIRG INIA SITE DATA: OWNER/APPLICANT: BOB EVANS FARMS, INC. 3776 SOUTH HIGH STREET COLUMBUS, OHIO 43207 PHONE: (614) 491-2225 FAX: (614) 492-4990 ENGINEER: MS CONSULTANTS, INC. 2221 SCHROCK ROAD COLUMBUS, OHIO 43229-1547 PHONE: (614) 898-7100 FAX: (614) 898-7570 U) ZONW GM aSMAL 13 FEB 2006 8iMiM' 0 8M aD& TAL 13 FEB 2006 HEALTHDWARME raEMrrrAL 28 JUL_ 2005 0 DO DWARfl*RGUNf1TAL :..._.. =,,, .i U 1 VICINII 'SAP C a>' Q ., D w'' SCALE: 1"- C SOURCE OF TOPOGRAPHY. RIVANNA ENGINEERING AND SURVEYING, PLC AND cd SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. �0) � COUNTY, STATE: ALBEMARLE COUNTY, VA. MAGISTERIAL DISTRICT: RIO i' TAX MAP REFERENCE: TM 32 P 41D4 1- u Thomas E. Mosure > j ZONING: PD -MC; PLANNED DEVELOPMENT FLOOD ZONING: 'C,' NOT LOCATED WITHING 100 -YEAR FLOOD NIS PROJECT 11 NL4AER 62 -12656 -00 -DD I PLANE LIMITS AS SHOWN THE OFFICIAL INDEX O SHEETS cod, FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY. ARLE YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH DRAWING NO. SHEET NO. TITLE ZMA 01-20 (AREA C) APPLICATION PLAN AND PROFFER #1 C-0 1 OF 15 COVER SHEET BUFFER ZONE: N/A C-1 2 OF 15 SITE IMPROVEMENT PLAN MAXIMUM STRUCTURE HEIGHT: 1 STORY PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT C-1.1 3 OF 15 ACCESS DRIVE LAYOUT EXISTING USE: VACANT PROPOSED USE: COMMERCIAL/RESTAURANT C-1.2 4 OF 15 SITE PAVING, SIDEWALK DETAILS AND NOTES WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED: NONE C-1.3 5 OF 15 LIGH f BAS, HANDICAP DETAILS AND NOTES WATER SUPPLY PROTECTION AREA: NONE SITE AREA: 1.13 ACRES BUILDING AREA: 5,396 GSFBUILDING C-2 6 OF 15 SITE GRADING AND STORM SEWER PLAN CONSTRUCTION (IBC): TYPE 5B USE GROUP (IBC): A2 C-2.1 7 OF 15 ACCP -3S DRIVE GRADING PLAN APPROX. No. EMPLOYEES: 38 IMPERVIOUS AREA: 0.89 AC. C-2.2 8 OF 15 DRAINAGE AND BACKFILL DETAILS PERVIOUS AREA: 0.21 AC PARKING REQUIRED: 24 SPACES (4.5 PER 1,000 GSF) SEE TABLE W C-2.3 9 OF 15 SEDIMENT CONTROL DETAILS AND NOTES PARKING PROVIDED: 56 INCLUDING 3 HANDICAP OF WHICH 1 IS VAN ACCESSIBLE LOADING SPACES PROVIDED: 0 C-3 10 OF 15 Sill E UTILITIES PLAN PARKING/CIRCULATION AREA: 0.76 ACRES IMPERVIOUS COVER: 0.89 ACRES L-1 11 OF 15 LANDSCAPE PLAN OPEN SPACE. 0.24 ACRES L-2 12 OF 15 01ERIALL LANDSCAPE PLAN 1-1 13 OF 15 IRRIGATION PLAN 14 OF 15 LIG ITIING PLAN 15 OF 15 PROFERS AND APPLICATION PLAN U) ZONW GM aSMAL 13 FEB 2006 8iMiM' 0 8M aD& TAL 13 FEB 2006 HEALTHDWARME raEMrrrAL 28 JUL_ 2005 0 DO DWARfl*RGUNf1TAL :..._.. =,,, .i U 1 0 i C a>' Q D w'' C °' I tl cd rLL �0) � ; ,, O I 1 i' Az i Q D w'' w I tl ,1WIm —.N;� a w ; ,, I 1 i' 1- u Thomas E. Mosure > j No. 032543 G NIS PROJECT 11 NL4AER 62 -12656 -00 -DD I DO -0326 r. ,I cod, 1 OF Urni I I P � I N HOLLYMEAD TOWNCENTER BLOCK C1 LOT B TMP 32-41D5 DB 2916-22, DB 2672-727, DB 1661-116 1.97 ACRES ZONED: PD -MC USE: UNDEVELOPED ESMT EX SAN EX SAN ESMT ESMT ESMT ESMT ESMT ESI EX GAS EX GAS EX W EX W EX WEX. 8 1 EX GAS - "" EASEMENT -nl F IRON 00 2916-22 DB 2678-405WV EX. SIDEWALK I I Curve Radius 1 Tangent 1 Length 1 Delta 1 Chord Chord Bear. C1 115.00' 37.03' 71.65' 35'41'59" 70.50' LN02154911W EX. BUILDING TARGET CORPORATION DB 2678-264 DB 2789-125 ZONED: PD -MC USE: RETAIL EX. LIGHT POLO 71 >.0' SAN. SEWER :ASEMENT )B 2916-22 )B 2789-125 )B 2678-415 1 1, 1 1 I II I -22 SEMEN ` -389 i if VICINITY MAP NOT TO SCALE SITE DATA TOTAL AREA = 49,424 S.F. 1.13 AC. TOTAL IMPERVIOUS = 39,117 S.F. 0.89 AC. (797.) BUILDING = 5,206 S.F. 0.12 AC. (107.) FREEZER/COOLER = 286 S.F. 0.007 AC. (0.6%) PORCH = 143 S.F. 0.003 AC. (0.47.) PAVED AREA = 33,482 S.F. 0.76 AC. (687.) TOTAL PERVIOUS = 10,307 S.F. 0.24 AC. (21%) OKEYED NOTES O 1. BE -44 BUILDING SIGNS - VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. SEE DETAIL A/C1.2. 3. PAINTED YELLOW STRIPING (TYPICAL). 4. ASPHALT HANDICAP RAMP. WARP ASPHALT UP TO TOP OF CURB, SEE SHEET C2 FOR ELEVATIONS, SEE DETAIL C/C1.2. 5. CONCRETE RAMP TO SERVICE DOOR, SEE DETAIL G/C1.1. FLAIR SIDE MAXIMUM 1:10. Q 6. CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTILITY SPECIFICATIONS. 7. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/C1.2. ASSEMBLY NO.: BE-201-DLS-X, FIXTURE TYPE: P16B-SH10. L_L_l 8. INSTALL 4" SQ. CONCRETE FILLED STEEL POST WITH RUBBER BUMPER AND HOLDER. -� TOP OF POST AT 2'-10" ABOVE FINISHED FLOOR. STOP DOOR AT 90' POSITION. O 9. HANDICAP PARKING SYMBOL, SEE DETAIL B/C1.2. z � 10. 30' FLAGPOLE, 8' x 12' FLAG SIZE, AND CONCRETE PAD. SEE DETAILS J/C1.1 AND K/C1.1. W CI) w 11. TAPER LAST 10 FEET OF NEW CURB TO MEET AND MATCH CONFIGURATION AND ELEVATION OF mm EXISTING ADJOINING CURB OR PAVEMENT. 12. TRASH ENCLOSURE, SEE SHEET T-1.0 FOR DETAILS 1/T-1.0 THRU 9/T-1.0. O7 13. "CARRY HOME KITCHEN" BUILDING SIGN. VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. N 14. HANDICAP PARKING SIGN WITH "VAN ACCESSIBLE" AND FINE SIGN. SEE DETAIL A/C1.2. LLi 15. REINFORCED CONCRETE SLAB AROUND GREASE INTERCEPTOR, 8' x 12' x 5" THICK MINIMUM. 16. CONTRACTOR SHALL PROVIDE TWO (2) 2" DIAMETER GALVANIZED POSTS, 10' IN LENGTH, FOR THE 'CARRY 0 HOME KITCHEN' PARKING SIGNS. POSTS TO BE BURIED 3' DEEP IN AN 8" DIAMETER CONCRETE BASE. 'CARRY HOME KITCHEN' PARKING SIGNS SHALL BE PROVIDED BY BOB EVANS. GENERAL CONTRACTOR TO COORDINATE PLACEMENT OF POSTS WITH BOB EVANS REPRESENTATIVE. 17. BOB EVANS MONUMENT SIGN, 8 FEET IN LENGTH. CONTRACTOR TO COORDINATE BRICK BASE AND FOUNDATION WITH BOB EVANS REPRESENTATIVE. 18. EXISTING CURB TO REMAIN. 19. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE APPROVED BY BOB EVANS REPRESENTATIVE. 20. MATCH FINAL GRADE OF UNPAVED, DEVELOPMENT AREA TO TOP OF PROPOSED PAVEMENT. DIMENSIONS ARE TO EDGE OF PAVEMENT. 21. RETAINING WALL TO BE CONSTRUCTED BY BOB EVANS CONTRACTOR UNLESS PREVIOUSLY CONSTRUCTED BY HOLLYMEAD TOWNCENTER. 22. PROVIDE HANDICAP RAMP PER ADA AND CHARLOTTESVILLE STANDARDS. 23. USE 8" CONCRETE SLAB WITH 6" X 6" - W1.4 X W1.4 W.W.F. 24. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/C1.2. ASSEMBLY NO.: BE-202-DLS-X, FIXTURE TYPE: P16B-SH10. N • (A) ANY VIEW OF ROOFTOP EQUIPMENT SHALL BE HIDDEN FROM ROUTE 29 NORTH. (B) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (C) ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. (D) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE GROUND APPURTENANCES, AND AS TAKEN FROM SURVEY. UNDERGROUND UTILITIES NOT SHOWN HEREIN MAY EXIST. (E) BUILDING AND PARKING SETBACKS: BUILDING SETBACKS: PARKING SETBACKS: FRONT: 30' FRONT: 10' SIDE: N/A SIDE: N/A SIDE: N/A SIDE: N/A EX GAS REAR: N/A REAR: N/A - (F) BOB EVANS SHALL PROVIDE LETTERS OF PERMISION FOR ALL OFFSITE CONSTRUCTION. BOB EVANS RESTAURANT PARKING REQUIREMENTS BOB EVANS RESTAURANT = 21 MAX. EMPLOYEES / 155 SEAT BOB EVANS RESTAURANT = 5,396 S.F. GROSS FLOOR AREA 3 HANDICAP SPACES REQUIRED 3 HANDICAP SPACES PROVIDED 24 TOTAL SPACES REQUIRED (ZONING) 70 TOTAL SPACES PROVIDED (MEETS APPROVED P.U.D. AND ZONING) 0 10 20 30 40 SCALE: 1" 20' DATE SUBMITTED 02/13/06 1 1 I I I I 1 1 1 1 a r� st N ZOI IM M E a MMM. 13 FEB 2006 84094MF c>I EM aNSIfITAL 13 FEB 2006 HEALTH MrAfflm 1' 8uel MAL 28 JUL 2005 RMQ DWAF;R1 W WAMAL ao -j I o \ •� C 0 W I N W a 51 cd II W O LL a. Icq 01 0 V C -� V) W II II W >.0' SAN. SEWER :ASEMENT )B 2916-22 )B 2789-125 )B 2678-415 1 1, 1 1 I II I -22 SEMEN ` -389 i if VICINITY MAP NOT TO SCALE SITE DATA TOTAL AREA = 49,424 S.F. 1.13 AC. TOTAL IMPERVIOUS = 39,117 S.F. 0.89 AC. (797.) BUILDING = 5,206 S.F. 0.12 AC. (107.) FREEZER/COOLER = 286 S.F. 0.007 AC. (0.6%) PORCH = 143 S.F. 0.003 AC. (0.47.) PAVED AREA = 33,482 S.F. 0.76 AC. (687.) TOTAL PERVIOUS = 10,307 S.F. 0.24 AC. (21%) OKEYED NOTES O 1. BE -44 BUILDING SIGNS - VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. SEE DETAIL A/C1.2. 3. PAINTED YELLOW STRIPING (TYPICAL). 4. ASPHALT HANDICAP RAMP. WARP ASPHALT UP TO TOP OF CURB, SEE SHEET C2 FOR ELEVATIONS, SEE DETAIL C/C1.2. 5. CONCRETE RAMP TO SERVICE DOOR, SEE DETAIL G/C1.1. FLAIR SIDE MAXIMUM 1:10. Q 6. CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTILITY SPECIFICATIONS. 7. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/C1.2. ASSEMBLY NO.: BE-201-DLS-X, FIXTURE TYPE: P16B-SH10. L_L_l 8. INSTALL 4" SQ. CONCRETE FILLED STEEL POST WITH RUBBER BUMPER AND HOLDER. -� TOP OF POST AT 2'-10" ABOVE FINISHED FLOOR. STOP DOOR AT 90' POSITION. O 9. HANDICAP PARKING SYMBOL, SEE DETAIL B/C1.2. z � 10. 30' FLAGPOLE, 8' x 12' FLAG SIZE, AND CONCRETE PAD. SEE DETAILS J/C1.1 AND K/C1.1. W CI) w 11. TAPER LAST 10 FEET OF NEW CURB TO MEET AND MATCH CONFIGURATION AND ELEVATION OF mm EXISTING ADJOINING CURB OR PAVEMENT. 12. TRASH ENCLOSURE, SEE SHEET T-1.0 FOR DETAILS 1/T-1.0 THRU 9/T-1.0. O7 13. "CARRY HOME KITCHEN" BUILDING SIGN. VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. N 14. HANDICAP PARKING SIGN WITH "VAN ACCESSIBLE" AND FINE SIGN. SEE DETAIL A/C1.2. LLi 15. REINFORCED CONCRETE SLAB AROUND GREASE INTERCEPTOR, 8' x 12' x 5" THICK MINIMUM. 16. CONTRACTOR SHALL PROVIDE TWO (2) 2" DIAMETER GALVANIZED POSTS, 10' IN LENGTH, FOR THE 'CARRY 0 HOME KITCHEN' PARKING SIGNS. POSTS TO BE BURIED 3' DEEP IN AN 8" DIAMETER CONCRETE BASE. 'CARRY HOME KITCHEN' PARKING SIGNS SHALL BE PROVIDED BY BOB EVANS. GENERAL CONTRACTOR TO COORDINATE PLACEMENT OF POSTS WITH BOB EVANS REPRESENTATIVE. 17. BOB EVANS MONUMENT SIGN, 8 FEET IN LENGTH. CONTRACTOR TO COORDINATE BRICK BASE AND FOUNDATION WITH BOB EVANS REPRESENTATIVE. 18. EXISTING CURB TO REMAIN. 19. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE APPROVED BY BOB EVANS REPRESENTATIVE. 20. MATCH FINAL GRADE OF UNPAVED, DEVELOPMENT AREA TO TOP OF PROPOSED PAVEMENT. DIMENSIONS ARE TO EDGE OF PAVEMENT. 21. RETAINING WALL TO BE CONSTRUCTED BY BOB EVANS CONTRACTOR UNLESS PREVIOUSLY CONSTRUCTED BY HOLLYMEAD TOWNCENTER. 22. PROVIDE HANDICAP RAMP PER ADA AND CHARLOTTESVILLE STANDARDS. 23. USE 8" CONCRETE SLAB WITH 6" X 6" - W1.4 X W1.4 W.W.F. 24. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/C1.2. ASSEMBLY NO.: BE-202-DLS-X, FIXTURE TYPE: P16B-SH10. N • (A) ANY VIEW OF ROOFTOP EQUIPMENT SHALL BE HIDDEN FROM ROUTE 29 NORTH. (B) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (C) ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. (D) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE GROUND APPURTENANCES, AND AS TAKEN FROM SURVEY. UNDERGROUND UTILITIES NOT SHOWN HEREIN MAY EXIST. (E) BUILDING AND PARKING SETBACKS: BUILDING SETBACKS: PARKING SETBACKS: FRONT: 30' FRONT: 10' SIDE: N/A SIDE: N/A SIDE: N/A SIDE: N/A EX GAS REAR: N/A REAR: N/A - (F) BOB EVANS SHALL PROVIDE LETTERS OF PERMISION FOR ALL OFFSITE CONSTRUCTION. BOB EVANS RESTAURANT PARKING REQUIREMENTS BOB EVANS RESTAURANT = 21 MAX. EMPLOYEES / 155 SEAT BOB EVANS RESTAURANT = 5,396 S.F. GROSS FLOOR AREA 3 HANDICAP SPACES REQUIRED 3 HANDICAP SPACES PROVIDED 24 TOTAL SPACES REQUIRED (ZONING) 70 TOTAL SPACES PROVIDED (MEETS APPROVED P.U.D. AND ZONING) 0 10 20 30 40 SCALE: 1" 20' DATE SUBMITTED 02/13/06 1 1 I I I I 1 1 1 1 a r� st N ZOI IM M E a MMM. 13 FEB 2006 84094MF c>I EM aNSIfITAL 13 FEB 2006 HEALTH MrAfflm 1' 8uel MAL 28 JUL 2005 RMQ DWAF;R1 W WAMAL w ao -j `o o \ •� C 0 n C W a 51 cd D O LL a. Icq 01 0 V C -� G w Z -j `o o \ m A0.. W a w D O o W a. Icq 01 L u Thomas E. Mosure y No. 032543 red `,La c* MS PROM: r NUMBER 62 -12656 -00 -DD D-o32s ci 20F15 Z Q J A0.. W a w D O o W a. L u Thomas E. Mosure y No. 032543 red `,La c* MS PROM: r NUMBER 62 -12656 -00 -DD D-o32s ci 20F15 , , , , 1 , 1 I EXPANSION JOINTS 20'-0" O.C. SITE PAVING NOTES EXTERIOR CONCRETE NOTES GENERAL NOTES 1. PAVING BASE MATERIAL AND COMPACTION REQUIREMENTS ARE MAX. CONTROL JOINTS 10'-0" O.C.FORMS POSSIBLE. TOP EQUAL TO STATE HIGHWAY SPECIFICATIONS. REMOVE ALL IMPERFECTIONS. TYPICAL ALL FORMWORKND FACE OF CURBS TO 1. TRUCKING ON OR ABOUT THE SITE WILL BE PERMITTED ONLY WITHIN REASONABLE LIMITS AND THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT DOWEL HOLES - 2. DO NOT INSTALL PAVEMENT UNTIL ALL UTILITY STRUCTURES ARE AND MATERIALS. THE STORAGE SHALL BE CONFINED TO SUCH LIMITS AS MAY BE JOINTLY DRILLED 3'-0" O.C. 2. ALL RADII SHALL BE TRUE ARCS. ADJUSTED TO BE FLUSH WITH FINAL PAVEMENT ELEVATION (IE. AGREED BY OWNER AND CONTRACTOR. CLEAN OUT COVERS, CATCH BASIN LIDS. MANHOLE UDS, ETC.) 3. ALL CONCRETE CURB AND GUTTERS ARE TO BE SET LEVEL WITH PAVEMENT TO 2. THE CONTRACTOR SHAD_ FURTHER ENFORCE THE ARCHITECT'S INSTRUCTIONS OF SUCH \�/� AVOID COLLECTING OR STANDING WATER. NATURE, ATUR ,INCL DING OR DESIRABLE PARKING, USE OF ROADS, AND ON THE OWNERS RE PREVENTION. WHICH THE OWNER MAY r N M V N ASPHALTIC CONCRETE PROPERTY.DEEM zONNO erre 8t�11MAL �\ " 4. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. 3. UTILITIES SHOWN TAKEN FROM SURVEY AND PART FROM RECORDS OF RESPECTIVE UTILITY � FEB 2006 j ASPHALTIC CONCRETE COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO GRAVEL BASE \� 5. ALL CONTROL JOINTS TO BE CUT 2590 OF CONCRETE THICKNESS (TOOLED OR OR UPON PREMISES SHOWN ON PLAN. 9 C#433 oerMBLI It1 ML. \ VERIFY WITH SOILS REPORT x3 MB 2006 COMPACTED � SAWCUT). 4. ALL ELEVATIONS INDICATED WITH LEADERS REPRESENT FINISHED ELEVATIONS I.E. 0.00. A -TM � �rAL �.� o ELEVATIONS INDICATED ON THE PLOT PLAN WHICH ARE SKEWED AT A 45 DEGREE ANGLE ARE 28 %AJL 2M 6. MAXIMUM DIMENSION WITHOUT CONTROL JOINT IN APRON OR SLAB TO BE 12'. EXISTING ELEVATIONS. THE FINISH GRADE OF THE BLACKTOP PAVEMENT SHALL SLOPE BLDQDB'Am EwreumffAL COMPACTED RT UNIFORMLY TO FINISH ELEVATIONS SHOWN ON SUB -BASE PER`i/\\//\\i/\ - t t \...•...... a THE PLOT PLAN. ;SOILS REPO � � , •� . ,� GRAVEL BASE 7. ALL CONCRETE TO BE 4000 P.S.I. AT 28 DAYS. 5. ALL FILL ON THE PROPERTY SHALL BE ADEQUATELY COMPACTED BY ROLLING TO PRODUCE A BID oocurMMoONSTM)ICT!" �/ r4TISFACTORY FOR THE PROPER INSTALLATION OF BASE COURSE AND PAVING. N SURFACE SA //// / 8. ALL EXTERIOR CONCRETE TO HAVE 6% AIR ENTRAINMENT. BEFORE COMMENCING PAVING WORK THE PAVING CONTRACTOR MUST MAKE CERTAIN THAT THE /\ /SUB -BASE pER� SURFACES TO BE COVERED ARE IN PROPER CONDITION. SURFACES NOT ACCEPTABLE SHALL OILS REPORT''\\/ /\\/ PROVIDE BOB EVANS REPRESENTATIVE WITH /\//\\\\//\\�'\� \//\ /�/ / 9. 1 2" EXPANSION JOINTS ON 11�E CONCRETE SIDEWALK SHALL OCCUR AT A MIN. BE REPORTED TO THE OWNER IMMEDIATELY. THE PAVING CONTRACTOR IS RESPONSIBLE FOR PROFILE FOR APPROVAL PRIOR TO CONSTRUCTION \%�!!\�\�/�/%/%�/\\!��\y OF 0'. MAX. OF 25' INTERVALS. ANY PLACE THE SIDEWALK COMES INTO CONTACT AND THAT ALL SUBBASE SURFACES ARE ACCEPTIBLE FOR THE PLACING OF GRAVEL BASE AND ASPHALT. THE PAVING CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF WITH THE BUILDING, THERE SHALL BE A 1/2" EXPANSION JOINT. SEE DETAIL THE FINAL PAVING AND SHALL ASSURE THAT THE RESULTS OF THE PAVING WILL MEET rAN%)iEXTRUDED CURB SECTION KZPAVING DETAIL F/C1.1. REASONABLE EXPECTATIONS. C1.1 NOT TO SCALE Ci.l NOT TO SCALE 6. THE PLUMBING CONTRACTOR SHALL VERIFY SEWER DEPTH AND BE RESPONSIBLE FOR d PROVIDING ADEQUATE SLOPE OF BUILDING SEWER TOWARD THE CITY SEWER IN STRICT ACCORDANCE WITH THE GOVERNING AUTHORITIES PRIOR TO BUILDING CONSTRUCTION. C m MINIMUM GRADE PERMITTED IS PER LOCAL CODES BUT NOT LESS THAN 1 (ONE) PERCENT. " c i. w � � 4" CONCRETE WALK (LIGHT BROOM 7. THE PLUMBING CONTRACTOR, ELECTRICAL CONTRACTOR, SIGN CONTRACTOR, RESTAURANT FINISH) NTH 6x6 -W1.401.4 W.W.F. EQUIPMENT CONTRACTOR, AND HEATING, AIR CONDITIONING, AND VENTILATION BALANCE � CL CONTRACTOR SHALL BE UNDER THE DIRECTION OF THE GENERAL CONTRACTOR WHO WILL BE aD 1/4" WIDE x 1" DEEP CONTROL HELD RESPONSIBLE FOR THE COORDINATION OF ALL WORK ON THIS PROJECT AND THE -- JOINT AT 10'-0" O.C. MAXIMUM PROPER EXECUTION OF THE SAME. 1/2" EXPANSION JOINT NOT TO 8. WHERE IT IS NECESSARY TO CUT CITY CURBS. THEY SHALL BE RESTORED AND/OR V $� EXCEED 25'-0" APART. RECONSTRUCTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING CITY 0 SEE SHEET C1 4" CONCRETE WALK " 4" CONCRETE WALK INSTALL VINYL "ZIP -STRIP" BY AUTHORITIES. RECONSTRUCT CITY CURBS AFTER DEMOLITION OF EXISTING APPROACHES. .. 12 TOPSOIL (TYPICAL (BROOM F1T11S11) WITH VINYLEX CORP. 9. ALL EXISTING UTILITIES SERVING THE PROPERTY SHALL BE PROPERLY TERMINATED IN C cc (BROOM FINISH) WITH 6X6 -W1.4 /W1.4 W.W.F. LANDSCAPE AREA) 6x6 -W1.4 /W1.4 W.W.F. r P. � I I COMPUANCE WITH CITY AND/OR COUNTY REGULATIONS. 0 TOOLED JOINT 1" EASED EDGE SLOPE ° ° P ° 10. REMOVE ALL TREES INCLUDING ROOT STRUCTURES. 'C EXCEPT THOSE SPECIFICALLY NOTED TO 4" COMPACTED GRAVEL `"-'h`'`-'' REMAIN AND THOSE ON PROPERTY LINES. DO NOT CLEAR SITE PRIOR TO COORDINATING WITH -� .4 (NO VAPOR BARRIER) /LANDSCAPING PLAN TO LOCATE ALL TREES TO REMAIN. -",;-"moo . `��o ';'��"� �' c �° `��� i' y/�i//\i/�`�y��y�i//\ i/ • / /�i i\ i/\��i �i 11. ALL EXTERIOR SIGNS SUPPLIED BY SIGN CONTRACTOR TO OWNER. ELECTRICAL CONTRACTOR i,/i�i�/i,%�,/,r,/ / /�� COMPACTED AGGREGATE, SHALL PROVIDE CONDUIT AND WIRE TO SIGN. FINAL CONNECTIONS BY ELECTRICAL \// / /���,�//%/i /i��i� / /�/ /i\/\/i ���•/ `� COMPACTED CONTRACTOR. SEE SPECIFICATIONS \ SOIL SUB -BASE _ 4" COMPACTED GRAVEL 12. REMOVE EXISTING TOP SOIL FROM AREAS TO BE PAVED AND REPLACE WITH SUITABLE ' 40 (NO VAPOR BARRIER) �\\\ /,,� \ EXPANSION JOINT COMPACTED FILL. _CONTROL JOINT - NOTES: 13. GENERAL CONTRACTOR SHALL PROVIDE GROUND POISONING FOR TERMITES AND OTHER 1. LOCATE CONTROL JOINTS AS SHOWN ON PLAN OR 10' O.C. MAXIMUM. VERIFY WITH INSECTS PRIOR TO FINAL CONCRETE FLOOR INSTALLATION. GENERAL CONTRACTOR SHALL BOB EVANS REPRESENTATIVE. SUBMIT TO OWNER WRITTEN GUARANTEE FROM REPUTABLE LOCAL EXTERMINATING COMPANY. 2. CONCRETE PADS OVER 4" THICK CONTROL JOINTS TO BE 12' O.C. MAXIMUM 14. DEMOLISH AND REMOVE ALL EXISTING STRUCTURES, TREES, FENCES, SLABS, DRIVEWAYS AND SIDEWALKS. VISIT SITE TO DETERMINE EXTENT OF DEMOLITION WORK WHICH MAY OR MAY z to N rFION SIDEWALK SECTrE'�SJDEWALK SECTION F WALK EXPANSION CONTROL JOINT NOT BE SHOWN ON PLANS. NOT TO SCALEit Z C1.1 NOT TO SCALE C1.1 NOT TO SCALE 15. VERIFY EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. N 0 0 16. INSTALL GUARD POST AT GAS METER AND ELECTRIC TRANSFORMER IN ACCORDANCE WITH ALL APPLICABLE CODES. MINIMUM INSTALLATION IS 4" DIA. X 7'-0" LONG STEEL PIPE CONCRETE W FILLED, 3'-0" ABOVE GRADE. (2) AT GAS METER AND (2) AT ELECTRIC TRANSFORMER. W 41DOLED JOINTS AT 6" O.C. a v a 1/8" W x 2" D . Q 4" CONCRETE WALK WITH 6X6-W1.4/W1.4 METAL THRESHOLD/QUARRY TILE 17. BACKFILL ALL TRENCHES UNDER SLABS, WALKS, AND PAVED AREAS WITH BANK RUN GRAVEL. � �jj 0 ALL EXCAVATING AND BACKFILLING IS BY INDIVIDUAL CONTRACTS PLUMBING. ELECTRICAL, Z J a a d W.W.F. -BROOM FINISH HOLD WALK 1/4 BELOW THRESHOLD ( _J 4 a ETC.). SEE SPECIFICATIONS 02000. CONCRETE DUMPSTER' PAD CONCRETE RAMP TAPER BOTH " 4" THICK CONCRETE 18. GENERAL CONTRACTOR IS TO SEED AND MULCH ALL DISTURBED AREAS OUTSIDE PROPERTY PAD) SIDES (G/01.1) 1/2 EXPANSION JOINT WITH BEAD ° ° CONTROL JOINT 1' DEEP AND INSURE ESTABLISHMENT OF ADEQUATE VEGETATION (SEE HATCHING ON SHEET Cl). Q z A #4 DOWELS 2'-0" LONG AT 1'-0" O.C. ° 19. INSTALL 12" PULVERIZED TOPSOIL FLUSH WITH WALKS IN ALL LANDSCAPING AREAS CLOSE TO °°° a ° � /4v a � FOUNDATION, SEE Q Q BUILDING AND 2" TOPSOIL IN AREAS INDICATED AS SOD. ALL MOUND AREAS TO RECEIVE 12" _! / OF TOPSOIL. PULVERIZED TOPSOIL TO BE ROLLED TO PREVENT EXCESS SETTLEMENT. ALL _ J ° • ° d ° �. •- V ' ° ° d DETAIL K C1.1 0 0 0 OQ�.�,. ° a . ,� a a ° ° SODDED AREAS TO HAVE POSITIVE DRAINAGE. _ ° . ° FLAGPOLE J W ° n ° a ° 20. ALL UTIUTY STRUCTURES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH ALL GOVERNING 1' CODES OR STANDARDS (CITY, COUNTY OR STATE). Q �i e W °a e a . <° . ° a i ser \ M'm yam\/s'j/°21. FOLLOW WRITTEN DIH°. / �/ \/�/ \/ \\,/°°°.o MENSIONS ALWAYS. DO NOT SCALE. \'\\"a ° a•' ° d ' ° ° SIDEWALK 22. ALL SITE WORK AND PAVING MUST BE IN ACCORDANCE WITH, OR SURPASS RECOMMENDATIONS POUR SLAB 3 4 PAST FACE ° CJ ° / ° . a OF SOILS REPORT. IF SOILS REPORT CONFLICTS WITH DRAWINGS AND SPECIFICATION THE ° A OF BLOCK AT REAR DOOR " . 40. ° MORE PROHIBITIVE OF THE TWO SHALL TAKE PRECEDENCE AND BE CONSIDERED TO QBE THE 1. a ° INTENT OF THE BID DOCUMENTS. IN ALL CASES STRICTLY ADHERE TO DRAWINGS AND � CONCRETE SIDEWALK. ° ° °.. ' ° o d a TO SUPPORT EDGE OF DOOR ° a e °a.: a .° SEE DETAIL E/C1.1 ° ° .° THRESHOLD -4 ° SPECIFICATIONS. G a < a OMIT TOP COURSE OF BLOCK ° ° ° ° c 23. GENERAL CONTRACTOR IS TO INSTALL MINIMUM (ONE) 4" P.V.C. CONDUIT FOR PRIMARY ° ° A a a TO POUR SLAB THRU OPENING SERVICE UNDER ALL PAVING BETWEEN TRANSFORMER AND PROPERTY LINE. SEE ° SPECIFICATIONS FOR UNDERGROUND SERVICE CONDUIT. SUPPLY ADDITIONAL CONDUITS IF REQUIRED BY UTILITY CO. W x DELIVERY RAMP ri'�FIAGPOLE BASE 24. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN 0 1-- 0 G DELIVERY RAMP OUTS, MANHOLES, CATCH BASINS, INLETS. ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE Qz C1.1 NOT TO SCALE C1", NOT TO SCALE Ci.i NOT TO SCALE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. REFER TO THE SITE GRADING PLAN SHEET AND MOUNDING. •- et � C� CG -3 z STANDARD FOUNDATION DIMENSIONS t,•..lv 1 Cl) >! FLAGPOLE WITH #312 1/4- KAU. �'IV,\mnV "I'll" ry 111 rnt•G.mG.I\1 W DURANODIC BRONZE 3" RAD. LPROPOSED PAVEMENT O �- I I ANODIZED FINISH '^ ADJACENT CONCRETE WALK TO BE FLUSH WITH TOP a ° :z• ::'•.'•' v. 4 :. 16 GAUGE CORRUGATED° ;:; :' '::' :'•o;: Surface STEEL TUBE WITH STEEL . ° ----- SUPPORT PLATE AND LIGHTNING ROD :•a;: ': ` :':;.' ° >•.; :•: Imes Thomas E. Mosure NOTE: USE METAL SHIMS ° a ' '` o.:.:: mar prepost or coil b ce. Y teoTEs No. 032543 TO SECURE FLAGPOLE. '' TMK inn as :v;';.:i.; :.'�:�'Concrete to be Clan A3 if cost in peace, SHIMS PROVIDED BY ° d 4000 PSI if prscost. l I GENERAL CONTRACTOR a a °. PROVIDE BOB EVANS REPRESENTATIVE WITH PROFILE Subbase 0 ° , FOR APPROVAL PRIOR TO CONSTRUCTION :• -•I Curb etpving a radN,e of 300 N. or Im NOTE: INCLUDE ONE NYLON U.S. (along face of curb) will be paid for as •iA'�' radial curb. FLAG. COORDINATE SIZE WITHWhen this 81an001d1s1oe0tied into oie1"q"Thedeplhofaxbmoyberedueedaemuchos3" � QSTM�� barrier ewb, the, pn st ind r to ea mode within I i3"depth)or increesed as much as r(19"depth) 62-12656-00-M W M BOB EVANS REPRESENTATIVE lu or the e, standards moos a regular In order that the bottom of curbwili Coincide with °Wwgs• Ind top of o Cowie of the paysmea substructure. DO-0326 1/� ?Us curb shOl be used when design speed is Otherwise the depth is to be 16"shorn.D/ as No -03 92V V rL""*'NCURB SECTION greater that 40 MPH on Rural hfghweys and adjustment In the price bid is to be mode for a 43 MPH In developed Urbonond Suburban decrease or on inereon In depth. NOT TO SCALE areae SPECIFICATION C1.2 l 1ri'FLAGPOLE BASE SECTION STANDARD 4"CURB RE 105 Ci.i NOT TO SCALE �2 DATE SUBMITTED 02/13/06 4 OF 15 201.02 VIRGINIA DEPARTMENT OF TRANSPORTATION :a ALUMINUM "ADMIRAL" FLAGPOLE �GTM A B c o ,LIn0e1AI UAINTu nC nAtirile►IT M 4" SLOPED CURB SECTION C 1. 1NOT TO SCALE Ir ^ Q ANN 30 w w w . 8 FLAGPOLE WITH #312 1/4- KAU. �'IV,\mnV "I'll" ry 111 rnt•G.mG.I\1 W DURANODIC BRONZE 3" RAD. LPROPOSED PAVEMENT O �- I I ANODIZED FINISH '^ ADJACENT CONCRETE WALK TO BE FLUSH WITH TOP a ° :z• ::'•.'•' v. 4 :. 16 GAUGE CORRUGATED° ;:; :' '::' :'•o;: Surface STEEL TUBE WITH STEEL . ° ----- SUPPORT PLATE AND LIGHTNING ROD :•a;: ': ` :':;.' ° >•.; :•: Imes Thomas E. Mosure NOTE: USE METAL SHIMS ° a ' '` o.:.:: mar prepost or coil b ce. Y teoTEs No. 032543 TO SECURE FLAGPOLE. '' TMK inn as :v;';.:i.; :.'�:�'Concrete to be Clan A3 if cost in peace, SHIMS PROVIDED BY ° d 4000 PSI if prscost. l I GENERAL CONTRACTOR a a °. PROVIDE BOB EVANS REPRESENTATIVE WITH PROFILE Subbase 0 ° , FOR APPROVAL PRIOR TO CONSTRUCTION :• -•I Curb etpving a radN,e of 300 N. or Im NOTE: INCLUDE ONE NYLON U.S. (along face of curb) will be paid for as •iA'�' radial curb. FLAG. COORDINATE SIZE WITHWhen this 81an001d1s1oe0tied into oie1"q"Thedeplhofaxbmoyberedueedaemuchos3" � QSTM�� barrier ewb, the, pn st ind r to ea mode within I i3"depth)or increesed as much as r(19"depth) 62-12656-00-M W M BOB EVANS REPRESENTATIVE lu or the e, standards moos a regular In order that the bottom of curbwili Coincide with °Wwgs• Ind top of o Cowie of the paysmea substructure. DO-0326 1/� ?Us curb shOl be used when design speed is Otherwise the depth is to be 16"shorn.D/ as No -03 92V V rL""*'NCURB SECTION greater that 40 MPH on Rural hfghweys and adjustment In the price bid is to be mode for a 43 MPH In developed Urbonond Suburban decrease or on inereon In depth. NOT TO SCALE areae SPECIFICATION C1.2 l 1ri'FLAGPOLE BASE SECTION STANDARD 4"CURB RE 105 Ci.i NOT TO SCALE �2 DATE SUBMITTED 02/13/06 4 OF 15 201.02 VIRGINIA DEPARTMENT OF TRANSPORTATION :a NOTE: HANOICAPPED SIGNS PROVIDED BY GENERAL CONTRACTOR, PER LOCAL ACTUAL STRIPING AN ARRANGEMENT REQUIREMENTS BOLT TO STEEL POST r - -`- - MAY DIFFER, SEE SITE PLAN SHEET Cl t FOR PROPER LAYOUT. HANDICAPPED _ PAR642 50 to 300 FINE' SIGN $so to 'S50 # _ �' � i - ' � HANDICAP PARKING SIGN, N co 'Ir W) `' CONCRETE "VAN ACCESSIBLE" SIGN SEE DETAIL A/01.2 AA VAN BETWEEN ACCESSIBLE AS NOTED ON SITE PLAN .;�. t _ -_�_.' (MOUNT IN SIDEWALK) ZONb SM BI X3 FEB 2006fITAL 2" AND 6" F. _ I � 6" PAINTED 2" DIAMETER SCHEDULE 40 STEEL f �-F. ' ��.. � I- i-' - - TAPER ASPHALT TO BE � 2� u' -t_ C YELLOW PIPE, PAINTED P-8 - _ FLUSH WITH CONCRETE WALK AT TOP HEALTH � �TAL r 28 JUL LVW STRIPING 6" DIAMETER SCHEDULE 40 STEEL PIPE, 4- ° 0 DO D@'ARitiI W SMA"AL PAINTED P-8 4 a e 4 PARKING ° d ? ° 8DD00Ad WC01�BffA=WN ° CONCRETE SIDEWALK ACCESSIBILITY SYMBOL ......: PAINTED ON PAVEMENT PROPORT110NING GUIDE ..... \N 6" DIAMETER POST IN 12" ° ° / DIAMETER CONCRETE * TO BE BLUE IN COLOR, UNLESS OTHERWISE SPECIFIED a FOOTING •d U U:. //\\ RQ PAI c m PAINTED SYMBOL, •� / HANDICAP SIGN MOUNTING HEIGHT PER LOCAL SEE DETAIL 8/C1.2 n C � o \/\ //,�/ CODE AND INSTALLATION PER LOCAL C 0 REQUIREMENTS Of �BHANDICAP SYMBOL C 1.2 NOT TO SCALE °D rFHANDICAP RAMP •�:= .c A HANDICAP SIGN 0 C1.2 NOT TO SCALE C1.2 NOT TO SCALE � � � .� � C 0 c SITE ELECTRICAL NOTES 1. EACH LIGHT CIRCUIT SHALL HAVE HOME RUN CONDUIT TO SWITCHGEAR. 2. FINAL ADJUSTMENTS OF SITE LIGHT ANGLES AND DIRECTIONS ARE TO BE MADE AFTER DARK, AVOID INTERFERENCE _•�.. WITH TRAFFIC OR ADJACENT PROPERTY • , PER SATISFACTION OF BOB EVANS REPRESENTATIVE. � 3. ALL SITE LIGHTING TO BE WIRED IN 1" PVC EACH CIRCUIT TO HAVE DIRECT RUN TO THE SWITCHGEAR. DO NOT LOOP CIRCUITS. 4. SITE LIGHTS, POLE SIGNS, SIDE BUILDING SIGNS AND ROOF LIGHTS ARE CONTROLLED BY "LITE STAT" SYSTEM. co _j CID 5. SITE SIGN CONDUIT SHALL BE 1-1/2" DIRECT TO SWITCHGEAR. INCLUDE GROUND WIRE IN CONDUIT AND SEPARATE GROUND ROD AT FOUNDATION FOR POLE. M N 04 1" NON -SHRINK GROUT v, POLE AND ANCHOR � W BOLTS BY ELECTRICAL " AT 45' TYP. CON CHAMFER 1 TRACTOR Z01 0 d d d 1" x 12" x 12" STEEL BASE II I J d PLATE" DIA. x I z • WITH (4) 3/4 Z IL° I d .Il Q 2'-V LONG ANCHOR BOLTS a � d WITH 4" LONG HOOKS4 DRILL 24 O HOLE DO NOT O Q e al d FOUNDA�ON G 40° d II 4I� I V — JI ! 7, W -My 114 CONDUIT BY ELECTRICAL / /� CONTRACTOR \\\/ ° p I a a //�\\//V 0 4;' 24" DIAMETER CONCRETE \ PIER WITH (4) #1 REBARS Q j UPRIGHT AND #3 TIES AT z j/ a 12" O.C. VERTICAL A W SECTIO T� �rL� J 01111 �TH 0 #3 IIES AT 12" O' 1pc c . O.C. VERTICALLY ✓� 4. A' V Thomas E. Mosure y No. 032543 A • 44 (4) ilk �� .w��•, REBARS UPRIGHT N A q MS PROJECT NUMBM 62-12656-00—M p DO -0326 rD' SITE LIGHT BASE C1.2 NOT TO SCALE C1.3 DATE SUBMITTED 02/13/06 5 OF 15 r e H H I I I I o 540.30 BLOCK Cl - DB 2916-22, DB 2672-727, DB —' - - ` - 147 ACRES - - ZONED___PD-MC- CATCH BASIN \ 2 GRATE - 540.00 12' INV. (SE) . 537.28 \ 12' INV. (NF) = 537:18 \ 1 1 I II + 1 � 1 r 1 � II + + I \ I � I / 4 h�o� / I I I I I I I I --� -- EX SAN I + I + r I I I I I I I I + GAS EX GAS - , .. +fib EX. SIDE NniIYMFAD TOWNCENTER TMP 32-{3B TARGET CORPO A -WN � DB 2678-264 - + A2789-125 ED PD -MC + 411 USE: RETAIL � EX. LIGHT POLE A� + II I II III W 0 ry EX GAS O KEYED NOTES O 1. 6• STORM LINE FROM ROOF SCUPPERS. CONNECT TO P.V.C. PIPE BELOW GRADE AS SHOWN ON PLAN. Z 4• STORM UNE FROM DOWNSPOUTS. CONNECT TO P.V.C. PIPE BELOW GRADE AS SHOWN ON PLAN. 3. FINGER DRAINS PER DETAIL C/C2.1. 4. CONTRACTOR MUST RESET BENCHMARK AFTER STORM STRUCTURE IS BROUGHT TO FINAL GRADE. 5. DOWNSPOUT TO OUTLET INTO LANDSCAPED AREA USING A VELOCITY REDUCTION STRUCTURE. 6. EXISTING STORM PIPE AND INLET TO REMAIN. NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1. (C) 6- AND 4- STORM CONDUIT IS P.V.C. SDR -35. (D) 12- STORM CONDUIT IS ADS N-12. SMOOTH INTERIOR HDPE PIPE; REINFORCED CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL. (E) UTILITIES. OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES PLAN (C3). (F) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.1 AND G/C2.1. LEGEND t00 PROPOSED CONTOUR EXISTING CONTOUR 1100.50 - PROPOSED ELEVATION TOP OF CURB 100.00 PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT MAJOR FLOOD ROUTE ARROW 0 10 2030 40 SCALE: 1" =20 UNDERGROUND UTILITIES TWO WORKING DAYS BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY DATE SUBMITTED 02/13/06 17�7 V_ N 1 M IV U) ZONNQ 81 ®1E B/�/�/WAL 200 13 FEB 6 13 FEB 2006 HEALTH DWAR MEWr GUMMAL 26 JUL 2005 Bl� Dwmime R almfrrAL BD DOCUMF8I118/OONBiFJCi10N N UCD 0. •�•� . C Cd 0 C 0 �a U Q w 4z o � o C) C14 Z� Z s co Q �_ .� 0. ir W = v W 0 V, Z O Z aQM Lc z Q 0 o n < W � � V W O � V♦ voNLTH Op Lr� 0�� UO Thomas E. Mosure y No. 032543 SI L•ta MS PROJECT 62-12DD C2 6 OF 15 I H W �- \ \ \ _ Ile 546.21---- \ \ 1 \ 545.71 EX. 548.15 / I EX. 550.001 .50 \ , .00 , 547.10 \ \ 1 \ I 547.60 \ \ , � : . / I I I 1 54x.85 � I I ► I I � / � / / / / / / / \\ \ 11 I I I 1 I oLAJ \\ I I I I I I 1 544.95 v� I I I I I I .35 544 I I I I I I I � I I I I I 1544.75 ! I I I I 1 I I (1 /! 1 I I I 1 I I I I I I ! Oil 541.90 \ ---\ PR._tA:P \54280 \ 1.10 539.80 - 541.00 541.40 540.90 1.44 540.30 - - - - ti`' 541..64 + -?SM- - - SS_-- -------- - - 1 541.60 ------.--- 541.10 � I I \ HOLLYMEAD f9MCENIER ` - - - - eLocK Cl H. P,/ / + ° ° 50.75 TMS sg-415-- _ _ 541 I 1 \ \ \ D6 2916-22, DB 2672-727, D� - - _ -447.7 ACRES _ _ 542. ' .55 ZONED. I I \ \ \ \ 54 95 •UNDEVELOPED � _ �- a \\ � 540.65 I I 1 \\ \ \ \ \\ \� \\ \\ \ 541.75 I 1 \ \ � \ 542.9051 c \ \ \ .P. T H.P. �k I I � I f I 11 \ i 11 I 541.30 i� 2.9x °� \ / r �6 a�. + 4 I 542.59 54213 c \ 1 542.26 541.80 1 a I I I 1 I I 54Z 1542.38 EX. 8" PVC "Y I EX SAN EX SAN EX N EX SAN =/543. i / 6. NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1. (C) 6" AND 4" STORM CONDUIT IS P.V.C. SDR -35. (D) 12" STORM CONDUIT IS ADS N-12, SMOOTH INTERIOR HDPE PIPE; REINFORCED CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL. (E) UTILITIES, OTHER THAN STORM SEWER. ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES PLAN (C3). (F) COS RACTO1R SH H INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAI LEGEND ZONM WIM aMU"AL '13 FM 2006 ENOMISIM KIM SURA TML is 2006 W -AL' 1 DWAFflir6dr MAMMAL M JUL 2005 RM DWARnAW MAMMA. U •C c C �cd LL C i 0 U E MAJOR FLOOD ROUTE ARROW 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY w z Q J a z 0 4< /r V W ,NLTNp O O 1 uThomas E. Mosure y vJ10NALtir ,Zq,•O MB PROJECT NUII 62-12656-00-M DO -0326 C2.1 7 OF 15 o o 100 M in M EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB Q CD 1 PROPOSED ELEVATION - PAVEMENT 100.00 MAJOR FLOOD ROUTE ARROW 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY w z Q J a z 0 4< /r V W ,NLTNp O O 1 uThomas E. Mosure y vJ10NALtir ,Zq,•O MB PROJECT NUII 62-12656-00-M DO -0326 C2.1 7 OF 15 OJ 100 PROPOSED CONTOUR Z J EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB Q 100.E 1 PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT = MAJOR FLOOD ROUTE ARROW 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY w z Q J a z 0 4< /r V W ,NLTNp O O 1 uThomas E. Mosure y vJ10NALtir ,Zq,•O MB PROJECT NUII 62-12656-00-M DO -0326 C2.1 7 OF 15 MANHOLES. CATCH BASINS AND GREASE TRAPS BAC K FILL REQUIREMENTS FINISH GRADE OR SUB GRADE / / //�•//� \IV \ \ \ -- ------ -- — .I I i I I I I i I I I w zoo arta SUNA"AL 13 FEB 2006 / CONTRACTOR TO BACKFILL / / / . .. - .. •-` , \\/\\ \\\ INFLUENCE TRENCH OF STRUCTURE /// . . - �. ��. ' ° WITH COMPACTED GRANULAR / / STRUCTURE / \/\ errEBaLS R� FEB 2006 BACKFILL, 98% STANDARD PROCTOR \ (FULL DEPTH). // / INFLUENCE TRENCH / NOTE: PAVING THICKENS TO 9" AT CATCH BASIN13 MANUFACTURED OR FIELD CONSTRUCTED CATCH (TYPICAL) 2 j(200ARMW ,� /\/ OF STRUCTURE //x BASIN MAY BE USED IF SITE CONDITIONS, LOCAL STANDARDS, AVAILABILITY, AND/OR COST MAKE FOR MANHOLES USE NEENAH FRAME AND GRATE R-1551, AND FOR �� e�TT� \\\ \ AN ALTERNATE PRACTICAL BID AS AN CATCH BASINS USE NEENAH FRAME AND GRATE ALTERNATE AND CLARIFY IN BID. R-2502 B FOR HIGH CAPACITY CATCH BASINS USE NEENAH FRAME AND GRATE R -2580-C SERIES. RIM 4" PERFORATED P.V.C. PIPE, ASTM -133034 — , ELEVATIONS AS SHOWN ON THE SITE GRADING PLAN SHEET. BD IRUCTION \ \ AT EACH CATCH BASIN, SEE DETAIL C/C2.1 GROUT PIPE INTO OPENING (TYPICAL) BACKFILL TO BE PLACED IN 8" LIFTS AND TESTED EACH 24" DRAINAGE STRUCTURES SHALL BE 2' INSIDE REFER TO THE SITE GRADING PLAN DIMENSION PRE CAST OR BLOCK, PER CITY SHEET FOR PIPE TYPE AND SIZE. OF CHARLOTTESVILLE STANDARDS. _F DEPTH OF FILL - ((1) TEST PER STRUCTURE PER 2' FILL) I I LOCATIONS CERTIFIED BY REPUTABLE TESTING COMPANY, CONTRACTOR TO UNDERCUT STRUCTUREU ap BASE BY 8". REPLACE WITH COMPACTED COMPARISONS SHALL BE DOCUMENTED PRIOR TO ISSUANCE OF�- GRANULAR BACKFILL. 95% STANDARD PAYMENT. PROCTOR. "C C * NO ON SITE FILL WILL BE ALLOWED FOR UTILITY .. 0 C� STRUCTURES UNLESS SPECIFICALLY APPROVED BY •� BOB EVANS REPRESENTATIVE c rA'WTILITY STRUCTURE BACKFILL RE UIREMENTSST cd r " .1ORM c2NOT TO SCALE B STRUCTURE DETAIL � D U C2.1 NOT TO SCALE 0) C ao 0 V TYPICAL CLEAN OUT COVER IN ALL PAVED/CONCRETE AND LANDSCAPE AREAS. NEENAH FOUNDRY CO. - COLUMBUS, OH, PHONE: 614-876-9837. m NEENAH - R-1976 CLEAN OUT COVERS FOR ALL SANITARY AND STORM CLEAN OUTS y COMPACT GRAVEL BASE w in r / / \ \ \ .R.M04 'l F O 04 \ // / / �< ;� .�.: �:�;�� '�;..,�. ,�,�< ,.` •�' ''` '�ASPHALT CONCRETE LAN OR \\%\\%\\%\\%\\%\\\%\\%\\%\\%\\%\\% AREAS. SEE SITE GRADING PLAN ESHEETOD Q CLEAN OUT PLUG, 3" BELOW BOTTOM OF THE MANHOLE LID Z 4" DIA. x 10'-0" LONG P.V.C., SDR -35, NOTE: PERFORATED TOP, (4) PER CATCH BASIN OR MANHOLE, (2) PER CURB INLET, SEE CLEAN OUT LOCATIONS MARKED C.O. ON Q I I SITE GRADING AND STORM PLAN GRADING AND UTIUTY PLANS. 0 = ca J Q fo U ~ W rC'NMNGER DRAIN C2.1 NOT TO SCALE D CLEAN OUT DETAIL „ C2.1 NOT TO SCALE --� J LL U Q m PAVED UNPAVED AREA NOTE:clF— SURFACE SEE PAVEMENT DETAIL FOR (SEE NOTE 3) 1. BEDDING THICKNESS UNDER PIPE BARREL b, SHALL BE 1/8 OF Bc; 4" MIN. Bc IS OUTSIDE DIAMETER OF PIPE AT BELL PAVEMENT SECTION r:.; .;.:.;...:,.,:....... z Q Z //\ 2. THE HAUNCH AREA OF THE PIPE MUST BE FULLY SUPPORTED; THEREFORE THE BEDDING MATERIAL SHALL BE HAND COMPACTED AGGREGATE 1" \\/\\/\\/\\/\\ SUITABLE ONSITE MATERIAL, PER PLACED AND COMPACTED UNDER THE PIPE HAUNCH. / SECTION 02200 PART 2-1 AND r- MAX. DIAMETER, COMPACTED \//\//\// V TO 98% STD. PROCTOR \\//\\//\\//\\// COMPACTED TO 95X STD. PROCTOR 3. IF UNPAVED AREA IS WITHIN 10' OF PAVEMENT OR STRUCTURE THEN FOLLOW TRENCH GUIDELINES FOR PAVED AREA. > SECTION 02200 \\/\\/\\/\\/\\ (TO BE PLACED IN 8 LIFTS MAX.) O (n 0 • \\/\\/\\/\\/\\ 4. PIPE DIAMETER OF 4" OR SMALLER SHALL HAVE A MAXIMUM TRENCH WIDTH OF 120. '�' TRACER WIRE #14 THIN BLUE ' TRACER WIRE #14 THIN BLUE FOR YELLOW EEN FOR 5. BEDDING AND INITIAL BACKFILL SHALL BE SAND FOR ALL UTILITY CONDUIT CARRYING WATER, ELECTRIC, GAS, AND / , i i FOR WATER, GREEN FOR \\/\\/\\/ TELEPHONE.a: r SEWER, YELLOW FOR GAS,//� \ \\//\\ ORANGE FOR COMMUNICATIONS ORANGE FOR COMMUNICATIONS INTIAL BACKFILL ANY DEVIATION FROM THE ABOVE DETAILS AND SPECIFICATIONS MUST HAVE WRITTEN APPROVAL FROM THE ON-SITE BOB ' 4,4' ,. INITIAL BACKFILL „' �: • ; ' : ' '. ;. EVANS REPRESENTATIVE. ad `. NLTIJ OF BEDDING AND INITIAL BACKFILL TO BEy : r • BEDDING AND INITIAL BACKFILL TO BE L a . COMPACTED GRANULAR MATERIAL 1/2" .. • .:' :; . '. COMPACTED GRANULAR MATERIAL 1/2" r NOMINAL DRAINAGE FILL, SEE NOTE 5. NOMINAL DRAINAGE FILL, SEE NOTE 5 SECTION 02200 SECTION 02200 p' •-� U Thomas E. Mosure y No. 032543 I I N AL NOT TO SCALE NOT TO SCALE MS PROJECT NIUIMIBER 62 12656-00-M DO -0326 (j)UTILITY TRENCH BACKFILL REQUIREMENTS I C2.1 NOT TO SCALE DATE SUBMITTED 02/13/06 C2.2 8 OF 15 .- SEDIMENT AND EROSION CONTROL NOTES TIMING OF SEDIMENT - CONTROL PRACTICES: DITCH BARRIERS: EROSION AND SEDIMENT CONTROL NARRATIM SEDIMENT CONTROL PRACTICES SHALL BE FUNCTIONAL THROUGHOUT EARTH- DISTURBING ACTIVITY. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ORIENTED PERPENDICULAR TO THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE t t SETTLING FACILITIES, PERIMETER CONTROLS, AND OTHER PRACTICES INTENDED TO TRAP SEDIMENT SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING AND ANOTHER. PLAN Dlg3IGN11lR: WITHIN SEVEN DAYS FROM THE START OF GRUBBING. THEY SHALL CONTINUE TO FUNCTION UNTIL THE UPSLOPE DEVELOPMENT AREA IS RESTABIUZED. THE REMAINING STEPS FOR INSTALLING A STRAW BALE BARRIER FOR SHEET FLOW APPLICATIONS APPLY HERE, WITH THE FOLLOWING ADDITION. t i t t t t t t i i ms consultants, Inc. '� STABILIZATION OF NON STRUCTURAI�PRACTICES: THE STRAW BALES SHALL BE INSTALLED SUCH THAT UNDERCUTTING BENEATH THE BALES IS MINIMIZED BY THE USE OF ROCK CHECK DAMS PLACED ADJACENT TO THE 2221 SCHROCK ROAD C4 0 COLUMBUS, OHIO 43229-1547 CONTROL PRACTICES SHALL PRESERVE EXISTING VEGETATION WHERE ATTAINABLE AND DISTURBED AREAS SHALL BE RE -VEGETATED AS SOON AS PRACTICAL AFTER STRAW BALES. PHONE: (614) 898-7100 FAX: (614) 898-7570 13ZONINRM ��' GRADING OR CONSTRUCTION. THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS OF THE END BALES ARE HIGHER IN ELEVATION THAN THE TOP OF THE LOWEST MIDDLE DENUDED AREAS SHALL HAVE SOIL STABIUZA71ON APPLIED WITHIN FOURTEEN DAYS IF THEY ARE TO REMAIN DORMANT FOR MORE THAN FORTY-FIVE DAYS BALE TO ASSURE THAT SEDIMENT -LADEN RUNOFF WILL FLOW EITHER THROUGH OR OVER THE (BARRIER BUT NOT AROUND IT. II1l�'i8.: FM20�TTA� PERMANENT OR TEMPORARY SOIL STABIUZA71ON SHALL BE APPLIED TO DENUDED AREAS WITHIN FOURTEEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION MAINTENANCE., BOB EVFARMSINC. HEALTH D@'AFi11r8�IF 8U�fT'TAL 3776 SOU OF THE SITE, AND SHALL ALSO BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT SOUTH . TH HIGH STREET 28 AUL 2005 (UNDISTURBED) FOR LONGER THAN FORTY-FIVE DAYS. STRAW BALES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY' DURING PROLONGED RAINFALL COLUMBUS, OHIO 43207 PHONE. -(614) 491-2225 FAX: (614) 492-4990 �� 8Ul�iTAL t t SEDIMENT BARRIERS: CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND UNDERCUTTING BENEATH BALES. SHEET FLOW RUNOFF FROM DENUDED AREAS SHALL BE INTERCEPTED BY SEDIMENT BARRIERS.BD DOCUMENIW/OONBTRUCTION NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT BARRIERS SUCH AS SEDIMENT FENCE OR DIVERSIONS TO SETTLING FACILITIES SHALL PROTECT ADJACENT PROPERTIES AND WATER RESOURCES FROM BOB EVANS FARMS, INC. SEDIMENT TRANSPORTED BY SHEET FLOW. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF 3776 SOUTH HIGH STREET THE HEIGHT OF THE BARRIER. COLUMBUS, OHIO 43207 BUT PROTECTION: PHONE: (614) 491-2225 FAX: (614) 492-4990 ALL STORM SEWER INLETS WHICH ACCEPT WATER RUNOFF FROM THE DEVELOPMENT AREA SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WALL NOT ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, ENTER THE STORM SYSTEM WITHOUT FIRST BEING PONDED AND FILTERED. PREPARED AND SEEDED. SEDIMENT FENCE: THE SITE IS BORDERED TO THE NORTHEAST BY THE DE'VELOPMENT'S DETENTION POND, TO MAINTENANCE: THIS SEDIMENT BARRIER UTILIZES STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR THE SOUTHEAST BY ROUTE 29, SEMINOLE TRAIL, AND TO THE WEST BY COMMERCIAL TEMPORARY EROSION CONTROL FEATURES SHALL BE ACCEPTABLY MAINTAINED AND SHALL BE REMOVED OR REPLACED WHEN DIRECTED BY THE ENGINEER AT NO t t COST TO THE OWNER. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS. OVERLAND FLOWS ARE EXPECTED. DEVELOPMENT. V W �+ L 1. THE HEIGHT OF A SEDIMENT FENCE SHALL NOT EXCEED 36 -INCHES (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE ,= STOCKPILES' STRUCTURE). C n ALL SOIL STOCKPILES SHALL BE PROTECTED FROM EROSION BY PERIMETER CONTROL DEVICES SUCH AS STRAW BALE DIKES OR FILTER FABRIC FENCES. AND NO AREA OF THE SITE APPEARS TO BE CRITICAL ALL SITE AREAS WILL BE CONDUCTED 0 THESE PERIMETER CONTROL DEVICES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE THROUGH THE STORM SYSTEM DISCHARGING TO THE EXISTING DETENTION POND.Id PERMANENT VEGETATION: NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY SEALED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL GROUND COVER IS ACHIEVED WHICH, IN THE OPINION OF THE ENGINEER, PROVIDES 3, POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 2 FEET). WHEN EROSION AND SIZE RUNOFF WILL BE CONTROLLED BY THE USE OF INLET PROTECTION AT ADEQUATE COVER AND IS MATURE ENOUGH TO CONTROL SOIL EROSION SATISFACTORILY AND TO SURVIVE ADVERSE WEATHER CONDITIONS. EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET. PROPOSED CATCH BASINS AND SILT FENCE ON THE DOWN HILL SIDE OF SLOPES.1w U4 CONSTRUCTION ACCESS ROUTES: 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. SIM CONTACT; � � V � MEASURES SHALL BE TAKEN TO PREVENT SOIL TRANSPORT ONTO SURFACES OR PUBLIC ROADS WHERE RUNOFF IS NOT CHECKED. t t 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING BOB EVANS FARMS, INC. INSPECTION SCHEDULE: HEAVY DUTY WIRE STAPLES AT LEAST 1 -INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES AND SHALL 3776 SOUTH HIGH STREET 1. DIVERSION SWALE AND STRUCTURAL PROTECTION - INSPECT EVERY 7 DAYS OR AFTER EACH RAINSTORM PRODUCING RUNOFF. REPAIR AS REQUIRED. NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. COLUMBUS, OHIO 43207 L 2 INLET PROTECTION - INSPECT FOR SEDIMENT ACCUMULATION AFTER EACH RAINFALL AND DAILY DURING CONTINUED RAINFALL. REPAIR OR REPLACE WHEN 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8 -INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. PHONE: (614) 491-2225 FAX: (614) 492-4990 0 0 THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. L) WATER FLOW IS RESTRICTED BY SEDIMENT. C 3. VEGETATIVE PLANTING -INSPECT AFTER SPROUTING OCCURS AND REPLANT BARE AREAS. INSPECT ESTABLISHED COVER EVERY 15 DAYS FOR DAMAGE; 7. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSURE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED IN SUCH A CASE, THE REPLANT AS REQUIRED. MAINTAIN ESTABLISHED COVER AT MAXIMUM 6' HEIGHT. IRRIGATE AS REQUIRED DURING DRY PERIODS TO MAINTAIN LIVE VEGETATION. FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM N0. 6 APPLYING. 8. THE TRENCH SHALL BE BACKFILLED AND SOIL COMPACTED OVER THE FILTER FABRIC. CONSTRUCTION SEQUENCE: 1. INSTALL SEDIMENT CONTROL MEASURES 9. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY t t 2. ROUGH GRADE SITE AND STOCKPILE TOPSOIL STABILIZED. 3. TEMPORARY VEGETATION �Id�ll� 40 4. INSTALL STORMWATER MANAGEMENT MEASURES . .. a 5. INSTALL ROAD AND PARKING BASE 6. SURFACE ROADS AND PARKING SEDIMENT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY 7. FINAL GRADING REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 8. PERMANENT VEGETATION 9. INSTALL LANDSCAPING SHOULD THE FABRIC ON A SEDIMENT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE 10. PERFORM CONTINUING MAINTENANCE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEP061TS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF co W co THE BARRIER. M N M It t t ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SEDIMENT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE Cq o EXISTING GRADE, PREPARED, AND SEEDED. V, EXISTING W PAVEMENT Z 6" MIN. STONE 30 S,• a Z F�l FwR tt INSTALLATION AND MAINTENANCE GUIDELINES FILTER CLOTH MOUNTABLE BERM Q to ON! THE EMPTY BAG SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS -.� Z TTHHEEDBOTTOM FUSING GRRAADEE SUONAL E) VF/HE�UNiT.P ATTACHH ABSOABSORBENT RBENT PLLLOILLOW LWW TO TETHER PROFILE = Q LOOP. TUCK THE ENCLOSURE FLAP INSIDE TO COMPLETELY ENCLOSE THE GRATE. HOLDING THE LIFTING DEVICES (DO NOT RELY ON LIFTING DEVICES TO SUPPORT THE ENTIRE WEIGHT OF 0 ♦C^^ FR I THE GRATE), PLACE THE GRATE INTO ITS FRAME. V, MAINTENANCE; REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND VICINITY OF UNIT AFTER EACH STORM EVENT. REMOVE SEDIMENT THAT HAS ACCUMULATED WITHIN THE EXISTING GROUND Q CONTAINMENT AREA OF THE BAG AS NEEDED. IF USING OPTIONAL OIL ABSORBENTS; REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION. t t L1.J 1.; ✓ EXISTING PAVEMENT O DANDY BAG OR APPROVED EQUAL 0 �- �- Z FLAP FO LDS OVER TO VELCRO Q Q t t CLOSURE GRATE g:U Q 0 0 0 0 PLAN VIEW O Z LIFTING STRAPS ALLOW W W EASY OF UNIT� GRTATE o 0 0 0 STABILIZED CONSTRUCTION ENTRANCE O O O OC2.2 NOT TO SCALE Q w 00 00 � STANDARD FABRIC IS AN NOTES• ORANGE WOVEN 1. STONE SIZE - USE 2' STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. ,� �I.TN A L NOTES: MONOFlLIMENT Li p BOTTOM OF TRENCH AND 1. WIRE MESH TO BE BACKFILLED. DANDY BAGD OR APPROVED EQUAL GRATE 2 LENGTH - AS REQUIRED. BUT r� LAID RAT ON BUT NOT LESS THAN 50 FEET. 2. POSTS TO BE DRIVEN A MIN. OF TWO 3. 1HICKNESS -NOT LESS THAN SIX (6) INCHES ; �~ U FEET (2') INTO GROUND. - - - Thom«s E. Mosure y :. - 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. No. 032543 p • 1 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. t t 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF N rA"VILTER F I FENCE DETAIL PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. A .z9- C2.2 NOT TO SCALE 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACK OR FLOWING OF SEDIMENT ONTO PUBLIC MS PROJECT NUS RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT ANY 62-12&%-00-M MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. DO -0326 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVED SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, B INLET PROTECTION IN PARKING LOT AREAS IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE C2.2 NOT TO SCALE 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. C2.3 it DATE SUBMITTED 02/13/06 9 OF 15 F3 ft i d / I I HOLLYMEAD TOWNCENTER \ \ \\ BLOCK 1 LOTB \ DO 29 -22, 32-410 B 2672-727, DB \661 — / 1. 4 CRES / ZDKD-MG-- .i L S&: UNDQUOPED :AD TOWNCENTER i 3LOCK Cl LOT B 4P -32_-_4M5 2, DB 2672-727, Dlr- — 1661-116 .97 ACRES NED: PD -MC UNDEVELOPED X SAN �I TMP 32-43B TARGET CORPORATION 1'N1 ^^7n —1 VA 9 A z0.00 - I I I I I II I I I I 0 m Q EX GAS OKEYED NOTESO 1. GAS UNE TO BE SIZED BY GAS COMPANY. RUN UNE FROM METER TO EXISTING GAS MAIN PER RECOMMENDATIONS OF GAS COMPANY. ALL MATERIALS AND INSTALLA11ON ARE TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND N.F.P.A. STANDARDS. INCLUDE TWO GUARD POSTS AT METER LOCATION. 2. UNDERGROUND ELECTRICAL SERVICE FROM POWER COMPANY SOURCE. PAD MOUNTED TRANSFORMER AND THE PRIMARY SERVICE CONDUCTORS BY THE POWER COMPANY. CONTRACTOR SHALL PROVIDE THE PRIMARY CONDUIT(S) (QUANTITY, SIZE, TYPE,...) AS REQUIRED FROM THE POWER COMPANY ELECTRIC SERVICE SOURCE (EITHER EXISTING OR NEW) TO THE PAD MOUNTED TRANSFORMER. CONTRACTOR SHALL INSTALL GUARD POSTS AND CONCRETE PAD PER ALL STATE AND LOCAL CODES, POWER COMPANY, N.F.P.A., AND N.E.C. STANDARDS. (AS APPLICABLE). CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY AND VERIFY THE TRANSFORMER LOCATION, PAD SIZE, ORIGIN OF SERVICE, AND ALL STANDARDS FOR WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE SECONDARY SERVICE FEEDERS AS PER THE ELECTRICAL RISER DIAGRAM. SEE SWITCHBOARD ELEVATION AND RISER DIAGRAM ON ELECTRICAL SHEETS. 3. SITE LIGHT. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 4. BOB EVANS BUILDING SIGNS, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 5. INSTALL 1000 GAL GREASE INTERCEPTOR PER ALL GOVERNING CODES. SET LID FLUSH WITH GRADE. SEE PLUMBING SHEETS FOR DETAIL CONTRACTOR TO CONSTRUCT CONCRETE SLAB PER DETAIL ON PLUMBING SHEETS. 6. 2" PVC (ANSI/AWWA STANDARD C901-96) DOMESTIC AND IRRIGATION COMBINATION SERVICE LINE, PER ALL GOVERNING CODES. CONTRACTOR MUST VERIFY REQUIREMENTS OF LOCAL CODES, UTILITY COMPANY AND GOVERNING OFFICIALS. INCLUDE IN BASE BID ALL ADDITIONAL VALVES, PIPING, STRUCTURES, ETC., THAT WILL BE REQUIRED. INCLUDE GATE VALVE AND WELL AT MAIN MAINTAIN A MINIMUM PRESSURE OF 40 P.S.L. (SEE NOTE G). 7. 6" P.V.C. SANITARY SEWER. ASTM D-3034, SDR -35. THE SANITARY LINE SHOULD HAVE A SLOPE OF 1 TO 2% CONTACT THE ENGINEER ONCE TIE—IN INVERT IS LOCATED TO VERIFY SLOPE. CONTRACTOR TO COMPLY WITH LOCAL CODES FOR MINIMUM SLOPES. S. 3" SCHEDULE 40 P.V.C. SLEEVE FOR IRRIGA11ON LINE. CONTRACTOR TO FLAG ENDS OF SLEEVES. 9. CONTRACTOR SHALL TAP INTO THE EXISTING SANITARY SEWER SERVICE LINE. COORDINATE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS. (SEE NOTE H) 10. "CARRY HOME KITCHEN" BUILDING SIGN. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 11. CONTRACTOR TO CIRCUIT LIGHT FIXTURES) TO SECURITY CIRCUIT, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 12. LOCATION OF MAIN POWER UNE IS ESTIMATED FROM EASEMENT INFORMATION. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATION. 13. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE APPROVED BY BOB EVANS REPRESENTATIVE. 14. CONTRACTOR IS TO LOWER GAS MAIN IF REQUIRED TO MAINTAIN COVER. COORDINATE WITH THE GAS PROVIDER. SEE SHEET C2 FOR PROPOSED GRADES OVER GAS LINE. 15. CONTRACTOR IS TO INSTALL DUCTILE IRON THE TAP TO THE METER PIT. WATERLINE TO BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 16. PROPOSED METER PIT. NOTES: (A) ALL EXISTING UTILITIES, AS TAKEN FROM SURVEY BY RIVANNA ENGINEERING AND SURVEYING AND PART FROM RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO OR UPON PREMISES SHOWN ON PLAN. (B) CONTRACTOR RESPONSIBLE FOR MAINTAINING A MINIMUM COVER OF 4.6 GRADE OVER PROPOSED WATER LINE. (C) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM -INATE WITH SITE GRADING PLAN (C2). (G) CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING UTILITY LINES. PROPOSED UTILITIES SHOULD TIE INTO EXISTING UTILITIES AT A POINT LOCATED AS CLOSE TO THE PROPOSED BUILDING AS POSSIBLE, IF CONDITION OF EXISTING UTILITY ALLOWS. REMOVE AND DISPOSE OF ANY UNUSED PORTION OF THE EXISTING UTILITY UNE. (H) SANITARY SERVICE TIE IN AS PER PLAN, TO BE FIELD VERIFIED BY CONTRACTOR. THE CONTRACTOR SHALL TRY TO TIE THE PROPOSED SANITARY SEWER SERVICE TO THE EXISTING SANITARY SERVICE WITHIN THE PROPERTY LINE. REMOVE ANY UNUSED PORTION OF THE EXISTING UTILITY LINE. (1) CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AND TRENCH WHERE PROPOSED UTILITY CONDUIT IS NEEDED. REPAIR PAVEMENT AFTER U11UTY CONDUIT IS PROPERLY INSTALLED AND BACKFILLED AS PER NOTE J. (J) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.1 AND G/C2.1. (K) CONTRACTOR TO CIRCUIT SITE LIGHTS AND SIGNAGE TO BUILDING, SEE ELECTRICAL SHEETS FOR CIRCUITS AND PANELS. 0 10 20 30 40 SCALE: 1"=20' DATE SUBMITTED 02/13/06 �- N t7 1n aEM StUMAL FM 2008 OM 8UMMAL 13 F FfEB 2006 IH DWARFMW aS TAL 28 JUL 2005 MMM DEPAMMeiT MEMMMAL d 4>D C o 'cCL c QCn :0 �d cd N Q N 't 00 cLd- 4 � 0 V A E J Z J co z W_ o 0 c QCn a: N Q N �w 4 � J Z J co �NLTH OpGf u Thomas E. Mosure y No. 032543 62 12656 -00 -DD DO -0326 C3 10 OF 15 z J 0 CLQ QCn a: W Q � �w 4 � �NLTH OpGf u Thomas E. Mosure y No. 032543 62 12656 -00 -DD DO -0326 C3 10 OF 15 H a In EENT Df SAN a SAN mmr VAIRABLE WIDTH R/W I 0 15 30 45 60 SCALE: 1"=30' DATE SUBMITTED 02/13/06 I i 1 1 I I 11 I I N t9 eY W) ZONNG 91E 9UMMAL 13 FEB 2006 13 FEB 2006 HEALTH D6'ART EIV SUBWTAL 28 JUL 2005 BLDG D@'ARtMEW UUMMTAL :.... 1. 7 =,IF,! U to V C a� o 0 4-0 C M cd C 0 U �O �O W to V o M_ M �O �O WM%XZ=MAMXft 62-12656-00-M DO -0326 L2 12 OF 15 4 i =I 13 H 5 AI'! NOTES THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE, FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE SYSTEM BY THE OWNER. CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW 45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND VOLUMES. G: WIRELESS RAIN ,. • . j SENSOR AND RAIN Flow Radius SHUT OFF DEVICE ,% ;. • . 40, TO BE INSTALLED 10 -VAN 30 PER a ... •. 4 MANUFACTURER'S 't�.•` a J j SPECSIFICATIONS. .'•..`` ' 0.45 RAIN SENSOR TO 3 C 0 BE INSTALLED ON .4 6 -VAN ROOF NEAR - 6 CONTROLLER. r coV VERIFY LOCATION 3" SLEEVE 30 WITH OWNER. 6 'i 0 Rain Bird 8H 1804 -PRS 8H 30 A5 1 1/2 I i` 1 13.74 !',I •, i 30 GPM 8 2 I Rain Bird 10H 1812 -PRS ill I i A4j 30 0.79 10 1 i I Rain Bird 12H 1812 -PRS 12H 30 NOTES THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE, FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE SYSTEM BY THE OWNER. CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW 45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND VOLUMES. G: IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COVERAGE. FIELD ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIMPLIFY INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VALVES, ISOLATION VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REQUIRED. THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLASTIC LOCKABLE CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZONES AND SHRUB SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATION. IRRIGATION CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN. PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDER WALKS, STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDUCE QUANTITY OF SLEEVING MATERIALS. WHEN INSTALLING IRRIGATION PIPE ALONG CURBS OR IN ISLANDS, PLACE PIPE AS CLOSE TO CURB AS POSSIBLE TO ALLOW FOR PLANTING OF TREES AND SHRUBS. ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIN DRY OF DIRECT SPRAY OR EXCESS WATER RUN-OFF. 030 -INCH LINEAR LENGTH OF WIRE, COILED O2 WATER PROOF CONNECTION (1 OF 2) 01D TAG ®REMOTE CONTROL VALVE: RAIN BIRD PES -19 (OR APPROVED EQUAL) O VA12-INCVE BOX WITH H SI E COVER: 16 FINISH GRADE/TOP OF MULCH 7 PVC SCH 80 NIPPLE (CLOSE) 8 PVC SCH 40 ELL U9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ®BRICK (1 OF 4) 1OPVC MAINLINE PIPE ©SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER ®PVC LATERAL PIPE 03.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL I_1.01 REMOTE CONTROL VALVE SCALE: NONE INISH GRADE/TOP OF MULCH 'OP -UP SPRAY SPRINKLER: RAIN EQUAL) BIRD 1804 (OR APPROVED 'VC SCH 80 NIPPLE (LENGTH AS REQUIRED) 'VC SCH 40 ELL 'VC SCH 40 STREET ELL 'VC SCH 40 TEE OR ELL 'VC LATERAL PIPE -1.03 4' POP-UP SPRAY SPRINKLER SCALE: NONE IRRIGATION LEGEND ANT MATERIAL IISH GRADE/TOP OF MULCH IP -UP SPRAY SPRINKLER: 1AIN BIRD 1806 (OR APPROVED EQUAL) C SCH 80 NIPPLE (LENGTH AS REQUIRED) C SCH 40 ELL C SCH 40 STREET ELL C SCH 40 TEE OR ELL C LATERAL PIPE 6" POP-UP SPRAY SPRINKLER 1-1-02 SCALE: N ONE 1-1.04 : NONE G HYBRID CONTROLLER: RAIN BIRD ESP SERIES OUTDOOR WALL MOUNT (OR APPROVED EQUAL) 20 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS 30 WIRES TO REMOTE CONTROL VALVES 40 JUNCTION BOX 50 1 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY Quantity Symbol Description Part Number Pressure Flow Radius 5 40, Rain Bird 10 -VAN 90 1804 -PRS 10 -VAN 30 0.75 10 4 -C Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 30 0.45 4 3 C 0 -C Rain Bird 6 -VAN 180 1804 -PRS 6 -VAN i 0.6 6 1} coV Rain Bird 6 -VAN 90 1804 -PRS 6 -VAN 30 0.37 6 9 0 Rain Bird 8H 1804 -PRS 8H 30 0.52 8 1 Rain Bird 8 -VAN 90 1804 -PRS 8 -VAN 30 0.72 8 IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COVERAGE. FIELD ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIMPLIFY INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VALVES, ISOLATION VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REQUIRED. THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLASTIC LOCKABLE CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZONES AND SHRUB SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATION. IRRIGATION CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN. PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDER WALKS, STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDUCE QUANTITY OF SLEEVING MATERIALS. WHEN INSTALLING IRRIGATION PIPE ALONG CURBS OR IN ISLANDS, PLACE PIPE AS CLOSE TO CURB AS POSSIBLE TO ALLOW FOR PLANTING OF TREES AND SHRUBS. ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIN DRY OF DIRECT SPRAY OR EXCESS WATER RUN-OFF. 030 -INCH LINEAR LENGTH OF WIRE, COILED O2 WATER PROOF CONNECTION (1 OF 2) 01D TAG ®REMOTE CONTROL VALVE: RAIN BIRD PES -19 (OR APPROVED EQUAL) O VA12-INCVE BOX WITH H SI E COVER: 16 FINISH GRADE/TOP OF MULCH 7 PVC SCH 80 NIPPLE (CLOSE) 8 PVC SCH 40 ELL U9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ®BRICK (1 OF 4) 1OPVC MAINLINE PIPE ©SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER ®PVC LATERAL PIPE 03.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL I_1.01 REMOTE CONTROL VALVE SCALE: NONE INISH GRADE/TOP OF MULCH 'OP -UP SPRAY SPRINKLER: RAIN EQUAL) BIRD 1804 (OR APPROVED 'VC SCH 80 NIPPLE (LENGTH AS REQUIRED) 'VC SCH 40 ELL 'VC SCH 40 STREET ELL 'VC SCH 40 TEE OR ELL 'VC LATERAL PIPE -1.03 4' POP-UP SPRAY SPRINKLER SCALE: NONE IRRIGATION LEGEND ANT MATERIAL IISH GRADE/TOP OF MULCH IP -UP SPRAY SPRINKLER: 1AIN BIRD 1806 (OR APPROVED EQUAL) C SCH 80 NIPPLE (LENGTH AS REQUIRED) C SCH 40 ELL C SCH 40 STREET ELL C SCH 40 TEE OR ELL C LATERAL PIPE 6" POP-UP SPRAY SPRINKLER 1-1-02 SCALE: N ONE 1-1.04 : NONE G HYBRID CONTROLLER: RAIN BIRD ESP SERIES OUTDOOR WALL MOUNT (OR APPROVED EQUAL) 20 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS 30 WIRES TO REMOTE CONTROL VALVES 40 JUNCTION BOX 50 1 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY Quantity Symbol Description Part Number Pressure Flow Radius 5 40, Rain Bird 10 -VAN 90 1804 -PRS 10 -VAN 30 0.75 10 4 -C Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 30 0.45 4 3 C 0 -C Rain Bird 6 -VAN 180 1804 -PRS 6 -VAN 30 0.6 6 1} coV Rain Bird 6 -VAN 90 1804 -PRS 6 -VAN 30 0.37 6 9 0 Rain Bird 8H 1804 -PRS 8H 30 0.52 8 1 Rain Bird 8 -VAN 90 1804 -PRS 8 -VAN 30 0.72 8 2 d Rain Bird 10H 1812 -PRS 1 O 30 0.79 10 1 d Rain Bird 12H 1812 -PRS 12H 30 1.3 12 1 41r. Rain Bird 12 -VAN 180 1812 -PRS 12 -VAN 30 1.3 12 2 ❑ Rain Bird 15EST 1812 -PRS 15EST 30 0.61 15 2 Rain Bird 15H 1812 -PRS 15H 30 1.85 15 1 Rain Bird 15Q 1812 -PRS 15Q 30 0.92 15 12 ® Rain Bird 15SST 1812 -PRS 15SST 30 1.21 30 2 -w Rain Bird 18 -VAN 90 1812 -PRS 18 -VAN 30 1.33 18 19 1?' Rain Bird 6 -VAN 180 1812 -PRS 6 -VAN 30 0.6 6 3 Rain Bird 6 -VAN 270 1812 -PRS 6 -VAN 30 1.1 6 6 Rain Bird 6 -VAN 90 1812 -PRS 6 -VAN 30 0.37 6 7 B Rain Bird 8H 1812 -PRS 8H 30 0.52 8 1 e Rain Bird 8Q 1812 -PRS 8Q 30 0.26 8 2 Rain Bird 8 -VAN 180 1812 -PRS 8 -VAN 30 1.19 8 1 Rain Bird 8 -VAN 90 1812 -PRS 8 -VAN 30 0.72 8 4 9 Rain Bird 3500 Series 0.75 5000 -S -PL -PC 0.75 45 0.77 17 9 ® Rain Bird 3500 Series 1.5 5000 -S -PL -PC 1.5 45 1.48 24 3 d Rain Bird 3500 Series 2 5000 -S -PL -PC 2 45 1.93 27 1 ® 1 inch meter 1 ® Watts 909M1 - 1 1/2' 909M1 - 1 1/2- /2"7 7 Rain Bird 150 -PGA Globe 150 -PGA 1 ® Rain Bird ESP-8LX Plus ESP-8LX Plus 2 Q Rain Bird 44LRC 44LRC 6 N Nibco 1 1/2" isolation valve 1 ® Rain Bird WRS Sensor WRS Wireless Rain/Freeze Sensor 671.2 (ft) - - Class 200 1 1/2" 1380.13 (ft) Class 200 1" 55.38 (ft)y;.,f;,,M Schedule 40 2" 152.1 (ft)�Q,s" Schedule 40 3" 89.38 (ft) _;?'`'�� Schedule 40 4" 0 10 20 30 40 SCALE: 1"=20' I I I I I I I I I I -C-*]le N ZONNQ SM aNAMAL 13 FEB 2006 ENONG39M BITE 8U9rt17AL 13 FEB 2006 HEALTH DWAMmejr eummAL 28 JUL 2005 fit DO DIBRAMI W SURA 17AL U � Ito c o "Cco MICN W •- V C 0 .� coV w � Ito o N MICN MS CTNUIMIBM 62-12656-00-M DO -0326 11 13 OF 15 IN Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions utilizing current industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps and other variable field conditions. F Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description 2.93 4.6 1.2 2.44 3.83 2 A D180 36000 1.000 BE -301 -CLS 26'PGLE 2' BASE -® 92.9 92.2 2 B SINGLE 36000 1.000 BE -301 -FP -CLS -HSS 26' POLE 2' BASE b.7 b.8 b.7 1.0 1.1 1.1 1,1 Statistical Area Summary Label Avg I Max Min Avg/Min Max/Min MAIN LOT SUMMARY 2.93 4.6 1.2 2.44 3.83 1.6 92.5 .9 1.6 92.4 92.9 1.8 93.1 93.9 1.7 92.9 °4.2 1.7 92.6 92.8 1.4 92,3 93.1 1.4 1.8 1.3 .2 7 b.9 3 8 5 0 0 0 0 0 0 0 93.0 93.1 ,0 .0 92.7 93.0 93.4 93.5 93.8 93.6 93Q 92.9 92.2 1.5 b.0 .0 b. �.9 93. 93.4 5 93.3 93.0 92.7 92.3 1,6 93.1 b.0 .0 93.0 93.2 93.27 93.2 93.2 93.4 92.6 1.7 bA Z 0 b. 93.0 93.1 92.4 92.4 93.3 93.3 93.4 1.8 5.0 to b. 93.1 93. 93.6 93.7 93.1 92.9 9 .6 5,1 0 b.1 93.5 !14 14.5 93.9 °4.1 93. .5 1.7 b 1 b.1 93.3 !13 14.5 14.4 93.4 93.5 e 92.8 .5 1.8 b,2 b 1 It.1 5 A 94-f 9�.-4 94. r, 93.2 93.4 92.8 92.4 .8 .4 .3 .7 1 8 19::� b.7 1111 1.0 93.0 93.2 Q65 92. c 9 .6 1.9 924 .0 93.7 ° .0 92.5 1.2 b 3 . .3 ,9 93.3 93.5 92. 92.8 .2 .0 92.1 92. .4 92.9 1.0 b 2 7 1.5 921 92.6 93.0 93.7 93.3 93.7 93.7 93.0 93.1 92.6 92.6 92.7 93.0 93.4 °4.0 4.4 1 1,2 b 1.4 1, 92.9 93.6 93.6 93.3 93.5 93.3 93.4 93.7 93.6 93.0 92,8 93.1 93.2 �.5 93.0 92,1 5.6 b 1.4 92. 92.9 93.1 93.8 93.4 93.2 93.7 93.6 935 93, 93. 9 92.5 92,2 92.5 1.5 b,4 b2 b.o IT 1.3 1.4 93,1 14.4 93.9 93.4 92.t)9d5 1 93.6 °4.6 1 °4.5 93.q 93, 7 923 92,2 92.5 1.4 b1,3 b. .0 1. 93,2 .8 93.6 93.4 92.6 93.7 93.9 14.4 93. 93. 2 93.1 923 92.7 1.8 b.4 b 20 1.1 1. 92'.4 93.0 93.8 93.3 93. 93.2 935 93.9 931 92. 92.8 .1 93.5 93.8 14.1 933 1,4 b. b,0 1.0 1.4 92,5 92.8 93,0 92'.8 93.2 931 93.0 93.1 93.2 92.8 92.5 92.5 92.7 93.3 93,6 1.2 b. 3 b.0 b.9 1. 1.7 92.1 92.8 92.8 93.1 93.4 92,7 92.9 92.3 92.2 92.4 92.6 92.9 93,5 .6 92.1 1.3 b. 3 b.0 b.81.2 1.8 92. c 4 If .4 L.5 92.1 92.1 1. 8 .2 $.7 93.0 `'2,8 93.2t5 1.2 b. b.0 b.5 b,7 1.0 11 1.1 1 I.q I.p 1.6 R.6 11.5 1 1.4 1 1.0 15 R.7 92.2 to 1 1.4 1 1.9 1.2 b.3 b., b.0 11.3 b,5 b.7 11.8 b.8 b.9 1.o 1.0 1.0 b.9 13 1.1 1.2 1.2 1.1 1.1 1.3 b,7 b.2 b. b,o b.7 b.7 11,6 b 7 b.7 b.7 b.6 b.7 b.T b.k b.5 b.1 b. b.o b.4 11,4 b.4 b.4 b.4 b.4 b.4 b.4 b. b.6 b,3 b.1 b. b.o b.2 b,3 b.3 b.2 b.2 b.2 b.2 b.3 b, b. b.2 b.o b. b.o ba b.2 b.2 b.l b.1 ba b.2 b 2 b. b.1 b.1 U b1 b.1 b.1 U 0 b b. b.o U ba b.1 b1 U b. ba b 11 b1 70b. .o .0 b,o b.o b,o b.o b.o .o b.0 b.o b.o b.o b.o b.o b. USE, RETAIL ZMA-01-20 PROFFERS Holly mead Town Center Area C July 25, 2003 TAX MAP 32, Parcels 41 D, 43A, 44, 45, 46 37.1 Acres Pursuant to Section 33.3 of the Albemarle County Code (the "Code"), the owners, or their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area C on the Application Plan, (defined below) comprising all or some of the above referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, only prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 2003 ("Application Plan"). The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Developments Narrative, and the Code of Developments tables and appendices set forth in the attached Application Booklet; entitled "Hollymead Town Center, Application Booklet, ZMA-01-20 (Area C)." The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicants rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive-through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary storm water management and BMP's as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOTs acceptance as follow. A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to a new terminus within Hollymead Town Center that is shown at the extension of the ZMA-01-020 Holly mead Town C ante r A rea C NO. Attachment E VDOT future road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as part of ZMA- 94-08. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to u.c first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one thru lane and one continuous right turn lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as part of the Area C site plan. B. Construction of dual left tum lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard. The tum lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right turn lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated and construct: i) a continuous through lane 500 -feet to the Southern boundary of Area C, u) a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the event area B is not rezoned and their proffers accepted and iii) a continuous right turn lane starting at the right -in at the Northern boundary of TM 32 Parcel 41A to the fight -in at the Southern entrance of Area C. E. Construction of one additional continuous right tum Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the turn and taper of Worth Crossing and Route 29, and terminating at Thberwood Boulevard. F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed for acceptance by VDOT within one year of the first certificate of occupancy. BY DMD Br. DMJ DMI M Bit JLC IMENMI W. DMJ WWA NUMBER: 204225.03 ZMA-01-020 Hollymead Town CenterArea C Attachment E The road improvements listed in proffer 2 A, 213, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOT's acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 217). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management improvements and satisfactory completion of road improvements required for public safety, and signalization; but shall not include final activated signals which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOTs approval of an entrance permit at the Timberwood Boulevard intersection with Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision plat If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-01-020 Hollymead Town Center Area C Attachment E shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to connect to Berkmar Drive. Submitted as of the 25h day of July 2003, by: Post Office Land Trust By:_ - Charles W. Hurt, Trustee By: _-- Shirley L. Fis r, Trustee HOLLYMEAD TOWN CENTER AREA C. BLOCK 9 FINAL SITE PLAN TIME. PROFFERS AND APPLICATION PLAN RLE NAME* DISCIPLINE: ISCALE.- I WE: 422503C-3. d wg CIVIL H: N/A 10110105 V: N/A Drawing Path: R:\Drawing\26\12656\326\Xref—Raster\PROFERS.dwg REVISION NUMBER: 0 DRAWING NUMBER: C-3 SHEET NUMBER: 15 OF 15 NEW ROCK RETAINING WALL (ROCK TO MATCH EXIST. ROCK WALL) EXIST. ROCK RETAINING WALL MAX HEIGHT=6' TW/BW 538.0 TW/BW 538.0 TOW = 539.0 BOW = 533.0 (Point A) LAID IN PLACE FIELDSTONE VDOT Std. EW -1 To be Faced with Field Stone Matching Retaining Wall - TOW = 539.0 BOW = 533.0 (Point B) —New 36" pipes and manhole to be installed. (Refer to profile for details) EXISTING LARGE BOULDERS SCALE: I"==30' TRAPEZOIDAL CHANNEL 1' DEEP W.10' WIDE BOTTOM & 3:1 SIDE SLOPES W/LAID IN PLACE FIELDSTONE C.W. HURT BASIN #1 ,MP 32-41 D3 Stormwater Managm,ent Facility I WS E- 520.0 Note: Retaining wall exceeds 6' in height between Point A and Point B and shall be reinforced in this area. (Refer to 'Retaining Wall Details' drawing by Moler & Associates for additional details) e I L � J �NCgQ Eo E .... N LZ I A S1 Rev. Storm Profil Scale: 1"=30' Horz.; 1"=10' Vert. L � J �NCgQ Eo E Z U N LZ U� maio J J O w � Fid � E V a C C- :3 ,� U O 0 "o. a, 0 0 �� ..... �..r7�1.. ....... 0 0 0 545= z U ad ©NN N "'°' I + a'I u, ... :; , - 545 eel ya arc ii n� o C0 I _IJ.. II Q C �.. L2 o n. �� I 540 I — ,� o >> ... X� X �a w��� U I 540 i.� cn cn � ._,. W ~ ... 535 of ll ....... . 535 E-4 C43 7T 11 ..— N LO to A ........... _.. ....... .... ......... LO 11 I _ ;,, 5301 r1 11 � l 530 0 0 ,, o > cn 25 36 5°o © �RCP.a ; ......525 525 A S1 Rev. Storm Profil Scale: 1"=30' Horz.; 1"=10' Vert. 0*461-11TH q,• i r 40 a �s3 ca Y Ray Yum LIL NL � 1 NO. I DESCRIPTION I DATE I L � J �NCgQ Eo E Z U N LZ U� maio J J n- umm � Fid � E V a C C- :3 ,� U O 0 "o. a, 0 0 010 x M 0 0 0 � z U ad eel ya arc 0*461-11TH q,• i r 40 a �s3 ca Y Ray Yum LIL NL � 1 NO. I DESCRIPTION I DATE I Sheet No: S I w a Eo E Z U N LZ O s � Fid a ti 3 0 0 x M m 0 0 � z U ad Sheet No: S I s � ti 3 0 0 0 0 0 0 ad I CS U W ~ E-4 C43 h to A x Q� .O l Sheet No: S I H ALBE MARLE TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION rig NVN CE . C, BLOCK CO MAI CH 17, 2006 FINAL SITE PLAN SDP -2006-X00016 TABLE B" - HOLLYMEAD TOWN CENTER AREA C OVERALL PARKING TABULATION BLOCK PROPOSED/APPROVED SQUARE FOOTAGE TO DATE VIA SDP MAX. SQ. FOOTAGE PERMITTED BY BLOCK BY CODE NUMBER OF DWELLINGS PROPOSED/APPROVED TO DATE VIA SDP MAX. DWELLING UNITS PERMITTED BY BLOCK BY CODE BLOCK I 5396 55,000 -- -- BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 BLOCK V NOT PERMITTED -- 42 50 BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- BLOCK IX j 27,252 40,000 NOT PERMITTED -- TOTAL PROPOSED SQ. FT. 27,252 42 MAX. SQUARE FOOTAGE FOR AREA C 275,000 MAX. DWELLING UNITS FOR AREA C 120 SQUARE FOOTAGE REMAINING FOR AREA C 247,748 REMAINING DWELLING UNITS FOR AREA C 77 TABLE B" - HOLLYMEAD TOWN CENTER AREA C OVERALL PARKING TABULATION BLOCK PROPOSED DU/S.F. PARKING RATIO REQ. REQ. # OF SPACES TOTAL PROVIDED NET LOADING SPACES I 5,396 1000 PER 24 57 +33 N/A II VIRGINIA DEPARTMENT OF TRANSPORTATION C1.2 HEALTH DEPARTMENT SITTE PAVING, SIDEWALK DETAILS AND NOTES COUNTY, STATE- TATEMAGISTERIAL III MAGISTERIALDISTRICT: C1.3 5 OF 19 LIGSHT BASE, HANDICAP DETAILS AND NOTES TAX MAP REFERENCE IV ZONING: C2 6 OF 19 SITTE GRADING PLAN V = 42DU 2.25/bU 95 183 +88 N/A VI YARD REQUIREMENTS: C2.2 8 OF 19 STORM SEWER PLAN C2.3 VII STORM SEWER PROFILES BUFFER ZONE- ONEMAXIMUM MAXIMUMSTRUCTURE HEIGHT: VIII 10 OF 19 DRIAINAGE AND BACKFILL DETAILS IX 272521�PER 11 OF 19 123 243 +120 4 TOTAL _—]1 r 232 482 +240 4 APPROVALS IDATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING CO ENGINEER TITTLE SHEET INSPECTIONS Cl ARB SITTE IMPROVEMENT PLAN DEPARTMENT OF FIRE RESCUE C1.1 ALBEMARLE COUNTY SERVICE AUTHORITY ACCCESS DRIVE LAYOUT VIRGINIA DEPARTMENT OF TRANSPORTATION C1.2 HEALTH DEPARTMENT SITTE PAVING, SIDEWALK DETAILS AND NOTES J 9,Dom J WATE 1FOpD WAY n ' H VICINITY MAP SCALE: 1"= 2(000' INDEX OF SHEETS NTF-...R ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED 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 WITH 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL- VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP–RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE – CLASS III. B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SITE DATA: OWNER/APPLICANT- DRAWING NO. SHEET N0. TI',TLE c CO 1 OF 19 TITTLE SHEET ENGINEER: Cl 2 OF 19 SITTE IMPROVEMENT PLAN C1.1 3 OF 19 ACCCESS DRIVE LAYOUT SOURCE OF TOPOGRAPHY- OPOGRAPHYC1.2 C1.2 4 OF 19 SITTE PAVING, SIDEWALK DETAILS AND NOTES COUNTY, STATE- TATEMAGISTERIAL MAGISTERIALDISTRICT: C1.3 5 OF 19 LIGSHT BASE, HANDICAP DETAILS AND NOTES TAX MAP REFERENCE ZONING: C2 6 OF 19 SITTE GRADING PLAN FLOOD ZONING: C2.1 7 OF 19 ACCCESS DRIVE GRADING PLAN YARD REQUIREMENTS: C2.2 8 OF 19 STORM SEWER PLAN C2.3 9 OF 19 STORM SEWER PROFILES BUFFER ZONE- ONEMAXIMUM MAXIMUMSTRUCTURE HEIGHT: C2.4 10 OF 19 DRIAINAGE AND BACKFILL DETAILS EXISTING USE: C2.5 11 OF 19 EROSION AND SEDIMENT CONTROL PLAN PROPOSED USE: WATER RESOURCE AREA: C2.6 12 OF 19 EROSION AND SEDIMENT CONTROL PLAN RESERVOIR WATERSHED: WATER SUPPLY PROTECTION AREA: C2.7 13 OF 19 SEDIMENT CONTROL NOTES SITE AREA: BUILDING AREA: C3 14 OF 19 SITTE UTILITIES PLAN BUILDING CONSTRUCTION (IBC): USE GROUP (IBC): L1 15 OF 19 LAWDSCAPE PLAN APPROX. No. EMPLOYEES: IMPERVIOUS AREA: PERVIOUS AREA: L2 16 OF 19 OVIERALL LANDSCAPE PLAN PARKING REQUIRED: PARKING PROVIDED: 11 17 OF 19 IRTRIGATION PLAN LOADING SPACES PROVIDED: PARKING/CIRCULATION AREA: 18 OF 19 LIGHTING PLAN IMPERVIOUS COVER: OPEN SPACE: 19 OF 19 PRIOFFERS AND APPLICATION PLAN BOB EVANS FARMS, INC. 3776 SOUTH HIGH STREET COLUMBUS, OHIO 43207 PHONE: (614) 491-2225 FAX: (614) 492-4990 MS CONSULTANTS, INC. 2221 SCHROCK ROAD COLUMBUS, OHIO 43229-1547 PHONE: (614) 898-7100 FAX: (614) 898-7570 RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. ALBEMARLE COUNTY, VA. RIO TM 32 P 41 D4 PD–MC; PLANNED DEVELOPMENT 'C.' NOT LOCATED WITHING 100–YEAR FLOOD PLANE LIMITS AS SHOWN ON THE OFFICIAL FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY. THIS PLAN IS IN CONFORMANCE WITH ZMA 01-20 (AREA C) APPLICATION PLAN AND PROFFER #1 N/A 1 STORY PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT VACANT COMMERCIAL/RESTAURANT COMMUNITY DEVELOPMENT AREA NONE NONE 1.13 ACRES 5,396 GSF TYPE 5B A2 21 0.89 AC. 0.24 AC 24 SPACES (4.5 PER 1,000 GSF) SEE TABLE "B" 57 INCLUDING 3 HANDICAP OF WHICH 1 IS VAN ACCESSIBLE 0 0.76 ACRES 0.89 ACRES 0.24 ACRES RESUBMITTED ENG 01/12/07 RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 LE V Z z c w H � w Cl) LL 15 0 M E 4 Z z W H � w Cl) I IN v ROBERT R. NEEDHAM LIC N . 6126 .090 i M e'1 ��� �4sSIONAL EaG� Inv r . - -_ Uipav �$!_W. c CO 1 OF 19 n Mr - EX GAS -EXW PR. E.O.P. PR. E.O.P. HOLLYMEAD TOWNCENTER BLOCK C1 LOT B TMP 32-41D5 DB 2916-22, DB 2672-727, DB 1661-116 1.97 ACRES ZONED: PD -MC USE: UNDEVELOPED ESM EX SAN EX SAN ESM ESMT ESMT E ESMT EX GAS EX GAS EX W EX W EX. ESMT EX V ESM ESM BENCHMARK: TOP OF STORM STRUCTURE ELEVATION =540.51 (USGS NAVD 88 DATUM) R7&OW wnd� CN LLIA AM t 18.c 20 AI NAGE u pp�� ENT EASEM N N DB 2916-22 $ W DB 2789-125 DB 2678-389 � tv 18.00' EX. 8" PVC - EX SAN EX SAN OB 27 -125 I EX SANg7,DB 26 -389 . 8 PARKING SPACES AT 9.00"72.W .00 6 PARKING SPAACES AT 9.00' = 54.00' �QOU' SMT EMT I SMT EST R5.00' :::I::::::;::::: :::# ; I 3 A D 3 A 17 C 24 :I: :I / C1.2 7 / ................... ................... .................. ................... ...................................................... . . ........... ::F'ah}T.:::: $NIT::::: / 20 Sf�}T.: ::4.. : p ... D CA ING':':'::::::::::::': I LAN DRIVE E 46 44 63.84 s g p CONSTRUCTION AN / :.OB .2918..22' ...:::::: EOP CROSS -ACCESS CCESS EX L R5.00 7 �•4 EASEMENT i DB 2916-22 DB 2678-42 TRA. 7200CNSR CE ARE 2n9c1�6o-22O MN11 27891W 8 PARKING SPACES 2 5R20.00 8 I AomIft N 1�:3.i•IIIII HOLLYMEAD TOWNCENTER BLOCK C1 LOT B TMP 32-41D3 DB 2916-22, DB 2672-727, DB 1661-116 1.74 ACRES ZONED: PD -MC USE: UNDEVELOPED STORMWATER MANAGEMENT, CONSTRUCTION, & LANDSCAP EASEMENT DB 2678-389 R w N w Q 20' SAN. SEWER EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 !0I A -HEADWALL TO HAVE STONE FACE w STORMWATER MANAGEMENT, OUTDOOR PATIO - CONSTRUCTION, & LANDSCAPEMENT X2`1 (45.70' x 1&6'r)_ S2678-389 S39•46' DB44 E 129.63' is � � 6 to +I z v. .1:. l'.:'.'.'.1'.':.' :.7'.' I v v Mw r' - ..::: w r E :" 1 . I tA. � • . el :. { N r • i .. L 1 19 10 ... I 1 " •. •.•V) R10.00' 4,i a . • . SITE AREA = � ±1.13 AC 1 155 SEATS ..... :::: ;. • y • V. F.F. =5141.25 d. : r,� AVERAGE BUILDINIIG HT. = 18.16' - R .' •' MAX. BUILDING IHT. = 25.00' a ' • g SINGLE STORY 26.5r 60.z..:::'.::ia4' 00' 24.00' / m:. :::: :'t 1 13 .I.: (:. i ::...:. r.::..r.:..'.':: r::.':'. r::::::. . �.. . L- -y.. �_-_ _ Y 1� $ m __ _ _ L ri 2 14 L 15 O 9 2 9 :•RS.00' :•:. � d. � . 16 3 RtS.oa' ::.':........:. &00115.32' 5 P NG SPACES AT 9.00' = 45.00' H,C,;, 00 800' 8.00' g, ,0, : '•:... :':•:•::•:•:•:•:•:•:: $ :•:'i C1.2 N c1.2 ;::' to 00 24.00' 9.68' 6 PAIWNG SPACES AT 9.00' = 54.00' 9.68' L 24.00' 18.00' :::27. • R4.50'R4 50' So L0R4.50' R4`50' 13 $ 3 .. 3 ....:I .... L 3 .... 7 .... L0 S> A w � 3 L R4.5G' .. .....:. �,o R4.50' a a.::. 0i R4.W F PARKING SPACES AT 9.00' = 54.00' c/)::::::::::' ESMT ESMT ::'...F.::• ......: :::::: 20' SAN. SEWER EASEMENT �• UE C1.2 $ DB 2916-22 DRAINA E EASEMEII N EX SAN EX W DB 291 -22 4 ' ILDIN J �-' VA/ EX GARrl S EASEMENT E DB 2916-22 DB 2678-437 DB 2678-405WVESMTT B 2678-425 / ESM / PR. E.O.P. / FH COLA GC\IT II I EX. SIDEWALK L- - = - - - - - EX. BUILDING Curve Radius Tangent Length Delta Chord Chord Bear. C1 115.00' 37.03' 71.65' 35'41'59 70.50' N0215049"W - GAS EX GAS " - _- - EX G S "' EX GAK W I x W a U ESMT O � � ESMT E in - _ W 0 0 15' ELECTRIC EASEMENT / / a Q � Z DB 2687-325 C w N39046'44"W 1126.90' tn TMP 32-43B l TARGET CORPORATION ix DB 2678-264 DB 2789-125 ZONED: PD -MC USE: RETAIL / � N EX. LIGHT POLE I w i N W II N I W I II in a I � In I II I xw W N W g I I I i I I 1 1 I I I I I I I 1 I I i I I I I I I I I I I L zaw L VICINITY MAP NOT TO SCALE SITE DATA TOTAL AREA = 49,424 S.F. 1.13 AC. TOTAL IMPERVIOUS = 39,117 S.F. 0.89 AC. (79%) BUILDING = 5,206 S.F. 0.12 AC. (1 OX) FREEZER/COOLER = 286 S.F. 0.007 AC. (0.6%) PORCH = 143 S.F. 0.003 AC. (0.4�) PAVED AREA = 33,482 S.F. 0.76 AC. (6890 TOTAL PERVIOUS = 10,307 S.F. 0.24 AC. (21 �) O KEYED NOTES O 1. BE -44 BUILDING SIGNS - VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. SEE DETAIL A/C1.3. 3. PAINTED YELLOW STRIPING (TYPICAL). 4. ASPHALT HANDICAP RAMP. WARP ASPHALT UP TO TOP OF CURB, SEE SHEET C2 FOR ELEVATIONS, SEE DETAIL C/C1.3. 5. CONCRETE RAMP TO SERVICE DOOR, SEE DETAIL G/C1.2. FLAIR SIDE MAXIMUM 1:10. Q 6. CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTIUTY SPECIFICATIONS. ry 7. SITE UGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/C1.3. ASSEMBLY NO.: BE-201-DLS-X, FIXTURE TYPE: P168-SH10. LjLj 8. INSTALL 4' SQ. CONCRETE FILLED STEEL POST WITH RUBBER BUMPER AND HOLDER. -� TOP OF POST AT 2'-10" ABOVE FINISHED FLOOR. STOP DOOR AT 90' POSITION. O 9. HANDICAP PARKING SYMBOL, SEE DETAIL B/C1.3. z � 10. 30' FLAGPOLE, 8' x 12' FLAG SIZE, AND CONCRETE PAD. SEE DETAILS J/C1.2 AND K/01.2. L1.1 U) 11. TAPER LAST 10 FEET OF NEW CURB TO MEET AND MATCH CONFIGURATION AND ELEVATION OF ma EXISTING ADJOINING CURB OR PAVEMENT. 12. TRASH ENCLOSURE, SEE SHEET T-1.0 FOR DETAILS 1/T-1.0 THRU 9/T-1.0. 13. *CARRY HOME KITCHEN" BUILDING SIGN. VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. N 14. HANDICAP PARKING SIGN WITH "VAN ACCESSIBLE" AND FINE SIGN. SEE DETAIL A/C1.3. W 15. REINFORCED CONCRETE SLAB AROUND GREASE INTERCEPTOR, W x 12' x 5" THICK MINIMUM. 16. CONTRACTOR SHALL PROVIDE TWO (2) 2" DIAMETER GALVANIZED POSTS, 10' IN LENGTH, FOR THE 'CARRY O HOME KITCHEN' PARKING SIGNS. POSTS TO BE BURIED 3' DEEP IN AN 8" DIAMETER CONCRETE BASE. 'CARRY HOME KITCHEN' PARKING SIGNS SHALL BE PROVIDED BY BOB EVANS. GENERAL CONTRACTOR TO COORDINATE Irf PLACEMENT OF POSTS WITH BOB EVANS REPRESENTATIVE. 17. BOB EVANS MONUMENT SIGN, 8 FEET IN LENGTH. CONTRACTOR TO COORDINATE BRICK BASE AND FOUNDATION WITH BOB EVANS REPRESENTATIVE. 18. EXISTING CURB TO REMAIN. 19. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE APPROVED BY BOB EVANS REPRESENTATIVE. 20. MATCH FINAL GRADE OF UNPAVED, DEVELOPMENT AREA TO TOP OF PROPOSED PAVEMENT. DIMENSIONS ARE TO EDGE OF PAVEMENT. 21. RETAINING WALL TO BE CONSTRUCTED BY BOB EVANS CONTRACTOR UNLESS PREVIOUSLY CONSTRUCTED BY HOLLYMEAD TOWNCENTER. 22. PROVIDE HANDICAP RAMP PER ADA AND CHARLOTTESVILLE STANDARDS. 23. USE 8" CONCRETE SLAB WITH 6" X 6" - W1.4 X W1.4 W.W.F. 24. SITE UGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/01.3. ASSEMBLY NO.: BE-202-DLS-X4 FIXTURE TYPE: P16B-SH10. 0 • (A) ANY VIEW OF ROOFTOP EQUIPMENT SHALL BE HIDDEN FROM ROUTE 29 NORTH. (B) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTIUTIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (C) ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. (D) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE GROUND APPURTENANCES, AND AS TAKEN FROM SURVEY. UNDERGROUND UTI UTIES NOT SHOWN HEREIN MAY EXIST. (E) BUILDING AND PARKING SETBACKS: BUILDING SETBACKS: PARKING SETBACKS: FRONT: 30' FRONT: 10' SIDE: N/A SIDE: N/A SIDE: N/A SIDE: N/A REAR: N/A REAR: N/A - EX GAS (F) BOB EVANS SHALL PROVIDE LETTERS OF PERMISION FOR ALL OFFSITE CONSTRUCTION. IXIGEND EX CURB SOD/LANDSCAPE 1 BOB EVANS RESTAURANT 1� PARKING REQUIREMENTS BOB EVANS RESTAURANT = 21 MAX. EMPLOYEES / 155 SEAT BOB EVANS RESTAURANT = 5,396 S.F. GROSS FLOOR AREA I 4.5 SPACES / 1.000 SO, FT. GROSS FLOOR AREA = 24 SPACES 1 3 HANDICAP SPACES REQUIRED II 3 HANDICAP SPACES PROVIDED 1 24 TOTAL SPACES REQUIRED (ZONING) 1I 57 SPACES PROVIDED ON-SITE I 21 SPACES PROVIDED OFF-SITE 78 TOTAL SPACES PROVIDED (MEETS APPROVED P.U.D. AND ZONING) 0 10 20 30 40 SCALE: 1"=20' RESUBMITTED ENG 01/12/07 RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 1 1 I I I I I I I I CQ If>t ZONMUMUMMAL 13 FEB 2006 Broll�iro ene 8M/rUL 13 FEB 2006 SIN/ DWANR�T e/Nre�u�e�rTAL 28 JUL 2005 ELD4DWAi TMW81J11111111/rrAL Z O � � 0 � W a: Q � � C I I P H I 1 N VICINITY MAP NOT TO SCALE O KEYED NOTE O 1. PROPOSED PAVEMENT SHALL MEET AND MATCH THE ELEVATION OF THE EXISTING PAVEMENT. NOTES: (A) THIS DRAWING SHOWS TEMPORARY ACCESS TO TIMBERWOOD BOULEVARD FROM THE BOB EVANS SITE. THE LOCATION OF THIS ACCESS IS BASED ON THE APPROVED P.U.D. LAYOUT. ONCE LOT B OF HOLLYMEAD TOWNCENTER IS DEVELOPED, THE LAYOUT AND GRADING OF THIS ACCESS MAY CHANGE. (B) ALL DIMENSIONS TO FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ACCESS DRIVE DATA APPROXIMATE PAVED AREA = 8,258 S.F. 0.19 AC. SCALE: 1"=20' RESUBMITTED ENG 01/12/07 RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 3OF19 1 1 1 1 I I I I I I 13 FEB 2006 13 FEB 2006 FEAL 28 JILL2005 AL MZQWAfflM T 8UM rTAL BD • D .0 w o _ �co LL r4W05 0 0) a M O c E Q U i- O � Z Q � Q O Cn w '0 cri W � U U Q M8 PROJECT NUw661M 62 -12656 -00 -DD DO -0326 cil 3OF19 EXPANSION JOINTS 20'-0" O.C. SITE PAVING NOTES EXTERIOR CONCRETE NOTES GENERAL NOTES MAX. CONTROL JOINTS 10'-0" O.C. 1. PAVING BASE MATERIAL AND COMPACTION REQUIREMENTS ARE 1. REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO 1TRUCKING ON OR ABOUT THE SITE WILL BE PERMITTED ONLY WITHIN REASONABLE LIMITS AND EQUAL TO STATE HIGHWAY SPECIFICATIONS. REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT. 3 1/2" AND MATERIALS. STORAGE SHALL BE CONFINED TO SUCH LIMITS AS MAY BE JOINTLY AGREED DOWEL HOLES PRE- 3" 4" 2. DO NOT INSTALL PAVEMENT UNTIL ALL UTILITY STRUCTURES ARE DRILLED 3'-0" O.C. 2. ALL RADII SHALL BE TRUE ARCS. BY OWNER AND CONTRACTOR. ADJUSTED TO BE FLUSH WITH FINAL PAVEMENT ELEVATION (IE. 2. THE CONTRACTOR SHALL FURTHER FORCE THE ARCHITECT'S INSTRUCTIONS OF SUCH I I I I I I I I I I I I CLEAN OUT COVERS, CATCH BASIN LIDS, MANHOLE UDS, ETC.) 3. ALL CONCRETE CURB AND GUTTERS ARE TO BE SET LEVEL WITH PAVEMENT TO NATURE, INCLUDING PARKING, USE ENFORCE ROADS, AND FIRE PREVENTION, WHICH THE OWNER MAY N N AVOID COLLECTING OR STANDING WATER. • °/ ASPHALTIC CONCRETE DEEM NECESSARY OR DESIRABLE ON THE OWNER'S PROPERTY. MeUBTAL 4. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. 3. UTILITIES SHOWN ARE TAKEN FROM A SITE SURVEY, DEVELOPMENT PLANS, AND PART FROM 13 FEB 2006 (2) 1 1/2" LAYERS " RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY REPRESENT ALL 9� OMOLMMAL / ASPHALTIC CONCRETE -1 1/2 SM-9.OA ASPHALT UNDERGROUND UTILITIES ADJACENT TO OR UPON PREMISES SHOWN ON PLAN. VERIFY WITH SOILS REPORT CONCRETE, VDOT ITEM 210 5. ALL CONTROL JOINTS TO BE CUT 25X OF CONCRETE THICKNESS TOOLED OR 13 FEB 2006 • GRAVEL BASE ( 0O COMPACTED) SAWCUT). 4. ALL ELEVATIONS INDICATED WITH LEADERS REPRESENT FINISHED ELEVATIONS, I.E. 0.00. ALL FEAU7H DWARINNr fAL '1•i I ELEVATIONS INDICATED ON THE PLOT PLAN WHICH ARE SKEWED AT A 45 DEGREE ANGLE ARE 28 JM 6. MAXIMUM DIMENSION WITHOUT CONTROL JOINT IN APRON OR SLAB TO BE 12'. _ EXISTING ELEVATIONS. THE FINISH GRADE OF THE BLACKTOP PAVEMENT SHALL SLOPE 0=DEPAR11t�R8tSt�P�AL 3" BM -25.0 ASPHALT UNIFORMLY TO FINISH ELEVATIONS SHOWN ON THE PLOT PLAN. SUB -BASE EER` COMPACTED " CONCRETE, VDOT ITEM 210 e� I 1 / SOILS REPORT 6RAVEI. BASE °p 7. ALL CONCRETE TO BE 4000 P.S.I. AT 28 DAYS. 5. ALL FILL ON THE PROPERTY SHALL BE ADEQUATELY COMPACTED BY ROWNG TO PRODUCE A F / SURFACE SATISFACTORY FOR THE PROPER INSTALLATION OF BASE COURSE AND PAVING. / SUB -B v PER 7 1/2" 21B AGGREGATE 8. ALL EXTERIOR CONCRETE TO HAVE 6X AIR ENTRAINMENT. BEFORE COMMENCING PAVING WORK, THE PAVING CONTRACTOR MUST MAKE CERTAIN THAT THE ' MATERIAL, VDOT ITEM 208 SURFACES TO BE COVERED ARE IN PROPER CONDITION. SURFACES NOT ACCEPTABLE SHALL PROVIDE BOB EVANS REPRESENTATIVE WITH S01 EPORTBE REPORTED TO THE OWNER IMMEDIATELY. THE PAVING CONTRACTOR IS RESPONSIBLE FOR 9. 1/2- EXPANSION JOINTS ON THE CONCRETE SIDEWALK SHALL OCCUR AT A MIN. ASSURING THAT ALL SUBBASE SURFACES ARE ACCEPTIBLE FOR THE PLACING OF GRAVEL BASE PROFILE FOR APPROVAL PRIOR TO CONSTRUCTION ! OF 20', MAX. OF 25' INTERVALS. ANY PLACE THE SIDEWALK COMES INTO CONTACT AND ASPHALT. THE PAVING CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF WITH THE BUILDING, THERE SHALL BE A 1/2" EXPANSION JOINT. SEE DETAIL THE FINAL PAVING AND SHALL ASSURE THAT THE RESULTS OF THE PAVING WILL MEET REASONABLE EXPECTATIONS. A EXTRUDED CURB SECTIONrFPAVING DETAIL F/C1.• 6. THE PLUMBING CONTRACTOR SHALL VERIFY SEWER DEPTH AND BE RESPONSIBLE FOR V � C1.2NOT TO SCALE C1.2 NOT TO SCALE PROVIDING ADEQUATE SLOPE OF BUILDING SEWER TOWARD THE CITY SEWER IN STRICT I I ACCORDANCE WITH THE GOVERNING AUTHORITIES PRIOR TO BUILDING CONSTRUCTION. •C MINIMUM GRADE PERMITTED IS PER LOCAL CODES BUT NOT LESS THAN 1 (ONE) PERCENT. C6 4" CONCRETE WALK (LIGHT BROOM 7. THE PLUMBING CONTRACTOR, ELECTRICAL CONTRACTOR, SIGN CONTRACTOR, RESTAURANT C i FINISH) WITH 64-WI.401.4 W.W.F. EQUIPMENT CONTRACTOR, AND HEATING, AIR CONDITIONING, AND VENTILATION BALANCE "1•+ CONTRACTOR SHALL BE UNDER THE DIRECTION OF THE GENERAL CONTRACTOR WHO WILL BE C 1/4" WIDE x 1" DEEP CONTROL HELD RESPONSIBLE FOR THE COORDINATION OF ALL WORK ON THIS PROJECT AND THE SEE SITE PLAN FOR DIMENSIONS SEE SITE PLAN FOR DIMENSIONS JOINT AT 10'-0" O.C. MAXIMUM PROPER EXECUTION OF THE SAME. � d a SLOPE 2R MAX. SLOPE 2R MAX. •�NNOW 1/2" EXPANSION JOINT NOT TO 8. WHERE IT IS NECESSARY TO CUT CITY CURBS, THEY SHALL BE RESTORED AND/OR EXCEED 25'-0" APART. RECONSTRUCTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING CITY 1 INSTALL VINYL "ZIPSTRIP" BY AUTHORITIES. RECONSTRUCT CITY CURBS AFTER DEMOLITION OF MSTING APPROACHES. 4" CONCRETE WALK C I I SEE SHEET C1 4" CONCRETE WALK 12" TOPSOIL (TYPICALVINYLEX CORP. 9. ALL EXISTING UTILITIES SERVING THE PROPERTY SHALL BE PROPERLY TERMINATED IN O v (BROOM FINISH) WITH LANDSCAPE AREA) (BROOM FINISH) WITH 6X6 -W1.4 /W1.4 W.W.F. so6x6-W1.4 /W1.4 W.W.F. D D � .• ° COMPLIANCE WITH CITY AND/OR COUNTY REGULATIONS. C 1" EASED EDGE SLOPE y 10. REMOVE ALL TREES, INCLUDING ROOT STRUCTURES, 6 TOOLED JOINT ° D ° EXCEPT THOSE SPECIFICALLY NOTED TO '- 4" COMPACTED GRAVEL REMAIN AND THOSE ON PROPERTY LINES. DO NOT CLEAR SITE PRIOR TO COORDINATING WITH (NO VAPOR BARRIER) / THE OWNER AND THE LANDSCAPING PLAN TO LOCATE ALL TREES TO REMAIN. NEW/ /� 11. ALL EXTERIOR SIGNS SUPPLIED BY SIGN CONTRACTOR TO OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE TO SIGN. FINAL CONNECTIONS BY ELECTRICAL ° COMPACTED AGGREGATE, COMPACTED CONTRACTOR. I SEE SPECIFICATIONS SOIL SUB -BASE I I 4" COMPACTED GRAVEL 12. REMOVE EXISTING TOP SOIL FROM AREAS TO BE PAVED AND REPLACE WITH SUITABLE (NO VAPOR BARRIER) v� \/ EXPANSION JOINT CONTROL JOINT COMPACTED FILL. 13. GENERAL CONTRACTOR SHALL PROVIDE GROUND POISONING FOR TERMITES AND OTHER INSECTS PRIOR TO FINAL CONCRETE FLOOR INSTALLATION. GENERAL CONTRACTOR SHALL 1. LOCATE CONTROL JOINTS AS SHOWN ON PLAN OR 10' O.C. MAXIMUM. VERIFY WITH BOB EVANS REPRESENTATIVE. SUBMIT TO OWNER WRITTEN GUARANTEE FROM REPUTABLE LOCAL EXTERMINATING COMPANY. 2. CONCRETE PADS OVER 4" THICK CONTROL JOINTS TO BE 12' O.C. MAXIMUM 14. DEMOLISH AND REMOVE ALL EXISTING STRUCTURES, TREES, FENCES, SLABS, DRIVEWAYS AND D SIDEWALK SECTION!:)WALK SIDEWALKS. VISIT SITE TO DETERMINE EXTENT OF DEMOLITION WORK WHICH MAY OR MAY ci.2 NOT To SCALE E SIDEWALK SECTION EXPANSION/CONTROL JOINT NOT BE SHOWN ON PLANS. N , I I C 1.2 TO SCALE C1.2 NOT TO SCALE NOT 15. VERIFY EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 16. INSTALL GUARD POST AT GAS METER AND ELECTRIC TRANSFORMER IN ACCORDANCE WITH ALL CO APPLICABLE CODES. MINIMUM INSTALLATION IS 4" DIA. X 7'-0" LONG STEEL PIPE, CONCRETE Q W FILLED, X-0" ABOVE GRADE. (2) AT GAS METER AND (2) AT ELECTRIC TRANSFORMER. > 1_ dban JOINTS AT 6" O.C. 10'-0" 17. BACKFILL ALL TRENCHES UNDER SLABS, WALKS, AND PAVED AREAS WITH BANK RUN GRAVEL. O 1/8" W x V2" D . Q 4" CONCRETE WALK WITH 6X6-W1.4/W14 5'-0" 5'-0" ALL EXCAVATING AND BACKFILLING IS BY INDIVIDUAL CONTRACTS (PLUMBING, ELECTRICAL, a a d W.W.F. - BROOM FINISH 4" THICK CONCRETE, ETC.). SEE SPECIFICATIONS 02200. Q� Z �. a WALK DIM. PER SITE PLAN ° . SEE DETAIL E/C1.2 N Q CONCRETE RAMP TAPER BOTH ° 18. GENERAL CONTRACTOR IS TO SEED AND MULCH ALL DISTURBED AREAS OUTSIDE PROPERTY CONCRETE DUMPSTER• PADA SIDES (R BOT) 1/2" EXPANSION JOINT WITH BEAD I d ' .: w AND INSURE ESTABLISHMENT OF ADEQUATE VEGETATION (SEE HATCHING ON SHEET Cl). N .. ° v. d. CONTROL JOINT 1 DEEP Q Z X14 DOWELS 18" LONG AT 1'-0" O.C. • 19. INSTALL 12" PULVERIZED TOPSOIL FLUSH WITH WALKS IN ALL LANDSCAPING AREAS CLOSE TO 0 Q I I c ode. a % FOUNDATION, SEE BUILDING AND 2" TOPSOIL IN AREAS INDICATED AS SOD. ALL MOUND AREAS TO RECEIVE 12" i DETAIL K/01.2 OF TOPSOIL. PULVERIZED TOPSOIL TO BE ROLLED TO PREVENT EXCESS SETTLEMENT. ALLco N d '° . ° . SODDED AREAS ,TO HAVE POSITIVE DRAINAGE. _ 0 p p �� ° fD a 4 /e v �� �P+ d ° e. ° d ° 2 °•' ° n ° d 20. ALL UTILITY STRUCTURES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH ALL GOVERNING .. ° '��� o. �, I .d a FLAGPOLE CODES OR STANDARDS (CITY, COUNTY OR STATE). A ° • W41 .a v , Q a0 °. ' "" 8� a d '' - .- 21. FOLLOW WRITTEN DIMENSIONS ALWAYS. DO NOT SCALE. A. ° ° ' ° e v ° ° as . SIDEWALK W o e H 4 a ° 22. ALL SITE WORK AND PAVING MUST BE IN ACCORDANCE WITH, OR SURPASS RECOMMENDATIONS Q ° C1.1' $ p 4 8 • ° .. :. a OF SOILS REPORT. IF SOILS REPORT CONFLICTS WITH DRAWINGS AND SPECIFICATION, THE ° ° A MORE PROHIBITIVE OF THE TWO SHALL TAKE PRECEDENCE AND BE CONSIDERED TO BE THE I I e° • < INTENT OF THE BID DOCUMENTS. IN ALL CASES STRICTLY ADHERE TO DRAWINGS AND CONCRETE SIDEWALK, ° ' ° a d .a SPECIFICATIONS. SEE DETAIL E/01.1 v ° Q 23. GENERAL CONTRACTOR IS TO INSTALL MINIMUM (ONE) 4" P.V.C. CONDUIT FOR PRIMARY 4 d • ° e ° SERVICE UNDER ALL PAVING BETWEEN TRANSFORMER AND PROPERTY UNE. SEE 3: SPECIFICATIONS FOR UNDERGROUND SERVICE CONDUIT. SUPPLY ADDITIONAL CONDUITS IF e REQUIRED BY UTILITY CO. W 61-00 I 24. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN i - H DELIVERY RAMP J FLAGPOLE BASE OUTS, MANHOLES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE Z co G DLI EVERY RAMP C1.2 NOT TO SCALE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. REFER TO THE SITE GRADING < C1.2 C1.2 NOT TO SCALE NOT TO SCALE PLAN SHEET. 6 Z CO -3 STANDARD FOUNDATION DIMENSIONSI * .. oa-e i ALUMINUM "ADMIRAL" t A 1 RAM20LE HEIGHT TUBE LENM A a 1 C I o V U r L CURB SECTION C1.2 NOT TO SCALE 1 ! /'M"\4 SLOPED CURB SECTION C1.2 NOT TO SCALE cc 1\ n n 00 " I I ANODIZED FINISH e . FLAGPOLE WITH #312 ..:. • . V U r DURANODIC BRONZE I I ANODIZED FINISH ai ADJACENT CONCRETE WALK TO BE FLUSH WITH TOP ° a e. v o ': •� �i • 3 sarfaw 16 GAUGE CORRUGATED «04N4aASrY ' see e:. •:''i�s~:f.':::��:o:i,;:•' STEEL TUBE WITH STEEL o PRIM ;�� . ��` � '�;::� p•:•;.. SUPPORT PLATE AND a°� '� �: +'•'' LIGHTNING ROD ° .. . ::°.. Boa ► ..; :. BOst NOTES �:;:: e .. ° . � T to plow. Thishtm may be Invest of CW ' `,. '-' NOTE: USE METAL SHIMS a. ,'�`r:?� TNMINrinsayapteaet«.s•erleptoos. '.►: :::-` Owwnts to be Cloet A3 It call In Dlow, TO SECURE FLAGPOLE. y: 4000PSI It I.cwr. SHIMS PROVIDED BY e a d B�ibess ; Subbase I I GENERAL CONTRACTOR T' carb avirq o radial or 300 tt. or ken of ppb} will be 1« as Paid NOTE: INCLUDE ONE NYLON U.S. SIZE WITH `' ThM ssrb N bbI send wiro.deelptaptsdM8 _ ti is 40 MPHaloevebradMgltwaysoed NIM: orb o reeMs of L00or «tae {'f: 4erwR«ie.erieewiop.eweoedna tanto euelw�"are'9'tiraraeia1 raft "b yarn ft sw&rd Is to b tied into eaietinq « mode witbio TirdtPlhofcarbawyWrtduetdocawriha3. PROJECT ew+w�T 62 l�"WV� FLAG. COORDINATE «� curb. t,a,;erpwrbMo•konMipnistobetl�'atp>I�er horasad a mteah oc 3"l19 etpthl it BOB EVANS REPRESENTATIVE «ia►an The dtph d owl; seed N wdreedss-��ptw tt" j q'ser to dongt standadc mods of roqular N ardor thol the bottom of ct"wil odioeids with apaings. Na top Tia subdruclnN. �/�I�I� DO -W26 B }=- ' : �: •. ew deppq« MewatM saweeh a f�B �ot1�1 Nw awe .dB eeYtelde of a course of povsmtnl iMh«wa iM dwh is to ee Ides shown. Ne in oder that •liellertet :.: •, t!r wllt Ma lrpef s eewa el to pesertwe sulwJrocias.011Mrda "Nolhpaaw'a TNs orb thdl be osed when dosign speed is ad)ugmatt M $6 price bis is b be mode 1« o qn r Than 40 MPH on Rural htithoms and decrease or an hateoa in depth. 6011111111011111 ft lobe pIN NdNshw&e M developed Urban and Suburban Ill• mode 1a m or oo N depMi. E XT111 o RESUBMITTED ENG/P&Z 12/19/06 ,TIN RESUBMITTED P&Z 09/06/06 C192 �^ STANDARD 6 w CURB I I K FLAGPOLE BASE SECTION VIRGINIA DEPARTMENT' 201A1 i. . srArva4Ro 4 CURB DATE SUBMITTED 02/13/06 4 OF 19 los 502 C 1.2 NOT TO SCALE �� ' � . TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION r H I I c�o 1111 "ca WIN, SIGNS PROVIDED BY GENERAL CONTRACTOR, PER LOCAL '-__��REQUIREMENTS BOLT TO STEEL POST HANDICAPPED PAR60 'S50 to S300 FINE' SIGN 0 "o to sm CONCRETE Fri N IE OVAN ACCESSIBLE" SIGN VA BETWEEN ACCESSIBLE AS NOTED ON SITE PLAN In AND 60 f DIAMETER SCHEDULE 40 STEEL 0 6* PAINTED PIPE, PAINTED P-8 z YELLOW STRIPING DIAMETER SCHEDULE 40 STEEL PIPE, ab PAINTED P-8 ' I PAR6G CONCRETE SIDEWALK xX X 6" DIAMETER POST IN 12' 4 DIAMETER CONCRETE C-4 FOOTING HANDICAP SIGN MOUNTING HEIGHT PER LOCAL CODE AND INSTALLA71ON PER LOCAL REQUIREMENTS 310 3" K'A'�HANDICAP SIGN \Q�.3 NOT TO SCALE SITE ELECTRICAL NOTES 1. EACH LIGHT CIRCUIT SHALL HAVE HOME RUN CONDUIT TO SWTCHGEAR. 2. FINAL ADJUSTMENTS OF SITE LIGHT ANGLES AND DIRECTIONS ARE TO BE MADE AFTER DARK. AVOID INTERFERENCE WTH TRAMC OR ADJACENT PROPERTY, PER SATISFAC11ON OF BOB EVANS REPRESENTATIVE. 3. ALL SITE UGHTING TO BE WRED IN In PVC EACH CIRCUIT TO HAVE DIRECT RUN TO THE SwTCHGEAR. DO NOT LOOP CIRCUITS. 4. SITE UGHTS, POLE SIGNS, SIDE BUILDING SIGNS AND ROOF LIGHTS ARE CONTROLLED BY OLITE STAr SYSTEM. 5. SITE SIGN CONDUIT SHALL BE 1-1/2- DIRECT TO SWTCHGEAR. INCLUDE GROUND WRE IN CONDUIT AND SEPARATE GROUND ROD AT FOUNDATION FOR POLE. In NON—SHRINK GROUT CHAMFER In AT 45' TYP. 1 * x 12* x 12' STEEL BASE PLATE WITH (4) 314n DIA. x 2'-0* LONG ANCHOR BOLTS WITH r LONG HOOKS CONDUIT BY ELECTRICAL CONTRACTOR POLE AND ANCHOR BOLTS BY ELECTRICAL CONTRACTOR 44 4 to ' I . 4 :4 ..4 44 J I 71! 'o� 4' 2'-0" DIAMETER 45/8 -2 314! (-4 5/80 A '' DRILL 24*0 HOLE DO NOT OVER DIG FOUNDATION Cal --24* DIAMETER CONCRETE PIER NTH (4) #7 REBARS UPRIGHT AND #3 TIES AT 127 O.C. VERTICAL —#3 TIES AT 12- O.C. VERTICALLY (4) 17 REBARS UPRIGHT 1 15/16' CLEAR SPACE (TYPICAL) p rD_'�SITE UGHT BASE �Q�.3NOT TO SCALE 4-3* ACCESSIBILITY SYMBOL PAINTED ON PAVEMENT PROPORTIONING GUIDE * TO BE BLUE IN COLOR, UNLESS OTHERWISE SPECIFIED K'B"'�HANDICAP SYMBOL \QL..3 ,)NOT TO SCALE Hm ACTUAL STRIPING AND ARRANGEMENT MAY DIFFER, SEE SITE PLAN SHEET Cl FOR PROPER LAYOUT. TAPER ASPHALT TO BE FLUSH NTH CONCRETE WALK AT TOP ANDICAP PARKING SIGN, SEE DETAIL A/01.2 (MOUNT IN SIDEWALK) ml wjil�IIIIIIg I 7s 214. a 9 ml� V Ivy rF�HANDICAP RAMP \Q..3 ") NOT TO SCALE PAINTED SYMBOL, SEE DETAIL B/C1.2 RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 5 OF 19 ZOMOMMOUNWAL 13 FEB 2006 040NOM XM aWMAL 13 FEB 2M MOM MPAMMW aSMAL 28 JUL 21= IM MrAMMW MWM. C 0) cd now 75 cl� I 0 10 co z z co a. z z a: w - W M 0 .j NO PROJEar NUMBER 62-12656-00-M DO -W26 C13 5 OF 19 rr. • /1�,�1!;�Lgi�rr���. ..:�1,.�1�1 /-��ri �A /• /II���i�(r•��`• �• N..•�.�w-.�/�����rc 1.!��.�17,/.�.i.�. .4� _.._�.�,�I�1 �;.J_•,r ._.� L�i��L� ��!/�t �(f�r• KIM ma 1 - - 541. - - - - - - - 541..60 - _ 541.10 - ---- --- -- - - 541.25 LOCK C - - - - - H. 540.75 - --- -- � 540 DB 2916-22, DB 2 539, 1661-116 - t47 ACRES - 541.05 • ZONE6- Pm_ -.1C_ - 54 95 USE: UNDEVELOPED' I I 2 DROP INLET \ GRA INV. (SE) 00537. 15 INV. (NE) - 537.1 I I I 1 11 II I i I r I I --f EX SAN I I I I i 1. WN0�0114 HOLLYMEAD TOWNCENTER BLOCK Cl LOT B TMP 32-41D3 DB 2916-22, DB 2672-727, DB 1661-116 1.74 ACRES ZONED: PD -MC USE: UNDEVELOPED 541.25 l 28.8' OF r STM 0 2.00X � �8T \ SITE AREA = t 13 AC \ 1'55 SEATS g� \ \ F.F•\- 541.25% \ 1• \4VERAGE BUILDING HT. = 18.16' 1�AX. BUILDING HT. 25\.00' \ SINGLE\$TORY \ \ \ 541.25 541.25 \1 \ �a�ffin-1 �l a I a rn W Q a W i \ 1 I � I. 1 I \ � 1 I \ \ 1 1 1 � 1 � 3 \ / 1 ry �•� n. �• \ .• 541.30 1.15 ti X90 85 15 STM 0 �0.51X u I / 541.30 81111 Sim I � N I ' C /�� 540.95 ;;z 541.15 I/ I I I \ 540.45 540.65540.70 •P.I I 11 II W 540.20 I I I I DROP INLET I II GRATE - 540.20 I 542.59 542.13 15" INV. -537.70 kzr 541.80 I r yeQ' I 542.26 541.83 I I II I ha 541.50 pj Q I I / 3 1.90 , I H.P� 541.25 1 542.80 542.38 541.80 I / 540.75 I � 54205 k I , 541.30 s .50 I EX SAAR + I I EX. Or P SAN J EX F EX SA 541.00 I 5a X N 85 1 ' I I I l j 50.1565 54315 65 � / .20 541.75 541 I \ .15 / / 541.25 / 544,30 / / 5to I 543.80 � 541. !1 ` 80 / N i / 540. / I " r EX EOP \ H.P. \ I •' ` -/ IN, 543.95 �- - 543' GAS EX GAS G E ASI EX GAS GAS EX GAS EX W EX. 8" 0 MILE IROj`!-_ \ `_� I I I I I I 4' v h I I f WV 545.00 P E.O.P. FH 54&16 -. EX• , CURB . I I iTMP P�8 ET 03R' _ 1 > I TAR 2678-264 DB 2789-125 ZONED: PD -MC _ EX. SIDEWALK L =- - - -• -- - -- USE: RETAIL EX. LIGHT POLE I I I I I I I I I I LiJ I 0 z� LiJ N L.IJ 0 EX GAS NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTIUTIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) UTIUTIES, OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES PLAN (C3). LEGEND 100 PROPOSED CONTOUR ---loo- - - EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB 100.00 PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT WASHED STONE 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UiIUTY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 LT 1 1{ C2 60F19 I 1 P I 11 a- �I 0 I 1 O H., EX. 548.15 X I II I � 544.95 I I I I I I I I I I I I I I I i 545.80 1I I ! j •3 I I I � W75 I I I I I I i I I ; o I I I ! I � 1 -Ie N/q 4 1 V/ Z ii14401, I I L I I I I — � 541.90 PROPOSED CONTOUR — — — too — — — I tpp�.So I I I 1 I \ b X_ I I I I I I I I i I I I I I I I I i I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I t \ \ \ I I 1 \ I l \ 540.30 — — — — \ I 1 \ \ I 1 \ 543 \ I 1 \ \ I 1 1 \ I I I I 1 1 1 1 1 1 1 \ 1 I I I I I 1 1 1 — -- —116 147 1 1 1 \ I \ \ 1 _ ZONED: DMC— 1 I 1 USE: UNDEVELOPED' — — 1 I 1 \ I 1 \ I I I I \ 1 1 I I I I I 1 � I , / I I / � � , , I I � I I , I I I 1 I i \ I I \ 1 \ \ 1 1 1 \\ 1 1 1 1 \ \ \ � \ 1 \ \ 1 1 \ \ 1 I \ \ 1 I I \ 1 I I I 1 I EX. 548.15 X I II I � 544.95 I I I I I I I I I I I I I I I i 545.80 1I I ! j •3 I I I � W75 I I I I I I i I I ; o I I I ! I � 1 -Ie N/q 4 1 V/ Z ii14401, I I L I I I I — � 541.90 NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) UTILITIES. OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES PLAN (C3). LEGEND too PROPOSED CONTOUR — — — too — — — EXISTING CONTOUR tpp�.So I I I \ t0000 X_ 1.10 \ 1 11 1 \ I l 1.44 540.30 — — — — 543 \OCK C D8 2916-22. DB 2 — tACRES — -- —116 147 \ I J \ \ _ ZONED: DMC— USE: UNDEVELOPED' — — \ 1 \ \ \ � 1 I I 1 1 1 I I I I 1 I I 1 I \ I EX SAN EX SAN I NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) UTILITIES. OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES PLAN (C3). LEGEND too PROPOSED CONTOUR — — — too — — — EXISTING CONTOUR tpp�.So PROPOSED ELEVATION — TOP OF CURB toaoo PROPOSED ELEVATION — PAVEMENT t0000 PROPOSED ELEVATION — PAVEMENT MAJOR FLOOD ROUTE ARROW WASHED STONE 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILrTY NOTIFICATION CENTER OF VIRGINIA NON—MEMBERS MUST BE CALLED DIRECTLY RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 T' c • - _ill__=,1=__=.._1! f2 V ao C •— c 0i Ild C 0° 1 8 t LL V 0) �d 0 0 V m E n I TIM C2.1 70F19 g H a In �i,•i�{, . �. •:/•��/1 �� 'f+�:• i r/• -/Iii itz Ek MM. S1RUC7URE4'w V ADJUST GRATE TO W9.75 11 / •��:�•iii'i.N���..r��i�/�i�1�J�.i•�i''►/1:����i1 •.`f+�/����i1��1•�'��/ I+�%1!:��L��i'••'j/�I ���r�r 1 1 -N: .. �I•:�IIi��.I�+t+._ s.•�11,/.Lt� �Raw��rti�/•�.. 3 r' DB 2916-22, DO zofz� 1661-116 ONED: -MC- ® � ems_,•:::- ---•� ' Cii:dC •®� �i UNDEVELOPED' ' 1 11 II I 1 i II I I I I I I I --I- EX SAN I I I I GAS EX W _ 174 a 0• ft 540.65 T 5 MI AREA IU � cRI► - 541.75 60 V. - 542.90 .P. H.P. 1 HOLLYMEAD TOWNCENTER BLOCK Cl LOT B TMP 32-410 DB 2916-22, DB 2672-727, DB 1661-116 1.74 ACRES ZONED: PD -MC USE: UNDEVELOPED kriA Erlill nil Or �10 I X!, �450e 541.25 A=t5222 SF\1 1 Z 541.21 I� I541A I z W \ I i I I � 1 I 1 I 1 1 I * LLI � a: * � .05 541. 540. 0 0 11 7 DROP INLET .55icS 2 GRATE- 540.00 150 INV. (SE) - 537. \ ' 1 \ 15• INV. (NE) - 537.1 W 1540.70 I8 2 1 1 1 I I 3 540.20 /540.75 ,R,540.80541 SW 15" STI 0 b41% Lc)541.30 '1 I 541.30` S1A1J Sim N 540.80 I 0. 541.15 54 95 I I I i 540,45 540.55 1 3 I / 540.7 1 .P.1 11 1 \ ` � Lu 540.20 I i DROP INLET � I I � INK I 1 542.59 542'13 A 23 36 SF I 1Y INV. - 537.70 8 I I II I 542.26 �'•�° 0.5 1 AC � _ � 11 • U1•50 r A 488 2.90 h .• : � 541.50 � a VZ C= .90 =0.1 6 �, c_ ,,(�IN I� / I �`- H.Pmi.C 0.90, 1 I I / 3 1.40 � r sTc=5 54280 542.38 541.80 I / 541.30 I S I EX SAHIB I I EX. 8" PVC % EX EX SA ( / 541:0�0 541.00 I i X N EX SAN 543,65 I 0 I 543.65 541. / 541. I I I 50 75 541 0 I \ 543.15 15 `�'� /1• / 541.25 I• I n�' 544`30 LLI 54& 541. 541 /y'� 60 i 540. r I EX EOP ( / i 't \ H.P. \ r \ 543.95 --- ----- 543' EX GAS G E C tASI EX GAS GAS EX GAS '71LE IRON 5.0% wvi 545.00 PR COY. FH- \ r 1 I 1 1 \ TMP 32y��33B \ TARGET CORPOPHON DB 2678-264 \ \ 1 1 I / i \ DB 2789-125 _ ZONED: PD -MC EX. SIDEWALK �-- �_ __ - -- -- - -- -- - USE: RETAIL ii EX. LIGHT POLE I I I I \ \ I I I I I 1 Q ry I-_ LLI O z � LiJ m N LiJ O ry EX GAS O KEYED NOTES O 1. 6" STORM UNE FROM ROOF SCUPPERS. CONNECT TO P.V.C. PIPE BELOW GRADE AS SHOWN ON PLAN. 2. INSTALL WASHED STONE TO A DEPTH OF 2' BELOW SIDEWALK AND PORCH SLABS. 3. FINGER DRAINS PER DETAIL C/C2.4. 4. CONTRACTOR MUST ESTABLISH A NEW BENCHMARK PRIOR TO ADJUSTING STORM STRUCTURE TO FINAL GRADE. 5. DOWNSPOUT TO OUTLET INTO LANDSCAPED AREA USING A VELOCITY REDUCTION STRUCTURE. 6. EXISTING STORM PIPE AND INLET TO REMAIN. 7. 6" DIA. PERFORATED FOUNDATION DRAIN. INSTALL DRAIN OVER FOOTING AND ADJACENT TO FOUNDATION WALL, SEE DETAIL E/C2.4. TIE DRAIN INTO NEAREST STORM STRUCTURE. SEE SHEET S-1.0 FOR EXTENTS OF FOUNDATION DRAIN AROUND BUILDING. & 6" STORM CONDUIT AT 1.00X MINIMUM SLOPE, FROM FOUNDATION DRAIN TO STORM STRUCTURE. 9. RECONSTRUCT EXISTING STORM STRUCTURE TO A VDOT DI -4A. NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTIUTIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.4. (C) 6" STORM CONDUIT IS P.V.C. SDR -35. (D) 15" STORM CONDUIT IS ADS N-12, SMOOTH INTERIOR HDPE PIPE; REINFORCED CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL. (E) UTIUTIES, OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS UNE AND WATER LINE WORK WITH SITE UTIUTIES PLAN (C3). (F) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.4 AND G/C2.4. LEGEND DESCRIPTION 100 PROPOSED CONTOUR ---loo--- EXISTING CONTOUR 100.50 PROPOSED ELEVATION -TOP OF CURB 100.00 \ 1100.001 PROPOSED ELEVATION - PAVEMENT IN MAJOR FLOOD ROUTE ARROW 1= WASHED STONE EX. 1 DI -4A NA 539.75 536.45 531.00 NA EXISTING 36" \ PIPE 2 DI -1 116.00' 540.00 537.27 537.17 0.62 15" PIPE 3 DI -1 85.00' 540.20 NA \ 0.51 15" PIPE _ 174 a 0• ft 540.65 T 5 MI AREA IU � cRI► - 541.75 60 V. - 542.90 .P. H.P. 1 HOLLYMEAD TOWNCENTER BLOCK Cl LOT B TMP 32-410 DB 2916-22, DB 2672-727, DB 1661-116 1.74 ACRES ZONED: PD -MC USE: UNDEVELOPED kriA Erlill nil Or �10 I X!, �450e 541.25 A=t5222 SF\1 1 Z 541.21 I� I541A I z W \ I i I I � 1 I 1 I 1 1 I * LLI � a: * � .05 541. 540. 0 0 11 7 DROP INLET .55icS 2 GRATE- 540.00 150 INV. (SE) - 537. \ ' 1 \ 15• INV. (NE) - 537.1 W 1540.70 I8 2 1 1 1 I I 3 540.20 /540.75 ,R,540.80541 SW 15" STI 0 b41% Lc)541.30 '1 I 541.30` S1A1J Sim N 540.80 I 0. 541.15 54 95 I I I i 540,45 540.55 1 3 I / 540.7 1 .P.1 11 1 \ ` � Lu 540.20 I i DROP INLET � I I � INK I 1 542.59 542'13 A 23 36 SF I 1Y INV. - 537.70 8 I I II I 542.26 �'•�° 0.5 1 AC � _ � 11 • U1•50 r A 488 2.90 h .• : � 541.50 � a VZ C= .90 =0.1 6 �, c_ ,,(�IN I� / I �`- H.Pmi.C 0.90, 1 I I / 3 1.40 � r sTc=5 54280 542.38 541.80 I / 541.30 I S I EX SAHIB I I EX. 8" PVC % EX EX SA ( / 541:0�0 541.00 I i X N EX SAN 543,65 I 0 I 543.65 541. / 541. I I I 50 75 541 0 I \ 543.15 15 `�'� /1• / 541.25 I• I n�' 544`30 LLI 54& 541. 541 /y'� 60 i 540. r I EX EOP ( / i 't \ H.P. \ r \ 543.95 --- ----- 543' EX GAS G E C tASI EX GAS GAS EX GAS '71LE IRON 5.0% wvi 545.00 PR COY. FH- \ r 1 I 1 1 \ TMP 32y��33B \ TARGET CORPOPHON DB 2678-264 \ \ 1 1 I / i \ DB 2789-125 _ ZONED: PD -MC EX. SIDEWALK �-- �_ __ - -- -- - -- -- - USE: RETAIL ii EX. LIGHT POLE I I I I \ \ I I I I I 1 Q ry I-_ LLI O z � LiJ m N LiJ O ry EX GAS O KEYED NOTES O 1. 6" STORM UNE FROM ROOF SCUPPERS. CONNECT TO P.V.C. PIPE BELOW GRADE AS SHOWN ON PLAN. 2. INSTALL WASHED STONE TO A DEPTH OF 2' BELOW SIDEWALK AND PORCH SLABS. 3. FINGER DRAINS PER DETAIL C/C2.4. 4. CONTRACTOR MUST ESTABLISH A NEW BENCHMARK PRIOR TO ADJUSTING STORM STRUCTURE TO FINAL GRADE. 5. DOWNSPOUT TO OUTLET INTO LANDSCAPED AREA USING A VELOCITY REDUCTION STRUCTURE. 6. EXISTING STORM PIPE AND INLET TO REMAIN. 7. 6" DIA. PERFORATED FOUNDATION DRAIN. INSTALL DRAIN OVER FOOTING AND ADJACENT TO FOUNDATION WALL, SEE DETAIL E/C2.4. TIE DRAIN INTO NEAREST STORM STRUCTURE. SEE SHEET S-1.0 FOR EXTENTS OF FOUNDATION DRAIN AROUND BUILDING. & 6" STORM CONDUIT AT 1.00X MINIMUM SLOPE, FROM FOUNDATION DRAIN TO STORM STRUCTURE. 9. RECONSTRUCT EXISTING STORM STRUCTURE TO A VDOT DI -4A. NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTIUTIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.4. (C) 6" STORM CONDUIT IS P.V.C. SDR -35. (D) 15" STORM CONDUIT IS ADS N-12, SMOOTH INTERIOR HDPE PIPE; REINFORCED CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL. (E) UTIUTIES, OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS UNE AND WATER LINE WORK WITH SITE UTIUTIES PLAN (C3). (F) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.4 AND G/C2.4. LEGEND DESCRIPTION 100 PROPOSED CONTOUR ---loo--- EXISTING CONTOUR 100.50 PROPOSED ELEVATION -TOP OF CURB 100.00 PROPOSED ELEVATION - PAVEMENT 1100.001 PROPOSED ELEVATION - PAVEMENT IN MAJOR FLOOD ROUTE ARROW 1= WASHED STONE STORM SEWER TABLE STRUCTURE DESCRIPTION LENGTH RIM INVERT INVERT SLOPE REMARKS NUMBER ELEVATION IN OUT % EX. 1 DI -4A NA 539.75 536.45 531.00 NA EXISTING 36" PIPE 2 DI -1 116.00' 540.00 537.27 537.17 0.62 15" PIPE 3 DI -1 85.00' 540.20 NA 537.70 0.51 15" PIPE 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES Alk TWO WORKING DAYS BEFORE YOU DIG 40 CALL 1-800-552-7001 (TOLL FREE) U IUTY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 C2.2 80F19 MANHOLES CATCH BASINS AND GREASE TRAPS BACK FILL REQUIREMENTS FINISH GRADE OR SUB GRADE \ �\ /'\//\\\\ / //j\/ *- N co V1A ZON N131 SIE SaU189frMAL CONTRACTOR BACKFILL 13 FM 2008 TO INFLUENCE TRENCH OF STRUCTURE\//\\// STRUCTURE / /// FW 2006 BACKFILL, 98% STANDARD PROCTOR \NTH COMPACTED GRANULAR/\ ! \\\/\ 28 JILL 2005 (FULL DEPTH). / °O // / INFLUENCE TRENCH OF STRUCTURE �� �R�- , � \\\ \\\ \\/\, eo ooa�e�rslrlooNSlnuClloN� Go BACKFILL TO BE PLACED IN 8! LIFTS AND TESTED EACH 24! DEPTH OF FILL — ((1) TEST PER STRUCTURE PER 2' FILL) CONTRACTOR TO UNDERCUT STRUCTURE LOCATIONS CERTIFIED BY REPUTABLE TESTING COMPANY, BASE BY 8!. REPLACE WITH COMPACTED COMPARISONS SHALL BE DOCUMENTED PRIOR TO ISSUANCE OF GRANULAR BACKFILL 95X STANDARD PAYMENT. PROCTOR.* NO ON SITE FILL WILL BE ALLOWED FOR UTILITY 0) -rL STRUCTURES UNLESS SPECIFICALLY APPROVED BY C BOB EVANS REPRESENTATIVE A UTILITY STRUCTURE BACKFILL RE UIREMENTS $ IR C2.4 NOT TO SCALE I i 0� 4! CONCRETE SLAB TYPICAL CLEAN OUT COVER IN ALL PAVED/CONCRETE AND LANDSCAPE WITH THICKENED EDGE 4! SIDEWALK AREAS. NEENAH FOUNDRY CO. — COLUMBUS, OH, PHONE: 614-876-9837. E NEENAH — R-1976 ,ANT )!r EXPANSION SEALANT s JOINT CLEAN OUT COVERS FOR ALL ° PAVEMENT SANITARY AND STORM CLEAN OUTS ° d' •d a !M COMPACT GRAVEL BASE co 10! ° d 810 CONCRETE BLOCK800 / / / \\\\ \\ ?•ai�:: �,1 '•,f ,Y. • t `<,,: ,��`'+ �, s. •;�.;.., :.,.: ,:.ti.,`;•• ASPHALT CONCRETE, LANDSCAPE OR SOD ••a ° Q /// \% AREAS. SEE SITE GRADING PLAN SHEET d > CLEAN OUT PLUG, 3! BELOW BOTTOM OF . Z THE MANHOLE LID a --� 4! DIA. x 10'-0" LONG P.V.C. SDR-35 d WITH �0��� a 6! UNDERDRAIN toPERFORATED TOP, (4) PER CATCH BASIN ! ° 1-8 CINE EALL JOINT WITH CONCRETE N OUT LOCATIONS MARKED C.O. ON S i OR MANHOLE, (2) PER CURB INLET, SEE GRADING AND UTILITY PLANS. CAUILK: ELASTOMERIC JOINT SITE GRADING AND STORM PLAN SEALLANT —TYPE 'A' a • • a FOOTING d (2)FI DRAINn CLEAN OUT DETAIL E FOUNDATION DRAIN AND GRAVEL DETAIL J C2.4 NOT TO SCALE C2.4 NOT TO SCALE C2.4 NOT TO SCALE J LL U Q m W JNOTE: F Q w PAVED UNPAVED AREA Z a cn SURFACE SEE PAVEMENT DETAIL FOR (SEE NOTE 3) 1. BEDDING THICKNESS UNODER PIPE BARREL b, SHALL BE 1/8 OF Be 4! MIN. Be IS OUTSIDE DIAMETER OF PIPE AT BELL< Z PAVEMENT SECTION 2. THE HAUNCH AREA OF TTHE PIPE MUST BE FULLY SUPPORTED; THEREFORE THE BEDDING MATERIAL SHALL BE HAND COMPACTED AGGREGATE 1" \\/\\/\\/\\/\\ SUITABLE ONSITE MATERIAL, PER PLACED AND COMPACTED LLINDER THE PIPE HAUNCH. Q W \//\//\//\//\ SECTION 02200 PART 2-1 AND MAX. DIAMETER, COMPACTED \\/\\/\\/\ TO 98% STD. PROCTOR \//\//\//\// COMPACTED TO 95X STD. PROCTOR N SECTION 02200 \j\y�\j�\j\\\ (TO BE PLACED IN 8! LIFTS MAX.) 3. IF UNPAVED AREA IS WIIIHIN 10' OF PAVEMENT OR STRUCTURE THEN FOLLOW TRENCH GUIDELINES FOR PAVED AREA.% W W \ \ \ \ \ /j 4. PIPE DIAMETER OF 4! ODR SMALLER SHALL HAVE A MAXIMUM TRENCH WIDTH OF 12/. � � Z � TRACER WIRE #14 THIN BLUE TRACER WIRE X14 THIN BLUE FOR WATER, GREEN FOR GAS FOR 5. BEDDING AND INITIAL BACKFILL SHALL BE SAND FOR ALL UTILITY CONDUIT CARRYING WATER, ELECTRIC, GAS, AND SEWERFOR WATER, GREEN FOR \ j�\jam\\/ ORANGE FOR COMMUNICATIONS TELEPHONE. SEWER, YELLOW FOR GAS, ORANGE FOR COMMUNICATIONS \ \\/ • • ANY DEVIATION FROM THE ABOVE DETAILS AND SPECIFICATIONS MUST HAVE WRITTEN APPROVAL FROM THE ON—SITE BOB ! •: INTIAL BACKFILL d Q INITIAL BACKFILL ;; 4 EVANS REPRESENTATIVE. 4d • �. BEDDING AND INITIAL BACKFILL TO BE BEDDING AND INITIAL BACKFlLL TO BE d COMPACTED GRANULAR MATERIAL 1/2! .n ::; COMPACTED GRANULAR MATERIAL 1/2! NOMINAL DRAINAGE FILL, SEE NOTE 5. NOMINAL DRAINAGE FILL, SEE NOTE 5 SECTION 02200 SECTION 02200 Be Bc Be + 12! MIN. Be + 120 MIN. SEE NOTE 4 SEE NOTE 4 N NOT TO SCALE NOT TO SCALE Ma PROJECT 62-12656-00-M DO-W26 rG-ITILITY TRENCH BACKFILL REQUIREMENTS RESUBMITTED ENG/P&Z 12/19/06 C2.4 NOT TO SCALE C284 • RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 10 OF 19 I 1 I 1 I I III W 1 1 1 �N •moi •'1 id�•i�����,1,1�'Ie:1.ic� •✓�� t�� •1i ' • 1 Ri rrr. �". `I1' '°4�S .� • I � i.i! i.'i�r!' �' rI� ���� .t•+.1�..'.ri-i•�•i'i�' !IIC��1.d�r�e•::•�.t�_.�.�.r•r�I�•r,•I, L•.e.�.I•..j.��.._.�.♦_r�'!w•'at.�1•te,e�.r./.�•.iii10t _j ' k�N�i'i�. �Ldr!'�'.��1r��!..!i�r� . 1__r1. .14.�.r�'�:�'Iw�r!'.._�•.��ii• . ♦ 1 II• ' 1 1 ® - •.�/11•�-i.►� ;+.: -��I�• % �1�����1 t`,•• t � - ... Com'" � \�\ � • E. - \ \ \ \ \ 540.85 + h D SI EA = f 13 AC " : SEATS 1L4 , x \ F.. 541.2 \ a . I �1 + 1.t0 541.25 \4VERAGE BUI G HT. = 8.16' \ D AREA RAIN • : P.. AX• BUILDIN T. = 25.80 I . \ GRA = 540. .'' i° 01 SIN DRY \ 6" V. . 537 = .8 + \ / 541.25 + 541.00 I 541.25 \ + + \ \ + ^� ! T 1 1 - - H.P. 54C.85 1 IL -T 54,.15 d i /JJ f i1 I 541. u' / / 540• 0.7 1.05 541 2 DROP INLET \ + c��40 © •55 D I 1• ° S \ SF 1 I GRATE = 540.00 � �R�1 + `! 15' INV. (SE) = 537.2 \ +�� 1 + 15" INV. (NE) = 537.1t, w 540.70 \I 3 I 540.20 /540.75 t IH.R. h 1.85 + IP h ti 2.9% _ \ / - 85' OF 15" i5 o .51 % '� I \ 541.30 •15 irf i I I I I S / 541.30 rx / ) + e� N I 540.80 \ 1 + 540.95 N' 541.15 I \ / 540.45 540.85 •P IP � c,� \ h��• I I w ti`s 540.20 + y� + a1 DRO INLET \ I ,542..20 13 15" NV- 5 537.7 I + hko + y 542.26 541.80 I I I I I ) 90 / : ' 541.83 0 ( I I �a�1 ( h • 541.50 r7 q0' z I (54280 54238 II I / I 540.75 I 54205 �° 541541.80 / / h� I I ,ti .30 I EX SAN' / 1 S .50 ��� + �,5° • I jI (7 EX. 8" VC SAN i EX EX SA ( DD 1.00 541.00 I i --I----- X N XI I I EX SAN 85 F tx I j I 543.185 165 541.50 / 541.25 541.2o 5 1 / / n6 + DD ��� + h�� P I I W °� 54430 + k N 4 544~10 0% 541. • . / 541 / / + ���°'`' 06 543.80 �� I 540.8 • I• EX. EOP b 00 r3N ::I/ �o SF 0000,09 •' h� 0 ��� 543• DD ._ - i� + IN, 543. 0 00000 \ 0 00`000 00 I 7 ooo0 000 000p 0 0 0 0000 000 .00�+ o0 0 o - X 0000 000 00N0 oo 5 1 SF II I I \ I I I m � \ / 0 00 00 000 I I I GAS EX GAS EX G E AS 1 EX GAS GAS EX GAS ate, Ex w EX. s" uc � +`5.0% + �° y,N 545.00 �� SF 1�>h + I�+ hyo°o l + + PR LO.P. FH \ 545.16 546 �Q 54240 \ r\ �'� �- EX. CURB ----- k //� +roti +h°1 TMP 32-438 TARGET CORPOR'AWN \ 1 \ 1 I U DB 2678-264 2789-125 _ O\ + _ + heYONED: PD -MC + °'� EX. SIDE W K --- ' - USE: RETAIL I \ \ \ \ I I \ - EX. LIGHT POLE 9 L1J 0 z cc LiJ V m a Of N Li 0 EX GAS VMUH GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 4VAC50-30 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: 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. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -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. ES -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. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZA11ON IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EROSION CONTROL KEY KEY SYMBOL SPECIFICATION DESCRIPTION 00000000000000 O00000000000000 00000000000000 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 00000000000000 SF -X 3.05 SILT FENCE DD 3.09 TEMPORARY DIVERSION DITCH IP 3.07 STORM DRAIN INLET PROTECTION O 3.31 TEMPORARY SEEDING PS PS 3.32/3.33 PERMANENT SEEDING/SODDING ST 3.13 TEMPORARY SEDIMENT TRAP 3.04 STRAW BALE BARRIER RR 3.19 CLASS Al RIPRAP NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTIUTIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) SEDIMENT AND EROSION CONTROL STANDARDS SHALL BE PER VESCH UNLESS OTHERWISE NOTED. (C) INLET PROTECTION AT STR. NO. 3 TO BE EXCAVATED DROP INLET SEDIMENT TRAP. LEGEND too PROPOSED CONTOUR - - -100 - - - EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB 100.00 j PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT • • LIMITS OF GRADING CRITICAL SLOPE VICINITY MAP NOT TO SCALE 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS AL BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 1 1 1 1 I I I I 1 1 13 FEB 2006 13 FEB 2006 HEALTH DWARIMOC BLMWffAL 28 JM 2005 0 CO WAMM W BUBYTfAL C2.5 11 OF 19 + SF I �yL + h� \ ' \\ I i \ I 1 1 I I X \ I DB 2916-22, DB 2 1661-116 I -147 1 1 •1 , ® UNDEVELOPED' II�USE: 5A• x +I \ \ \ \ \ 540.85 + h D SI EA = f 13 AC " : SEATS 1L4 , x \ F.. 541.2 \ a . I �1 + 1.t0 541.25 \4VERAGE BUI G HT. = 8.16' \ D AREA RAIN • : P.. AX• BUILDIN T. = 25.80 I . \ GRA = 540. .'' i° 01 SIN DRY \ 6" V. . 537 = .8 + \ / 541.25 + 541.00 I 541.25 \ + + \ \ + ^� ! T 1 1 - - H.P. 54C.85 1 IL -T 54,.15 d i /JJ f i1 I 541. u' / / 540• 0.7 1.05 541 2 DROP INLET \ + c��40 © •55 D I 1• ° S \ SF 1 I GRATE = 540.00 � �R�1 + `! 15' INV. (SE) = 537.2 \ +�� 1 + 15" INV. (NE) = 537.1t, w 540.70 \I 3 I 540.20 /540.75 t IH.R. h 1.85 + IP h ti 2.9% _ \ / - 85' OF 15" i5 o .51 % '� I \ 541.30 •15 irf i I I I I S / 541.30 rx / ) + e� N I 540.80 \ 1 + 540.95 N' 541.15 I \ / 540.45 540.85 •P IP � c,� \ h��• I I w ti`s 540.20 + y� + a1 DRO INLET \ I ,542..20 13 15" NV- 5 537.7 I + hko + y 542.26 541.80 I I I I I ) 90 / : ' 541.83 0 ( I I �a�1 ( h • 541.50 r7 q0' z I (54280 54238 II I / I 540.75 I 54205 �° 541541.80 / / h� I I ,ti .30 I EX SAN' / 1 S .50 ��� + �,5° • I jI (7 EX. 8" VC SAN i EX EX SA ( DD 1.00 541.00 I i --I----- X N XI I I EX SAN 85 F tx I j I 543.185 165 541.50 / 541.25 541.2o 5 1 / / n6 + DD ��� + h�� P I I W °� 54430 + k N 4 544~10 0% 541. • . / 541 / / + ���°'`' 06 543.80 �� I 540.8 • I• EX. EOP b 00 r3N ::I/ �o SF 0000,09 •' h� 0 ��� 543• DD ._ - i� + IN, 543. 0 00000 \ 0 00`000 00 I 7 ooo0 000 000p 0 0 0 0000 000 .00�+ o0 0 o - X 0000 000 00N0 oo 5 1 SF II I I \ I I I m � \ / 0 00 00 000 I I I GAS EX GAS EX G E AS 1 EX GAS GAS EX GAS ate, Ex w EX. s" uc � +`5.0% + �° y,N 545.00 �� SF 1�>h + I�+ hyo°o l + + PR LO.P. FH \ 545.16 546 �Q 54240 \ r\ �'� �- EX. CURB ----- k //� +roti +h°1 TMP 32-438 TARGET CORPOR'AWN \ 1 \ 1 I U DB 2678-264 2789-125 _ O\ + _ + heYONED: PD -MC + °'� EX. SIDE W K --- ' - USE: RETAIL I \ \ \ \ I I \ - EX. LIGHT POLE 9 L1J 0 z cc LiJ V m a Of N Li 0 EX GAS VMUH GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 4VAC50-30 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: 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. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -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. ES -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. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZA11ON IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EROSION CONTROL KEY KEY SYMBOL SPECIFICATION DESCRIPTION 00000000000000 O00000000000000 00000000000000 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 00000000000000 SF -X 3.05 SILT FENCE DD 3.09 TEMPORARY DIVERSION DITCH IP 3.07 STORM DRAIN INLET PROTECTION O 3.31 TEMPORARY SEEDING PS PS 3.32/3.33 PERMANENT SEEDING/SODDING ST 3.13 TEMPORARY SEDIMENT TRAP 3.04 STRAW BALE BARRIER RR 3.19 CLASS Al RIPRAP NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTIUTIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) SEDIMENT AND EROSION CONTROL STANDARDS SHALL BE PER VESCH UNLESS OTHERWISE NOTED. (C) INLET PROTECTION AT STR. NO. 3 TO BE EXCAVATED DROP INLET SEDIMENT TRAP. LEGEND too PROPOSED CONTOUR - - -100 - - - EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB 100.00 j PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT • • LIMITS OF GRADING CRITICAL SLOPE VICINITY MAP NOT TO SCALE 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS AL BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 1 1 1 1 I I I I 1 1 13 FEB 2006 13 FEB 2006 HEALTH DWARIMOC BLMWffAL 28 JM 2005 0 CO WAMM W BUBYTfAL C2.5 11 OF 19 + SF I �yL + h� \ I I \\ I i \ I � 1 I I X \ I I \ \ \ \ \ 540.85 + h D SI EA = f 13 AC " : SEATS 1L4 , x \ F.. 541.2 \ a . I �1 + 1.t0 541.25 \4VERAGE BUI G HT. = 8.16' \ D AREA RAIN • : P.. AX• BUILDIN T. = 25.80 I . \ GRA = 540. .'' i° 01 SIN DRY \ 6" V. . 537 = .8 + \ / 541.25 + 541.00 I 541.25 \ + + \ \ + ^� ! T 1 1 - - H.P. 54C.85 1 IL -T 54,.15 d i /JJ f i1 I 541. u' / / 540• 0.7 1.05 541 2 DROP INLET \ + c��40 © •55 D I 1• ° S \ SF 1 I GRATE = 540.00 � �R�1 + `! 15' INV. (SE) = 537.2 \ +�� 1 + 15" INV. (NE) = 537.1t, w 540.70 \I 3 I 540.20 /540.75 t IH.R. h 1.85 + IP h ti 2.9% _ \ / - 85' OF 15" i5 o .51 % '� I \ 541.30 •15 irf i I I I I S / 541.30 rx / ) + e� N I 540.80 \ 1 + 540.95 N' 541.15 I \ / 540.45 540.85 •P IP � c,� \ h��• I I w ti`s 540.20 + y� + a1 DRO INLET \ I ,542..20 13 15" NV- 5 537.7 I + hko + y 542.26 541.80 I I I I I ) 90 / : ' 541.83 0 ( I I �a�1 ( h • 541.50 r7 q0' z I (54280 54238 II I / I 540.75 I 54205 �° 541541.80 / / h� I I ,ti .30 I EX SAN' / 1 S .50 ��� + �,5° • I jI (7 EX. 8" VC SAN i EX EX SA ( DD 1.00 541.00 I i --I----- X N XI I I EX SAN 85 F tx I j I 543.185 165 541.50 / 541.25 541.2o 5 1 / / n6 + DD ��� + h�� P I I W °� 54430 + k N 4 544~10 0% 541. • . / 541 / / + ���°'`' 06 543.80 �� I 540.8 • I• EX. EOP b 00 r3N ::I/ �o SF 0000,09 •' h� 0 ��� 543• DD ._ - i� + IN, 543. 0 00000 \ 0 00`000 00 I 7 ooo0 000 000p 0 0 0 0000 000 .00�+ o0 0 o - X 0000 000 00N0 oo 5 1 SF II I I \ I I I m � \ / 0 00 00 000 I I I GAS EX GAS EX G E AS 1 EX GAS GAS EX GAS ate, Ex w EX. s" uc � +`5.0% + �° y,N 545.00 �� SF 1�>h + I�+ hyo°o l + + PR LO.P. FH \ 545.16 546 �Q 54240 \ r\ �'� �- EX. CURB ----- k //� +roti +h°1 TMP 32-438 TARGET CORPOR'AWN \ 1 \ 1 I U DB 2678-264 2789-125 _ O\ + _ + heYONED: PD -MC + °'� EX. SIDE W K --- ' - USE: RETAIL I \ \ \ \ I I \ - EX. LIGHT POLE 9 L1J 0 z cc LiJ V m a Of N Li 0 EX GAS VMUH GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 4VAC50-30 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: 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. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -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. ES -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. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZA11ON IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EROSION CONTROL KEY KEY SYMBOL SPECIFICATION DESCRIPTION 00000000000000 O00000000000000 00000000000000 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 00000000000000 SF -X 3.05 SILT FENCE DD 3.09 TEMPORARY DIVERSION DITCH IP 3.07 STORM DRAIN INLET PROTECTION O 3.31 TEMPORARY SEEDING PS PS 3.32/3.33 PERMANENT SEEDING/SODDING ST 3.13 TEMPORARY SEDIMENT TRAP 3.04 STRAW BALE BARRIER RR 3.19 CLASS Al RIPRAP NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTIUTIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) SEDIMENT AND EROSION CONTROL STANDARDS SHALL BE PER VESCH UNLESS OTHERWISE NOTED. (C) INLET PROTECTION AT STR. NO. 3 TO BE EXCAVATED DROP INLET SEDIMENT TRAP. LEGEND too PROPOSED CONTOUR - - -100 - - - EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB 100.00 j PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT • • LIMITS OF GRADING CRITICAL SLOPE VICINITY MAP NOT TO SCALE 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS AL BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 1 1 1 1 I I I I 1 1 13 FEB 2006 13 FEB 2006 HEALTH DWARIMOC BLMWffAL 28 JM 2005 0 CO WAMM W BUBYTfAL C2.5 11 OF 19 III I 1 o \ / \ EX CUR546.21 \\ \\ \ 1 \\ 545.71 EX. 548.15 ` \ / EX. 550.001 w \ 1 Ex cuR6 .50 1 0 \ 1 °° I 547.10 1 I SF I I // 1 1s 04 546.65 I I 1 x l � /� / \\ 11 I I I 1 544.95AL_ I I I I I I ( .,>� 54580 1 I I I j .35 SF EX. s - II I I I II II I I I I I1 II III1I I1I II1 1 \ IIIII I I1 I III I1 11 111 I1 \ \ \ �\\ \\\ \\/I \ / \\ \II I\\ \\\ I`\I► -_- - -\ +11 I �-\ /�\ I °I _ �•-_`- --- _ +_S -F -_h- `- '�.:P°`�'°_.5.`�'�4-�� - r- / 0 0T - -, ' - 6•1- . A �•+ �\ � \� �A.� D\0J� i U S EX. 3( R.1: 541.90 PR. -t" .10 541.00 541.40 540.90 - - - - - - - - - - BE .74- 1.44 7 1.44 U� E 0 go 54114-+ 541.60 ND 1• NIE 25 LOCK C1 50PI+L H. 541 -22, D2sDB 2111 1-116 .55 -1471ACRES ZONEDPD-MC` 54195 0 USE: UNDEVELOPED - \ _ 540.65 + D AREA RAIN ORA 540. N\ 541.75 V. 537. IN 542.90+ H.P. ra a ul DRROP INLET 2 RRATE = 540.00 + 155" INV. (SE) = 537.2 155" INV. (NE) = 537.1 S 04 ( + lip T 54259 542.13 541.60 ti 542.26 90 r 1 542.80 54138 c cc I 1 1 1 / + • I l \\ I I I \ 1 f I I 542.05 A M I ��. EX. 8"ExVC 1 543'IA EX SAN EX SAN / 6, EROSION CONTROL KEY KEY SYMBOL SPECIFICATION DESCRIPTION CE 000000000 00000000000000 00000000000000 00000000000000 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE f--oo PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT SF -X 3.05 SILT FENCE DD MAJOR FLOOD ROUTE ARROW 3.09 TEMPORARY DIVERSION DITCH IP CRITICAL SLOPE 3.07 STORM DRAIN INLET PROTECTION 3.31 TEMPORARY SEEDING PS PS 3.32/3.33 PERMANENT SEEDING/SODDING ST 3.13 TEMPORARY SEDIMENT TRAP ® ® 3.04 STRAW BALE BARRIER RR 3.19 CLASS Al RIPRAP NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) SEDIMENT AND EROSION CONTROL STANDARDS SHALL BE PER VESCH UNLESS OTHERWISE NOTED. (C) INLET PROTECTION AT STIR. NO. 3 TO BE EXCAVATED DROP INLET SEDIMENT TRAP. LEGEND too PROPOSED CONTOUR EXISTING CONTOUR 1OM50 J PROPOSED ELEVATION - TOP OF CURB f--oo PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT MAJOR FLOOD ROUTE ARROW WASHED STONE 4■ MAJOR FLOOD ROUTE ARROW • LIMITS OF GRADING - CRITICAL SLOPE 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES Alk TWO WORKING DAYS BEFORE YOU DIG jM CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 Z a. Q� 0 U w D oz � a D a: z Q oW z �� a:O 0 w t1 1 C2.6 12 OF 19 Tw I I O =I F-3 SEDIMENT AND EROSION CONTROL NOTES PROJECT DESCRIPTION:: THE ' SITE IS A 1.13 -AC. PARCEL LOCATED ON THE WEST SIDE OF SR 29 (SEMINOLE TRAIL), SOUTH OF TiMBERWOOD BLVD., IN THE HOLLYMEAD TOWN CENTER COMMERCIAL DEVELOPMENT. THE PROPOSED RESTAURANT DEVELOPMENT CONSISTS OF THE CONSTRUCTION OF A NEW RESTAURANT AND ASSOCIATED PARKING FACILITIES. THE ON-SITE DRAINAGE SYSTEM WILL COLLECT THE RUNOFF AND CONVEY IT TO THE EXISTING STORMWATER MANAGEMENT FACILITY, LOCATED NORTH OF THE SITE, VIA AN EXISTING 36' STORM SEWER AT THE NORTHWEST CORNER OF THE SITE EXISTING CONDITIONS: CURRENTLY THE SITE IS AN UNDEVELOPED PARCEL W17H FAIR VEGETATIVE GROUND COVER. CURRENT DRAINAGE PATTERNS FOR THIS SITE FLOW BY SHEET FLOW IN AN EASTERLY DIRECTION TOWARD SR 29. ADJACENT AREAS_ THE SITE IS BORDERED ON THE EAST BY SR 29, WEST BY UNDEVELOPED LAND, SOUTH BY EXISTING COMMERCIAL DEVELOPMENT, AND TO THE NORTH BY THE HOLLYMEAD TOWN CENTER STORMWATER MANAGEMENT FACILITY. OFFSITE ARM: THIS DEVELOPMENT WILL INVOLVE LAND DISTURBING ACTIVITIES ON PORTIONS OF ADJACENT PARCELS NORTH. SOUTH AND WEST OF THE SITE THE NORTHERN LAND DISTURBANCES WILL INVOLVE FILLING OPERATIONS TO DEVELOP A BUILDING PAD IN THE LOCATION APPROVED UNDER THE MASTER PLAN FOR THIS SITE THE SOUTHERLY LAND DISTURBANCES WILL. INVOLVE EXCAVATIONS NECESSARY TO CONSTRUCT THE ACCESS DRIVES FOR THIS SITE AND FUTURE DEVELOPMENT. THE LAND DISTURBANCES TO THE WEST WILL INVOLVE EXCAVATION TO FACILITATE THE CONSTRUCTION OF THIS SITE AND TO PROMOTE THE INTERIOR ACCESS DRIVES ASSOCIATED WITH THIS SITE AND FUTURE DEVELOPMENT. SOILS: IT IS OUR UNDERSTANDING THAT PORTIONS OF THE SITE HAVE BEEN EXCAVATED AND FILLED IN PREVIOUS YEARS DUE TO CONSTRUCTION AC71VMES ASSOCIATED WITH THE DEVELOPMENT OF THE HOLLYMEAD TOWN CENTER. BASED ON GEOTECHNICAL SOILS EXPLORATIONS, THE ENSTING SOILS ARE MICACEOUS SILTY AND CLAYEY FINE SANDS. CRITICAL ARM THE CRITICAL AREAS FOR THIS SITE WILL BE THE PROPOSED EMBANKMENTS ALONG THE NORTHERLY AND EASTERLY BOUNDARIES OF THE DEVELOPMENT. THESE AREAS MALL BE PROTECTED BY THE INSTALLATION OF UP-SLOPE DIVERSION DIKES 70 MINIMIZE THE AMOUNT OF DRAINAGE PASSING OVER THESE AREAS. DOWN-SLOPE SILT FENCE, AND TEMPORARY AND PERMANENT SEEDING. THERE IS A LONG SLOPE LOCATED TO THE WEST OF THE PARCEL THAT WILL CONTRIBUTE STORM WATER RUNOFF TO THE SITE A PERMANENT DIVERSION DIKE WILL BE CONSTRUCTED WEST OF THE SUBJECT SITE TO DIVERT STORM RUNOFF TO THE NORTH OF THE E aS71NG STORM WATER MANAGEMENT FACMJTY. E ROSH AND SEDIMENT CONTROL : ALL CONTROL MEASURES WILL BE IN COMPLIANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. RUE TO THE EROSION AND SEDIMENT CONTROL PLAN FOR SPECIFIC MEASURES AND THEIR LOCATIONS. TNNMIPOIItW RM CONSTRUCTION IN72AI!iM A TEMPORARY STONE CONSTRUCTION ENTRANCE WILL BE INSTALLED TO REMOVE SEDIMENTS FROM CONSTRUCTION VEHICLES EXITING THE SITE SILT FEMM SILT FENCE WILL BE INSTALLED ALONG THE DOWN-SLOPE SIDES OF THE DEVELOPMENT TO COLLECT SEDIMENTS AND PREVENT THEM FROM BEING TRANSPORTED DOWNSTREAM. STRAIT HINDI BAR111131lb STRAW BALE BARRIERS WILL BE INSTALLED ALONG THE PERMANENT DIVERSION DIKE TO COLLECT SEDIMENTS AND PREVENT THEM FROM BEING TRANSPORTED DOWNSTREAM. SLPRAP: RIPRAP WILL BE INSTALLED AT THE DOWN-SLOPE END OF THE TEMPORARY DIVERSION DIKE TO REDUCE VELOCITY, COLLECT SEDIMENTS AND PREVENT THEM FROM BEING TRANSPORTED DOWNSTREAM. IEM1PORART DITMON DI U& TEMPORARY DIVERSION DIKES WILL BE INSTALLED PRIOR 70 MAJOR EARTHMOVING ACTIVITIES TO DIRECT UPSTREAM RUNOFF EITHER AWAY FROM THE DISTURBED AREAS OR TOWARD A TEMPORARY SEDIMENT TRAP. STORM DRMN UM PBGTBt.TLON: THE MAJOR STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED PRIOR TO MAJOR EARTHMOVING ACTIVITIES. INLET PRO7ECTION WILL BE INSTALLED AND A TEMPORARY SEDIMENT TRAP WALL BE CONSTRUCTED AT STORM SEWER STRUCTURE #3. T>lmIRAit1! Stun 1T TRAP. A TEMPORARY SEDIMENT TRAP WILL BE CONSTRUCTED AT STORM SEWER STRUCTURE #3 M COLLECT SEDIMENTS FROM THE MAJORITY OF THE SITE TINFORASY MING: TEMPORARY SEEDING WILL BE INSTALLED ON EMBANKMENTS AND OTHER DISTURBED AREAS TO STABILIZE THE SURFACES PRIOR TO RECEIVING FINAL COVER. PERMAHM STABILIZATION AAMS PNIISYAmm If 6/80D: PERMANENT SEEDING/SOD WILL BE INSTALLED ON AREAS AT FINAL GRADE NOT RECEIVING AN IMPERVIOUS SURFACL PAVABNi: PERMANENT SOIL STABIUZA710N WILL BE EMPLOYED ON THE MAJORITY OF THE SITE VIA AGGREGATE BASE COURSE AND ASPHALTIC PAVEMENT AS SOON AS REASONABLY POSSIBLE ONCE UNDERGROUND UTIU71ES ARE IN PLACE AND FINAL SUBGRADES ARE ACHIEVED. CONSTRUCTION STAGES 1. INSTALL THE TEMPORARY STONE CONSTRUCTION ENTRANCE AND THE SILT FENCE THAT IS LOCATED AT THE PERIMETER OF THE PROPOSED DISTURBED AREA. 2 CONSTRUCT THE DIVERSION DITCH LOCATED ALONG THE WESTERN PROPERTY UNE THIS DITCH WILL REMAIN IN PLACE LIN71L THE SITE WEST OF THE BOB EVANS RESTAURANT IS DEVELOPED. THE DIVERSION DITCH AND DIKE IS TO BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IMMEDIATELY AFTER BEING GRADED. THE DITCH WILL OU7L ET AT A LOW POINT IN THE TEMPORARY ACCESS ROAD. THE AREA OF THE DITCH JUST PRIOR TO THE OUTLET POINT WILL BE STABILIZED WITH RIPRAP. & INSTALL THE STORM SEWER AND STORM DRAIN INLET PROTECTION. 4. CONSTRUCT THE TEMPORARY SEDIMENT TRAP AND ASSOCIATED TEMPORARY DIVERSION DITCHES. INLET PROTECTION AT STRUCTURE /3 WILL. BE AN EXCAVATED DROP INLET SEDIMENT TRAP AND WILL BE THE MEANS OF STORM RUNOFF OUTFLOW FROM THE SEDIMENT TRAP. MODIFY THE DIVERSION DITCHES AND SEDIMENT TRAP AS NEED DURING CONSTRUCTION. 5. CLEAR AND GRUB THE SITE 6. ROUGH -GRADE THE S17L ANY TOPSOIL STOCKPILES WILL BE PLACED IN AREAS THAT WON'T BE DISTURBED BY CONSTRUCTION ACTIVITIES. 701PORARY SEEDING WILL BE APPLIED TO ALL STOCKPILED MATERIAL. AND SILT FENCE WILL BE INSTALLED ON THE DOWNHILL SUE OF ALL STOCKPILES. 7. PROVIDE TEMPORARY SEEDING ON ALL SLOPES. & INSTALL REMAINING SITE UTILITIES. 9. EXCAVATE AND INSTALL BUILDING FOOTINGS AND FOUNDATIONS 10.REMOVE THE TEMPORARY SEDIMENT TRAP AND MODIFY THE INLET PROTEC710N AT STRUCTURE /3. FINE GRADE THE SITE. ADD BASE AGGREGATE FOR THE PARKING AREAS AND FOR THE BUILDING SLAB. INSTALL BASE ASPHALT, CONSTRUCT THE BUILDING, AND INSTALL THE CONCRETE PAVEMENT AND SIDEWALKS. 11. INSTALL FINAL PAVEMENT SURFACE 12.FINE-GRADE THE LANDSCAPE AREAS AND INSTALL TOPSOIL PLANT TREES, SHRUBS AND PERMANENT SEEDING OR SODDING. 13.REMOV E ANY REMAINING TEMPORARY SEDIMENT CONTROLS. MAINTENANCE SCHEDULE: IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THE FOLLOWING ITEMS WALL BE CHECKED IN PARTICULAR: 1. SEDIMENT TRAPS WILL BE CLEANED AND MAINTAINED ACCORDING TO THE E&S HANDBOOK. 2.ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL IMPEDE PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. 3.ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 4.ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STANID OF GRASS IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED. MR41MIUM STANDARDS: 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABIUZA11ON SHAILL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER 1THAN 30 DAYS. PERMANENT STABIUZA11ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEA4R. 2.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRIANSPORTED FROM THE PROJECT SITE. 3.A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM. MATURE ENOUGH TO SURVIVE AND WALL INHIBIT EROSION. 4.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHNER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL. BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. &STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AAS DAMS. DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6.ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR COTHERWiSE TREATED TO REMOVE SEDIMENT. 7.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAL FEET OF TRENCH MAY BE OPENED AT ONE TIMI. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHESS. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED 1 HROUGH AN APPROVED SEDIMENT TRAPPING DEVICE. OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FFLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTI70 IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E RESTABIUZAMON SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE RECGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. B.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC I ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE,:. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED 70 A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANINER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS LARGER LAND -DISTURBING ACTIVITIES. 9.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.. RIGHT TO INSTALL THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL. MAINTAIN, REMOVE ANDS/OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL MEASURES REQUIRED BY' THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. TEMPORARY WMR A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE NTH A DIAMETER OF 1.5 INCHES FOR ADEQUATE CONSTANT PRESSURE. WASH WATERt MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS. DITCHES OR WATER COURSES. STORMWATER THE STORMWATER MANAGEMENT FACILITY FOR THE HOLLYMEAD TOWN CENTER HMS BEEN DESIGNED AND CONSTRUCTED TO ACCEPT AND MANAGE THE INCREASE IN RUNOFF FROM THIS DEVELOPMENT. CALCULATIONS TlIr11PORAn S new TRAP: LOCATION: THE TEMPORARY SEDIMENT TRAP (EXCAVATED DROP INLET TRAP) WILL BE LOCAiTED AT STORM SEWER STRUCTURE #3. VOLUM CAICUI ATION: VCF - 134 CY + 27 • A WHERE: V - STORAGE VOLUME IN CUBIC FEET A - CONTRIBUTING DRAINAGE AREA IN ACRES RTQUIRRD VOLMM Vm134.27.0.75AC-2714CF DAMN DTII MMONS: A RECTANGULAR BA51N SHALL BE CONSTRUCTED WITH MINIMUM DIMENSIONS OF ;30' BY 50 ' AT AN ELEVATION 2 -FEET BELOW THE CARATE ELEVATION. THE SIDE SLOPES SHALL BE NO GREATER THAN 3:1. A PERIMETERR BERM/EMBANKMENT SHALL BE MAINTAINED AT AN ELEVATION NO LOWER THAN 0.5 -FEET ABOVE THE GRATE ELEVATION. EROSION AND SEDIMENT CONTROL CONTACTS riARJUMIRM ms consultants, inc. 2221 SCHROCK ROAD COLUMBUS, OHIO 43229-1547 PHONE: (614) 898-7100 FAX: (614) 898-7570 BOB EVANS FARMS, INC. 3776 SOUTH HIGH STREET COLUMBUS, OHIO 43207 PHONE: (614) 491-2225 FAX: (614) 492-4990 BOB EVANS FARMS, INC. 3776 SOUTH HIGH STREET COLUMBUS, OHIO 43207 PHONE: (614) 491-2225 FAX: (614) 492-4990 SITS CONTACT: BOB EVANS FARMS. INC. 3776 SOUTH HIGH STREET COLUMBUS, OHIO 43207 PHONE: (614) 491-2225 FAX: (614) 492-4990 RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 NOMMUMWffAL rI FEB 2006NINaN fffAL 3 FEB 2006WAR11Y W SUIR FFAL SAL2005 B.D4 ormIimw BUBwITA1. n M O li N C2.7 13 OF 19 / I c-DLn I I I I HOLLYMEAD TOWNCENTER \ \\ BLOOCK B 1 -- \ ill glill \ DO 29 22, 32-41 B 267 \2-727, DB _ 1. 4 CRES _ ZDNlD: -MG- ` USJ UNDQUOPED :AD TOWNCENTER�- 3LOCK C1 LOT B 412-32--15 2, DB 2672-727, DT3-' _ 1661-116 97 ACRES NED: PD -MC UNDEVELOPED •' I 'D BENCHMARK: TOP OF STORM STRUCTURE ELEVATION =540.51 (USGS NAVD 88 DATUM) CIRCUIT E-36, m W. 0100 � W G mmm. own 2 � W G0. I 3i TC - 540.70 34 701 54Q95 �� 1, • � . I .. of v •. i ZoNm um 13 FM 81illof 1TAL Zoog 5 TC - 540.44 \ / BLDCL DWAfn>r W OUN/ITAL" OD D010 ION 4 V - 536.01 4 INV. - 535.71 CIRCUIT E-23- I C 13 o. m LL I FMALNLW � w C �1It 0 IVIP' I / \ SITE AREA = t1.13 AC ' 155 SEATS � O I I F.F. =541.25 CIRCUIT E-17- � � AVERAGE BUILDING HT. = 18.16 _a: � I W Z z J CV s I SSI a MAX. BUILDING HT. - 25.00' Z SINGLE STORY I o >- GO. 4 Q E z I Tc - 541.03 I cf) 3 C INV. (NE) - 538.25 10 v� NIS PROJECT NUIMBM 62 -12656 -0026 -DD m I 4' INV. - 535.87 3 11 I I I II 1 I ' Y _ J L ---j L_--- -- 0 I CIRCU E- O I OO CI IT 1-21 CIRCUIT E-24, 21l _ I 701 54Q95 & 4PW Lw,I i ZoNm um 13 FM 81illof 1TAL Zoog 5 TC - 540.44 \ / BLDCL DWAfn>r W OUN/ITAL" OD D010 ION V - 536.01 4 INV. - 535.71 .0 5 I C y, W o. m LL I � w C �1It 0 TC - 540.36 / \ 4" INV. - 535.71 � O � ' J CV s 8.r OF 4' SAN. 0 2.00X Z O Z cf) W Q E O W -j cf) I � NIS PROJECT NUIMBM 62 -12656 -0026 -DD I 7 3 11 I 0 I I O CIRCUIT E-24, 21l _ I -Ill l ES ESMT I / ESMT E 9 I- . 8" PVC rCIRCUIT E-28,30 EX SAN EX SAN EX SAN w y � EX �. EX SAN EX SAN X SAN \ 8 EDIT ESMT l� - ccuT - ESMT C_ I ESMT ESMT ESMT EX GAS - EX W EX, 8" DUCTILE IRI - ESMT ESMT ESMT WE WV� FH 15 \ ESMT ESMT - W 4 ESMT ESMT / ESMT ESMT PR. E.QP. / ESMT ESMT - /COQ / / / / II N 040 - _. - - 9--1- � - _r - r EX GAS EX CA I EX GAS I � � ESMT I F- ESMT ES II I � � I L2 EX. CURB 12 TMP 32-43B TARGET CORPORATION \ n^,n Ar+ I I I I i EX EOP Q ry LJJ O z 1k; c rLLI V N LJ_J O EX GAS O KEYED NOTES O 1. GAS UNE TO BE SIZED BY GAS COMPANY. RUN UNE FROM METER TO EXISTING GAS MAIN PER RECOMMENDATIONS OF GAS COMPANY. ALL MATERIALS AND INSTALLATION ARE TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND N.F.P.A. STANDARDS. INCLUDE TWO GUARD POSTS AT METER LOCATION. 2. UNDERGROUND ELECTRICAL SERVICE FROM POWER COMPANY SOURCE. PAD MOUNTED TRANSFORMER AND THE PRIMARY SERVICE CONDUCTORS BY THE POWER COMPANY. CONTRACTOR SHALL PROVIDE THE PRIMARY CONDUIT(S) (QUANTITY, SIZE, TYPE,...) AS REQUIRED FROM THE POWER COMPANY ELECTRIC SERVICE SOURCE (EITHER EXISTING OR NEW) TO THE PAD MOUNTED TRANSFORMER. CONTRACTOR SHALL INSTALL GUARD POSTS AND CONCRETE PAD PER ALL STATE AND LOCAL CODES, POWER COMPANY, N.F.P.A., AND N.E.C. STANDARDS. (AS APPLICABLE). CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY AND VERIFY THE TRANSFORMER LOCATION, PAD SIZE, ORIGIN OF SERVICE, AND ALL STANDARDS FOR WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE SECONDARY SERVICE FEEDERS AS PER THE ELECTRICAL RISER DIAGRAM. SEE SWITCHBOARD ELEVATION AND RISER DIAGRAM ON ELECTRICAL SHEETS. 3. SITE LIGHT. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 4. BOB EVANS BUILDING SIGNS, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 5. INSTALL 1000 GAL GREASE INTERCEPTOR PER ALL GOVERNING CODES. SET UD FLUSH WITH GRADE. SEE PLUMBING SHEETS FOR DETAIL CONTRACTOR TO CONSTRUCT CONCRETE SLAB PER DETAIL ON PLUMBING SHEETS. 6. 2" PVC (ANSI/AWWA STANDARD C901-96) DOMESTIC AND IRRIGATION COMBINATION SERVICE LINE, PER ALL GOVERNING CODES. CONTRACTOR MUST VERIFY REQUIREMENTS OF LOCAL CODES, U11UTY COMPANY AND GOVERNING OFFICIALS. INCLUDE IN BASE BID ALL ADDITIONAL VALVES, PIPING, STRUCTURES, ETC., THAT WILL BE REQUIRED. INCLUDE GATE VALVE AND WELL. AT MAIN MAINTAIN A MINIMUM PRESSURE OF 40 P.S.L. (SEE NOTE G). 7. 6" P.V.C. SANITARY SEWER. ASTM D-3034, SDR -35. THE SANITARY UNE SHOULD HAVE A SLOPE OF 1 TO 2X CONTACT THE ENGINEER ONCE TIE-IN INVERT IS LOCATED TO VERIFY SLOPE. CONTRACTOR TO COMPLY WITH LOCAL CODES FOR MINIMUM SLOPES. 8. IRRIGATION SLEEVE, SEE SHEET 11 FOR MORE INFORMATION. 9. CONTRACTOR SHALL TAP INTO THE EXISTING SANITARY SEWER SERVICE UNE. COORDINATE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS. (SEE NOTE H) 10. "CARRY HOME KITCHEN" BUILDING SIGN. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 11. CONTRACTOR TO CIRCUIT LIGHT FIXTURE(S) TO SECURITY CIRCUIT, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 12. LOCATION OF MAIN POWER LINE IS ESTIMATED FROM EASEMENT INFORMATION. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATION. 13. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE APPROVED BY BOB EVANS REPRESENTATIVE. 14. CONTRACTOR IS TO LOWER GAS MAIN IF REQUIRED TO MAINTAIN COVER. COORDINATE WITH THE GAS PROVIDER. SEE SHEET C2 FOR PROPOSED GRADES OVER GAS LINE. 15. CONTRACTOR IS TO INSTALL DUCTILE IRON PIPE FROM THE TAP TO THE METER PIT. WATERLINE TO BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 16. PROPOSED METER PIT PER LOCAL STANDARDS. (ON 3-63 (A) ALL EXISTING UTILITIES, AS TAKEN FROM SURVEY BY RIVANNA ENGINEERING AND SURVEYING, DEVELOPMENT PLANS, AND PART FROM RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO OR UPON PREMISES SHOWN ON PLAN. (B) CONTRACTOR RESPONSIBLE FOR MAINTAINING A MINIMUM COVER OF 4.0' OVER PROPOSED WATER LINE. (C) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (D) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A MINIMUM VERTICAL CLEARANCE OF 18" AND/OR HORIZONTAL CLEARANCE OF 10' BETWEEN WATERLINES AND SANITARY SEWER LINES. (E) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.4. (F) STORM SEWER SHOWN HERE FOR REFERENCE ONLY. COORDINATE WITH STORM SEWER PLAN (C2.2). (G) CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING UTILITY LINES. PROPOSED UTILITIES SHOULD TIE INTO EXISTING UTILITIES AT A POINT LOCATED AS CLOSE TO THE PROPOSED BUILDING AS POSSIBLE, IF CONDITION OF EXISTING UTILITY ALLOWS. REMOVE AND DISPOSE OF ANY UNUSED PORTION OF THE EXISTING U11UTY LINE. (H) SANITARY SERVICE TIE IN AS PER PLAN, TO BE FIELD VERIFIED BY CONTRACTOR. THE CONTRACTOR SHALL TRY TO TIE THE PROPOSED SANITARY SEWER SERVICE TO THE EXISTING SANITARY SERVICE WITHIN THE PROPERTY UNE. REMOVE ANY UNUSED PORTION OF THE EXISTING UTILITY UNE. (1) CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AND TRENCH WHERE PROPOSED UTILITY CONDUIT IS NEEDED. REPAIR PAVEMENT AFTER UTILITY CONDUIT IS PROPERLY INSTALLED AND BACKFILI.ED AS PER NOTE J. (J) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.4 AND G/C2.4. (K) CONTRACTOR TO CIRCUIT SITE LIGHTS AND SIGNAGE TO BUILDING, SEE ELECTRICAL SHEETS FOR CIRCUITS AND PANELS. 0 10 20 30 40 SCALE: 1"=20' RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 C3 14 OF 19 ZoNm um 13 FM 81illof 1TAL Zoog 10 FM2 HMLTM DEPARTME r 811J RWAL. 26 ,JUL 2M BLDCL DWAfn>r W OUN/ITAL" OD D010 ION V .0 5 OD C y, W m LL � � w C �1It 0 m � O � J CV s Q O Z O Z cf) W Q E O W -j cf) NIS PROJECT NUIMBM 62 -12656 -0026 -DD C3 14 OF 19 io L s A R BENCHMARK: TOP OF STORM STRUCTURE ELEVATION =540.51 (USGS NAVD 88 DATUM) w 20' DRAINAGE EASEMENT OB 2916-22 DB 2789-125 DB 2678-389 Li ' ESMT b--"-- EX. 8" PVC EX SAN /EX SAN ESMT W •2,4,. NOW SITE AREA = f1.13 AC 155 SEATS F.F. = 541.25 AVERAGE BUILDING HT. = 18.16' MAX. BUILDING HT. = 25.00' SINGLE STORY Iml N��No ESMT GH TMH PAHEs0TSAN SEWER EASEMENT TMH\ DB 2916-22 X SAN ^ EX SAN SAN 40' BUILDING , / SEMENT E G DB 2916-22 DB 2678-437 1678-405 ESMT DB 2678-425 / ESM WV/ PR. EMP. / FH ESMT ESMT /0 PLANT LIST: T .. EV4.8 L E B O.C. NTRAA ICE� ARE _ /—••- �CROSSCACCESS / C) DB 2916N22 DB 2678-425 =--ESMT ESIAT co GAS EX GAS 15�GAT T k ESMT CO w r ESMT 0 15' ELECTRIC EASEMENT ul 1WS3 VO 00 INC 20' SAN. SEWER EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 �d N r I ,r w Ob • r -N cn i i Ob Lc) COW N N 3 L0 L0 0 Lo I ___—DRAINA E EASEMEI� DB 271 -125 DB 26 -389 II EX. EOP i 3, G JEX GAS r r � r � EX CURE! KEY BOTANICAL NAME COMMON NAME QTY PLANTING SIZE CONT. SIZE DECIDUOUS TREES N ARO ACER RUBRUM 'OCTOBER GLORY OCTOBER GLORY RED MAPLE 11 2 1/2" CAL. B&B AOG IACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 5 3 1/2- CAL. B&B FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. A_ 2005 KM DWARMW 9AMITrAL ORNAMENTAL TREES BNR BETULA NIGRA RIVER BIRCH 2 2 1/2" CAL. B&B EVERGREEN TREES INS ILEX x 'NELLIE R. STEVENS' NEWE STEVENS HOLLY 3 7-8' HT. B&B SHRUBS VBW VIBURNUM 'BURKWOODIV 'BURKWOODII' VIBURNUM 3 36-48" HT. No. 5 CONT. TMH TAXUS MEDIA 'HICKS' HICK'S YEW 16 18-24" HT. B&B IGH ILEX GLABRA INKBERRY HOLLY 73 24-30" HT. No. 3 CONT. DGN DEUTZIA GRACILLIS 'NIKKO' NIKKO DEUTZIA 27 18-24" HT. No. 3 CONT. FLG FORSYTHIA x INTERMEDIA 'LYNWOOD GOLD' FORSYTHIA 'LYNWOOD GOLD' YELLOWBELLS 12 30-36" HT. B&B JHB JUNIPERUS HORIZONTALIS BLUE RUG JUNIPER 17 24-30" SP. No. 3 CONT. ALR ABEUA x GRANDIFLORA 'LITTLE RICHARD' ABEUA 'LITTLE RICHARD' 19 15-18" HT. No. 3 CONT. COB CEPHALANTIS OCCIDENTAUS BUTTONBUSH 1 30-36" HT. B&B ORNAMENTAL GRASS/PERENNIALS PAH PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAINGRASS 37 No. 2 CONT. GENERAL NOTES: EX GAS L1.01SCMQ 12" L1.03 c"r 2��Wo 1 i «�• I : �• PARKING LOT DATA PARKING STALL AREA = 9,140 S.F. 0.21 AC. (18%) VEHICULAR CIRCULATION AREA = 11,390 S.F. 0.26 AC. (23%) ALL PLANT MATERIALS TO COMPLY WITH THE LATEEST EDITION OF A.N.A. STANDARDS FOR NURSERY STOCK AND BE GUARANTEED FOR A PEERIOD OF ONE (1) YEAR FROM INSTALLATION DATE. LANDSCAPE CONTRACTOR IS TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND RECEIVE APPROVAL FROM GC OR SITE SUPERVISOBR, IF NECESSARY, TO MAKE CHANGES IN PLANT LOCATIONS. LANDSCAPE CONTRACTOR MUST COORDINATE WITHI GENERAL CONTRACTOR AND OTHER SITE OPERATIONS. MINOR ADJUSTMENTS TO THE PLANT LOCATIONS A4RE TO BE MADE IN THE CASE OF ANY CONFLICTS WITH PROPOSED UTILITIES. LANDSCAPE: ARCHITECT TO BE NOTIFIED IF/WHEN THESE CHANGES DO ARISE. ALL PLANTING BEDS AND FREE STANDING TREES 'TO BE MULCHED WITH 3" OF GRADE "A" CYPRESS MULCH. BEDS ARE TO BE GRADED SMOOTH AND FREE OF SOIL CLODS AND STONES. ALL TREES TO BE STAKED AND WRAPPEED WITH ASPHALTIC WRINKLE KRAFT TREE WRAP. ALL PLANTS ARE TO BE REMOVED FROM CONTAINIERS, CAGES AND NON -BIODEGRADABLE MATERIALS. GENERAL CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADES; LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND TO PROWIDE 4" OF AMENDED TOPSOIL FOR PLANTING BEDS. REMOVE ALL TAGS. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. FASTEN WITH NEOPRENE TIE WRAPS OR 5/8" BLK. RUBBER HOSE do WIRE • 2" X r OAK STAKE SET AT APPX. 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO SUBGRADE AND SET INTO PREVAILING WINDS. MULCH AS PER SPECIFICATIONS FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL PLACE ROOT BALL ON UNDISTURBED SUBGRADE. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. REMOVE ALL TAGS. TOP OF BALL TO BE AT LAWN GRADE. MULCH AS PER SPECIFICATIONS. FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. BURLAP REMOVED FROM , THE TOP 1/3 OF THE BALL. PLACE ROOT BALL ON UNDISTURBED SUBGRADE. QUANTITY SM UK AREA OF CANOPY 16 2.5"/3.5" CAL EA. 452 L1.02 Io 10 0 wm.►I' REMOVE ALL TAGS. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL BD PLACE ROOT BALL ON UNDISTURBED SUBGRADE. TOTAL= 8,160 S.F. PROVIDED 4,923 S.F. REQUIRED (10% OF SITE AREA) LANDSCAPING WITHIN UTILITY EASEMENTS: BOB EVANS FARMS, INC. WILL REPLACE LANDSCAPE MATERIALS, WITHIN THE 808 EVANS PARCEL, SHOULD THEY BE DAMAGED OR REMOVED IN ANY SUBSEQUENT UTILITY WORK. ALL ORGANIC MATTER AND DEBRIS ARE TO BE REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR. LAWN AREAS AND BEDS SHOULD BE FREE OF STONES GREATER THAN 20 . PLANT QUANTITIES HAVE BEEN PROVIDED FOR CONVENIENCE ONLY; THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR HIS OWN "TAKE OFFS". DRAWING PREVAILS OVER WRITTEN QUANTITIES. PLANTING BEDS SHALL BE TREATED WITH A PRE -EMERGENT HERBICIDE APPUED AT PRODUCT SPECIFIED RATE UNLESS OTHERWISE NOTED. PLANTING SHALL BE FERTIUZED UPON INSTALLATION. RECOMMENDED FERTIUZER BE MIXED WITH BACKFILL AT PRODUCT SPECIFIED RATE. BED EDGE SHALL BE SMOOTH, CONSISTENT 4 1/2- DEEP AND HAND CUT, EDGES TO BE LOCATED BETWEEN ALL BEDS (INCL TREES) AND LAWN AREAS. CONTRACTOR TO SOD ALL AREAS SPECIFIED UNLESS OTHERWISE DIRECTED BY THE GENERAL CONTRACTOR. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF THE TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. SEE SHEET L2 FOR OVERALL LANDSCAPE PLAN. 0 10 20 30 40 SCALE: 1"=20' RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 4 a a � w CL o u�i V °C o a J MS PROJECT NUMOM 62 -12656 -00 -DD DO -0426 L1 15 OF 19 N OR 5/8" BLK. RUBBER HOSE do WIRE FASTEN WITH NEOPRENE TIE WRAPS •r28 Wil SUBMIffAL 2" X 2" OAK STAKE SET AT APPX. EB 2006 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO p NM SUEriTAL SUBGRADE AND SET INTO PREVAILING WINDS. 2�6 1RT1@IT>!/TTAL MULCH AS PER SPECIFICATIONS FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. A_ 2005 KM DWARMW 9AMITrAL BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL BD PLACE ROOT BALL ON UNDISTURBED SUBGRADE. TOTAL= 8,160 S.F. PROVIDED 4,923 S.F. REQUIRED (10% OF SITE AREA) LANDSCAPING WITHIN UTILITY EASEMENTS: BOB EVANS FARMS, INC. WILL REPLACE LANDSCAPE MATERIALS, WITHIN THE 808 EVANS PARCEL, SHOULD THEY BE DAMAGED OR REMOVED IN ANY SUBSEQUENT UTILITY WORK. ALL ORGANIC MATTER AND DEBRIS ARE TO BE REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR. LAWN AREAS AND BEDS SHOULD BE FREE OF STONES GREATER THAN 20 . PLANT QUANTITIES HAVE BEEN PROVIDED FOR CONVENIENCE ONLY; THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR HIS OWN "TAKE OFFS". DRAWING PREVAILS OVER WRITTEN QUANTITIES. PLANTING BEDS SHALL BE TREATED WITH A PRE -EMERGENT HERBICIDE APPUED AT PRODUCT SPECIFIED RATE UNLESS OTHERWISE NOTED. PLANTING SHALL BE FERTIUZED UPON INSTALLATION. RECOMMENDED FERTIUZER BE MIXED WITH BACKFILL AT PRODUCT SPECIFIED RATE. BED EDGE SHALL BE SMOOTH, CONSISTENT 4 1/2- DEEP AND HAND CUT, EDGES TO BE LOCATED BETWEEN ALL BEDS (INCL TREES) AND LAWN AREAS. CONTRACTOR TO SOD ALL AREAS SPECIFIED UNLESS OTHERWISE DIRECTED BY THE GENERAL CONTRACTOR. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF THE TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. SEE SHEET L2 FOR OVERALL LANDSCAPE PLAN. 0 10 20 30 40 SCALE: 1"=20' RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 DATE SUBMITTED 02/13/06 4 a a � w CL o u�i V °C o a J MS PROJECT NUMOM 62 -12656 -00 -DD DO -0426 L1 15 OF 19 1 i P �o I I O 9m ENT Ex sm oc SAN VAMtABIE VAD7H R/w PROPOSED LANDSCAPE PLAN (FOR REFERENCE ONLY. SEE SHEET L1 FOR REQUIRED LANDSCAPE PLAIN) NOTE: THIS PLAN IS FOR REFERENCE ONLY. SEE SHEET L1 FOR REQUIRED LANDSCAPE INSTALLATION. 0 15 30 45 60 SCALE: 1"=30' RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P &Z 09/06/06 DATE SUBMITTED 02/13/06 mmmmm —INIc71VIWA - .- i 1 - , 1 11774 NMQ DWARlMr aML9ffAL • w 175 it M W O c o� w Oa: 2 uj IL a v 0 z a J L2 16 OF 19 H O 0 w LL BENCHMARK: TOP OF STORM STRUCTURE: ELEVATION =540.51 (USGS NAVD 88 DATUM) 1.5' Fl METER 27 SLEEVEX' SLEEVE t60 u At vE WIRELESS RAIN SENSOR AND RAIN .- ':. • •' . SHUT OFF DEVICE .. o, .4 • TO BE INSTALLED . ; .. ;.... .. � • c-' PER :''.' °'...+••°. ..••• ��.. v- MANUFACTURER'S •• � .� SPECSIFlCATIONS. RAIN SENSOR TO • `- BE INSTALLED ON � ' �• ° • N ROOF NEAR �• • - CONTROLLER. VERIFY LOCATION 3" SLEEVE -- WITH OWNER. o� F.D= A5 1 1/2" N W 13.74 IA5 GPM 0 In SLEW G No S39046'44%. 129 A6 1 1 /2" 1 8.96 GPM LJ CD Ln N39046 44"W VALVE /M 1.5" _I- 1.5" RPZ BACKFLOW PREVENTER IN PROTECTIVE ` I COVER. VERIFY LOCATION IN FIELD. v 4 ' SITE AREA = f1.13 AC 155 SEATS F.F. = 541.25 a . AVERAGE BUILDING HT. = 18.16' -�- MAX. BUILDING HT. = 25.00' SINGLE STORY &. 14 IRRIGATION CONTROLLER TO BE LOCATED HERE. ELEC. SERVICE BY GEN. CONTRACTOR. INSTALL CONTROLLER PER MANU. SPECIFICATIONS. 1" CONDUIT THROUGH BLDG. WALL FOR CONTROL WIRE BY GENERAL CONTRACTOR TO BE COORD. BY IRRIG. CONTRACTOR. �1 63.84' I � LO ..� PR. E.O.P. � T - FH �. o NOTES Y: INSTALL IRRIGATION HEADS AT EDGE OF CURB. ADJUST SPACING AND NOZZLES AS NEEDED TO PROVIDE- PROPER COVERAGE.\ A2 11 1/2- i � 1 I I I � I I I I I I I I I I t I I I I I I 22.19 Ln 00 GPM < I � � A2 I oo.. N � U! t..C� L� l.f") Ln Ln In C5') d- c� A3 1 1/2- __1 I 25.72 / to SLEEVE GPM � a / EX. EOP THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE, FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE SYSTEM BY THE OWNER. CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW 45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND VOLUMES. C/ Ex. cuR6 Li I LTJ CD IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COWERAGE. FIELD ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIMPLIFY INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VAILVES, ISOLATION VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REQUIRED. THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLASTIC LOCKABLE CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZONJES AND SHRUB SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATION. IRRIGATION CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN. PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDER WALKS, STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDUCE QUANTITY OF SLEEVING MATERIALS. WHEN INSTALLING IRRIGATION PIPE ALONG CURBS OR IN ISLANDS, PLACE PIPE AS CLOSE TO CURB AS POSSIBLE TO ALLOW FOR PLANTING OF TREES AND SHRUBS. ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIN DRY OF DIRECT SPRAY OR EXCESS WATER RUN-OFF. 030 -INCH LINEAR LENGTH OF WIRE, COILED O2 WATER PROOF CONNECTION (1 OF 2) 3 ID TAG 4 REMOTE CONTROL VALVE: EgAI�N�BIRD PES -B (OR APPROVED OVALVE BOX WITH COVER: 12 -INCH SIZE I6 FINISH GRADE/TOP OF MULCH 7 PVC SCH 80 NIPPLE (CLOSE) 8 PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 8BRICK (1 OF 4) PVC MAINLINE PIPE ®SCH 80 NIPPLE (2 -INCH LENGTH. HIDDEN) AND SCH 40 ELL ®PVC SCH 40 TEE OR ELL §PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0 -INCH M F 3/4 -INCH WASHED GRAVEL -1.01 REMOTE Co"R°` VALVE SCALE: NONE INISH GRADE/TOP OF MULCH 'OP -UP SPRAY SPRINKLER: ERNQUN�)RD 1804 OR APPROVED 'VC SCH 80 NIPPLE (LENGTH AS REQUIRED) VC SCH 40 ELL 'VC SCH 40 STREET ELL 'VC SCH 40 TEE OR ELL 'VC LATERAL PIPE 4' POP-UP SPRAY SPRINKLER I_1.03 SCALE: NONE IRRIGATION LEGEND rERIAL DE/TOP OF MULCH 'RAY SPRINKLER: 1806 (OR APPROVED NIPPLE13 FM MM AS REQUIRED) ELL13 FM 2M D STREET ELL ) TEE OR ELL AL PIPE1 -1.02 6' POP-UP SPRAY SPRINKLER SCALE: NONE 1-1.04 9,11161,1110 O HYBRID CONTROLLER: RAIN BIRD ESP SERIES OUTDOOR WALL MOUNT (OR APPROVED EQUAL) 2O 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS 3O WIRES TO REMOTE CONTROL VALVES O JUNCTION BOX 5� 1 -INCH PVC SCH 40 CONDUIT 1O POWER SUPPLY Quantity Symbol Description Part Number Pressure Flow Radius 5 � Rain Bird 10 -VAN 90 1804 -PRS 10 -VAN 30 0.75 10 4 � Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 30 0.45 4 3 {� Rain Bird 6 -VAN 180 1804 -PRS 6 -VAN 30 0.6 6 1 � Rain Bird 6 -VAN 90 1804 -PRS 6 -VAN 30 0.37 6 9 O Rain Bird 8H 1804 -PRS 8H 30 0.52 8 1 � Rain Bird 8 -VAN 90 1804 -PRS 8 -VAN 30 0.72 8 2 d Rain Bird 10H 1812 -PRS 10H 30 0.79 10 1 d Rain Bird 12H 1812 -PRS 12H 30 1.3 12 1 411, Rain Bird 12 -VAN 180 1812 -PRS 12 -VAN 30 1.3 12 2 13 Rain Bird 15EST 1812 -PRS 15EST 30 0.61 15 2 � Rain Bird 15H 1812 -PRS 15H 30 1.85 15 1 � Rain Bird 15Q 1812 -PRS 15Q 30 0.92 15 12 ® Rain Bird 15SST 1812 -PRS 15SST 30 1.21 30 2 � Rain Bird 18 -VAN 90 1812 -PRS 18 -VAN 30 1.33 18 19 � Rain Bird 6 -VAN 180 1812 -PRS 6 -VAN 30 0.6 6 3 � Rain Bird 6 -VAN 270 1812 -PRS 6 -VAN 30 1.1 6 6 Rain Bird 6 -VAN 90 1812 -PRS 6 -VAN 30 0.37 6 7 B Rain Bird 8H 1812 -PRS 8H 30 0.52 8 1 e Rain Bird 8Q 1812 -PRS 8Q 30 0.26 8 2 � Rain Bird 8 -VAN 180 1812 -PRS 8 -VAN 30 1.19 8 1 � Rain Bird 8 -VAN 90 1812 -PRS 8 -VAN 30 0.72 8 4 ® Rain Bird 3500 Series 0.75 5000 -S -PL -PC 0.75 45 0.77 17 9 ® Rain Bird 3500 Series 1.5 5000 -S -PL -PC 1.5 45 1.48 24 3 � Rain Bird 3500 Series 2 5000 -S -PL -PC 2 45 1.93 27 1 ® 1 inch meter 1 ® Watts 909M1 - 1 1/2" 909M1 - 1 1/2- 7 /2"7 � Rain Bird 150 -PGA Globe 150 -PGA 1 ® Rain Bird ESP-8LX Plus ESP-8LX Plus 2 O Rain Bird 44LRC 44LRC 6 N Nibco 1 1/2" isolation valve 1 ® Rain Bird WRS Sensor WRS Wireless Rain/Freeze Sensor 671.2 (ft) - - Class 200 1 1/2" 1380.13 (ft) Class 200 1" 55.38 (ft) Schedule 40 2" 152.1 (ft) Schedule 40 3" o io 20 30 40 89.38 (ft) Schedule 40 4" SCALE: 1"=20' RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 •- N N V' h ZOMq AiE 8U1'MI/TFAI,. HBALTH DWAmMW BUl28 JUL 2= IfrrA1. BLDli DPARIIuW a10MIff AI. Z� a Z �a a � Z o u�i 0 � cr Chi 11 17 OF 19 No S39046'44%. 129 A6 1 1 /2" 1 8.96 GPM LJ CD Ln N39046 44"W VALVE /M 1.5" _I- 1.5" RPZ BACKFLOW PREVENTER IN PROTECTIVE ` I COVER. VERIFY LOCATION IN FIELD. v 4 ' SITE AREA = f1.13 AC 155 SEATS F.F. = 541.25 a . AVERAGE BUILDING HT. = 18.16' -�- MAX. BUILDING HT. = 25.00' SINGLE STORY &. 14 IRRIGATION CONTROLLER TO BE LOCATED HERE. ELEC. SERVICE BY GEN. CONTRACTOR. INSTALL CONTROLLER PER MANU. SPECIFICATIONS. 1" CONDUIT THROUGH BLDG. WALL FOR CONTROL WIRE BY GENERAL CONTRACTOR TO BE COORD. BY IRRIG. CONTRACTOR. �1 63.84' I � LO ..� PR. E.O.P. � T - FH �. o NOTES Y: INSTALL IRRIGATION HEADS AT EDGE OF CURB. ADJUST SPACING AND NOZZLES AS NEEDED TO PROVIDE- PROPER COVERAGE.\ A2 11 1/2- i � 1 I I I � I I I I I I I I I I t I I I I I I 22.19 Ln 00 GPM < I � � A2 I oo.. N � U! t..C� L� l.f") Ln Ln In C5') d- c� A3 1 1/2- __1 I 25.72 / to SLEEVE GPM � a / EX. EOP THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE, FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE SYSTEM BY THE OWNER. CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW 45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND VOLUMES. C/ Ex. cuR6 Li I LTJ CD IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COWERAGE. FIELD ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIMPLIFY INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VAILVES, ISOLATION VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REQUIRED. THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLASTIC LOCKABLE CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZONJES AND SHRUB SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATION. IRRIGATION CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN. PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDER WALKS, STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDUCE QUANTITY OF SLEEVING MATERIALS. WHEN INSTALLING IRRIGATION PIPE ALONG CURBS OR IN ISLANDS, PLACE PIPE AS CLOSE TO CURB AS POSSIBLE TO ALLOW FOR PLANTING OF TREES AND SHRUBS. ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIN DRY OF DIRECT SPRAY OR EXCESS WATER RUN-OFF. 030 -INCH LINEAR LENGTH OF WIRE, COILED O2 WATER PROOF CONNECTION (1 OF 2) 3 ID TAG 4 REMOTE CONTROL VALVE: EgAI�N�BIRD PES -B (OR APPROVED OVALVE BOX WITH COVER: 12 -INCH SIZE I6 FINISH GRADE/TOP OF MULCH 7 PVC SCH 80 NIPPLE (CLOSE) 8 PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 8BRICK (1 OF 4) PVC MAINLINE PIPE ®SCH 80 NIPPLE (2 -INCH LENGTH. HIDDEN) AND SCH 40 ELL ®PVC SCH 40 TEE OR ELL §PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0 -INCH M F 3/4 -INCH WASHED GRAVEL -1.01 REMOTE Co"R°` VALVE SCALE: NONE INISH GRADE/TOP OF MULCH 'OP -UP SPRAY SPRINKLER: ERNQUN�)RD 1804 OR APPROVED 'VC SCH 80 NIPPLE (LENGTH AS REQUIRED) VC SCH 40 ELL 'VC SCH 40 STREET ELL 'VC SCH 40 TEE OR ELL 'VC LATERAL PIPE 4' POP-UP SPRAY SPRINKLER I_1.03 SCALE: NONE IRRIGATION LEGEND rERIAL DE/TOP OF MULCH 'RAY SPRINKLER: 1806 (OR APPROVED NIPPLE13 FM MM AS REQUIRED) ELL13 FM 2M D STREET ELL ) TEE OR ELL AL PIPE1 -1.02 6' POP-UP SPRAY SPRINKLER SCALE: NONE 1-1.04 9,11161,1110 O HYBRID CONTROLLER: RAIN BIRD ESP SERIES OUTDOOR WALL MOUNT (OR APPROVED EQUAL) 2O 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS 3O WIRES TO REMOTE CONTROL VALVES O JUNCTION BOX 5� 1 -INCH PVC SCH 40 CONDUIT 1O POWER SUPPLY Quantity Symbol Description Part Number Pressure Flow Radius 5 � Rain Bird 10 -VAN 90 1804 -PRS 10 -VAN 30 0.75 10 4 � Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 30 0.45 4 3 {� Rain Bird 6 -VAN 180 1804 -PRS 6 -VAN 30 0.6 6 1 � Rain Bird 6 -VAN 90 1804 -PRS 6 -VAN 30 0.37 6 9 O Rain Bird 8H 1804 -PRS 8H 30 0.52 8 1 � Rain Bird 8 -VAN 90 1804 -PRS 8 -VAN 30 0.72 8 2 d Rain Bird 10H 1812 -PRS 10H 30 0.79 10 1 d Rain Bird 12H 1812 -PRS 12H 30 1.3 12 1 411, Rain Bird 12 -VAN 180 1812 -PRS 12 -VAN 30 1.3 12 2 13 Rain Bird 15EST 1812 -PRS 15EST 30 0.61 15 2 � Rain Bird 15H 1812 -PRS 15H 30 1.85 15 1 � Rain Bird 15Q 1812 -PRS 15Q 30 0.92 15 12 ® Rain Bird 15SST 1812 -PRS 15SST 30 1.21 30 2 � Rain Bird 18 -VAN 90 1812 -PRS 18 -VAN 30 1.33 18 19 � Rain Bird 6 -VAN 180 1812 -PRS 6 -VAN 30 0.6 6 3 � Rain Bird 6 -VAN 270 1812 -PRS 6 -VAN 30 1.1 6 6 Rain Bird 6 -VAN 90 1812 -PRS 6 -VAN 30 0.37 6 7 B Rain Bird 8H 1812 -PRS 8H 30 0.52 8 1 e Rain Bird 8Q 1812 -PRS 8Q 30 0.26 8 2 � Rain Bird 8 -VAN 180 1812 -PRS 8 -VAN 30 1.19 8 1 � Rain Bird 8 -VAN 90 1812 -PRS 8 -VAN 30 0.72 8 4 ® Rain Bird 3500 Series 0.75 5000 -S -PL -PC 0.75 45 0.77 17 9 ® Rain Bird 3500 Series 1.5 5000 -S -PL -PC 1.5 45 1.48 24 3 � Rain Bird 3500 Series 2 5000 -S -PL -PC 2 45 1.93 27 1 ® 1 inch meter 1 ® Watts 909M1 - 1 1/2" 909M1 - 1 1/2- 7 /2"7 � Rain Bird 150 -PGA Globe 150 -PGA 1 ® Rain Bird ESP-8LX Plus ESP-8LX Plus 2 O Rain Bird 44LRC 44LRC 6 N Nibco 1 1/2" isolation valve 1 ® Rain Bird WRS Sensor WRS Wireless Rain/Freeze Sensor 671.2 (ft) - - Class 200 1 1/2" 1380.13 (ft) Class 200 1" 55.38 (ft) Schedule 40 2" 152.1 (ft) Schedule 40 3" o io 20 30 40 89.38 (ft) Schedule 40 4" SCALE: 1"=20' RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 •- N N V' h ZOMq AiE 8U1'MI/TFAI,. HBALTH DWAmMW BUl28 JUL 2= IfrrA1. BLDli DPARIIuW a10MIff AI. Z� a Z �a a � Z o u�i 0 � cr Chi 11 17 OF 19 LJ CD Ln N39046 44"W VALVE /M 1.5" _I- 1.5" RPZ BACKFLOW PREVENTER IN PROTECTIVE ` I COVER. VERIFY LOCATION IN FIELD. v 4 ' SITE AREA = f1.13 AC 155 SEATS F.F. = 541.25 a . AVERAGE BUILDING HT. = 18.16' -�- MAX. BUILDING HT. = 25.00' SINGLE STORY &. 14 IRRIGATION CONTROLLER TO BE LOCATED HERE. ELEC. SERVICE BY GEN. CONTRACTOR. INSTALL CONTROLLER PER MANU. SPECIFICATIONS. 1" CONDUIT THROUGH BLDG. WALL FOR CONTROL WIRE BY GENERAL CONTRACTOR TO BE COORD. BY IRRIG. CONTRACTOR. �1 63.84' I � LO ..� PR. E.O.P. � T - FH �. o NOTES Y: INSTALL IRRIGATION HEADS AT EDGE OF CURB. ADJUST SPACING AND NOZZLES AS NEEDED TO PROVIDE- PROPER COVERAGE.\ A2 11 1/2- i � 1 I I I � I I I I I I I I I I t I I I I I I 22.19 Ln 00 GPM < I � � A2 I oo.. N � U! t..C� L� l.f") Ln Ln In C5') d- c� A3 1 1/2- __1 I 25.72 / to SLEEVE GPM � a / EX. EOP THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE, FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE SYSTEM BY THE OWNER. CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW 45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND VOLUMES. C/ Ex. cuR6 Li I LTJ CD IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COWERAGE. FIELD ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIMPLIFY INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VAILVES, ISOLATION VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REQUIRED. THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLASTIC LOCKABLE CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZONJES AND SHRUB SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATION. IRRIGATION CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN. PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDER WALKS, STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDUCE QUANTITY OF SLEEVING MATERIALS. WHEN INSTALLING IRRIGATION PIPE ALONG CURBS OR IN ISLANDS, PLACE PIPE AS CLOSE TO CURB AS POSSIBLE TO ALLOW FOR PLANTING OF TREES AND SHRUBS. ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIN DRY OF DIRECT SPRAY OR EXCESS WATER RUN-OFF. 030 -INCH LINEAR LENGTH OF WIRE, COILED O2 WATER PROOF CONNECTION (1 OF 2) 3 ID TAG 4 REMOTE CONTROL VALVE: EgAI�N�BIRD PES -B (OR APPROVED OVALVE BOX WITH COVER: 12 -INCH SIZE I6 FINISH GRADE/TOP OF MULCH 7 PVC SCH 80 NIPPLE (CLOSE) 8 PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 8BRICK (1 OF 4) PVC MAINLINE PIPE ®SCH 80 NIPPLE (2 -INCH LENGTH. HIDDEN) AND SCH 40 ELL ®PVC SCH 40 TEE OR ELL §PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0 -INCH M F 3/4 -INCH WASHED GRAVEL -1.01 REMOTE Co"R°` VALVE SCALE: NONE INISH GRADE/TOP OF MULCH 'OP -UP SPRAY SPRINKLER: ERNQUN�)RD 1804 OR APPROVED 'VC SCH 80 NIPPLE (LENGTH AS REQUIRED) VC SCH 40 ELL 'VC SCH 40 STREET ELL 'VC SCH 40 TEE OR ELL 'VC LATERAL PIPE 4' POP-UP SPRAY SPRINKLER I_1.03 SCALE: NONE IRRIGATION LEGEND rERIAL DE/TOP OF MULCH 'RAY SPRINKLER: 1806 (OR APPROVED NIPPLE13 FM MM AS REQUIRED) ELL13 FM 2M D STREET ELL ) TEE OR ELL AL PIPE1 -1.02 6' POP-UP SPRAY SPRINKLER SCALE: NONE 1-1.04 9,11161,1110 O HYBRID CONTROLLER: RAIN BIRD ESP SERIES OUTDOOR WALL MOUNT (OR APPROVED EQUAL) 2O 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS 3O WIRES TO REMOTE CONTROL VALVES O JUNCTION BOX 5� 1 -INCH PVC SCH 40 CONDUIT 1O POWER SUPPLY Quantity Symbol Description Part Number Pressure Flow Radius 5 � Rain Bird 10 -VAN 90 1804 -PRS 10 -VAN 30 0.75 10 4 � Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 30 0.45 4 3 {� Rain Bird 6 -VAN 180 1804 -PRS 6 -VAN 30 0.6 6 1 � Rain Bird 6 -VAN 90 1804 -PRS 6 -VAN 30 0.37 6 9 O Rain Bird 8H 1804 -PRS 8H 30 0.52 8 1 � Rain Bird 8 -VAN 90 1804 -PRS 8 -VAN 30 0.72 8 2 d Rain Bird 10H 1812 -PRS 10H 30 0.79 10 1 d Rain Bird 12H 1812 -PRS 12H 30 1.3 12 1 411, Rain Bird 12 -VAN 180 1812 -PRS 12 -VAN 30 1.3 12 2 13 Rain Bird 15EST 1812 -PRS 15EST 30 0.61 15 2 � Rain Bird 15H 1812 -PRS 15H 30 1.85 15 1 � Rain Bird 15Q 1812 -PRS 15Q 30 0.92 15 12 ® Rain Bird 15SST 1812 -PRS 15SST 30 1.21 30 2 � Rain Bird 18 -VAN 90 1812 -PRS 18 -VAN 30 1.33 18 19 � Rain Bird 6 -VAN 180 1812 -PRS 6 -VAN 30 0.6 6 3 � Rain Bird 6 -VAN 270 1812 -PRS 6 -VAN 30 1.1 6 6 Rain Bird 6 -VAN 90 1812 -PRS 6 -VAN 30 0.37 6 7 B Rain Bird 8H 1812 -PRS 8H 30 0.52 8 1 e Rain Bird 8Q 1812 -PRS 8Q 30 0.26 8 2 � Rain Bird 8 -VAN 180 1812 -PRS 8 -VAN 30 1.19 8 1 � Rain Bird 8 -VAN 90 1812 -PRS 8 -VAN 30 0.72 8 4 ® Rain Bird 3500 Series 0.75 5000 -S -PL -PC 0.75 45 0.77 17 9 ® Rain Bird 3500 Series 1.5 5000 -S -PL -PC 1.5 45 1.48 24 3 � Rain Bird 3500 Series 2 5000 -S -PL -PC 2 45 1.93 27 1 ® 1 inch meter 1 ® Watts 909M1 - 1 1/2" 909M1 - 1 1/2- 7 /2"7 � Rain Bird 150 -PGA Globe 150 -PGA 1 ® Rain Bird ESP-8LX Plus ESP-8LX Plus 2 O Rain Bird 44LRC 44LRC 6 N Nibco 1 1/2" isolation valve 1 ® Rain Bird WRS Sensor WRS Wireless Rain/Freeze Sensor 671.2 (ft) - - Class 200 1 1/2" 1380.13 (ft) Class 200 1" 55.38 (ft) Schedule 40 2" 152.1 (ft) Schedule 40 3" o io 20 30 40 89.38 (ft) Schedule 40 4" SCALE: 1"=20' RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 •- N N V' h ZOMq AiE 8U1'MI/TFAI,. HBALTH DWAmMW BUl28 JUL 2= IfrrA1. BLDli DPARIIuW a10MIff AI. Z� a Z �a a � Z o u�i 0 � cr Chi 11 17 OF 19 RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 •- N N V' h ZOMq AiE 8U1'MI/TFAI,. HBALTH DWAmMW BUl28 JUL 2= IfrrA1. BLDli DPARIIuW a10MIff AI. Z� a Z �a a � Z o u�i 0 � cr Chi 11 17 OF 19 11 17 OF 19 Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description 11.3 b.5 b,7 4.26 7.44 3 A D180 36000 11000 BE -301 -CLS 26'P❑LE 2' BASE -{] 2 B SINGLE 36000 1.000 1 BE -301 -FP -CLS -HSS 26' POLE 2' BASE b.l b.2 b,3 b.4 11.5 Statistical Area Summary Label Avg Max Min Avg/Min lIs b.2 11.3 b.5 b,7 4.26 7.44 IL b 1 1 1 13 Statistical Area Summary Label Avg Max Min Avg/Min Max/Min MAIN LOT SUMMARY 3.83 6:7 0.9 4.26 7.44 0,4 .5 .7 .0 .3 °4. 4 )'-3 .7 14.8 14.2 939 14 11.1 112 t 3 b.7 1.3 1.7 ge.1 5 b.8 1.0 1.3 1.9 42.2 .4 42.5 42. 42.7 42.1 1.6 ° .4 °4.7 °4.6 °4.2 42.4 b.6 b.9 1.4 1.8 42.2 %.1 .0 14.0 14.0 °4.3 °4.3 42.0 1.5 t5 1.9 b.6 b.4 ba ba 1 b.l b.l 2 b.4 b.6 .4 .6 .0 14.6 04.6 U 1.0 .6 42.5 43A °4.0 43.2 ° .6 43.7 43.9 b.6 b.4 b.0 U 1 b2 b.3 b. 1.3 3 .2 .6 �.2 °4,5 42.8 43.3 43.0 43.8 6 43.8 4 42.4 1. 1.4 b.5 b.3 b.0 U 1 b.1 b.2 4 S 1.5 b.8 1.2 19 42.5 42.7 43.3 17 42.1 43.7 43.9 43.8 °4 .3 43.6 °42 14.8 43.2 421 1.6 b.0 b.9 1.3 92.0 U 43.0 43.5 43.3 1.1 1.8 1 2.91 43.3 X3.9 43.7 4.0 43.1 42 43.4 43.5 43.3 43.1 42.1 1.4 T1.9 1.4 b.3 .1 43.1 43.5 1 b.2 b.3 b.4 b.6 14.3 14.4 .3 43.4 $ A-- 4-s�:5- - . b.9 1.3 1.0 42.8 43.0 7 'j.0 14.6 %.2 °-11 T1.8 1.2 19 t.9 43.4 - 04.4 U .3 .2 `r;. %.6 $. b.5 b.8 43 42.0 / t4 42.8 .9 43.5 43.4 %.3 b.8 1.2 18 1.6 42.3 43.1 °4.0 4. b.2 %.7 %.6 %.5 %.6 %.3 t.7 ° 11.7 1.0 14 42.0 4219 43.4 4, t.3 t.7 %.6 %.0 "%.1 b.5 U 12 1.7 42.3 42.7 14.6 15.0 14.6 °4.9°4.3 .0 4.0 43.4 43.0 42.7 1.8 t 1.3 1.0 rl b. b.2 b.1 U 11.6 10 A.4 1.4 1.8 42.3 b.0 42.9 43.9 14.4 14.3 ° 1.2 b.9 .7 .5 43.6 42.9 �.0 1.5 1.2 1.1 b.2 5.1 U 11.5 b 8 1.1 1.5 42.0 t.7143.8 °4.0 %.0 14.1 43.6 43.5 43.7 43.5 °4.0 43.3 42.4 1.9 1.5 1.4 1.0 b,3 b2 11.3 b.4 b 6 b.9 1.3 1.7 42. 43.2 43.9 142 14.6 14.3 °4.3 °42 43.7 43.5 43.3 43.1 42.5 1.8 1.9 1.5 b.4 b.3 b2 b.3 b 4 b.8 1,3 %.0 °4. 4 )'-3 .7 14.8 14.2 939 14 11.1 112 t 3 b.7 1.3 1.7 ge.1 tb W.0 14.9 14.8%.1 43.8 ba b2 3 b.4 1.1 42.7 b,7 112 ° .4 °4.7 °4.6 °4.2 42.4 %.0 14.3 t.5 %.0 %.8 %.1 14.7 14.4 43.9 °4.3 °4.3 43.9 42.8 t5 1.9 b.6 b.4 ba ba 1 b.l b.l 2 b.4 b.6 .4 .6 .0 14.6 04.6 14.4 °4.3 14.5 14. f 43 .9 .4 %.0 °4. 4 )'-3 13 142 93-t 939 14 .1 142 04. 04 .9�1.7 43.1 .4 43.5 42.8 42. -<< b.9 b.3 43.4 43.6 °42 43, 14.6 42.6 b.7 43.1 43.1 43.3 43. 14.1 °4.2 b.7 43.8 43.9 14.5 43.8 .3 42.7 b,7 ba b.i 112 b.3 b.5 1.0 43.3 142 %.2 14.5 14.6 'j.3 °4.8 %.0 14.5 142 14.3 14.1 °4.2 43.5 43.0 1.1 b.4 43.4 ba ba 112 b.3 11.5 1.0 42.4 %.0 14.3 t.5 %.0 %.8 %.1 14.7 14.4 43.9 °4.3 °4.3 43.9 42.8 t5 1.9 b.6 b.4 ba ba 1 112 11.4 1.0 .3 .2 %.2 %.7 14.8 14.3 14.0 °4.0 °4.6 °4.0 43.2 42.4 42. � b.6 b.4 b.0 U 1 b2 b.3 b. 1.3 3 .2 .6 �.2 °4,5 14,4 43.3 43.0 43.8 43.8 43.8 43.5 42.4 1. 1.4 b.5 b.3 b.0 U 1 b.1 b.2 4 b.9 1.5 1.2 b.5 b.3 42.1 43.6 %.6 %. °4 .3 43.6 °42 14.8 43.2 421 1.6 b.0 U 1 U b.2 b.4 b.7 1.1 1.8 42.7 43.8 43. .2 .9 43.4 43.5 43.3 43.1 42.1 1.4 1.0 b.5 b.3 b.0 b.l 1 b.2 b.3 b.4 b.6 b.9 1.5 42.2 43.1 )1 - A-- 4-s�:5- - . 1Z .8' b.0 U t 1 ba b.2 b.3 b.5 b.8 1.4 42.0 / t4 42.8 .9 43.5 43.4 42.8 43.1 42.5 42.2 1.6 5.6 b.4 b.2 b.0 b.0 t 1 ba b.2 b.3 b.4 b.8 1.1 A.4 1.8 42.6 .5 43.1 42.9 42.7 42.6 42.0 1.5 1.2 b.9 .5 b.3 b.2 b.0 b.0 1 b1 b1 b.2 b.3 b. j / b.8 1.0 1.4 1.6 .8 42.0 42.0 42.0 1.7 1.5 1.1 b.9 b.7 1%.4 b.2 b.1 / b.3 b.2 ' b.0 b.0 b.0 b1 b.1 b.2 bZ b.3 b.s b.8 b.9 1.1 .2 1.3 1.3 1.2 1.1 1.0 / b.9 b.6 b.4 \ Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data current industry lamp in taken under controlled conditions utilizing standard ratings accordance with Illuminating Engineering Society approved methods Actual performance of any manufacturer's luminaire may vary due to variation in electrical tolerance in lamps other variable field voltage. and conditions. RESUBMITTED ENG/P&Z 12/19/06 RESUBMITTED P&Z 09/06/06 ^1 If -f T A A ^r- A A an« I 16 ur I u ZMA-01-20 PROFFERS Holly mead Town Center Area C July 25, 2003 TAX MAP 32, Parcels 41 D, 43A, 44, 45, 46 37.1 Acres Pursuant to Section 33.3 of the Albemarle County Code (the "Code" I the owners, or their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area C on the Application Plan, (defined below) comprising all or some of the above referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that; 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, onlyl prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 2003 ("Application Plan"). The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Development's tables and appendices set forth in the attached Application Booklet; entitled pHollymead Town Center, Application Booklet; ZMA 01-20 (Area C)." The Owners have resented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive-through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary storm water management and BMP's as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOTs acceptance as follow: A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to a new terminus within Hollymead Town Center that is shown at the extension of the ZMA-01-020 Attachment E HoRMead Town CenterArea C VDOT fiture road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as part of ZMA- 94-08. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41 Dl and 41A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one thru lane and one continuous right turn lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in Area. C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT') and the County as part of the Area C site plan. B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard. The tum lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right tum lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to delicate land and construct it third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated and construct" i) a continuous through lane 500 -feet to the Southern boundary of Area C, ii) a taper lase consisting of a 200 foot taper beginning at the Southern boundary and Rouge 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right tum lane starting at the right -in at the Northern boundary of TM 32 Parcel 41A to the fight -in at the Southern entrance of Area C. E. Construction of one additional continuous right turn Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning ofthe tum and taper of Worth Crossing and Route 29, and terminating atTimberwood Boulevard. F. Access Road C, between Area A and its intersection witlTimberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed for acceptance by VW within one year ofthe first certificate of occupancy. NO. -' - �, ��� I 0 ► N �� -1 � I IN' t I' N't'�Ir t r SII _ 1�7 • lam+ �• - t �` - 'a4•`. � �+ UrT' .aa.�'�� ... - : !►~ �,+�- �. fir....:..-�. �'a` ',►. ...'�'�. _.�C;..tt . :'. '6., ��'-'. � P �+- ilii-�"%'M-r, � ,Y► r '4, taTJ- -".i �' - _ f +i "� +i; fri Nr r�.� �t �_�, �.�F�'-Iv. I •�� !` �� � •�' �• a,"" = ,� •J. ,�` e tilt: � ,s�:, i,�C � � S/ y � 'YLr _ - 1.. � - "�:...=•_::i...,. - �•h it a� -.� M.. �T-`^�%!' rye r ��i,< ...,! g.-. + i .4 'ice, t► - •,� , f y � ' c •� � r.� 1,• pWk F' - ''•r ♦ � L'- -� ��, :tom_;. eMl� I 1 :- 'iii r I ,, .� ��"" ,. r7 t ,;:.•.; ••._...... 1 '� � I I - '�.,..,.SAY. "�,.y.\ t r.,.. r: 1q �. - ..4 J �.rM.- �' -+.` r.; �(' �� .1\'y4.1R,^»l`ri '\.�. �\��. _ -T �.. .'� t �• + f � - hiN �• 3 . _ °�s97e�•wgt _ ""'�. � !r - l :. _ :.� 1!y '�� ' -_' *i-e.�w.' s.i ,._�M � � �� �� �' �` lumr r r' r y4i S� pp I R � .'� �'_ JJ I• % 5 a .. % 41 aff�w—Z�m Ile BY ZMA-01-020 Attachment E Hollymead Town CmtcrArea C The road improvements listed in proffer 2 A, 213, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOT's acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed pro is i in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in AreaC• notwithstanding the foregoing, regofng, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes ofthese proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management improvements and satisfactory completion of road improvements required for public safety, and signalization; but shall not include final activated signals which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOTs approval of an entrance permit at the Timberwood Boulevard intersection with Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area. C and, if not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision plat If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fWly paid, the Owner ZMA-01-020 Attachment E Hollymead Town Center Area. C shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated therewith, Which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to connect to Berkmar Drive. Submitted as of the 25a` day of July 2003, by: Post Office Land Trust B Y. ' Charles W Hurt, Trustee Shirley L. Fis Trustee RESUBMITTED P&Z 09/06/06 DENOW W. PR+OrIE1CT: REVISION NUMBED DMJ HOLLYMEAD TOWN CENTER 0 WM W. AREA C, BLOCK 9 JLC TIME* FINAL SITE PLAN DRAWING NUMSM AEWEM W. PROFFERS AND APPLICATION PLAN C-3 DMJ WWA NUMBED FILE NAME; DISCIPLINE* SC�ALEO 204225.03 422503C-3.dw H. NIA 9 CIVIL V: NIA 10/10/05 I 19 OF 19 Drawing Path: R:\Drawing\26\12656\326\Xref—Raster\NKUtLKS.awg I I r_ N I I 0 W H(DLLY1\4F-.AD TO CF-jN �%'VN TF-jR AREA C. BT0,0C1Kh,.. RLE CO MARCH 17, FINAL SITE SDP—2006- TABLE "A" - HOLLYN1EAD TOWN CENTER AREA "C" OVERALL USE TABULATION TABLE "B" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL PARKING TABULATION BLOCK PROPOSED/APPROVED SQUARE FOOTAGE TO DATE VIA SDP MAX. SQ. FSOTAGE PERMITTED pY BLOCK BY CODE NUMBER OF DWELLINGS PROPOSED/APPROVED TO DATE VIA SDP MAX. DWELLING UNITS PERMITTED BY BLOCK BY CODE BLOCK I 5396 55,000 -- -- BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- BLOCK III NO SDP SUBMITTED 5Q'000 NO SDP SUBMITTED 40 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 BLOCK V NOT PERMITTED •-- 42 50 BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- BLOCK IX 27,252 40,000 NOT PERMITTED -- TOTAL PROPOSED SQ. FT. 27,252 10 42 15 MAX. SQUARE FOOTAGE FOR AREA C 275,000 MAX. DWELLING UNITS FOR AREA C 120 SQUARE FOOTAGE REMAINING FOR AREA C 247,748 REMAINING DWELLING UNITS FOR AREA C 77 TABLE "B" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL PARKING TABULATION BLOCK PROPOSED DU/S.F. PARKING RAMO REQ. REQ. # OF SPACES TOTAL PROVIDED NET LOADING SPACES I 5,396 4.5 PER 1000 GSF 24 56 +32 N/A II VIRGINIA DEPARTMENT OF TRANSPORTATION C-1.1 HEALTH DEPARTMENT OF 15 ACCESS DRIVE LAYOUT III 4 OF 15 SITE PAVING, SIDEWALK DETAILS AND NOTES C-1.3 5 IV 15 LIGHIT BAS, HANDICAP DETAILS AND NOTES C-2 6 OF 15 V = 42DU 2.25/DU 95 183 +88 N/A VI OF 15 DRAIINAGE AND BACKFILL DETAILS C-2.3 9 OF VII SEDIMENT CONTROL DETAILS AND NOTES C-3 10 OF 15 SITE UTILITIES PLAN VIII 11 OF 15 LANIDSCAPE PLAN L-2 12 IX 27252 io oER P 123 243 +120 4 TOTAL 232 482 +240 4 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING SHEET N0. ENGINEER C-0 INSPECTIONS OF ARB COVER SHEET DEPARTMENT OF FIRE RESCUE 2 ALBEMARLE COUNTY SERVICE AUTHORITY 15 VIRGINIA DEPARTMENT OF TRANSPORTATION C-1.1 HEALTH DEPARTMENT OF Ty .00p 2006 PLAN 00016 j P N 1% BLOCK 1 ARBA�C Nf�,, .1 10 VICINITY MAP SCALE: 1"= 20000' INDEX OF SHEETS DRAWING NO. SHEET N0. TITLE C-0 1 OF 15 COVER SHEET C-1 2 OF 15 SITE IMPROVEMENT PLAN C-1.1 3 OF 15 ACCESS DRIVE LAYOUT C-1.2 4 OF 15 SITE PAVING, SIDEWALK DETAILS AND NOTES C-1.3 5 OF 15 LIGHIT BAS, HANDICAP DETAILS AND NOTES C-2 6 OF 15 SITE GRADING AND STORM SEWER PLAN C-2.1 7 OF 15 ACCESS DRIVE GRADING PLAN C-2.2 8 OF 15 DRAIINAGE AND BACKFILL DETAILS C-2.3 9 OF 15 SEDIMENT CONTROL DETAILS AND NOTES C-3 10 OF 15 SITE UTILITIES PLAN L-1 11 OF 15 LANIDSCAPE PLAN L-2 12 OF 15 OVER2ALL LANDSCAPE PLAN 1-1 13 OF 15 IRRIGATION PLAN 14 OF 15 LIGHITING PLAN 15 OF 15 PROFFERS AND APPLICATION PLAN VIR GINI SITE DATA: OWNER/APPLICANT: ENGINEER: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: TAX MAP REFERENCE: ZONING: FLOOD ZONING: YARD REQUIREMENTS: BUFFER ZONE: MAXIMUM STRUCTURE HEIGHT: EXISTING USE: PROPOSED USE: WATER RESOURCE AREA: RESERVOIR WATERSHED: WATER SUPPLY PROTECTION AREA: SITE AREA: BUILDING AREA: BUILDING CONSTRUCTION (IBC): USE GROUP (IBC): APPROX. No. EMPLOYEES: IMPERVIOUS AREA: PERVIOUS AREA: PARKING REQUIRED: PARKING PROVIDED: LOADING SPACES PROVIDED: PARKING/CIRCULATION AREA: IMPERVIOUS COVER: OPEN SPACE: BOB EVANS FARMS, INC. 3776 SOUTH HIGH STREET COLUMBUS, OHIO 43207 PHONE: (614) 491-2225 FAX: (614) 492-4990 MS CONSULTANTS, INC. 2221 SCHROCK ROAD COLUMBUS, OHIO 43229-1547 PHONE: (614) 898-7100 FAX: (614) 898-7570 RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. ALBEMARLE COUNTY, VA. RIO TM 32 P 41D4 PD -MC; PLANNED DEVELOPMENT 'C,' NOT LOCATED WITHING 100 -YEAR FLOOD PLANE LIMITS AS SHOWN ON THE OFFICIAL FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY. THIS PLAN IS IN CONFORMANCE WITH ZMA 01-20 (AREA C) APPLICATION PLAN AND PROFFER #1 N/A 1 STORY PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT VACANT COMMERCIAL/RESTAURANT COMMUNITY DEVELOPMENT AREA NONE NONE 1.13 ACRES 5,396 GSF TYPE 58 A2 38 0.89 AC. 0.21 AC 24 SPACES (4.5 PER 1,000 GSF) SEE TABLE '13- 56 INCLUDING 3 HANDICAP OF WHICH 1 IS VAN ACCESSIBLE 0 0.76 ACRES 0.89 ACRES 0.24 ACRES 2WV W-M.'M oIAnMW sut rrr�u. 21,.-M 2005 era owNniffirr euew m- V 0 C m •— c LL 0 V E P-1 pLTH OALf V) M , "4 M01 L•t :I MS PROJECT MAr6@1k 62 -1256 -00 -DD ±: DO -0326 co� 1 OF 15 ' pLTH OALf U Thomas E. Mosure No. 032543 , "4 L•t :I MS PROJECT MAr6@1k 62 -1256 -00 -DD ±: DO -0326 co� 1 OF 15 ' I'- I I P 1HI a0 H r•� W 0 R38.00'7 ° e C 8 C1•i BENCHMARK: TOP OF STORM STRUCTURE R121.87' R62.00'PRLEVATION =540.51 A . E.O.P.EO.P. ° (USGS NAVD 88 DATUM) �• R10.00' L HOLLYMEAD TOWNCENTERCt. BLOCK C1 R50.00' LOT B TMP 32-41D5 ' DB 2916-22, DB 2672-727, DB R51. 1661-116 R5.Op, D 1.97 ACRES ZONED: PD -MC �• "" ' USE: UNDEVELOPED ' D R................ U 24 w 18•( 20' DRAINAGE EASEMENT N DB 2916-22 h N II DB 2789-125 nn.. DB 2678-389 � N 9 `� W ESMT - EX SAN EX SAN EX SAN ESMT EX GAS EX GAS EX GAS - EX W EX W EX W EX WE ESMT ESMT ESMT ESMT ESMT - ESMT EX GAS 20' t rm iTY EASEMENT K. 8" DUCTILE IRON Bo 2.916 22 DB 2678-405wv rx 18.00' 4 ori - N ESMT L EX• WALL HOLLYMEAD TOWNCENTER BLOCK C1 LOT B TMP 32-41D3 DB 2916-22, DB 2672-727, DB 1661-116 1.74 ACRES ZONED: PD -MC USE: UNDEVELOPED STORMWATER MANAGEMENT, CONSTRUCTION, & LANDSCAP EASEMENT DB 2678-389 I t - to w X w 20' SAN. SEW EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 N 6 g cd X � N w � HEADWALL TO HAVE STONE FACE N 3 STORMWATER MANAGEMENT, 2t OUTDOOR PATIO w o i CONSTRUCTION, & LANDSCAPE (45.70' x 13.67) _ m EASEMENT 5,39.46'44"E 129.63' " FE DB 2678-389 t- � � �;� .. ,, e p .. - r' i::•:.... •:•:•:•::.r::::::: :a 00 Lan / I / •.yC: .... N I 12 I a 1 19 10 C1. .• •� 22 :.. R10.00' 5.0 RESTAURANTGI C1.1 .....Y ::. SITE AREAk 11.13 AC I. ::::::...........: .... t• .. j F• : 70 PARKING SPACES •:•..°• / t �'.. .. ::Z . ... . ;... ° 155 SEATS a. ...... F.F. = 541.25 • R23:00' •' AVERAGE BUILDING HT. = 18.16': a :.:.:.:.:.:..:.:.:.:.:.:.: �.a:.'..'. MAX. BUILDIMG HT. = 25.00' �� o .• 8• 1 r►r:.:::..•.. SINGLE STORY ... ... ............. .... •/ z:..::::::� :::::::: 26.52 80.00 - ...: -!:3474 2400' :5::::.: L ....... ; e. : , m^4:p I 2 14 C1. ::::....::. L 15 O 9 2 9 I ::R5.00' adC1.,. m 16 R15.00' . .. 24 15.32' 5 P TNG SPACES AT 9.00' = 45.00' IHS 00 8.00' 8.00' e. RS.00 :•' •.:::: .. C1. N•f :3... ......8 '':'':'':.�......: . C1. jn I 24.CV 9.66' 5 P KING SPACES AT 9.00' = 54.00' 9.66' 24.00' 16.00' �- ::':27.94 :'::W ':': :':': R4.50' R450' R4.50"R4.50' ° :: `:': L17 I ::..: N I z LO A 0 L3 R4.50' W. .. . R Ct. R4.50' R450' R4.50' PARKING SPACES AT 9.00' a 5400' ESMT ESMT ..'..... N C 20' SAN. SEWER EASEMENT DB 2916-22 :' C1.1 T DRAINA E EASEME EX 8" PVC14 Ci• N EX EX SANV EX S w DB 291 -22 EX SAN :::': SAN DB 278 -125 EX SAN 20.67' PARKING 8 SPACES AT 9.00' 72.00' 00 6 PARKING !SPACES AT 9.00' = 54.00' DB 26 -389 R20.00' E M...I................... . ....... . ::::::::::: ::: :::: : ::::; '': 1: : : :: :SMT .00'SMT A R5. g I 17 J C 24 .1 :.:.:.:.:: :::::::::: ....... .... ..................... ........ S F :•�::;::::::::::: 20 �7::: / c • " 1:,SMT.:::::::::::::.::::::::::' :::::::::::� .:.:...:. / W DRIVE LANE, 46 44 ::: DANA .0 .. �...: :::::::::::: :::::. :.:.:.:.:. 6 G ...:::::::::::::::::.:::::::: ............ CONSTRUCTION AN 3 84 CROSS -ACCESS :::.'.D8'•2918.-22'.'.......... ................:.:........... :::::::......::: EASEMENT $ R5.00 :.'...DB' 2678�425'''''•'''...........:..:...:...::.....::::::.:.............:::. .......................... i DB 2916 22 . '....... :::...............................:::::::..................................: i NTRA CE ARE DB 2678-42 .................. I.......................... 8 PARKING SPACES AT 9-W 72.00' CONSTR C 0 - - - -_ - ""1' cn / 0 EASEMENT 11 18 DB 2789125 I C7 DB 2916-22 DB 2678 389 C .�. . DB 2678-425 • L /. \ r 4U t$UILUING J / DB 2916-22 DB 2678-437 - ESMT B 2678-425 / ESMT PR. E.O.P. / ESMT ESMT- EX. SIDEWALK EX. BUILDING Curve Radius Tangent Length N 1 i w C1 F- 37.03' 71.65' 35'4159" 70.50' NO2'15I49"W w SEE DETAIL A/C1.2. 20' SAN. SEW EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 N 6 g cd X � N w � HEADWALL TO HAVE STONE FACE N 3 STORMWATER MANAGEMENT, 2t OUTDOOR PATIO w o i CONSTRUCTION, & LANDSCAPE (45.70' x 13.67) _ m EASEMENT 5,39.46'44"E 129.63' " FE DB 2678-389 t- � � �;� .. ,, e p .. - r' i::•:.... •:•:•:•::.r::::::: :a 00 Lan / I / •.yC: .... N I 12 I a 1 19 10 C1. .• •� 22 :.. R10.00' 5.0 RESTAURANTGI C1.1 .....Y ::. SITE AREAk 11.13 AC I. ::::::...........: .... t• .. j F• : 70 PARKING SPACES •:•..°• / t �'.. .. ::Z . ... . ;... ° 155 SEATS a. ...... F.F. = 541.25 • R23:00' •' AVERAGE BUILDING HT. = 18.16': a :.:.:.:.:.:..:.:.:.:.:.:.: �.a:.'..'. MAX. BUILDIMG HT. = 25.00' �� o .• 8• 1 r►r:.:::..•.. SINGLE STORY ... ... ............. .... •/ z:..::::::� :::::::: 26.52 80.00 - ...: -!:3474 2400' :5::::.: L ....... ; e. : , m^4:p I 2 14 C1. ::::....::. L 15 O 9 2 9 I ::R5.00' adC1.,. m 16 R15.00' . .. 24 15.32' 5 P TNG SPACES AT 9.00' = 45.00' IHS 00 8.00' 8.00' e. RS.00 :•' •.:::: .. C1. N•f :3... ......8 '':'':'':.�......: . C1. jn I 24.CV 9.66' 5 P KING SPACES AT 9.00' = 54.00' 9.66' 24.00' 16.00' �- ::':27.94 :'::W ':': :':': R4.50' R450' R4.50"R4.50' ° :: `:': L17 I ::..: N I z LO A 0 L3 R4.50' W. .. . R Ct. R4.50' R450' R4.50' PARKING SPACES AT 9.00' a 5400' ESMT ESMT ..'..... N C 20' SAN. SEWER EASEMENT DB 2916-22 :' C1.1 T DRAINA E EASEME EX 8" PVC14 Ci• N EX EX SANV EX S w DB 291 -22 EX SAN :::': SAN DB 278 -125 EX SAN 20.67' PARKING 8 SPACES AT 9.00' 72.00' 00 6 PARKING !SPACES AT 9.00' = 54.00' DB 26 -389 R20.00' E M...I................... . ....... . ::::::::::: ::: :::: : ::::; '': 1: : : :: :SMT .00'SMT A R5. g I 17 J C 24 .1 :.:.:.:.:: :::::::::: ....... .... ..................... ........ S F :•�::;::::::::::: 20 �7::: / c • " 1:,SMT.:::::::::::::.::::::::::' :::::::::::� .:.:...:. / W DRIVE LANE, 46 44 ::: DANA .0 .. �...: :::::::::::: :::::. :.:.:.:.:. 6 G ...:::::::::::::::::.:::::::: ............ CONSTRUCTION AN 3 84 CROSS -ACCESS :::.'.D8'•2918.-22'.'.......... ................:.:........... :::::::......::: EASEMENT $ R5.00 :.'...DB' 2678�425'''''•'''...........:..:...:...::.....::::::.:.............:::. .......................... i DB 2916 22 . '....... :::...............................:::::::..................................: i NTRA CE ARE DB 2678-42 .................. I.......................... 8 PARKING SPACES AT 9-W 72.00' CONSTR C 0 - - - -_ - ""1' cn / 0 EASEMENT 11 18 DB 2789125 I C7 DB 2916-22 DB 2678 389 C .�. . DB 2678-425 • L /. \ r 4U t$UILUING J / DB 2916-22 DB 2678-437 - ESMT B 2678-425 / ESMT PR. E.O.P. / ESMT ESMT- EX. SIDEWALK EX. BUILDING Curve Radius Tangent Length DeltaChord 1 i Chord Bear. C1 115.00' 37.03' 71.65' 35'4159" 70.50' NO2'15I49"W 15' GAS EASEMENT GAS EX GASV0 zilvo-IJ/EX G S EX GA I I.1•J Cc ESMT w to ESMT E L W -�� W I C7 Ln 15' ELECTRIC EASEMENT/ / U) I \ Z DB 2687-325 / 0 �W \ N39'46'44"W 1 126.90' N TMP 32-43B TARGET CORPORATION w DB 2678-264 DB 2789-125 ZONED: PD -MC USE: RETAIL EX. LIGHT POLE: I �- N W W II W in a Q II N w W II I 1 11 11 1 I I II VICINITY MAP NOT TO SCALE SITE DATA TOTAL AREA = 49,424 S.F. 1.13 AC. TOTAL IMPERVIOUS = 39,117 S.F. 0.89 AC. (797) BUILDING = 5,206 S.F. 0.12 AC. (107.) FREEZER/COOLER = 286 S.F. 0.007 AC. (0.6%) PORCH = 143 S.F. 0.003 AC. (0.47.) PAVED AREA = 33,482 S.F. 0.76 AC. (68%.) TOTAL PERVIOUS = 10,307 S.F. 0.24 AC. (217.) I I I I I I I I 1 1 i C4 co PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. ww) ZONW SM arMdffAL 13 FM 2006 e EM10 afi* fAL 13 FM 2006 HEALTH DWARRMW a8WffAI n JUL 2005 mzQ DWAIRnmw SURMAL BD 0 1 OKEYED NOTES O 1 1. BE -44 BUILDING SIGNS - VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. •• 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. SEE DETAIL A/C1.2. 3. PAINTED YELLOW STRIPING (TYPICAL). • U 4. ASPHALT HANDICAP RAMP. WARP ASPHALT UP TO TOP OF CURB, SEE SHEET C2 FOR ELEVATIONS, SEE DETAIL C/C1.2. C o _.J 5. CONCRETE RAMP TO SERVICE DOOR, SEE DETAIL G/C1.1. FLAIR SIDE MAXIMUM 1:10. n 03 p. Q 6. CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTILITY SPECIFICATIONS. c 7. SITE LIGHTS, CONTROLS, AND POWER d �.-.- BY GENERAL CONTRACTOR. SEE DETAIL D/C1.2.t., LL ASSEMBLY NO.: BE-201-DLS-X, FIXTURE TYPE: P16B-SH10. j W 8. INSTALL 4' SQ. CONCRETE FILLED STEEL POST WITH RUBBER BUMPER AND HOLDER. it 00 m -� TOP OF POST AT 2'-10 ABOVE FINISHED FLOOR. STOP DOOR AT 90' POSITION. C O9. HANDICAP PARKING SYMBOL, SEE DETAIL B/C1.2. 0 10. 30 FLAGPOLE, 8 x 12 FLAG SIZE, AND CONCRETE PAD. SEE DETAILS J/C1.1 AND K/C1.1. m w 11. TAPER LAST 10 FEET OF NEW CURB TO MEET AND MATCH CONFIGURATION AND ELEVATION OF m EXISTING ADJOINING CURB OR PAVEMENT. ce > 12. TRASH ENCLOSURE, SEE SHEET T-1.0 FOR DETAILS 1/T-1.0 THRU 9/T-1.0. V N 13. "CARRY HOME KITCHEN*BUILDING SIGN. VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. 14. HANDICAP PARKING SIGN WITH 'VAN ACCESSIBLE" AND FINE SIGN. SEE DETAIL A/C1.2. I I L--- 15. REINFORCED CONCRETE SLAB AROUND GREASE INTERCEPTOR, 8' x 12' x 5" THICK MINIMUM. O 16. CONTRACTOR SHALL PROVIDE TWO (2) 2' DIAMETER GALVANIZED POSTS, 10' IN LENGTH, FOR THE 'CARRY HOME KITCHEN' PARKING SIGNS. POSTS TO BE BURIED 3' DEEP IN AN 8' DIAMETER CONCRETE BASE. 'CARRY HOME KITCHEN' PARKING SIGNS SHALL BE PROVIDED BY BOB EVANS. GENERAL CONTRACTOR TO COORDINATE W N PLACEMENT OF POSTS WITH BOB EVANS REPRESENTATIVE. ,�, 17. BOB EVANS MONUMENT SIGN, 8 FEET IN LENGTH. CONTRACTOR TO COORDINATE BRICK BASE AND FOUNDATION WITH BOB C'4 o EVANS REPRESENTATIVE. 18. EXISTING CURB TO REMAIN. Q 19. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE APPROVED BY O W BOB EVANS REPRESENTATIVE. Z J 20. MATCH FINAL GRADE OF UNPAVED, DEVELOPMENT AREA TO TOP OF PROPOSED PAVEMENT. DIMENSIONS ARE TO EDGE OF PAVEMENT. cj) 21. RETAINING WALL TO BE CONSTRUCTED BY BOB EVANS CONTRACTOR UNLESS PREVIOUSLY CONSTRUCTED Q BY HOLLYMEAD TOWNCENTER. Q 22. PROVIDE HANDICAP RAMP PER ADA AND CHARLOTTESVILLE STANDARDS. _ 23. USE 8' CONCRETE SLAB WITH 6' X 6' - W1.4 X W1.4 W.W.F. 24. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/C1.2. ASSEMBLY NO • BE -202 -OLS -X FIXTURE TYPE 0166 CIL] NOTES: a, ,i TES: (A) ANY VIEW OF ROOFTOP EQUIPMENT SHALL BE HIDDEN FROM ROUTE 29 NORTH. Q (B) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. Q.. (C) ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. (D) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE GROUND APPURTENANCES AND AS TAKEN FROM SURVEY. UNDERGROUND UTILITIES NOT SHOWN HEREIN MAY EXIST. Q W (E) BUILDING AND PARKING SETBACKS: Q W BUILDING SETBACKS: PARKING SETBACKS: FRONT: 30'FRONT: �. SIDE: N/A SIDE: N/A � SIDE: N/A NN REAR: N/A REAR: R/A fa-• Cc - EX GAS to W IL f1 (F) BOB EVANS SHALL PROVIDE LETTERS OF PERMISION FOR ALL OFFSITE CONSTRUCTION. BOB EVANS RESTAURANT PARKING REQUIREMENTS BOB EVANS RESTAURANT = 21 MAX. EMPLOYEES / 155 SEAT BOB EVANS RESTAURANT = 5,396 S.F. GROSS FLOOR AREA 3 HANDICAP SPACES REQUIRED 3 HANDICAP SPACES PROVIDED 24 TOTAL SPACES REQUIRED (ZONING) 70 TOTAL SPACES PROVIDED (MEETS APPROVED P.U.D. AND ZONING) 0 10 20 30 40 SCALE: 1"=20' DATE SUBMITTED 02/13/06 a: +, W. O V, 0 c of� U Thomas E. Mosure y No. 032543 .off w� MB PROJECT MaM6M f 62-12656-00-M DO -0326 I' I ciI 2OF15 a' � J r J h; ': � 1 H (I SEE SHEET C1 IFM J 0 O W N W W LL CONCRETE SIDEWALK, SEE DETAIL E/C1.1 ALUMINUM "ADMIRAL" FLAGPOLE WITH #312 DURANODIC BRONZI I ANODIZED FINISH t'7 ADJACENT CONCRETE WAI TO BE FLUSH WITH TOP 16 GAUGE CORRUGATED STEEL TUBE WITH STEEL SUPPORT PLATE AND LIGHTNING ROD NOTE: USE METAL SHIMS TO SECURE FLAGPOLE. I SHIMS PROVIDED BY N GENERAL CONTRACTOR NOTE: INCLUDE ONE NYL( FLAG. COORDINATE SIZE BOB EVANS REPRESENTAI..- L 0 DOWEL HOLES PRE- DRILLED 3'-0" O.C. EXPANSION JOINTS 20'-0" O.C. MAX. CONTROL JOINTS 10'-0" O.C. ASPHALTIC CONCRETE PROVIDE BOB EVANS REPRESENTATIVE WITH PROFILE FOR APPROVAL PRIOR TO CONSTRUCTION A E� XTRUll 1. NOT TO S 4" CONCRETE WALK (BROOM FINISH) WITH 6X6 -W1.4 /W1.4 W.W.F. (NO VAPOR BARRIER) D SIDEWALK SECTION Cl.l NOT TO SCALE 1" EASED EDGE 41OLED JOINTS AT 6" O.C. d. a d 1/8_ W x y2" D Q d d < d d CONCRETE DUMPSTERPAD4 a e cd d a a a d d O O °QIP-}.• ° ,c1 e1• e . d �! °. O d 4. 01 v. Q d o H4. Q . C1.1 S p A � �° d ° A ! a. .! ` s ° d d ° ° ° 4v a' v °vQ °.a 'd Q \\ G DELIVERY RAMP \,C 1. 1NOT TO SCALE STANDARD FOUNDATION DIMENSIONS FLAGPOLE HEIGHT TUBE LENGTH A B C D 30' .N" 36 30 36" �• V SITE PAVING NOTES 1. PAVING BASE MATERIAL AND COMPACTION REQUIREMENTS ARE EQUAL TO STATE HIGHWAY SPECIFICATIONS. 2. DO NOT INSTALL PAVEMENT UNTIL ALL UTILITY STRUCTURES ARE ADJUSTED TO BE FLUSH WITH FINAL PAVEMENT ELEVATION (IE. CLEAN OUT COVERS, CATCH BASIN LIDS, MANHOLE LIDS, ETC.) 12" TOPSOIL (TYPICAL LANDSCAPE AREA) 4" COMPACTED GRAVEL (NO VAPOR BARRIER) (2) 1 1/2' LAYERS ASPHALTIC CONCRETE VERIFY WITH SOILS REPORT t'C'NNPAVING DETAI \Q.. l NOT TO SCALE 4" CONCRETE WALK (BROOM FINISH) WITH 6x6 -W1.4 /W1.4 W.W.F. SLOPE ._ �ESIDEWALK SECTION Cl.l NOT TO SCALE 4" CONCRETE WALK WITH 6X6-W1.4/W1.4 W.W.F. - BROOM FINISH CONCRETE RAMP TAPER BOTH METAL THRESHOLD/QUARRY TILE HOLD WALK 1/4" BELOW THRESHOLD t. �pq 'riv,i"iN41111 ee .e• . .. . . • II��II�� POUR SLAB 3/4" PAST FACE OF BLOCK AT REAR DOOR TO SUPPORT EDGE OF DOOR THRESHOLD OMIT TOP COURSE OF BLOCK TO POUR SLAB THRU OPENING H DELIVERY RAMP Cl.l NOT TO SCALE 1/4" f"" _Nnimm vAn7w nF PAYFMENT PAVEMENT PROVIDE BOB EVANS REPRESENTATIVE WITH PROFILE FOR APPROVAL PRIOR TO CONSTRUCTION z NCURB SECTION Cl.l NOT TO SCALE EXTERIOR CONCRETE NOTES 1. REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 2. ALL RADII SHALL BE TRUE ARCS. 3. ALL CONCRETE CURB AND GUTTERS ARE TO BE SET LEVEL WITH PAVEMENT TO AVOID COLLECTING OR STANDING WATER. 4. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. 5. ALL CONTROL JOINTS TO BE CUT 25% OF CONCRETE THICKNESS (TOOLED OR SAWCUT). 6. MAXIMUM DIMENSION WITHOUT CONTROL JOINT IN APRON OR SLAB TO BE 12'. 7. ALL CONCRETE TO BE 4000 P.S.I. AT 28 DAYS. 8. ALL EXTERIOR CONCRETE TO HAVE 6% AIR ENTRAINMENT. 9. 1/2" EXPANSION JOINTS ON THE CONCRETE SIDEWALK SHALL OCCUR AT A MIN. OF 20', MAX. OF 25' INTERVALS. ANY PLACE THE SIDEWALK COMES INTO CONTACT WITH THE BUILDING, THERE SHALL BE A 1/2- EXPANSION JOINT. SEE DETAIL F/C1.1. 4" CONCRETE WALK (LIGHT BROOM FINISH) WITH 64-W1.401.4 W.W.F. 1/4" WIDE x 1" DEEP CONTROL JOINT AT 10'-0" O.C. MAXIMUM -1/2" EXPANSION JOINT NOT TO EXCEED 25'-0" APART. INSTALL VINYL "ZIP -STRIP" BY VINYLEX CORP. ° I COMPACTED AGGREGATE,---,' I I COMPACTED -----'SEE SPECIFICATIONSSOIL SUB -BASE EXPANSION JOINT CONTROL JOINT NOTES: 1. LOCATE CONTROL JOINTS AS SHOWN ON PLAN OR 10' O.C. MAXIMUM. VERIFY WITH BOB EVANS REPRESENTATIVE. 2. CONCRETE PADS OVER 4" THICK CONTROL JOINTS TO BE 12' O.C. MAXIMUM F WALK EXPANSION CONTROL JOI CI NOT TO SCALE g 4" THICK CONCRETE CONTROL JOINT 1" DEEP 44. � FOUNDATION, SEE a EDETAIL K/C1.1 o. v. ,. ° . a ° 4.1 4. FLAGPOLE v 44 . a / ° ° C ° Q. ° q4 a ° a a SIDEWALK a v °d °. o• ° a " Av °° Q .11 "V ° a.. . o. CO -3 r -T' FLAGPOLE BASE Cl.l NOT TO SCALE Who this sloodard Is to be tied into existing barrier � tar' bonshian b v be made within ID Or at! dgnge in standards made al regular openings. This curb shall be used when design speed is greater than 40 MPH on Rural highways and 49 MPH In devbp•d Urbanand Suburban areas. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES This ilan may be lxocW or oast In place. Concrete to be Clow A3 If cost in place, 4000 PSI if precast. Curb having a rodiut of 300 N, or less (along face of curb) will be paid for as radial Curb. * The depth of curb may be reduced as much as 3" (13"depthlor ineroesed as much as 3'09"depth) In order that the bolls m of curb will eoladdo with the top of a course of the pavement substructure_ Otherwise she depth is to be leas •holm. No adjustment in the price bid is to be made for a decrease or an Inereas• In depth. GENERAL NOTES 1. TRUCKING ON OR ABOUT THE SITE WILL BE PERMITTED ONLY WITHIN REASONABLE LIMITS AND THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT AND MATERIALS. THE STORAGE SHALL BE CONFINED TO SUCH LIMITS AS MAY BE JOINTLY AGREED BY OWNER AND CONTRACTOR. 2. THE CONTRACTOR SHALL FURTHER ENFORCE THE ARCHITECT'S INSTRUCTIONS OF SUCH NATURE, INCLUDING PARKING, USE OF ROADS, AND FIRE PREVENTION, WHICH THE OWNER MAY DEEM NECESSARY OR DESIRABLE ON THE OWNER'S PROPERTY. 3. UTILITIES SHOWN TAKEN FROM SURVEY AND PART FROM RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO OR UPON PREMISES SHOWN ON PLAN. 4. ALL ELEVATIONS INDICATED WITH LEADERS REPRESENT FINISHED ELEVATIONS, I.E. 0.00. ALL ELEVATIONS INDICATED ON THE PLOT PLAN WHICH ARE SKEWED AT A 45 DEGREE ANGLE ARE EXISTING ELEVATIONS. THE FINISH GRADE OF THE BLACKTOP PAVEMENT SHALL SLOPE UNIFORMLY TO FINISH ELEVATIONS SHOWN ON THE PLOT PLAN. 5. ALL FILL ON THE PROPERTY SHALL BE ADEQUATELY COMPACTED BY ROLLING TO PRODUCE A SURFACE SATISFACTORY FOR THE PROPER INSTALLATION OF BASE COURSE AND PAVING. BEFORE COMMENCING PAVING WORK, THE PAVING CONTRACTOR MUST MAKE CERTAIN THAT THE SURFACES TO BE COVERED ARE IN PROPER CONDITION. SURFACES NOT ACCEPTABLE SHALL BE REPORTED TO THE OWNER IMMEDIATELY. THE PAVING CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT ALL SUBBASE SURFACES ARE ACCEPTIBLE FOR THE PLACING OF GRAVEL BASE AND ASPHALT. THE PAVING CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF THE FINAL PAVING AND SHALL ASSURE THAT THE RESULTS OF THE PAVING WILL MEET REASONABLE EXPECTATIONS. 6. THE PLUMBING CONTRACTOR SHALL VERIFY SEWER DEPTH AND BE RESPONSIBLE FOR PROVIDING ADEQUATE SLOPE OF BUILDING SEWER TOWARD THE CITY SEWER IN STRICT ACCORDANCE WITH THE GOVERNING AUTHORITIES PRIOR TO BUILDING CONSTRUCTION. MINIMUM GRADE PERMITTED IS PER LOCAL CODES BUT NOT LESS THAN 1 (ONE) PERCENT. 7. THE PLUMBING CONTRACTOR, ELECTRICAL CONTRACTOR, SIGN CONTRACTOR, RESTAURANT EQUIPMENT CONTRACTOR, AND HEATING, AIR CONDITIONING, AND VENTILATION BALANCE CONTRACTOR SHALL BE UNDER THE DIRECTION OF THE GENERAL CONTRACTOR WHO WILL BE HELD RESPONSIBLE FOR THE COORDINATION OF ALL WORK ON THIS PROJECT AND THE PROPER EXECUTION OF THE SAME. 8. WHERE IT IS NECESSARY TO CUT CITY CURBS, THEY SHALL BE RESTORED AND/OR RECONSTRUCTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING CITY AUTHORITIES. RECONSTRUCT CITY CURBS AFTER DEMOLITION OF EXISTING APPROACHES. 9. ALL EXISTING UTILITIES SERVING THE PROPERTY SHALL BE PROPERLY TERMINATED IN COMPLIANCE WITH CITY AND/OR COUNTY REGULATIONS. 10. REMOVE ALL TREES, INCLUDING ROOT STRUCTURES, EXCEPT THOSE SPECIFICALLY NOTED TO REMAIN AND THOSE ON PROPERTY LINES. DO NOT CLEAR SITE PRIOR TO COORDINATING WITH THE OWNER AND THE LANDSCAPING PLAN TO LOCATE ALL TREES TO REMAIN. 11. ALL EXTERIOR SIGNS SUPPLIED BY SIGN CONTRACTOR TO OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE TO SIGN. FINAL CONNECTIONS BY ELECTRICAL CONTRACTOR. 12. REMOVE EXISTING TOP SOIL FROM AREAS TO BE PAVED AND REPLACE WITH SUITABLE COMPACTED FILL. 13. GENERAL CONTRACTOR SHALL PROVIDE GROUND POISONING FOR TERMITES AND OTHER INSECTS PRIOR TO FINAL CONCRETE FLOOR INSTALLATION. GENERAL CONTRACTOR SHALL SUBMIT TO OWNER WRITTEN GUARANTEE FROM REPUTABLE LOCAL EXTERMINATING COMPANY. 14. DEMOLISH AND REMOVE ALL EXISTING STRUCTURES, TREES, FENCES, SLABS, DRIVEWAYS AND SIDEWALKS. VISIT SITE TO DETERMINE EXTENT OF DEMOLITION WORK WHICH MAY OR MAY NOT BE SHOWN ON PLANS. 15. VERIFY EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 16. INSTALL GUARD POST AT GAS METER AND ELECTRIC TRANSFORMER IN ACCORDANCE WITH ALL APPLICABLE CODES. MINIMUM INSTALLATION IS 4" DIA. X 7'-0" LONG STEEL PIPE, CONCRETE FILLED, 3'-0" ABOVE GRADE. (2) AT GAS METER AND (2) AT ELECTRIC TRANSFORMER. 17. BACKFILL ALL TRENCHES UNDER SLABS, WALKS, AND PAVED AREAS WITH BANK RUN GRAVEL. ALL EXCAVATING AND BACKFILLING IS BY INDIVIDUAL CONTRACTS (PLUMBING, ELECTRICAL, ETC.). SEE SPECIFICATIONS 02000. 18. GENERAL CONTRACTOR IS TO SEED AND MULCH ALL DISTURBED AREAS OUTSIDE PROPERTY AND INSURE ESTABLISHMENT OF ADEQUATE VEGETATION (SEE HATCHING ON SHEET Cl). 19. INSTALL 12" PULVERIZED TOPSOIL FLUSH WITH WALKS IN ALL LANDSCAPING AREAS CLOSE TO BUILDING AND 2" TOPSOIL IN AREAS INDICATED AS SOD. ALL MOUND AREAS TO RECEIVE 12" OF TOPSOIL. PULVERIZED TOPSOIL TO BE ROLLED TO PREVENT EXCESS SETTLEMENT. ALL SODDED AREAS TO HAVE POSITIVE DRAINAGE. 20. ALL UTILITY STRUCTURES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH ALL GOVERNING CODES OR STANDARDS (CITY, COUNTY OR STATE). 21. FOLLOW WRITTEN DIMENSIONS ALWAYS. DO NOT SCALE. 22. ALL SITE WORK AND PAVING MUST BE IN ACCORDANCE WITH, OR SURPASS RECOMMENDATIONS OF SOILS REPORT. IF SOILS REPORT CONFLICTS WITH DRAWINGS AND SPECIFICATION, THE MORE PROHIBITIVE OF THE TWO SHALL TAKE PRECEDENCE AND BE CONSIDERED TO BE THE INTENT OF THE BID DOCUMENTS. IN ALL CASES STRICTLY ADHERE TO DRAWINGS AND SPECIFICATIONS. 23. GENERAL CONTRACTOR IS TO INSTALL MINIMUM (ONE) 4" P.V.C. CONDUIT FOR PRIMARY SERVICE UNDER ALL PAVING BETWEEN TRANSFORMER AND PROPERTY LINE. SEE SPECIFICATIONS FOR UNDERGROUND SERVICE CONDUIT. SUPPLY ADDITIONAL CONDUITS IF REQUIRED BY UTILITY CO. 24. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN OUTS, MANHOLES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. REFER TO THE SITE GRADING PLAN SHEET AND MOUNDING. DATE SUBMITTED 02/13/06 I I I I I I I I I I +r J04" et N ZONW BRE 6u SWAL 13 FEB 2006 T NOWEER 0 BTTE BLAItMAL 13 FEB 2006 HEALTH DWARTMOCr aSU TIAL 28 JUL 2005 BLDG^ DIB?ART111611T 84�IIfTTAL e"!:sik- .It= U to M N C m •� w C C14 1 a t•� C W q A Cdi W I- W Z �-W :C V LL it 0) z jR 0 = o V •� N 0 z to M N to M \ 10 An C14 1 V, Q > W I- W Z O z In a z go. Q = vJ J W J W z Q CJ) 0 O V, W Q W G7 G*�r t� Thomas E. Mosure No. 032543 •1,i,1 • C1.2 4 OF 15 HANDICAPPED SIGNS PROVIDED BY GENERAL CONTRACTOR, PER LOCAL ` _. �+- NQ1F ACTUAL STRIPING AND ARRANGEMENT MAY DIFFER, SEE SITE PLAN SHEET Cl REQUIREMENTS BOLT TO STEEL POSTHANDICAPPED I i ' '-r - FOR PROPER LAYOUT. I I PARKING � ';50 to 5300 FINE' SIGN tsoto CONCRETE "VAN ACCESSIBLE" SIGN BETWEEN AC< ESSIBLE AS NOTED ON SITE PLAN "' {, 1 1 - j - -. �13 - HANDICAP PARKING SIGN. (MOUNT N ( SIDEWALK) N Z FEB 200 2" AND 6" , - r + 6" PAINTED 2" DIAMETER SCHEDULE 40 STEEL `` _ } --�-i-�_ TAPER ASPHALT TO BE � � 2� � YELLOW PIPE PAINTED P-8 '�� .,, STRIPING i _ _�- _ + J FLUSH WITH CONCRETE WALK AT TOP HTM De�Am�tr euewrraL W-- _ i - 28 JUL 2005 6" DIAMETER SCHEDULE 40 STEEL PIPE 4a a ° m M� DB'AFiIi�I W UIfTTAL I I PAINTED P -s PARKING °: ° 4 a' a ° ° ° a ND DOCtJAIE]I WIDON61imnON CONCRETE SIDEWALK ACCESSIBILITY SYMBOL PROPORTIONING GUIDE ° 0 4 ° ° PAINTED ON PAVEMENT �/x 6" DIAMETER POST IN 12" Vf/ '04 / DIAMETER CONCRETE FOOTING * TO BE BLUE IN COLOR, UNLESS OTHERWISE SPECIFlED 6 U N /// HANDICAP SIGN MOUNTING HEIGHT PER LOCALPAINTED \ /A //, CODE AND INSTALLATION PER LOCAL ' REQUIREMENTS S DE SYMBOL, BC1.2 C o ri HANDICAP SYMBOL t+ C 1.21 NOT TO SCALEcd � A HANDICAP SIGN rc HANDICAP RAMP r LL 0 C 1.2 NOT TO SCALE C 1.2 NOT TO SCALE 0) � I I 0 V SITE ELECTRICAL NOTES I I 1. EACH LIGHT CIRCUIT SHALL HAVE HOME RUN CONDUIT TO SWITCHGEAR. 2. FINAL ADJUSTMENTS OF SITE LIGHT ANGLES AND DIRECTIONS ARE TO BE MADE AFTER DARK, AVOID INTERFERENCE 1 WITH TRAFFIC OR ADJACENT PROPERTY PER SATISFACTION OF BOB EVANS REPRESENTATIVE. , 3. ALL SITE LIGHTING TO BE WIRED IN 1" PVC EACH CIRCUIT TO HAVE DIRECT RUN TO THE SWITCHGEAR. DO NOT 1 LOOP CIRCUITS. 4. SITE LIGHTS, POLE SIGNS, SIDE BUILDING SIGNS AND ROOF LIGHTS ARE CONTROLLED BY "LITE STAT" SYSTEM. 5. SITE SIGN CONDUIT SHALL BE 1-1/2" DIRECT TO SWITCHGEAR. INCLUDE GROUND WIRE IN CONDUIT AND SEPARATE GROUND ROD AT FOUNDATION FOR POLE. C-4 04 VJ < > 1" NON -SHRINK GROUT POLE AND ANCHOR BOLTS BY ELECTRICAL W CHAMFER 1" AT 45' TYP. CONTRACTOR z� O Z 1" x 12" x 12" STEEL BASE Q! s PLATE WITH (4) 3/4" DIA. x 2'-0" LONG ANCHOR BOLTS f�< .I I .° .I� A" Q I I d DO WITH 4 LONG HOOKS I I �.I ° I I. q DRILL WO OVER DIG �I ° I I °II a.4 FOUNDATION II Ia II d O = �^ J m • I d 14 Io I W 410 X CONDUIT BY ELECTRICAL // /X/ CONTRACTOR Q A, .114 . I I °47 4 a — q 24" DIAMETER CONCRETE //�IR WITH REBARS Q PIER (4) #7 / UPRIGHT AND #3 TIES AT 4.11. j Z d 12" O.C. VERTICALa Q O W cr SECTIO o � I I #3 TIES AT 12" O.C. VERTICALLY a 4.° . d U Thomas E. Mosure y No. 032543 4 44 (4) #7 REBARS W� , �w I I UPRIGHT ti a .q N MS PROJECT NUMBIER, 62-12656-00—M DO -0326 rD_"*'NSITE LIGHT BASE C 1.2 NOT TO SCALE C1.3 I I DATE SUBMITTED 02/13/06 5 OF 15 II I 1 N 0 I I 2 1 1 I I I I I I HOLLYMEAD i%MCENIE _— BLOCK— DB 2916-22, DB 2672-727, OB " — — 1661 11 �147 ACRES ZONED -PD -MC, 2 CATCH BASIN \ GRATE = 540.00 12" INV. (SE) - 537.28 1Y INV. (NE) = 537.18 1 i I 1 I I I I I II + I � 542.90 I 1 1 + 410 / I f I � I I —I---- EX SAN f I + ��o I + I I I I i I i I I I I � GAS EX GAS r EX. S{DE4A;,' , yj !f 0 "AI 1 V\ICAr% TlAWW/%CAITCD TMP 3Z- 33B TARGET CORPOITAWN D8 2678-264 2789-125 �a ED: PD -MC + USE: RETAIL TAIL EX. LIGHT POLE I � ,111 III �� I cl I 0 0 W O ry i t I I I I I I I I ZONING 612 8t6L9TTAL 13 FEB 2006 O KEYED NOTES O FM � A` HEALTii DWARIIr61R8iNWffAL 1. 6" STORM UNE FROM ROOF SCUPPERS. CONNECT TO P.V.C. PIPE BELOW GRADE 28 JUL 2005 AS SHOWN ON PLAN. aMQ DW,RTMEW ORAL 2. 4" STORM LINE FROM DOWNSPOUTS. CONNECT TO P.V.C. PIPE BELOW GRADE W DOCUMENTSICONerrr0071ION AS SHOWN ON PLAN. 3. FINGER DRAINS PER DETAIL C/C2.1. 4. CONTRACTOR MUST RESET BENCHMARK AFTER STORM STRUCTURE IS BROUGHT TO FINAL GRADE. 5. DOWNSPOUT TO OUTLET INTO LANDSCAPED AREA USING A VELOCITY REDUCTION STRUCTURE. 6. EXISTING STORM PIPE AND INLET TO REMAIN. N U L •C c w O CLn C � � cd NOTES: a a NOTES. t to La a a (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING O Q UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY .�► `` C Q DAMAGE TO THEM DURING CONSTRUCTION. V ._ (B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1. 0 (C) 6" AND 4" STORM CONDUIT IS P.V.C. SDR -35. (D) 12" STORM CONDUIT IS ADS N-12, SMOOTH INTERIOR HDPE PIPE; REINFORCED CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL c (E) UTILITIES, OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS LINE AND WATER UNE WORK WITH SITE UTILITIES m PLAN (C3). DETAI�S A�C20R SHALL � INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER EX GAS 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES ;8L TWO WORKING DAYS 4@ �A BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY DATE SUBMITTED 02/13/06 �coW cc rYJ 0����LTH Op Grp U Thomas E. Mosure y No. 032543 a W_ ocn M N c \ 1\ 11 \ (((A O IO LEGEND OJ 100 PROPOSED CONTOUR Z J ---100--- EXISTING CONTOUR co 100.50 100.00 PROPOSED ELEVATION — TOP OF CURB Q PROPOSED ELEVATION — PAVEMENT O 100.00 PROPOSED ELEVA11ON — PAVEMENT J = 4M MAJOR FLOOD ROUTE ARROW () 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES ;8L TWO WORKING DAYS 4@ �A BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY DATE SUBMITTED 02/13/06 �coW cc rYJ 0����LTH Op Grp U Thomas E. Mosure y No. 032543 a i H H / / I I i I � EX. 548.15 X \ \ \ \ 1 EX. 550.00 \ 50 \ 1 .00 I 54E 50.8: I C ( I I II I j I I I i I I I I II I I I j I I I I I 1 I I ig I I I 1 I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j j I j 1 I I I I I I 1 II I I ( I \ 1 I I I I I \ \ I I I 1 \ \ I 1 1 \ \ \ \ 1 1 1 \ \ \ \ I 1 1 \ \ \ \ I 1 1 \ \ \ \ I 1 1 \ I 1 1 \ \ \ \ I 1 I I 11 \ \ \I \I I \ 1 \ I I \ I I I j I 11 I I I I 1 I I \ I I 11 I I \ I I 1 \ \ I 1 \ \ 1 I I 1 1 I I I \ L .�• �. • 'I � i' I •; /!merit i��� .air �, • . � _i.i _ ar i1rt �1��I��I .w ������ �.i�iI!6�ti7�.tr ,�• •� 2-61 G 51 47 / 2.99 C+ NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1. (C) 6" AND 4" STORM CONDUIT IS P.V.C. SDR -35. (D) 12" STORM CONDUIT IS ADS N-12, SMOOTH INTERIOR HDPE PIPE; REINFORCED CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL. (E) UTILITIES, OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES PLAN (C3). (F)LONA/C20R SHAL G/CINSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAI LEGEND 100 PROPOSED CONTOUR - — -100 - — - EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB 100.00 PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT 4*21 MAJOR FLOOD ROUTE ARROW 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES AL TWO WORKING DAYS BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON—MEMBERS MUST BE CALLED DIRECTLY k-28 I I I I 1 1 10 SM//�/�Qi1L FM 2006ENOA*EFAM EM / SUBLgLTAI. FM 2 W �EPARTMEW SUBM1 TAL JILL 2005 BLDQ DEPARTMINr BLBMfTTAL. Q CD J NC14 M Z D Q oc 04 o� z HOLLYM AD �NCENIEER Q BLOCK co cf) WW _4ILL TM 32-4385_,_-------� \ DB 2916-22, DB 2672-72?7, DB \ ` _ 147 ACRES \ \ ZONED. PD_MC_ — —' -- — \ \ UNDEVELOPED ,' ---- \\\ 11 \ I I \ I I I \ 1 I j I /I 54z.ao 1 I I I I I I I I II 1 I I I I I EX SAN -- EX SAN I I I G 51 47 / 2.99 C+ NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1. (C) 6" AND 4" STORM CONDUIT IS P.V.C. SDR -35. (D) 12" STORM CONDUIT IS ADS N-12, SMOOTH INTERIOR HDPE PIPE; REINFORCED CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL. (E) UTILITIES, OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES PLAN (C3). (F)LONA/C20R SHAL G/CINSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAI LEGEND 100 PROPOSED CONTOUR - — -100 - — - EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB 100.00 PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT 4*21 MAJOR FLOOD ROUTE ARROW 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES AL TWO WORKING DAYS BEFORE YOU DIG CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON—MEMBERS MUST BE CALLED DIRECTLY k-28 I I I I 1 1 10 SM//�/�Qi1L FM 2006ENOA*EFAM EM / SUBLgLTAI. FM 2 W �EPARTMEW SUBM1 TAL JILL 2005 BLDQ DEPARTMINr BLBMfTTAL. OW zJ co � Q CD J NC14 M Z D Q oc 04 o� z 1�J Q OW zJ co � Q J d. Z D Q oc 0 o� z 1�J Q co cf) WW _4ILL 0�'AA AOF r G U Thomas E. Mosure > VSI�NAIL- ,2-1%-0 M8 PROJE•CT NUMBS 1~ 62-12656-00-M DO -0326 C2.1 7 OF 15 MANHOLES, CATCH BASINS AND GREASE TRAPS BACK FILL REQUIREMENTS /._FINISH GRADE OR SUB GRADE X X�x A C14 co IV ZONNQ EM aMPArrAL 13 FEB 2" CONTRACTOR TO BACKFILL INFLUENCE TRENCH OF STRUCTURE WITH COMPACTED GRANULAR STRUCTURE • • ENOMEM WM aMNUAL aMMTAL 13 FEB 2" BACKFILL, 98% STANDARD PROCTOR (FULL DEPTH). -INFLUENCE TRENCH NOTE: MANUFACTURED OR FIELD CONSTRUCTED CATCH PAVING THICKENS TO 9* AT CATCH BASIN (TYPICAL) HEWN DEPARRMW SLSMrrrAL 28 JILL 2005 �\�/ //�\/�\/ OF STRUCTURE �//� BASIN MAY BE USED IF SITE CONDITIONS, LOCAL STANDARDS, AVAILABILITY, AND/OR COST MAKE AN ALTERNATE PRACTICAL BID AS AN ALTERNATE AND CLARIFY IN BID. 4" PERFORATED P.V.C. PIPE, ASTM -D3034 FOR MANHOLES USE NEENAH FRAME AND GRATE R-1551, AND FOR CATCH BASINS USE NEENAH FRAME AND GRATE R-2502 B FOR HIGH CAPACITY CATCH BASINS USE NEENAH FRAME AND GRATE R -2580-C SERIES. RIM ELEVATIONS AS SHOWN ON THE SITE GRADING PLAN SHEET. 8 DO DWARIMEW SUBMAL W DOCUMEMOONOMICUM � \� j\\j o a a a a a a a a c \� j�\ AT EACH CATCH BASIN. SEE DETAIL C/C2.1 GROUT PIPE INTO OPENING (TYPICAL) — k] DRAINAGE STRUCTURES SHALL BE 2' INSIDE REFER TO THE SITE GRADING PLAN BACKFILL M BE PLACED IN 80 LIFTS AND TESTED EACH 24! DIMENSION PRE CAST OR BLOCK, PER CITY OF CHARLOTTESVILLE STANDARDS. SHEET FOR PIPE TYPE AND SIZE. DEPTH OF FILL - (w TEST PER STRUCTURE PER 2! FILL) CONTRACTOR TO UNDERCUT STRUCTURE LOCATIONS CERTIFIED BY REPUTABLE TESTING COMPANY, BASE BY 80. REPLACE WITH COMPACTED COMPARISONS SHALL BE DOCUMENTED PRIOR TO ISSUANCE OF GRANULAR BACKFILL. 95% STANDARD PAYMENT. c 0 PROCTOR. NO ON SITE FILL WILL BE ALLOWED FOR UTILITY STRUCTURES UNLESS SPECIFICALLY APPROVED BY BOB EVANS REPRESENTATIVE K UTILITY 'A STRUCTURE BACKFILL REQUIREMENTS ST rB ORM STRUCTURE DETAIL cd \C!. �l NOT TO SCALE C2.1 \q!,.l) NOT TO SCALE C ao i 0 TYPICAL CLEAN OUT COVER IN ALL PAVED/CONCRETE AND LANDSCAPE co AREAS. NEENAH FOUNDRY CO. - COLUMBUS, OH. PHONE 614-876-9837. NEENAH - R-1976 Ll_� r COMPACT GRAVEL BASE CLEAN OUT COVERS FOR ALL SANITARY AND STORM CLEAN OUTS co X\ X xv Z to _j U) co X" xx N C4 ASPHALT, CONCRETE, LANDSCAPE OR SOD AREAS. SEE SITE GRADING PLAN SHEET C-4 c� < > '\N� CLEAN OUT PLUG, 3- BELOW BOTTOM OF THE MANHOLE LID 0 z 4! DIA. x 10* -0* LONG P.V.C., SDR -35, PERFORATED TOP, (4) PER CATCH BASIN GLENOUT LOCATIONS MARKED C.O. ON F4 5: CID >_OR MANHOLE, (2) PER CURB INLET, SEE SITE GRADING AND STORM PLAN GRADING AND UTILITY PLANS. 0J J to Lu K'C'NNFINGER DRAIN \C2.ljNOT TO SCALE KD'N\ CLEAN OUT DETAIL \IL2�.INOT TO SCALE LL M PAVED UNPAVED AREA NOTE: o HC) SURFACE SEE PAVEMENT DETAIL FOR PAVEMENT SECTION (SEE NOTE 3) 1. BEDDING THICKNESS UNIDER PIPE BARREL b, SHALL BE 1/8 OF Bc; e MIN. Bc IS OUTSIDE DIAMETER OF PIPE AT BELL Q Zr ; //\//\//\/D 2. THE HAUNCH AREA OF THE PIPE MUST BE FULLY SUPPORTED; THEREFORE THE BEDDING MATERIAL SHALL BE HAND cr V in COMPACTED AGGREGATESUITABLE MAX. DIAMETER, COMPACTED ONSITE MATERIAL. PER SECTION 02200 PART 2-1 AND PLACED AND COMPACTED I UNDER THE PIPE HAUNCH. W TO 98% SM. PROCTORCOMPACTED SECTION 02200 21� M 95% SM. PROCTOR (TO BE PLACED IN 8- LIFTS MAX.) 3. IF UNPAVED AREA IS VMTHIN 10' OF PAVEMENT OR STRUCTURE THEN FOLLOW TRENCH GUIDELINES FOR PAVED AREA. co NN" I XV TRACER WIRE THIN BLUE 4. PIPE DIAMETER OF 4" CDR SMALLER SHALL HAVE A MAXIMUM TRENCH WIDTH OF 12*. Z TRACER WIRE #14 THIN BLUE FOR WATER, GREEN FOR 1\1�1 #14 FOR WATER, GREEN FOR SEWER, YELLOW FOR GAS, 5. BEDDING AND INITIAL BACKFILL SHALL BE SAND FOR ALL UTILITY CONDUIT CARRYING WATER, ELECTRIC, GAS. AND SEWER, YELLOW FOR GAS, ORANGE FOR COMMUNICATIONS ORANGE FOR COMMUNICATIONS INTIAL BACKFILL TELEPHONE. ANY DEVIATION FROM THE ABOVE DETAILS AND SPECIFICATIONS MUST HAVE WRITTEN APPROVAL FROM THE ON-SITE BOB 4. 4' INITIAL BACKFILL 44 EVANS REPRESENTATIVE. BEDDING AND INITIAL BACKFILL TO BE BEDDING AND IN111AL BACKFILL M BE v NLTli 0 p COMPACTED GRANULAR MATERIAL 1/2 COMPACTED GRANULAR MATERIAL 1/2 - rNOMINAL 0 NOMINAL DRAINAGE FILL, SEE NOTE 5. DRAINAGE FILL. SEE NOTE 5 SECTION 02200 SECTION 02200 u Thomas E. Mosure No. 032543 NOT TO SCALE NOT TO SCALE AL 04 L48 PROJECT NUI649M 62 -12656 -00 -DD DO -W26 (2)UTILITY TRENCH BACKFILL REQUIREMENTS \la.�INOT TO SCAM C2.2 DATE SUBMITTED 02/13/06 8 OF 15 SEDIMENT AND EROSION CONTROL NOTES TIMING OF SEDIMENT - CONTROL PRACTICES: DITCH BARRIERS EROSION AND SEDIMENT CONTROL NARRATIVE SEDIMENT CONTROL PRACTICES SHALL BE FUNCTIONAL THROUGHOUT EARTH- DISTURBING ACTIVITY. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ORIENTED PERPENDICULAR TO THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. I I SETTLING FACILITIES, PERIMETER CONTROLS. AND OTHER PRACTICES INTENDED TO TRAP SEDIMENT SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING AND I I I I I I I I WITHIN SEVEN DAYS FROM THE START OF GRUBBING. THEY SHALL CONTINUE TO FUNCTION UNTIL THE UPSLOPE DEVELOPMENT AREA IS RESTABILIZED. THE REMAINING STEPS FOR INSTALLING A STRAW BALE BARRIER FOR SHEET FLOW APPLICATION'S APPLY HERE, WITH THE FOLLOWING ADDITION. ms consultants. Inc. N C2 We W)2221 SCHROCK ROAD � S 0 THE STRAW BALES SHALL BE INSTALLED SUCH THAT UNDERCUTTING BENEATH THE BALES IS MUNIMIZED BY THE USE OF ROCK CHECK DAMS PLACED ADJACENT TO THE COLUMBUS. OHIO 43229-1547 ZONING BTUE 81�fTTAL CONTROL PRACTICES SHALL PRESERVE EXISTING VEGETATION WHERE ATTAINABLE AND DISTURBED AREAS SHALL BE RE -VEGETATED AS SOON AS PRACTICAL AFTER STRAW BALES. PHONE: (614) 898-7100 FAX: (614) 898-7570 13 FW 2QO6 GRADING OR CONSTRUCTION. THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS OF THE END BALES ARE HIGHER IN ELEVATION THAN THE TOP OF THE LOWEST MIDDLE Qwrimr 6 G BMTTAL DENUDED AREAS SHALL HAVE SOIL STABILIZATION APPLIED WITHIN FOURTEEN DAYS IF THEY ARE TO REMAIN DORMANT FOR MORE THAN FORTY-FIVE DAYS. BALE M ASSURE THAT SEDIMENT -LADEN RUNOFF WILL FLOW EITHER THROUGH OR OVER THE BARRIER BUT NOT AROUND IT. 2006 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN FOURTEEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION MAINTENANCE BOB EVANS FARMS, INC. HEALTH DEPARTMENT' OF THE SITE, AND SHALL ALSO BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT 3776 SOUTH HIGH STREET 28 JUL2L 2005 SUBAwti'fAl. US COLUMBUS. OHIO 43207 (UNDISTURBED) FOR LONGER THAN FORTY-FIVE DAYS. STRAW BALES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL PHONE: . 491-2225 FAX: (614) 492-4990 BLIP L�� ARTM NT 81ffAL I I SEDIMENT BARRIERS: CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND UNDERCUTTING BENEATH BALES. BASCLOM BDA SHEET FLOW RUNOFF FROM DENUDED AREAS SHALL BE INTERCEPTED BY SEDIMENT BARRIERS. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROIMPTLY. SEDIMENT BARRIERS SUCH AS SEDIMENT FENCE OR DIVERSIONS TO SETTLING FACILITIES SHALL PROTECT ADJACENT PROPERTIES AND WATER RESOURCES FROM BOB EVANS FARMS. INC. SEDIMENT TRANSPORTED BY SHEET FLOW. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EA04 RAINFALL THEY MUST BE REMOVED MIEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF 3776 SOUTH HIGH STREET THE HEIGHT OF THE BARRIER. COLUMBUS, OHIO 43207 INLET PROTECTION:PHONE: (614) 491-2225 FAX: (614) 492-4990 ALL STORM SEWER INLETS WHICH ACCEPT WATER RUNOFF FROM THE DEVELOPMENT AREA SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL NOT ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, ENTER THE STORM SYSTEM WITHOUT FIRST BEING PONDED AND FILTERED. PREPARED AND SEEDED. SEDIMENT FENCE: THE SITE IS BORDERED TO THE NORTHEAST BY THE DEVELOPMENT'S DETENTION POND, TO MAINTENANCE:THIS SEDIMENT BARRIER UTILIZES STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR THE SOUTHEAST BY ROUTE 29, SEMINOLE TRAIL., AND TO THE WEST BY COMMERCIAL • TEMPORARY EROSION CONTROL FEATURES SHALL BE ACCEPTABLY MAINTAINED AND SHALL BE REMOVED OR REPLACED WHEN DIRECTED BY THE ENGINEER AT NO DEVELOPMENT. I I COST TO THE OWNER. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS. OVERLAND FLOWS ARE EXPECTED. minQLAWAgh 1. THE HEIGHT OF A SEDIMENT FENCE SHALL NOT EXCEED 36 -INCHES (HIGHER FENCES MAY (IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE •� C STOMPUS• STRUCTURE). ALL SOIL STOCKPILES SHALL BE PROTECTED FROM EROSION BY PERIMETER CONTROL DEVICES SUCH AS STRAW BALE DIKES OR FILTER FABRIC FENCES. AND NO AREA OF THE SITE APPEARS TO BE CRITICAL ALL SITE AREAS WILL BE CONDUCTED .. faTHROUGH THE STORM SYSTEM DISCHARGING TO THE EXISTING DETENTION POND. THESE PERIMETER CONTROL DEVICES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT M THE LENGTH OFF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE Id N PERMANENT VEGETATION: NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A GMINIMUM 6 -INCH OVERLAP. AND SECURELY SEALED. NROSION CONTROL 1118AMM: PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL (MOUND COVER IS ACHIEVED WHICH, IN THE OPINION OF THE ENGINEER, PROVIDES 3, POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND, DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 2 FEET). WHEN EROSION AND SITE RUNOFF WILL BE CONTROLLED BY THE USE OF INLET PROTECTION AT ADEQUATE COVER AND IS MATURE ENOUGH TO CONTROL SOIL EROSION SATISFACTORILY AND TO SURVIVE ADVERSE WEATHER CONDITIONS. EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE. POST SPACING SHALL PNOT EXCEED 6 FEET. PROPOSED CATCH BASINS AND SILT FENCE ON THE DOWN HILL SIDE OF SLOPES. � .�.+ � U. CONSTRUCTION ACCESS ROUTES: 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ;� CONTACT: V 05 MEASURES SHALL BE TAKEN TO PREVENT SOIL TRANSPORT ONTO SURFACES OR PUBLIC ROADS WHERE RUNOFF IS NOT CHECKED. e� I I 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL. BE FASTENED SECURELY M THE UPSLOPE SIDE OF THE POSTS USING 808 EVANS FARMS. INC. it INSPECTION SCHEDULE: HEAVY DUTY WIRE STAPLES AT LEAST 1 -INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES AND SHALL 3776 SOUTH HIGH STREET C ao 1. DIVERSION SWALE AND STRUCTURAL PROTECTION - INSPECT EVERY 7 DAYS OR AFTER EACH RAINSTORM PRODUCING RUNOFF. REPAIR AS REQUIRED. NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. COLUMBUS, OHIO 43207 L' PHONE. -(614) 491-2225 FAX: (614) 492-4990 WATER FLOW IS RESTRICTED BY SEDIMENT O 2. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED M THE FENCE, AND) 6 -INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. C INLET PROTECTION - (NSP OR SEDIMENT ACCUMULATION AFTER EACH RAINFALL AND DAILY DURING CONTINUED RAINFALL REPAIR OR REPLACE WHEN THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. '- W 3. VEGETATIVE PLANTING - INSPECT AFTER SPROUTING OCCURS AND REPLANT BARE AREAS. INSPECT ESTABLISHED COVER EVERY 15 DAYS FOR DAMAGE; 7. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSURE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED IN SUCH A CASE. THE c � REPLANT AS REQUIRED. MAINTAIN ESTABLISHED COVER AT MAXIMUM 6' HEIGHT. IRRIGATE AS REQUIRED DURING DRY PERIODS TO MAINTAIN LIVE VEGETATION. FILTER FABRIC IS STAPLED OR WIRED DIRECTLY M THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 APPLYING. E 6. THE TRENCH SHALL BE BACKFILLED AND SOIL COMPACTED OVER THE FILTER FABRIC. CONSTRUCTION SEQUENCE: 1. INSTALL SEDIMENT CONTROL MEASURES 9. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY I I 2. ROUGH GRADE SITE AND STOCKPILE TOPSOIL STABILIZED. 3. TEMPORARY VEGETATION 40 4. INSTALL STORMWATER MANAGEMENT MEASURES MAINTENANCES 5. INSTALL ROAD AND PARKING BASE 6. SURFACE ROADS AND PARKING SEDIMENT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY 7. FINAL GRADING REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. & PERMANENT VEGETATION 9. INSTALL LANDSCAPING SHOULD THE FABRIC ON A SEDIMENT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE 10. PERFORM CONTINUING MAINTENANCE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVEED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF \ N o THE BARRIER. � r6 I I ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SEDIMENT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED M CONFORM WITH THE � 04� �0 EXISTING GRADE, PREPARED, AND SEEDED. V, EXISTING W PAVEMENT Z 6" MIN. STONE 3' INSTALLATION AND MAINTENAINCE GUIDELINES FILTER CLOTH MOUNTABLE BERM � O Q I to JySTALLATION9 THE EMPTY BAG SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS Z ON END. IF USING OPTIONAL OIL ABSORBENTS, AWE AMSORSENT PILLOW IN POUCH. ON PROFILE _ �( THE BOTTOM (BELOW -GRADE SIDE) OF THE UNIT. ATTACM ABSORBENT PILLOW TO TETHER LOOP. TUCK THE ENCLOSURE FLAP INSIDE TO COMPLETTAY ENCLOSE THE GRATE. HOLDING THE LIFTING DEVICES (DO NOT RELY ON LIFTING DEVICES TO SUPPORT THE ENTIRE WEIGHT OF V THE GRATE), PLACE THE GRATE INTO ITS FRAME MAINOMCE: REMOVE ALL ACCUMULATED SEDIMENT AND I DEBRIS FROM SURFACE AND VICINITY OF UNIT AFTER EACH STORM EVENT. REMOVE SEDIMENT 'THAT IIAS ACCUMULATED WITHIN THE EXISTING GROUND Q CONTAINMENT AREA OF THE BAG AS NEEDED. IF USING (OPTIONAL OIL ABSORBENTS; REMOVE L_ AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATTOhN. I I 4 w 0. ■ EXISTING O PAVEMENT I; DANDY BAGR OR APPROVED EQUAL V' FLAP FOLDS OVER TO) Z ENCLOSE GRATE VELCRO Q 0 I I CLOSURE GRATE U PLAN VIEW O Z 00 0o W W LIFTING STRAPS ALLOW EASY D* NIT � GRATE F� NT OF STABILIZED CONSTRUCTION ENTRANCE 00 00 O O O OC2.2 NOT TO SCALE Q W OO OO co ORANGE FABRIC 15 WOVEN AN 1. STONE SIZE - USE 2' STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. NOTES: MMONOFI UMENT ���1I.TH �p G 2 LENGTH - AS REQUIRED. BUT NOT LESS THAN 50 FEET. 1. WIRE MESH TO BE BENT, LAUD FLAT ON ® Oda r. f� BOTTOM OF TRENCH AND BACKFILLED. GRATE DANDY BAG OR APPROVED EQUAL 2 POSTS TO BE DRIVEN A MIN. OF TWO 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. OThomas E. Mosure .> FEET (2') INTO GROUND. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. U No. 032543 -� - 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF NFILTER FABRIC FENCE DETAIL PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. A A C2.2 NOT TO SCALE 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACK OR FLOWING OF SEDIMENT ONTO PUBLIC MB PHOJEECT N ASM RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/O2 CLEANOUT ANY 62-12656-00-M E MS RES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED LMDO-0326 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVED SEDIMENT PRIOR M ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, B INLET PROTECTION IN PARKING LOT AREAS IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. �.2NOT TO SCALE 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. C2.3 II r DATE SUBMITTED 02/13/06 9 OF 15 0 / I I I � O / I Ln I I I //z HOLLYMEAD TOWNCENTER \\ BLOCK 1 LOTB \ D)3 29 -22, 32-4173 i \66 -'44k -727, Dom/ / 1. 4 CRES Z D -MG- - - US.UNIiQDOPED NN1 / c _ :AD TOWNCENTER 3LOCK Cl LOT B dR--325 2, DB 2672-727, DU - 1661 -116 U-1661-116 .97 ACRES NED: PD -MC UNDEVELOPED ®ac •D BENCHMARK: TOP OF STORM STRUCTURE ELEVATION =540.51 (USGS NAVD 88 DATUM) CIRCUIT E-36, L 07 44 4r ESMT w�� X SAN /EX SAN ' h I' ESMT i > 1 ESMT ) WVF FH ESMT ILLd a I. �I • a• • .v :. °, .. • .. CIRCUIT E-23-- / ..: I •. . • ,3 / RESTAURANT I a / SITE AREA = t1.13 AC ; I 70 PARKING SPACES / ' ' • ' / 155 SEATS CIRCUIT E -17--a- d. ' w 5 Y TC,_; :Ol:... F.F. - 541.25 1 a Z7 -INV' =,53eI.d8: / AVERAGE BUILDING HT. = 18.16' I. j MAX. BUILDING HT. = 25.00' r C.0 SINGLE STORY > 9 I / TC- 541.03 I m I 4 INV. - 538.25 10 I I I .5' 6m SAN. O 2.00% I i ° >• I / I p..-CIRCUI E-32,34 CRE- --�- / + O �\ 5 CIR IT E 21 I 8.r - I II W C.O. 3 C.O. I \ TC540.95 TC - 540.44 6' NV. - 537.99 C INV. - 538.09 I / \ TC - 540.36 / \ 4 INV. - 538.09 e.r OF 4' SAN. O 200% La � 2 � 7 3 11 � I CIRCUIT E-24, 26--,,,, W O I< 3 C.O. N lz co TC - 540.92 ES ESMT N J ES - 536.08 0 M z t ESMT i cc ESMT Q CIRCUIT E-28, 30 r + Ex SAN EX GAS n 10 - 8" DUCTILE IRI I EX Ex SAN EX WEX. i W - EX SAN F I I I - ESMT ) \ ' ESMT N No. 032543 - ESMT ESMT ESMT C I )I I RV P7i• > 1 ESMT ) WVF FH ESMT ILLd a I. �I • a• • .v :. °, .. • .. CIRCUIT E-23-- / ..: I •. . • ,3 / RESTAURANT I a / SITE AREA = t1.13 AC ; I 70 PARKING SPACES / ' ' • ' / 155 SEATS CIRCUIT E -17--a- d. ' w 5 Y TC,_; :Ol:... F.F. - 541.25 1 a Z7 -INV' =,53eI.d8: / AVERAGE BUILDING HT. = 18.16' I. j MAX. BUILDING HT. = 25.00' r C.0 SINGLE STORY > 9 I / TC- 541.03 I m I 4 INV. - 538.25 10 I I I .5' 6m SAN. O 2.00% I i ° >• I / I p..-CIRCUI E-32,34 CRE- --�- / + O �\ 5 CIR IT E 21 I 8.r - I II W C.O. 3 C.O. I \ TC540.95 TC - 540.44 6' NV. - 537.99 C INV. - 538.09 I / \ TC - 540.36 / \ 4 INV. - 538.09 e.r OF 4' SAN. O 200% La � 2 � 7 3 11 � I CIRCUIT E-24, 26--,,,, W O I< 3 C.O. N lz CD TC - 540.92 ES ESMT N J ES - 536.08 0 M z t r INV. (SW) - 534.10 9 N cc > Q CIRCUIT E-28, 30 r + Ex SAN EX SAN i 10 EX. 8" PVC I EX Ex SAN � W - EX SAN F I I \ 6 ESMT 0 No. 032543 ESMT ESMT C I I 16 3 15 >01\ 3 Irr I \ I ESMT a _ _ _ _ - ESMT- - . ESMT SMT ESMT 4 e I O ° 1WS3 CC\IT � I I / rn 14 / I- E AS EX GAS EX GAS EX GAS ESMT ESMT ESMT / IPR. E.O.P. / I- ~ - ESMT ESMT ESMT�' � I /l� / 12 j / TMP 32-43B l II TARGET CORPORATION I I I I / / 8 9 Li O z LLJ a 00 N LLI O EX GAS OKEYED NOTES 1. GAS UNE TO BE SIZED BY GAS COMPANY. RUN LINE FROM METER TO EXISTING GAS MAIN PER RECOMMENDATIONS OF GAS COMPANY. ALL MATERIALS AND INSTALLA11ON ARE TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND N.F.P.A. STANDARDS. INCLUDE TWO GUARD POSTS AT METER LOCATION. 2. UNDERGROUND ELECTRICAL SERVICE FROM POWER COMPANY SOURCE. PAD MOUNTED TRANSFORMER AND THE PRIMARY SERVICE CONDUCTORS BY THE POWER COMPANY. CONTRACTOR SHALL PROVIDE THE PRIMARY CONDUIT(S) (QUANTITY, SIZE, TYPE,...) AS REQUIRED FROM THE POWER COMPANY ELECTRIC SERVICE SOURCE (EITHER EXISTING OR NEW) TO THE PAD MOUNTED TRANSFORMER. CONTRACTOR SHALL INSTALL GUARD POSTS AND CONCRETE PAD PER ALL STATE AND LOCAL CODES, POWER COMPANY, N.F.P.A., AND N.E.C. STANDARDS. (AS APPLICABLE). CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY AND VERIFY THE TRANSFORMER LOCATION, PAD SIZE, ORIGIN OF SERVICE, AND ALL STANDARDS FOR WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE SECONDARY SERVICE FEEDERS AS PER THE ELECTRICAL RISER DIAGRAM. SEE SWITCHBOARD ELEVATION AND RISER DIAGRAM ON ELECTRICAL SHEETS. 3. SITE LIGHT. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 4. BOB EVANS BUILDING SIGNS, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 5. INSTALL 1000 GAL GREASE INTERCEPTOR PER ALL GOVERNING CODES. SET UD FLUSH WITH GRADE. SEE PLUMBING SHEETS FOR DETAIL CONTRACTOR TO CONSTRUCT CONCRETE SLAB PER DETAIL ON PLUMBING SHEETS. 6. 2" PVC (ANSI/AWWA STANDARD C901-96) DOMESTIC AND IRRIGATION COMBINATION SERVICE LINE, PER ALL GOVERNING CODES. CONTRACTOR MUST VERIFY REQUIREMENTS OF LOCAL CODES, UTILITY COMPANY AND GOVERNING OFFICIALS. INCLUDE IN BASE BID ALL ADDITIONAL VALVES, PIPING, STRUCTURES, ETC., THAT WILL BE REQUIRED. INCLUDE GATE VALVE AND WELL AT MAIN MAINTAIN A MINIMUM PRESSURE OF 40 P.S.L. (SEE NOTE G). 7. 6" P.V.C. SANITARY SEWER. ASTM D-3034, SDR -35. THE SANITARY LINE SHOULD HAVE A SLOPE OF 1 TO 2% CONTACT THE ENGINEER ONCE TIE-IN INVERT IS LOCATED TO VERIFY SLOPE. CONTRACTOR TO COMPLY WITH LOCAL CODES FOR MINIMUM SLOPES. 8. 3" SCHEDULE 40 P.V.C. SLEEVE FOR IRRIGA11ON LINE. CONTRACTOR TO FLAG ENDS OF SLEEVES. 9. CONTRACTOR SHALL TAP INTO THE EXISTING SANITARY SEWER SERVICE LINE. COORDINATE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS. (SEE NOTE H) 10. "CARRY HOME KITCHEN" BUILDING SIGN. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 11. CONTRACTOR TO CIRCUIT LIGHT FIXTURES) TO SECURITY CIRCUIT, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 12. LOCATION OF MAIN POWER LINE IS ESTIMATED FROM EASEMENT INFORMATION. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATION. 13. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE APPROVED BY BOB EVANS REPRESENTATIVE. 14. CONTRACTOR IS TO LOWER GAS MAIN IF REQUIRED TO MAINTAIN COVER. COORDINATE WITH THE GAS PROVIDER. SEE SHEET C2 FOR PROPOSED GRADES OVER GAS LINE. 15. CONTRACTOR IS TO INSTALL DUCTILE IRON THE TAP TO THE METER PIT. WATERLINE TO BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 16. PROPOSED METER PIT. NOTES: (A) ALL EXISTING UTILITIES, AS TAKEN FROM SURVEY BY RIVANNA ENGINEERING AND SURVEYING AND PART FROM RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO OR UPON PREMISES SHOWN ON PLAN. (B) CONTRACTOR RESPONSIBLE FOR MAINTAINING A MINIMUM COVER OF 4.0' GRADE OVER PROPOSED WATER LINE. (C) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM -INATE WITH SITE GRADING PLAN (C2). (G) CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING UTILITY LINES. PROPOSED UTILITIES SHOULD TIE INTO EXISTING UTILITIES AT A POINT LOCATED AS CLOSE TO THE PROPOSED BUILDING AS POSSIBLE, IF CONDITION OF EXISTING UTILITY ALLOWS. REMOVE AND DISPOSE OF ANY UNUSED PORTION OF THE EXISTING UTILITY UNE. (H) SANITARY SERVICE TIE IN AS PER PLAN, TO BE FIELD VERIFIED BY CONTRACTOR. THE CONTRACTOR SHALL TRY TO TIE THE PROPOSED SANITARY SEWER SERVICE TO THE EXISTING SANITARY SERVICE WITHIN THE PROPERTY UNE. REMOVE ANY UNUSED PORTION OF THE EXISTING UTILITY LINE. (1) CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AND TRENCH WHERE PROPOSED UTILITY CONDUIT IS NEEDED. REPAIR PAVEMENT AFTER UTILITY CONDUIT IS PROPERLY INSTALLED AND BACKFILLED AS PER NOTE J. (J) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.1 AND G/C2.1. (K) CONTRACTOR TO CIRCUIT SITE LIGHTS AND SIGNAGE TO BUILDING, SEE ELECTRICAL SHEETS FOR CIRCUITS AND PANELS. 0 10 20 30 40 SCALE: 1"=20' DATE SUBMITTED 02/13/06 I I I I I I I I I I ZONM6MAL 13 FEB 2006 B 10 UM aNIM AL 13 FEB 2006 HEALTH D61AF4MW a&W AL 28 JUL 2005 m.Do DwAii1uw BtJomfITAL m CD -i co N J \ 0 M z t N cc N Q � + 0 co o i 10 MS PROJECT M 62-12656-00-"77 DO -0326 C3 10 OF 15 J 0 z cc WD Q � + 0 co J i w I � � W I i Thomas E. Mosure y , No. 032543 MS PROJECT M 62-12656-00-"77 DO -0326 C3 10 OF 15 20' DRAINAGE EASEMENT DB 2916-22 I I DB 2789-125 c DB 2678-389 4i a I I � io �C e- ESMT y W EX. 8" PVC EX SAN --40—/EX SAN ESMT Lj c., -� _ � �� .il •;i' ♦�s • �� � ��ii.'�i�r`ix��V'. • .•�.i�ili �irvl� 1` ��. i :/1j own Emil r0I PIR 0,F +�1 L W ESMT IGH PARE 0 TSAN. SEWS NT TMH TMH DB 2916-22 k EX SAN �GX SAN X SAN I� 40' BUILDINRESIRICAG J / SEMENT E G DB 2916-22 DB 2678-437 t678-405 ESMT DB 2678-425 / ESM Wv PR. E.O.P. / FH ESMT ESMT /Voll PLANT LIST: . 44' O.C. ( IZENTRAIIICE ARE • CONNSTRUUC r^ S O EASEMENT / DB 2678 425 0 CONT. SIZE rsm Lb DECIDUOUS TREES 15' GAS w E GAS EX GAS —D"T ACR W OCTOBER GLORY RED MAPLE ESMT 2 1/2- CAL. B&B w ESMT I I I t O I I Lo 15' ELEC1T21 EASEMENT EX 20' SAN. SEWER EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 a C-44 4 W 7�0 u� W a ch W G JEX GAS .— X W F- �- N ~ W -� W 1 \ N � KEY BOTANICAL NAME COMMON NAME QTY PLANTING SIZE CONT. SIZE DECIDUOUS TREES � w ACR ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 16 2 1/2- CAL. B&B C14 Q I I I t ORNAMENTAL TREES I I 1 1 FASTEN WITH NEOPRENE TIE WRAPS BNR BETULA NIGRA RIVER BIRCH 2 2 1/2" CAL. B&B EVERGREEN TREES ZCNINQ 8BE OLGM TAL 2" X 2" OAK STAKE SET AT APPX. 13 FEB 2006 INS ILEX x 'NELLIE R. STEVENS' NELLIE STEVENS HOLLY 3 7-8' HT. B&B 28 JUL 2005 FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. 0 DO DEPARTMENTOLGL91TAL SHRUBS VBW VIBURNUM 'BURKWOODII' 'BURKWOODII' VIBURNUM 3 36-48" HT. No. 5 CONT. TMH TAXUS MEDIA 'HICKS' HICK'S YEW 16 18-24" HT. B&B IGH ILEX GLABRA INKBERRY HOLLY 73 24-30" HT. No. 3 CONT. DGN DEUTZIA GRACILLIS 'NIKKO' NIKKO DEUTZIA 27 18-24" HT. No. 3 CONT. FLG FORSYTHIA x INTERMEDIA 'LYNWOOD GOLD' FORSYTHIA 'LYNWOOD GOLD' YELLOWBELLS 12 30-36" HT. B&B JHB JUNIPERUS HORIZONTALIS BLUE RUG JUNIPER 17 24-30" SP. No. 3 CONT. ALR ABELIA x GRANDIFLORA 'LITTLE RICHARD' ABELIA 'LITTLE RICHARD' 19 15-18" HT. No. 3 CONT. COB CEPHALANTIS OCCIDENTALIS BUTTONBUSH 2 30-36" HT. B&B ORNAMENTAL GRASS/PERENNIALS PAH PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAINGRASS 37 No. 2 CONT. �- I `-DRAINA EASEME� DB 271 -125 DB 26 -389 ACR / / 20 GENERAL NOTES: EX GAS L1.01 L1.03 REMOVE ALL TAGS. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. FASTEN WITH NEOPRENE TIE WRAPS OR 5/8" BLK. RUBBER HOSE &WIRE • 2" X 2" OAK STAKE SET AT APPX. 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO SUBGRADE AND SET INTO PREVAILING WINDS. MULCH AS PER SPECIFICATIONS FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL PLACE ROOT BALL ON UNDISTURBED SUBGRADE. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. REMOVE ALL TAGS. TOP OF BALL TO BE AT LAWN GRADE MULCH AS PER SPECIFICATIONS. FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL PLACE ROOT BALL ON UNDISTURBED SUBGRADE. L1.02 EVERc�EI SCALE: NONE REMOVE ALL TAGS. REMOVE DEAD AND DAMAGED LIMBS. q Q � M PRUNE TO PROPER SHAPE. � w � W Q U PAINT WOUNDS AND SCARS. ; V 04 C14 Q I I I t 1 1 I I 1 1 FASTEN WITH NEOPRENE TIE WRAPS r N M h OR 5/8' BLK. RUBBER HOSE & WIRE • ZCNINQ 8BE OLGM TAL 2" X 2" OAK STAKE SET AT APPX. 13 FEB 2006 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO g 09433* 0 OTE SLI ArrAL SUBGRADE AND SET INTO PREVAILING WINDS. 13 FEB 2006 MULCH AS PER SPECIFICATIONS HEALTH DEPARTMENT BUBMTTTAL 28 JUL 2005 FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. 0 DO DEPARTMENTOLGL91TAL BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL 8DDOCLUBTB/ PLACE ROOT BALL ON UNDISTURBED SUBGRADE. TREE CANOPY DATA PLANT DESCRIPTION QUANTITY SM UK AREA OF CANOPY TOTAL (S.F.) OF TREE CANOPY ACER RUBRUM 'OCTOBER GLORY 16 2..5" CAL. EA. 452 7,232 BETULA NIGRA 2 2..5" CAL, EA, 464 928 TOTAL= 8,160 S.F. PROVIDED 4,923 S.F. REQUIRED (10% OF SITE AREA) PARKING LOT DATA PARKING STALL AREA = 9,140 S.F. 0.21 AC. (18%) VEHICULAR CIRCULATION AREA = 11,390 S.F. 0.26 AC. (23%) ALL PLANT MATERIALS TO COMPLY WITH THE LA',TEST EDITION OF A.N.A. STANDARDS FOR NURSERY STOCK AND BE GUARANTEED FOR A PIERIOD OF ONE (1) YEAR FROM INSTALLATION DATE. LANDSCAPE CONTRACTOR IS TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND RECEIVE APPROVAL FROM GC OR SITE SUPERVISOR, IF NECESSARY, TO MAKE CHANGES IN PLANT LOCATIONS. LANDSCAPE CONTRACTOR MUST COORDINATE W11TH GENERAL CONTRACTOR AND OTHER SITE OPERATIONS. MINOR ADJUSTMENTS TO THE PLANT LOCATIONS ARE TO BE MADE IN THE CASE OF ANY CONFLICTS WITH PROPOSED UTLITIES. LANDSCAPE= ARCHITECT TO BE NOTIFIED IF/WHEN THESE CHANGES DO ARISE. ALL PLANTING BEDS AND FREE STANDING TREES► TO BE MULCHED WITH 3" OF GRADE "A" CYPRESS MULCH. BEDS ARE TO BE GRADED SM400TH AND FREE OF SOIL CLODS AND STONES. ALL TREES TO BE STAKED AND WRAPPED WITH ASPHALTIC WRINKLE KRAFT TREE WRAP. ALL PLANTS ARE TO BE REMOVED FROM CONTAINERS, CAGES AND NON -BIODEGRADABLE MATERIALS. GENERAL CONTRACTOR IS RESPONSIBLE FOR FINIISHED GRADES; LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND TO PROVIDE 4" OF AMENDED TOPSOIL FOR PLANTING BEDS. ALL ORGANIC MATTER AND DEBRIS ARE TO BE REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR. LAWN AREAS AND BEDS SHOULD BE FREE OF STONES GREATER THAN 2". PLANT QUANTITIES HAVE BEEN PROVIDED FOR CONVENIENCE ONLY; THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR HIS OWN "TAKE OFFS". DRAWING PREVAILS OVER WRITTEN QUANTITIES. PLANTING BEDS SHALL BE TREATED WITH A PRE -EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIFIED RATE UNLESS OTHERWISE NOTED. PLANTING SHALL BE FERTILIZED UPON INSTALLATION. RECOMMENDED FERTILIZER BE MIXED WITH BACKFILL AT PRODUCT SPECIFIED RATE. BED EDGE SHALL BE SMOOTH, CONSISTENT 4 1/2- DEEP AND HAND CUT, EDGES TO BE LOCATED BETWEEN ALL BEDS (INCL. TREES) AND LAWN AREAS. CONTRACTOR TO SOD ALL AREAS SPECIFIED UNLESS OTHERWISE DIRECTED BY THE GENERAL CONTRACTOR. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF THE TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 0 10 20 30 40 SCALE: 1"=20' DATE SUBMITTED 02/13/06 z5; R' co q Q � M M � w � W Q U ; V 04 C14 Q z5; R' co M8 PROJECT NUM 13M 62 -12656 -00 -DD DO -'0326 L I 11 OF 15 z Q o z J �— � w � W Q U V D Q M8 PROJECT NUM 13M 62 -12656 -00 -DD DO -'0326 L I 11 OF 15 11 11 40 H EX �� er us immT INSAN EXSAN ENT VAIRASM WIDTH R/W I ."T I =09 piiiiiiR 0 15 30 45 60 SCALE: 1"=30' DATE SUBMITTED 02/13/06 •- N co IT 1n ZON M KM VITAL 13 FEB 2006 ENO EEFM SM 8lllWfrrAL 13 FEB 2006 hEAUH DEPARTMW SUMMAL 28 JUL 2005 BLDQ oe'ARIWBif SUBM/ITAL :.... 71 -,I[=.1 � z a W O � \ N p \ M Q _M O � n Z z D �O �O � z a a. w Q U O � n Z z D J O co J �W Q O� ry O M$ �'CT MAI01, 62 -12656 -00 -DD DO -0326 L 2 12 OF 15 W 1 1 O N I I ��I f, Z Y i• 1.5' FLOW-) METER 11 2" SLEEVE >� xh . . f '- h I Y 2" SLEEVE / A6 1 1/2 t 6.96 ,' d•. I _ r GPM r " SLEEVE d WIRELESS RAIN j SENSOR AND RAIN ;.zl " i�• j SHUT OFF DEVICE r`!, dry _:._-� • , TO BE INSTALLED i, o PER MANUFACTURER'S SPECSIFICATIONS. ;> RAIN SENSOR TO \' BE INSTALLED ON ' ROOF NEAR CONTROLLER. VERIFY LOCATION 3 SLEEVE �/ /r WITH OWNER. !r I A5 1 1/2- !I 13.74 I GPM IA 5 SLEEVE F /2'(Al 1 1/2- (7, i , r� ; r, -?1.1.14 � ) . 6 � , /. � 1 � 1 r� -)GPM It a� v�-.� �b><a<� SLEEVE �.r�.� �z�r�Y 'I ' / _: * •� ��`¢�cs � � SIS: r { � _ - -1 T__-�-� . VALVE Symbol 1.5" RPZ BACKFLOW PREVENTER IN PROTECTIVE Part Number Pressure COVER. VERIFY LOCATION INFIELD. Radius 5 O � 4). Rain Bird 10 -VAN 90 1804 -PRS RESTAURANT 30 a 10 4 a� SITE AREA = f1.13 AC Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 70 PARKING SPACES 0.45 - - 155 SEATS C 0 { F.F. = 541.25 6 -VAN J AVERAGE BUILDING HT. = 18.16' 6 1 MAX. BUILDING HT. = 25.00' { Rain Bird 6 -VAN 90 1804 -PRS SINGLE STORY 30 0.37 L -.J L _ (r= _ _. x i I! II A4 1 1/ 2' 4.16 GPM A�. Ii GPM NOTES IRRIGATION CONTROLLER To BE LOCATED HERE. ELEC. SERVICE BY GEN. CONTRACTOR. INSTALL CONTROLLER PER MANU. SPECIFICATIONS. In CONDUIT THROUGH BLDG. WALL FOR CONTROL WIRE BY GENERAL CONTRACTOR TO BE COORD. BY IRRIG.;`� CONTRACTOR. INSTALL IRRIGATION I' HEADS AT EDGE OF �! CURB. ADJUST SPACING AND NOZZLES AS k NEEDED TO PROVIDE PROPER COVERAGE. ii j A2 1 1/2- 22.19 /2'22.19 1 I I I � I I I I I I I I I I I I I I I I .INE J r GPM II A2 A3 1 w 25.72 GPM I '• SLEEVE ij I '� A3/ e� 0 THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE, FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE SYSTEM BY THE OWNER. CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW 45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND VOLUMES. IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COVYERAGE. FIELD ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIMPLIFY INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VALVES, ISOLATION VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REQUIRED. THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLAS71C LOCKABLE CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZONES AND SHRUB SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATION.. IRRIGATION CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN. PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDEFR WALKS, STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDUICE QUANTITY OF SLEEVING MATERIALS. WHEN INSTALLING IRRIGATION PIPE ALONG CURBS OR IIN ISLANDS, PLACE PIPE AS CLOSE TO CURB AS POSSIBLE TO ALLOW FOR PLANTING OF TREES AND SHRUBS. ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIIN DRY OF DIRECT SPRAY OR EXCESS WATER RUN-OFF. I.I.O 1 S: NONE NONE 030 -INCH LINEAR LENGTH OF WIRE, COILED OZ WATER PROOF CONNECTION (1 OF 2) O3 ID TAG ®REMOTE CONTROL VALVE: RAIN BIRD PES -B (OR APPROVED EQUAL) O8 VALVE BOX WITH COVER: 12 -INCH SIZE 96 FINISH GRADE/TOP OF MULCH 7 PVC SCH 80 NIPPLE (CLOSE) ®PVC SCH 40 ELL 99 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ®BRICK (1 OF 4) DPVC MAINLINE PIPE ©SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL SPVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER ®PVC LATERAL PIPE ®3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 1NISH GRADE/TOP OF MULCH 'OP -UP SPRAY SPRINKLER: RAIN BIRD 1804 (OR APPROVED EQUAL) )VC SCH 80 NIPPLE (LENGTH AS REQUIRED) 'VC SCH 40 ELL 'VC SCH 40 STREET ELL 'VC SCH 40 TEE OR ELL 'VC LATERAL PIPE 1nn i.o� 4' POP-UP SPRAY SPRINKLER 1 SCALE: NONE IRRIGATION LEGEND 4NT MATERIAL ISH GRADE/TOP OF MULCH P -UP SPRAY SPRINKLER: tAIN BIRD 1806 (OR APPROVED :QUAL) SCH 80 NIPPLE ;LENGTH AS REQUIRED) SCH 40 ELL SCH 40 STREET ELL SCH 40 TEE OR ELL LATERAL PIPE -1.OZ 6' POP-UP SPRAY SPRINKLER SCALE: NONE 1-1.04 : NONE O HYBRID CONTROLLER: RAIN BIRD ESP SERIES OUTDOOR WALL MOUNT (OR APPROVED EQUAL) 2O 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS 3� WIRES TO REMOTE CONTROL VALVES 4O JUNCTION BOX 5O 1 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY Quantity Symbol Description Part Number Pressure Flow Radius 5 O � 4). Rain Bird 10 -VAN 90 1804 -PRS 10 -VAN 30 0.75 10 4 a� { Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 30 0.45 4 3 C 0 { Rain Bird 6 -VAN 180 1804 -PRS 6 -VAN 30 0.6 6 1 { Rain Bird 6 -VAN 90 1804 -PRS 6 -VAN 30 0.37 6 9 12 Rain Bird 8H 1804 -PRS 8H 30 0.52 8 1 Rain Bird 8 -VAN 90 1804 -PRS 8 -VAN 30 0.72 8 2 d Rain Bird 1 O 1812 -PRS 10H 30 0.79 10 1 b Rain Bird 12H 1812 -PRS 12H 30 1.3 12 1 40P. Rain Bird 12 -VAN 180 1812 -PRS 12 -VAN 30 1.3 12 2 D Rain Bird 15EST 1812 -PRS 15EST 30 0.61 15 2 Rain Bird 15H 1812 -PRS 15H 30 1.85 15 1 Rain Bird 15Q 1812 -PRS 15Q 30 0.92 15 12 ® Rain Bird 15SST 1812 -PRS 15SST 30 1.21 30 2 � Rain Bird 18 -VAN 90 1812 -PRS 18 -VAN 30 1.33 18 19 `�, Rain Bird 6 -VAN 180 1812 -PRS 6 -VAN 30 0.6 6 3 `0' Rain Bird 6 -VAN 270 1812 -PRS 6 -VAN 30 1.1 6 6 46;� Rain Bird 6 -VAN 90 1812 -PRS 6 -VAN 30 0.37 6 7 B Rain Bird 8H 1812 -PRS 8H 30 0.52 8 1 e Rain Bird 8Q 1812 -PRS 8Q 30 0.26 8 2 Rain Bird 8 -VAN 180 1812 -PRS 8 -VAN 30 1.19 8 1 Rain Bird 8 -VAN 90 1812 -PRS 8 -VAN 30 0.72 8 4 e Rain Bird 3500 Series 0.75 5000 -S -PL -PC 0.75 45 0.77 17 9 ® Rain Bird 3500 Series 1.5 5000 -S -PL -PC 1.5 45 1.48 24 3 Rain Bird 3500 Series 2 5000 -S -PL -PC 2 45 1.93 27 1 ® 1 inch meter 1 ® Watts 909M1 - 1 1/2" 909M1 - 1 1/2- 7 Rain Bird 150 -PGA Globe 150 -PGA 1 ® Rain Bird ESP-8LX Plus ESP-8LX Plus 2 Q Rain Bird 44LRC 44LRC 6 ►t Nibco 1 1/2' isolation valve 1 Rain Bird WRS Sensor WRS Wireless Rain/Freeze Sensor 671.2 (ft) - - Class 200 1 1/2" 1380.13 (ft) Class 200 1" 55.38 (ft) I� r Schedule 40 2" 152.1 (ft) L,"�ri�` Schedule 40 3" 89.38 (ft) �,�rn�. ^ Schedule 40 4" 0 10 20 30 40 SCALE: 1"=20' P:2SJLL2005 1M '4 to AL EB 2006 E E BUBNffAL EB 2006Rilslf BUBI�iTAL BLDG DEPAfiium �frrAL :.... =,',I r:.! U0 to _j co c �C M_ O � M�� 0) � z C _M TZ) W �-- a� LL �MM CD 03 orf C 0 U ;Z to _j co In M_ a � z < _M TZ) W �-- a� Q CD orf tis PPOJE= RAVM 62 -12656W -00M- DO - 1 13 OF 15 z Q z n a � z < o TZ) W �-- a� Q CD orf tis PPOJE= RAVM 62 -12656W -00M- DO - 1 13 OF 15 Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions utilizing current Industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminalre may vary due to variation in electrical voltage, tolerance in lamps and other variable field conditions. a Luminaire Schedule Symbol Qty Label Arrangement Lumens LLE Description 2.93 Ulm 1.2 2.44 2 A D180 36000 11000 BE -301 -CLS 26'P❑LE 2' BASE -® 1 92.5 2 B SINGLE 36000 11000 BE -301 -EP -CLS -HSS 26' POLE 2' BASE 1.3 b.7 b.8 b.7 1.0 1.1 1.1 1.1 Statistical Area Summary Label Avg Max Min Avg/Min Max/Min MAIN LOT SUMMARY 2.93 4,6 1.2 2.44 3.83 1.6 1.6 1.8 1.7 1.7 1.4 1.4 93.6 1.3 1. 93, 93.1 93.2 °4.4 .8 93.9 93.6 93.4 93.4 92. 93. 93. 11 1 92.5 92.4 93.1 92.9 92.6 92.3 1.8 1.3 b.9 93.1 93.0 931 93.2 92.8 92.5 92.5 92.7 933 93.6 a 9 92.9 93.9 °4,2 92.8 93.1 .2 7 3 8 5 0 0 0 0 0 0 0 .0 .0 93,0t. 11.3 b, 93.8 93,6 93QK 9 92.2 1,5 . 24 .4 .5 92.1 92.1 1. 8 Y6.0 .0 92 19 93, 93, 5 93.3 93.0 92.7 92.3 1.6 1. 1. J6 .6 1.5 5.0 .0 93.2 93. 1 92.2 1 92.0 93,2 93.2 93.4 01 92.6 1.7 5.0.0 93,0 93.1 92.4 92.4 93,3 93.3 93.4 1.8 1.0 1.o b.91 1.1 1.2 1.2 1.1 b.0 0 93.1 93.E 93.6 93.7 b.8 931 92.9 9�,6 uiL b.7 b.7 b51 t 0 93.5 93. 14.5 93.9 14.1 b.k 93. .5 1.7 b5.1 1 93.3 93. °4.5 °4.4 93.4 93.5 a 92.8 .5 1.8 b.4 b.4 b.4 b.4 b.4 11.4 11.4 b, `6.2 b 1 b.3 b5.1 b. 93.2 93.4 tel 92,4 b.2 b.3 .3 .7 .1 .8 IL9 b.7 %I 1.8 Ti. b.2 b5.o 93.0 93.2 93.1 92.7 t3 921 1.9 .6 1.9 92 4 .0 X3.7 "..0 s 11.2 b 3 b 2 b, t3 t9 93.3 93.5 93.6 .5 92. 92.8 12 .0 92.1 926 .4 t.9 b.1 b.1 1!.0 b 2 1.7 t 1.5 92, 92.6 93,0 93,7 93.3 93.7 93.7 93.0 93.1 92,6 92.6 92,7 93.0 93,4 °4.0 4,4 .1 11.2 b 4 1.4 Ti92.9 b1 93,6 93.6 93.3 93.5 93.3 93.4 93.7 93.6 93.0 92.8 93.1 93,2 X2.5 93.0 92.1 b5.6 b 1.4 92. 93.6 92.9 93.1 93.8 93.4 93.6 1.3 1. 93, 93.1 93.2 °4.4 .8 93.9 93.6 93.4 93.4 92. 93. 93. 11 1 % 924 % %8 %3 93 93.2 c 93.7 93.6 93.5 93, 93. 92.5 93.6 °4.6 °4.5 93, 93. 92.6 93.7 93.9 °4.4 93. 93. % % % 9% 1.1, 92 1 19 92.5 b ` ,2 92.5 1.5 b5.4 b 7 92.3 X2.2 92.5 1.4 b5.3 b. 2 93.1 `i?,3 92.7 1.8 b5.4 b. .1 b � 11 . . 2 .5 .9 .1 .8 1 .5 .8 4.1 .3 .4 1.0 1.1, 92.5 92.8 93.0 tlil 93.2 93.1 93.0 931 93.2 92.8 92.5 92.5 92.7 933 93.6 a 11.2 b, b.9 1. 1.7 92.1 92.8 92.8 93.1 93.4 92.7 92.9 92.3 92.2 c.4 92.6 92.9 X3.5 `2.1 11.3 b, 11.8 A 1.L1.8 . 24 .4 .5 92.1 92.1 1. 8 .2 92.7 93.0 92.8 93.2 92.5 11.2 b.b.5 b, 1. 1. J6 .6 1.5 1 1.4 1 1. 5 .7 1 92.2 1 92.0 1.4 1.9 1.2 M.3 b. U b.5 1.0 1.o b.91 1.1 1.2 1.2 1.1 1.1 1.3 `6.7 b5.2 b. b.7 b.8 b.8 b.9 1.0 b.7 b.7 b.6 b 7 b.7 b.7 11.6 U b. b.k b.5 b5.1 b. b.4 b.4 b.4 b.4 b.4 b.4 11.4 11.4 b, i b.6 b.3 b5.1 b. b.2 b.3 b.3 b.2 b.2 b.2 b.2 b.3 b. Ti. b.2 b5.o b. ba b.2 b.2 ba b.1 b.l b,2 b 2 b, b.l b.1 b.1 b.1 b1 b1 b1 .0 b5.0 b. b.l ba U b1 U b. b.l b 1 b.1 b.1 b.0 5.o b.0 to b.0 b.o .0 b.0 b.0 b.0 b.0 b.0 b5.o b.0 USE, RETAIL .0 .0 .0 0 ZMA-01-20 PROFFERS Holly mead Town Center Area C July 25, 2003 TAX, MAP 32, Parcels 41D, 43A, 44, 45, 46 37.1 Acres Pursuant to Section 33.3 of the Albemarle County Code (the "Code!'), the owners, or their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area. C on the Application Plan, (defined below) comprising all or some of the above referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, onlyl prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 2003 ("Application Plan"). The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Development s Narrative, and the Code of Development's tables and appendices set forth in the attached Application Booklet, entitled Hollymead Town Center, Application Booklet, ZMA-01-20 (Area C)" The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustration: for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive-through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Us Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary storm water management and BM''s as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOTs acceptance as follow. A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to a new termini within Hollymead Town Center that is shown at the extension of the ZMA-01-020 Hollyrnead Town Canter Area C VDOT firture road improvement project of Airport Road, this will provide connection to Airport Road from Route 29 as previously proffered as part of ZMA- 9408. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one thru lane and one continuous right turn lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as part of the Area C site plan. Attachment E N0. B. Constriction of dual left tum lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard. The tum lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be signaled atthe intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right tum lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated and construct: i) a continuous through lane 500 -feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting at the right -in at the Northern boundary of TM 32 Parcel 41A to the right -in at the Southern entrance of Area C. E. Construction of one additional continuous right turn Northbound lane starting 1090 feet south of Timbetwood Boulevard at the location of the beginning of the tum and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard. F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constricted for acceptance by VDOT within one year of the first certificate of occupancy. in I BY ►f�_1IA Attachment E 11- ♦ 1 a —el The road improvements listed in proffer 2 A, 213, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner acid approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOT's acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management improvements and satisfactory completion of road improvements required for public safety, and signalization; but shall not include final activated signals which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOTs approval of an entrance permit at the Timberwood Boulevard intersection with Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision plat If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-01-020 Hollymead Town Center Area C Attachment E shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended fiends shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") establ i shed pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to connect to Berl niar Drive. Submitted as of the 250` day of July 2003, by: Post Office Land Trust Charles W. Hurt, Trustee By: Shirley L. Fis r, Trustee pEp W. PKWtGI: DMJ HOLLYMEAD TOWN CENTER AREA C. BLOCK 9 JLC FINAL SITE PLAN 7iRE• REUIIMED W. PROFFERS AND APPLICATION PLAN DW M NUMBER: RLE NAME DISCIPUN� SAM' QAIE: 204225.03 422503C-3. d wg CIVIL y. N/A N A 10/10/05 Drawing Path: R:\Drawing\26\12656\326\Xref—Raster\PROFERS.dwg REVISION NUMBER: 0 C-3 NUMBER: 15 OF 15