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HomeMy WebLinkAboutWPO200600062 Plan - Other (not approved) Final Site Plan and Comps. 2007-01-121 1 1 1 1 1 11 1 1 I H(:)LL"wYME.A.,LE) TO""'WN CENT ,R WHIM GIM aMWTrAL 13 FEB 2D06 AREA.-C B1.0cK 1 6 OMEEFM WIN aSKIIY1L E��� � � AL IlUn OrARRr W UMWffAL .ALBEMARLE COUNT7i VIRGINIA MAI CH 17) FINAL SITE PLAN 0i -w li SDP 2006-00016 I T ALBEMARLE COUNTY ENGINEERING 0 W ow GENERAL CONSTRUCTION NOTES FOR SITE PLANS 0 0 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A V ` "' o PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN MAY NOT ACCURATELY h° REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL 0 f�'3 GOVERN. 6ti �RVg �yRe 4y Epp 6.k7.,, ,Rr,n 2. ALL PAVING, DRAINAGE RELATED MATERIALS, AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND TABLE "A" - HOLLYMEAD TOWN CENTER AREA 11C" OVERALL USE TABULATION BLOCK �p STANDARDS of VDOT, UNLESS OTHERWISE NOTED. N 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN NUMBER OF DWELLINGS'��� AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. PROPOSED /APPROVED "' ```�� '' '\ a MAX. SQ. FOOTAGE MAX. DWELLING !' C,�%� %F 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 PERMITTED BY BLOCK PROPOSED /APPROVED TO UNITS PERMITTED BY SQUARE FOOTAGE TO (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE ✓ t s "`'- "';�l> �QrI 5. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY -- -- , BLOCK I 5396 55,000 ,► DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE eecc s U + . W�TE'FO o CHANNEL BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. _ I I BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIP - 11. f BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 VICINITY MAP E CLASS I SCALE: 1 "= 2(000' 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION BLOCK V NOT PERMITTED -- 42 50 INDUSTRY (29 CFR PART 1926). BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- Z BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- • N SITE DATA-. a� I I BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- OWNER /APPLICANT: BOB EVANS FARMS, INC. Q INDEX OF SHEETS 3776 SOUTH HIGH STREET 1D BLOCK IX 27,252 40,000 NOT PERMITTED -- COLUMBUS, OHIO 43207 TOTAL PHONE: (614) 491 -2225 FAX: (614) 492 -4990 PROPOSED 27,252 42 DRAWING N0. SHEET NO. 111TLE SQ. FT. CO 1 OF 19 TITLES SHEET ENGINEER: MS CONSULTANTS, INC. MAX. SQUARE 275,000 MAX. DWELLING UNITS 120 2221 SCHROCK ROAD FOOTAGE FOR AREA C FOR AREA C COLUMBUS, OHIO 43229 -1547 Cl 2 OF 19 SITES IMPROVEMENT PLAN PHQNE: (614) 898 -7100 FAX: (614) 898 -7570 I I SQUARE F GORGE 247,7,}8 REMAINING DWELLING UNITS FOR AREA C C1.1 3 OF 19 AC(CESS DRIVE LAYOUT SOURCE OF TOPOGRAPHY: RIVANNA ENGINEERING AND SURVEYING, PLC AND AREA C SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. C1.2 4 OF 19 SITEE PAVING, SIDEWALK DETAILS AND NOTES COUNTY, STATE: ALBEMARLE COUNTY, VA. MAGISTERIAL DISTRICT: RIO C1.3 5 OF 19 LIGIiHT BASE, HANDICAP DETAILS AND NOTES TAX MAP REFERENCE: TM 32 P 41D4 ZONING: PD -MC; PLANNED DEVELOPMENT 0 C2 6 OF 19 SITES GRADING PLAN FLOOD ZONING: 'C,' NOT LOCATED WITHING 100 -YEAR FLOOD Z PLANE LIMITS AS SHOWN ON THE OFFICIAL C2.1 7 OF 19 ACCESS DRIVE GRADING PLAN FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY. QLi I I YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH D TABLE "B" - HOLLYMEAD TOWN CENTER C2.2 8 OF 19 STCORM SEWER PLAN ZMA 01 -20 .(AREA C) APPLICATION w AREA "C" OVERALL PARKING TABULATION PLAN AND PROFFER #1 O _ C2.3 9 OF 19 STCORM SEWER PROFILES BUFFER ZONE: N/A w CO BLOCK DUB F� PARKINGQS�A TOTAL NET SPAADCING APPROVALS DATE MAXIMUM STRUCTURE HEIGHT: 1 STORY PER ZMA 01 -20 /S. RATIO REQ. PROVIDED ES 5,396 4.5 PER 24 57 +33 N/A DEPARTMENT OF COMMUNITY DEVELOPMENT C2.4 10 OF 19 DR)AINAGE AND BACKFILL DETAILS (AREA C) CODE OF DEVELOPMENT W I 1000 GSF / EXISTING USE: VACANT Q II PLANNER/ZONING C2.5 11 OF 19 EROSION AND SEDIMENT CONTROL PLAN PROPOSED USE: COMMERCIAL/RESTAURANT 1 I ENGINEER WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA III C2.6 12 OF 19 ER(OSION AND SEDIMENT CONTROL PLAN INSPECTIONS RESERVOIR WATERSHED: NONE IV WATER SUPPLY PROTECTION AREA: NONE ARB C2.7 13 OF 19 SEI DIMENT CONTROL NOTES SITE AREA: 1.13 ACRES ��t►�" =H OF y� V = 42DU 125/DU 95 183 +88 N/A DEPARTMENT OF FIRE RESCUE BUILDING AREA: 5,396 GSF C3 14 OF 19 SITIE UTILITIES PLAN BUILDING CONSTRUCTION (IBC): TYPE 5B `TI ALBEMARLE COUNTY SERVICE AUTHORITY USE GROUP (IBC): A2 u ROBERT R. NEEDHAM a VIRGINIA DEPARTMENT OF TRANSPORTATION L1 15 OF 19 LAMDSCAPE PLAN APPROX. No. EMPLOYEES: 21 LIC. NO. 0926 VII IMPERVIOUS AREA: 0.89 AC. 1 1 VIII HEALTH DEPARTMENT PERVIOUS AREA: 0.24 AC L2 16 OF 19 OVNERALL LANDSCAPE PLAN N PARKING REQUIRED: 24 SPACES (4.5 PER 1,000 GSF) SEE TABLE 'B' S�ONAI, IX 27252 4.5 PER 123 243 +120 4 PARKING PROVIDED: 57 INCLUDING 3 HANDICAP OF WHICH 1 IS VAN ACCESSIBLE MS PROJECT ��0 1000 GSF 11 17 OF 19 IRRIGATION PLAN LOADING SPACES PROVIDED: 0 62- 12656-00-M .: TOTAL 232 482 +240 4 PARKING /CIRCULATION AREA: 0.76 ACRES 18 OF 19 LIGHTING PLAN IMPERVIOUS COVER: 0.89 ACRES DO-W26 OPEN SPACE: 0.24 ACRES 19 OF 19 PROFFERS AND APPLICATION PLAN RESUBMITTED ENG 01/12/07 RESUBMITTED ENG /P &Z 12/19/06 CO I I RESUBMITTED P &Z 09/06/06 i OF 19 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 ii ao ESMT n EX SAN EX SAN - ESMT ESM ESMESMT ESMT EX GAS EX GAS EX GAS EX GAS �n' uni iTti FeSFNFNT EX W EX W ESMT ESMT• H ESM DB 2573-405 WV EX. SIDEWALK I L �- - - - - - - Curve Radius Tangent Length 1 Delta 1 Chord Chord Bear. C1 SEE DETAIL A /C1.3. 115.00' 3. 3-7.03' 71.65' 35'41'59" 70.50' NO2'1VON wn TARGET CORPORATION DB 2678 -264 DB 2789 -125 ZONED: PD -MC USE: RETAIL 20' SAN. SEWER EASEMENT DB 2916 -22 DB 2789 -125 DB 2678 -415 is s x� 6 +N z i i 389 I I EX. EDP " t SITE .� HOLLY N VICINITY MAP NOT TO SCALE O KEYED NOTES O 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. (10 %) FREEZER /COOLER = 286 S.F. 0.007 AC. (0.6V 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. (21 X) 1. BE -44 BUILDING SIGNS - VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP X PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. W SEE DETAIL A /C1.3. w 3. PAINTED YELLOW STRIPING (TYPICAL). 13 FES 2006 4. W II N ELEVATIONS, SEE DETAIL C /C1.3. -1 I W Q 6. CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTILITY SPECIFICATIONS. cd LL = 7 h 7. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D /C1.3. c 4 ASSEMBLY NO.: BE- 201 - DLS -X, FIXTURE TYPE: P16B -SH10. LLI 8. INSTALL 4" SQ. CONCRETE FILLED STEEL POST WITH RUBBER BUMPER AND HOLDER. -1 x TOP OF POST AT 2' -10" ABOVE FINISHED FLOOR. STOP DOOR AT 90' POSITION. w 1 II I W z 9. � 20' SAN. SEWER EASEMENT DB 2916 -22 DB 2789 -125 DB 2678 -415 is s x� 6 +N z i i 389 I I EX. EDP " t SITE .� HOLLY N VICINITY MAP NOT TO SCALE O KEYED NOTES O 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. (10 %) FREEZER /COOLER = 286 S.F. 0.007 AC. (0.6V 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. (21 X) 1. BE -44 BUILDING SIGNS - VERIFY SIZE 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 /C1.3. ASSEMBLY NO.: BE- 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, ANND 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. SOD/LANDSCAPE li BOB EVANS RESTAURANT 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) I1 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 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. N SEE DETAIL A /C1.3. w 3. PAINTED YELLOW STRIPING (TYPICAL). 13 FES 2006 4. ASPHALT HANDICAP RAMP. WARP ASPHALT UP TO TOP OF CURB, SEE SHEET C2 FOR ELEVATIONS, SEE DETAIL C /C1.3. -1 5. CONCRETE RAMP TO SERVICE DOOR, SEE DETAIL G/01.2. FLAIR SIDE MAXIMUM 1:10. Q 6. CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTILITY SPECIFICATIONS. cd LL = 7 h 7. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D /C1.3. c 4 ASSEMBLY NO.: BE- 201 - DLS -X, FIXTURE TYPE: P16B -SH10. LLI 8. INSTALL 4" SQ. CONCRETE FILLED STEEL POST WITH RUBBER BUMPER AND HOLDER. -1 TOP OF POST AT 2' -10" ABOVE FINISHED FLOOR. STOP DOOR AT 90' POSITION. O z 9. � HANDICAP PARKING SYMBOL, SEE DETAIL B /C1.3. 10. 30' FLAGPOLE, 8' x 12' FLAG SIZE, AND CONCRETE PAD. SEE DETAILS J /C1.2 AND K /C1.2. W ° C� 11. TAPER LAST 10 FEET OF NEW CURB TO MEET AND MATCH CONFIGURATION AND ELEVATION OF ma EXISTING ADJOINING CURB OR PAVEMENT. L J 12. TRASH ENCLOSURE, SEE SHEET T -1.0 FOR DETAILS 1/T --1.0 THRU 9/T -1.0. Q 13. "CARRY HOME KITCHEN" BUILDING SIGN. VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. N Z 14. HANDICAP PARKING SIGN WITH "VAN ACCESSIBLE" AND FINE SIGN. SEE DETAIL A /C1.3. Lij 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 a HOME KITCHEN' PARKING SIGNS. POSTS TO BE BURIED 3' DEEP IN AN 8" DIAMETER CONCRETE BASE. 'CARRY r)001 HOME KITCHEN' PARKING SIGNS SHALL BE PROVIDED BY BOB EVANS. GENERAL CONTRACTOR TO COORDINATE O 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 /C1.3. ASSEMBLY NO.: BE- 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, ANND 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. SOD/LANDSCAPE li BOB EVANS RESTAURANT 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) I1 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 N co w h ENO SM MOWAL 13 Fm mm 13 FES 2006 WN&M WAM MW SUNWAL 28 JILL 2005 111111D4 OPAMIMI W OUNWAL V L 'C G w o a C � cd LL = 7 h c 4 G p 0 L J Q 0 Z Q a. !i W a D O a. W M O w F_ MB PROJECr NU MISM 62-12656 -00-M DO -0326 ci 2OF19 1 I rz DOWEL HOLES PRE - DRILLED S -0" O.C. R so ao EXPANSION JOINTS 20' -0" O.C. MAX. CONTROL JOINTS 10' -0" O.C. 3 1/2- 3" 4" :a ASPHALTIC CONCRETE PROVIDE BOB EVANS REPRESENTATIVE WITH PROFILE FOR APPROVAL PRIOR TO CONSTRUCTION A EKrkC u Dk;jj 1.2 NOT TO SCALE I I SEE SHEET C1 io Ito 0 1n O w Ii) W RO CONCRETE SIDEWALK, - SEE DETAIL E /C1.1 ALUMINUM "ADMIRN " FLAGPOLE WITH #31 DURANODIC BRONZE I I ANODIZED FINISH CO ADJACENT CONCRETE WAL 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 I SHIMS PROVIDED BY N GENERAL CONTRACTOR NOTE: INCLUDE ONE NYU FLAG. COORDINATE SIZE BOB EVANS REPRESENTK.., io SEE SITE PLAN FOR DIMENSIONS SLOPE 2% MAX. �I1 1 r ,�_`0- • 1 • . • . �. n SIDEWALK SECTION C1.2 NOT TO SCALE �bOLED JOINTS AT 6" O.C. a ° a 1 /8" W x V2" D. 4 d d ° d d CONCRETE DUMPSTER PAQ° .a e n ° 4 0 4 ° . �. °. 4 °. 'd •O 4 Q A: a ° c ° A °. ° 4 �.' .d °O 4 ° ° d A d a 6' -O" G DELIVERY RAMP C 1.2 NOT TO SCALE L B L K WLAGPOLE 1.2 NOT TO SCALE STANDARD FOUNDATION DIMENSIONS FUGPOLE HEIGHT TUBE LENGTH A JBICID �f '4t1 30' 36" 36' 3G" 36' 6e SITE PAVING NOTES 1. PAVING BASE MATERIAL AND COMPACTION REQUIREMENTS ARE EQUAL TO STATE HIGHWAY SPECIFICATIONS. 2. DO NOT INSTALL PAVEMENT UNTIL ALL UTIUTY STRUCTURES ARE ADJUSTED TO BE FLUSH WITH FINAL PAVEMENT ELEVATION (IE. CLEAN OUT COVERS, CATCH BASIN LIDS, MANHOLE LIDS, ETC.) (2) 1 1/2" LA ASPHALTIC CONC VERIFY WITH SOILS RE It TOPSOIL (TYPICAL LANDSCAPE AREA) 4" COMPACTED GRAVEL. (NO VAPOR BARRIER) rc-'N\PAVING DETAIL C1.2 NOT TO SCALE SEE SITE PLAN FOR DIMENSIONS 1 1/2" SM -9.OA ASPHALT CONCRETE, VDOT ITEM 210 3" BM -25.0 ASPHALT CONCRETE, VDOT ITEM 210 7 1/2" 21B AGGREGATE MATERIAL, VDOT ITEM 208 E SID EW LK SECTION C1.2 NOT ' TO SCALE 4" CONCRETE WALK WITH 6X6- Wi.4/W14 W.W.F. - BROOM FINISH WALK DIM. PER SITE PLAN CONCRETE RAMP TAPER BOTH SIDES (G /C1.1) 1/2- EXPANSION JOINT WITH BEAD -- .I cases p.eeet r sr- Ie � • 1 1 .. �-. AP AP AP lar -0 MMAWLM L�1:• -. •.�• .• a 1111 ©I to ® 1 1 • z CURB SECTION C1.2 NOT TO SCALE TAM Wm mw be p usuf er.eeel t omm . ' �o 1 'r" ' TltbarbloaareeedwlrR.deelgrePeed M40MPIfarleteeRRetolhlgARepeald dote: Ouib hovYg a rsdue af30OfR M low C �f '4t1 4tlMPNaWsbldewlopederbatatd )eta4"ab .face ofau6Dsilglwpldforarodlel• ;;... epee, v The depth of obese be fedeoeda�,!�hsm s" •)I :, L• .:+i�' e.r. OSdepMda MaaosN asaweh a tlill"�e11�1 C :.; . �`t..',,, . LL sn arla that tM •la"om of euA nql eabtelde 111 t Nn top of a own of ft pavement euhgrRCltne.ONerstMe tlndpwitriebbew." le• ACCEPTAKE .ALTOWT6 � ffo►e a ami None i N dtoip% I•oancATloll• o STA14DARD 6 • CURB VIRGINIA OF.PARTUENT TRAM PO�RTATpp 201AI 7 7 ° 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 696 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 /C1.2. 4" CONCRETE WALK (LIGHT BROOM FINISH) WITH 6x6- W1.4xWI.4 W.W.F. 114" 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. SLL bl't(. NUM IUM SOIL 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 10' -0" 5' -0" C 5' -0" 4" THICK CONCRETE, 7-147- A •. SEE DETAIL E/C1.2 N ° Q .d a. CONTROL JOINT 1" DEEP O ° °• ° - ° uj FOUNDATION SEE a IV." DETAIL K /012 N ° °. ° ° d d ° .d a FLAGPOLE ° ° SIDEWALK ° ° J NW GPOLE BASE C1.2 NOT TO SCALE T 1 TO SCALE When this ssw mil It to be fed into edstinq bonier a fb,1M haniitio n is fo benade wAAtn Id or 10 cboege In etonder'is am" aI regular This arb shM he used when design speed is Wmw the" 40 Won Rurct hWwms and 45. MPH In developed Urban and Saburbon areas. STANDARD 4" CURB VIRGINIA DEPARTMENT Of TRANSPORTATION NOTES TAio hem molt be precast or acct N pace. Concrete to be Class A3 If cost in Otoce, 4000 PSI If pteood. Cerb Anviaq o radio of 300 ft. or Mss (along ace of txwb) will be poW fa as fadfal curb. TAe depth of crab mbY b nduoed *I.- arsh deph)w NCrtoeed a eeaaAes �flf deptltl Mader" tAe too ►tom of curb oil OoinNde witA =she top of a course of the pouenrent sub0nfelure. Iss the depth is aloe lee shown. No allustnMnl in Mo price bid is to be nods far a deaeose or an Incrsaa 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. 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 ARE TAKEN FROM A SITE SURVEY, 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. 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 REQUIREMENT'S 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 02200. 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 UTIL17Y 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. RESUBMITTED ENG /P &Z 12/19/06 RESUBMITTED P &Z 09/06/06 DATE SUBMITTED 02/13/06 ff • V w C w }0 C C LL it C o 0 V .S 0 E E s a s N 0 Z Q�co D o lesse- J D Y J o� D a N z °w Q Oaf 0. Do � co r / 1 •C C1.2 4 OF 19 i NANOICMPm SIGNS PROVIDED BY GENERAL ACTUAL STRIPING AND ARRANGEMENT CONTRACTOR, PER LOCAL MAY DIFFER, SEE SITE PLAN SHEET Cl REQUIREMENTS BOLT TO STEEL POST HANDICAPPED FOR PROPER LAYOUT. I ( R PARKING � '$50 to $300 FINE' SIGN 1 1 1 1 1 1 1 1 1 :A ING CONCRETE FINE �,�N 'VAN ACCESSIBLE" SIGN r- HANDICAP PARKING SIGN, SEE DETAIL A /C1.2 ZOMp 811E e1GY. BE ACCESSIBLE AS NOTED ON SITE PLAN 2" AND 6" + (MOUNT IN SIDEWALK) 13 FHB 2006 e�E r� 13 FM 2006 0 60 PAINTED 20 DIAMETER SCHEDULE 40 STEEL TAPER ASPHALT TO BE z I SOW PIPE, PAINTED P -8 STRIPING FLUSH WITH CONCRETE WALK AT TOP'TM M��� N 25�20� 0 6` DIAMETER SCHEDULE 40 STEEL PIPE, 4' -3" as I 0 o PAINTED P -S . PARKING d d ° BD Dw_ M CONCRETE SIDEWALK ACCESSIBILITY SYMBOL PROPORTIONING GUIDE del! c�„gd ° -� • • . }, PAINTED ON PAVEMENT ...:.... 6" DIAMETER POST IN 12' � � N DIAMETER CONCRETE \ \ FOOTING * TO BE BLUE IN COLOR, UNLESS OTHERWISE SPECIFIED . . .....•.•.• /��\ ��\ i 1 \ \ I�J : / / \/ HQIEL C HANDICAP SIGN MOUNTING HEIGHT PER LOCAL CODE AND INSTALLATION PER LOCAL M PAINTED SYMBOL. SEE DETAIL B /C1.2 .� w 0 REQUIREMENTS 3" 3" B HANDICAP SYMBOL -�-' C1.3 NOT TO SCALE ao cd rA' HANDICAP SIGN rF`NHANDICAP RAMP 75 C1.3 NOT TO SCALE C1.3 NOT TO SCALE m g� W �6 1 1 0 SITE ELECTRICAL NOTES 1. EACH LIGHT CIRCUIT SHALL HAVE HOME RUN CONDUIT TO SWITCHGEAR. I I 2. FINAL ADJUSTMENTS OF SITE LIGHT ANGLES AND DIRECTIONS ARE TO BE MADE AFTER DARK, AVOID INTERFERENCE ' � WITH TRAFFIC OR ADJACENT PROPERTY, PER SATISFAC11ON OF BOB EVANS REPRESENTATIVE. 3. ALL SITE UGH11NG 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. 5. SITE SIGN CONDUIT SHALL BE 1 -1/2" DIRECT TO SWITCHGEAR. INCLUDE GROUND WIRE IN CONDUIT AND SEPARATE M GROUND ROD AT FOUNDATION FOR POLE. $ N � CO < � 10 NON— SHRINK GROUT POLE AND ANCHOR W BOLTS BY ELECTRICAL CHAMFER 1' AT 45' TYP. CONTRACTOR d J Q;� z 1' x 12" x 12' STEEL BASE II I J' I "' cl PLATE WITH (4) 314 DIA. x . LONG ANCHOR BOLTS Il< 1: °. }' Q Z 1 1 I l ' ° " WITH 40E LONG ° HOOKS " • I I I S DO t0 NOT OVER DIG d ,II N 4 FOUNDATION I I I aI l ° II 4 'a _ 0 CO m :il v I: l i.l a 1 1 ' v CONDUIT BY ELECTRICAL CONTRACTOR CL cl 41 \ \ Z \/ a 24' DIAMETER CONCRETE 0 a PIER WITH (4) #7 REBARS a • d UPRIGHT AND #3 TIES AT Q T Z : a ° / / / \// M 12 O.C. VERTICAL M♦� w 2,_D" W m DIAMETER SECTIO O 0 J 4 5/8" 1 1' -2 3/4" 4 5/J3" ° #3 TIES AT 12' a . O.C. VERTICALLY v ° d d d. ° 4 REARRS B 1 1 UPRIGHT (TYPICAL) CLEAR SPACE N IM8 PFI kmw 62- 12656 -00-DD DO -0426 rD-**'\SITE LIGHT BASE C 1.3 NOT TO SCALE RESUBMITTED ENG /P &Z RESUBMITTED P &Z 12/19/06 09/06/06 c1.3 1 1 DATE SUBMITTED 02/13/06 5 OF 19 I I li O I 1 11 F I� H / <v u� I 1 I I 1 I HOLLYMEAD TOWNCENTER BLOCK C1 �; I•- /• 1: 1• i� ri.� ��,�• ;r�•1t X11 •,�.i'% 1'' +r ZONED: ACRES 'PD-MC USE: UNDEVELOPED ►•i1 ����iq i� +i �I•• I•, Iii11,�.�N'Iirr•I• II�.���i +7i�ir, i 11 I•i1.r.i� r • • /•�'LJ� ++: ._•t'•.:� /1'�...i�rC •1b�.�.•�•11�1 ..:' _ ��.��.7�' 1 d ,r +!.��I1�' °� 1�.��i., I•/ / 1 ,1 r i IMAM Ilk Qom! °� �; � ��♦ NEW $47 ACRES UNDEVELOPED' . ,Iii:' ' , - . �►, 1 _ _ 1 1 Cu.SaCJ 1 I I I 1 1 I I I I I I I -�-- EX SAN I I I I i GAS EX W DROP INLET \ GRATE - 540.00 15• INV. (SE) - 537. \ 150 INV. (NE) - 537.1 \ I I� 117 541.75 542.90 H.P. o / ul AREA �R\AI GRA - 540.40 6• V. 537. c� SITE AREA f 13 AC ' ' 1'55 SEATSg� ..' CA \ F.F. \ - 541.: \ i t.101• \1VERAGE BUILDING HT. - 8.16' 540 1�AX. BUILDING HT. - 25. \ SINGLE IrORY \ 25 • 541. 541.00 I 1 \ �4l » -- skim M 1, I Q N W t� NYC W Q N W N W ! I � I / \ I \� I � f � I � I � I 1 � \ I \ I I \ I 1 \ 1 ` � 1 I I 1 \ i � 1 1 1 I I I 3 540.20 1 U I si .65 /\ 540.60 .15 I 541.30 297r 15• STY • k.. .30 I I I is 1 N I i h .95 541.15 \ 1 \ I 540.45 540.65 I 540. 70 I 1 1 I W 540.20 I i DROP INLET to II GRATE - 540.20 ' I 54259 54Z� I I 15 INV. - 537.70 8 I I II 1 I / h %226 ( I het I NEW h � t s 541.50 I I I ( s.00' t. // 3 1.40 I \� A H.P 541.25 I 542.80 542.38 � I � 540.75 542 541.80 05 k I S/ I I I EX. 8• PVC N EX F EX S EX 541.50 541.00 I I 00, EX SA 543, 541.00 I X 65 I I \ I I X65 541.50 /Q50 .75 541170 I \ 15�'' / 1' / 541.25 54.20 I 5543.eo I y] 60 / 541. 7.. 541 loll / I i EX. EDP \ 543.95 H.P. \ 1 \ i •' � I \ 543. EX GAS G / E AS i EX GAS i GAS EX GAS JjI.E IRON \ 5.0% W I II WV 545.00 PR E.O.P. / I 545.16 �EX. (CURB � I I I \ TMP 32-4-3B I I \ TARGET CORPRIA DB 2678 -264 / I DB 2789 -125 _ _ - - - ZONED: PD -MC EX. SIDEWALK �-- - - USE: RETAIL I EX. LIGHT POLE Q W z� a: FE W ° V oc N w 0 1� 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 Z too PROPOSED CONTOUR J EXISTING CONTOUR toa5o Z PROPOSED ELEVATION - TOP OF CURB 100.00 snonor 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) 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 'l • tf �• f - f - - f 77 W { 11: Ole •- t ai C 91 cd 2 's p o') m 1 as O V 0 E 2. M p o a� �11�11� C2 6 OF 19 Z J O 0. Z a snonor O X01 a: � �11�11� C2 6 OF 19 . I P to II� I© �e / / Ek CUR 546.21 -- \ 545.71 Ex. 548.15 Ex. 550.001 \ EX. CURB - 43.50 \ \\ \ 11 \ o I 54z10 wo /// X. \ \ I X, 1 I I I I 1 \ \ I I \ II I I I II i II 544.95 1 I I I I 545.80 I b I \ \\/ w l I I I li I I II li I i r I I l l � i i i I i I 1544.75 1 I /aa I I I I I I I \ 541.90 PR. 0.-P / \ \ 54280 \\ \ _ - - - - 541.00 541. 40 , \ 41.10 ` - 539.80 - - = - - - - 540.90 540.30 j - - - - -- - I 541.64 S£9 I - - - - -- - - - - - - - - �� I I 1 - - - - - - 541.60 - - \ \ I \ \ \ 541.10 -- \ CENJE -- - 541.25 LOCK Cl - - - - 24 - 540.75 L - H.P iD5_- -- - -- 541 54C \ \ \ 1 \ \ -147 ACRES _ 542. 55 ZONED- 54195 541.05 USE: UNDEVELOPED' 11 \\ \\ \ \\ \\ I 11 11 \\ \\ \\ I I 1 \ \ \ \ \ \ \ N 1 1 \ X, \ \ \ \ I R y 540.65 \� � � X, 541.75 I \ \ \ \ . \ 5azso 1 \ 1 \ \ \\ X, \ d / a 2.9% 541.30 1 \ \ I I I I 542131 54259 541.80 54226 \ 1 \\ I 1 I I I 1 I 42.90 h \ I I I I I � I 1 \ I I 1 \ 1 I I I 54280 54238 I I \ I I 1 1 I I I I �, 54205 Ldp I y EX. 8" PVC N EX SAN =/543. EX SAN --------------- r- EX SAN / 5!W6. 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 EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB 100.00 1 PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT 4M MAJOR FLOOD ROUTE ARROW om WASHED STONE 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS BEFORE YOU DIG TO 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 -mm©mu i - FYI • w c �o $w LL 't0) o1 as 0 0 E a � N d ow Z � N • ■ U Z 0. Z 0 � Q � 65 co O W ( 1p occ: � W Do 0 Q M8 PROJJE�C.T /M*A*R 62-12 WSW -M DO -0326 C2.1 7OF19 I I I Em C NH V m = II Y GAS �> r� 541 _1­0 ACRES Il jAloi'iTW)I��ilni�li i��ll��i Wlili�I�U7�ilili�Vi�� /tili�iy rrli iIW� r�y,,yy I UNDEVELOPED' 1 , 26.6' �vl OF WIN - A,.� 5 .I, ■- ,tee 1 . Y c +.. ®' ����a ilk��fi;ii(.�j�i��i ial?'4 �! {y�t�,� �• Rt IaGu�" �b �' "un"C}791' {t uu,.,■ ■�i�,� ,f♦1 � Z Pfi�r ".rni[1}��,6�}� fi�F.R9' IR.'C a'$� S:7rc r (([w��rni "pAf'tt`riifi }u2 �1+ © © �:1`a • �1 • ,.' �`�� �' w� {�yi`S} r+k, i}}ir}i C$j!1iy5F;4z ggq�y1L. n���[n�./:�� 1',' 1'1 1 1 IQTji ®� �� �\ w µ }53�iff1(� }k}.t$e,'.R"y;�`� }(I. \•iiGL�1 GRATE = 540.00 f�i lttrt iKFil`l 1 1 `i'P}Sfi}'Su4 S4O EX W 540'20 I ( i DROP INLET / 542131 ^� GRATE S'A NV =5 37.70 p 54259 54, BD A=23 36 SF I , ' b° 42.90 I ha /�k 542.26 641.50 ° Z0.5 1 AC ( i A =488 ,/ SI_ z C- .90 =0.1 I� --O c�� IN I' / 41.so ���\M H.P Cj�V.9�/ / 3 41.40 \ r 541.25 4 542-80 54238 I I / 540.75 �`.= 9 fl N 541.80 / j��� " 542 05 �A• ,� I 541.30 I / SO 41.50 \ I � I 1 San I \ 1 I ; 'l\ 1 \ I 1 1 II II II II i I I ; �I I / J EX. 8" PVC EX N EX SA EX SA 1 / 541.50 541.OD 541.00 I I X N EX SAN 543 F I I 5 65 I � I 543.65 G 541.50, / / I 541 0 / /I \ 543.15 5 15a 1.00 / 541.75 / / 541.25 54.20 I I/ 544.30 .096 I W =43.80 5 / / 541.3 a / 541 539 / , I\ a 543.60 H �r 540.8 I EX. EDP --v J� \ H.P. \ 543.95 \\ I 543.4 \ \ / - I .75 I- -- -- \ I I o \ 25 1 \ o m � EX GAS G E AS EX GAS �- E9( GAS EX GAS I 1 0 \ 5.OX / I I I I w 1VV PR EO.P. FH / -EX.: CURB I > I \ TMP 32-4�38 TARGET CORPORATION DB 2678 -264 / II DS 2789 -125 ZONED: PD -MC EX. SIDEWALI( - - - -- USE: RETAIL I \ \ \ \ I I I I EX. LIGHT POLE Q I O o v N CD E 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. 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 FOUNDA710N WALL, SEE DETAIL E /C2.4. TlE DRAIN INTO NEAREST STORM STRUCTURE. SEE SHEET S -1.0 FOR EXTENTS OF FOUNDATION DRAIN AROUND BUILDING. 8. 6" STORM CONDUIT AT 1.007 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 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 /C2.4. (C) 6" STORM CONDUIT IS P.V.C. SDR -35. (D) 15" STORM CONDUIT IS ADS N -12, SMOOTH INTERIOR HOPE 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) CONTRAC2.4 AND G/C2.CTOR SHALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/. LEGEND DESCRIPTION LENGTH RIM 100 / - - - too - - - EXISTING CONTOUR too.5o z I 100.00 IN PROPOSED ELEVATION - PAVEMENT x PROPOSED ELEVATION - PAVEMENT *0 MAJOR FLOOD ROUTE ARROW Em w I 1 531.00 NA EXISTING 36" � PIPE HOLLYMEAD TOWNCENTER DI -1 w 540.00 537.27 BLOCK Cl 0.62 15" PIPE I DI -1 LOT B 540.20 NA _ 1 TMP 32 -41D3 DB 2916 -22, DB 2672 -727, DB \ 1661 -116 I EX. STM. STRUCTURE 9 1.74 ACRES z / / J ! \ ` ADJUST GRAZE TO = 539.75 USE: UNDEVELOPED x - EX. 36" INV. (E) = 531.00 w - - - - -- - - - - -- _ I PR. 15" INV. (SW) = 536.45 - -\ - - - -- �' - r� OU1LiT \ PR. W6 INV. = 529,4\1 \ \ EXTEND%ISUNG PIPE AND \ W 'Vi ` -- - PROVIDE F{EADWALL ` - - 1 c P � � \ \ \ AX WAIL HBG iT�7- 125' \ -V,;= 5237/4' - - 539.80 - -- - - - - -- 541.40 \ \ \ \ >�� 52 529 531 -� / _ - -- _ - -� 540.90 - \ % j� ; - -- - - - -- -- i /LZ9ii5y0 _532 533 ____ j531 -_ -- - 9CS 541.64 - - 1 . -�f�- - - - - -- -- - - - - -- - -- - - - 541.60 --" � - 537 538 � x - - - - - - - 541.10 539 540 GAS �> r� 541 _1­0 ACRES Il jAloi'iTW)I��ilni�li i��ll��i Wlili�I�U7�ilili�Vi�� /tili�iy rrli iIW� r�y,,yy I UNDEVELOPED' 1 , 26.6' �vl OF WIN - A,.� 5 .I, ■- ,tee 1 . Y c +.. ®' ����a ilk��fi;ii(.�j�i��i ial?'4 �! {y�t�,� �• Rt IaGu�" �b �' "un"C}791' {t uu,.,■ ■�i�,� ,f♦1 � Z Pfi�r ".rni[1}��,6�}� fi�F.R9' IR.'C a'$� S:7rc r (([w��rni "pAf'tt`riifi }u2 �1+ © © �:1`a • �1 • ,.' �`�� �' w� {�yi`S} r+k, i}}ir}i C$j!1iy5F;4z ggq�y1L. n���[n�./:�� 1',' 1'1 1 1 IQTji ®� �� �\ w µ }53�iff1(� }k}.t$e,'.R"y;�`� }(I. \•iiGL�1 GRATE = 540.00 f�i lttrt iKFil`l 1 1 `i'P}Sfi}'Su4 S4O EX W 540'20 I ( i DROP INLET / 542131 ^� GRATE S'A NV =5 37.70 p 54259 54, BD A=23 36 SF I , ' b° 42.90 I ha /�k 542.26 641.50 ° Z0.5 1 AC ( i A =488 ,/ SI_ z C- .90 =0.1 I� --O c�� IN I' / 41.so ���\M H.P Cj�V.9�/ / 3 41.40 \ r 541.25 4 542-80 54238 I I / 540.75 �`.= 9 fl N 541.80 / j��� " 542 05 �A• ,� I 541.30 I / SO 41.50 \ I � I 1 San I \ 1 I ; 'l\ 1 \ I 1 1 II II II II i I I ; �I I / J EX. 8" PVC EX N EX SA EX SA 1 / 541.50 541.OD 541.00 I I X N EX SAN 543 F I I 5 65 I � I 543.65 G 541.50, / / I 541 0 / /I \ 543.15 5 15a 1.00 / 541.75 / / 541.25 54.20 I I/ 544.30 .096 I W =43.80 5 / / 541.3 a / 541 539 / , I\ a 543.60 H �r 540.8 I EX. EDP --v J� \ H.P. \ 543.95 \\ I 543.4 \ \ / - I .75 I- -- -- \ I I o \ 25 1 \ o m � EX GAS G E AS EX GAS �- E9( GAS EX GAS I 1 0 \ 5.OX / I I I I w 1VV PR EO.P. FH / -EX.: CURB I > I \ TMP 32-4�38 TARGET CORPORATION DB 2678 -264 / II DS 2789 -125 ZONED: PD -MC EX. SIDEWALI( - - - -- USE: RETAIL I \ \ \ \ I I I I EX. LIGHT POLE Q I O o v N CD E 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. 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 FOUNDA710N WALL, SEE DETAIL E /C2.4. TlE DRAIN INTO NEAREST STORM STRUCTURE. SEE SHEET S -1.0 FOR EXTENTS OF FOUNDATION DRAIN AROUND BUILDING. 8. 6" STORM CONDUIT AT 1.007 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 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 /C2.4. (C) 6" STORM CONDUIT IS P.V.C. SDR -35. (D) 15" STORM CONDUIT IS ADS N -12, SMOOTH INTERIOR HOPE 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) CONTRAC2.4 AND G/C2.CTOR SHALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/. LEGEND DESCRIPTION LENGTH RIM 100 PROPOSED CONTOUR - - - too - - - EXISTING CONTOUR too.5o PROPOSED ELEVATION - TOP OF CURB 100.00 IN PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT *0 MAJOR FLOOD ROUTE ARROW Em 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 AW TWO WORKING DAYS Alt 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 111111 lo K 11. .- - 118 .= c C o 0 ` 0 R� OJ ZJ Q Z Q a a. cr W �W 1(n V J O CA M13 PRO.IECT NUMBEi� 62- 12656 -00-M DO -0326 C2.2 8OF19 w1w 4 I I I I r �o U a� o I I CONTRACTOR TO BACKFILL INFLUENCE TRENCH OF STRUCTURE WITH COMPACTED GRANULAR BACKFILI, 98% STANDARD PROCTOR (FULL DEPTH). CONTRACTOR TO UNDERCUT STRUCTURE BASE BY 8'. REPLACE WITH COMPACTED GRANULAR BACKFILL 95% STANDARD PROCTOR. R c / MANHOLES, CATCH BASINS AND GREASE TRAPS BACK FILL REQUIREMENTS , R ao STRUCTURE R00 BACKFILL TO BE PLACED IN 8" LIFTS AND TESTED EACH 24' DEPTH OF FILL - ((1) TEST PER STRUCTURE PER 2' FILL) LOCATIONS CERTIFIED BY REPUTABLE TESTING COMPANY, COMPARISONS SHALL BE DOCUMENTED PRIOR TO ISSUANCE OF PAYMENT. s NO ON SITE FILL WILL BE ALLOWED FOR UTILITY STRUCTURES UNLESS SPECIFICALLY APPROVED BY BOB EVANS REPRESENTATIVE FINISH GRADE OR SUB GRADE �I R ao 0 I r T Ylru A IV -V 6.VI.V 1 ...v., SDR -35, PERFORATED TOP, (4) PER CATCH BASIN OR MANHOLE. (2) PER CURB INLET, SEE SITE GRADING AND STORM PLAN (2 )FINGER DRAIN C2.4 NOT TO SCALE _PAVED_ Bc + 10 MIN. SEE NOTE 4 JI NOT TO SCALE SEE PAVEMENT DETAIL FOR PAVEMENT SECTION COMPACTED AGGREGATE 1' MAX. DIAMETER, COMPACTED TO 98% STD. PROCTOR SECTION 02200 TRACER WIRE X114 THIN BLUE FOR WATER, GREEN FOR SEWER, YELLOW FOR GAS, ORANGE FOR COMMUNICATIONS BEDDING AND INITIAL BACKFILL TO BE COMPACTED GRANULAR MATERIAL 112' NOMINAL DRAINAGE FILL, SEE NOTE 5. SECTION 02200 G INFLUENCE TRENCH OF STRUCTURE TYPICAL CLEAN OUT COVER IN ALL PAVED /CONCRETE AND LANDSCAPE AREAS. NEENAH FOUNDRY CO. - COLUMBUS, OH, PHONE: 614 -876 -9837. NEENAH - R -1976 CLEAN OUT COVERS FOR ALL - SANITARY AND STORM CLEAN OUTS aJ N i i 11 1/4! a 83" CONCRETE BLOCK .4 . co '`'' "' ASPHALT, CONCRETE, LANDSCAPE OR SOD %� AREAS. SEE SITE GRADING PLAN SHEET CLEAN OUT PLUG. 3' BELOW BOTTOM OF THE MANHOLE LID a 1 —8 CLEAN OUT LOCATIONS MARKED C.O. ON SEAL JOINT WITH CONCRETE *' GRADING AND UTILITY PLANS. CAUULK: ELASTOMERIC JOINT a . G 'a SEALLANT - TYPE 'A' ° e C° FOOTING —1 , ri'WLEAN OUT DETAIL C2. NOT TO SCALE UNPAVED AREA (SEE NOTE 3) NOT TO SCALE Bc + 12" MIN. SEE NOTE 4 NOT TO SCALE 11TABLE ONSITE MATERIAL. PER :CTION 02200 PART 2 -1 AND )MPACTED TO 95% STD. PROCTOR 0 BE PLACED IN 8" LIFTS MAX.) TRACER WIRE #14 THIN BLUE FOR WATER, GREEN FOR SEWER, YELLOW FOR GAS, ORANGE FOR COMMUNICATIONS INTIAL BACKFILL BEDDING AND IN171AL BACKFILL TO BE COMPACTED GRANULAR MATERIAL 1/2- NOMINAL DRAINAGE FILL, SEE NOTE 5 SECTION 02200 6' UNDERDRAIN WITH GEOTEXTIL.E NOTE: 1. BEDDING THICKNESS UNDDER PIPE BARREL b, SHALL BE 1/8 OF Bc; 4" MIN. Bc IS OUTSIDE DIAMETER OF PIPE AT BELL 2. THE HAUNCH AREA OF 1THE PIPE MUST BE FULLY SUPPORTED; THEREFORE THE BEDDING MATERIAL SHALL BE HAND PLACED AND COMPACTED UINDER THE PIPE HAUNCH. 3. IF UNPAVED AREA IS IM17HIN 10' OF PAVEMENT OR STRUCTURE THEN FOLLOW TRENCH GUIDELINES FOR PAVED AREA. 4. PIPE DIAMETER OF 4. OOR SMALLER SHALL HAVE A MAXIMUM TRENCH WIDTH OF 12 ". 5. BEDDING AND INITIAL BACKFILL SHALL BE SAND FOR ALL U11UTY CONDUIT CARRYING WATER, ELECTRIC, GAS, AND TELEPHONE. ANY DEVIATION FROM THE ABOVE DETAILS AND SPECIFICATIONS MUST HAVE WRITTEN APPROVAL FROM THE ON -SITE BOB EVANS REPRESENTATIVE. RESUBMITTED ENG /P &Z 12/19/06 RESUBMITTED P &Z 09/06/06 DATE SUBMITTED 02/13/06 �IIIII E31OWEEFOI0 am SLOWAL 13 FM 2006 FEAUH GWARWr W euelWAL 28 JUL 2005 NUM MAWNW OLUMAL LE V ao C C LL p C It o E GQ. r- [- O 0 co Q o co a U � W 10 J J LL U a m a Z a w oc a W a '0 a: Z Oa: a 0 I I T:'=-- R11�I1{ C2.4 10 OF 19 ■>o m I I P I I I 1�1 i FM ..> ■llllllllIW ■ s1W iii/ i�+! • +.� �. V � +r: i�,. `� 'II/ • /�NiTilry�.�T, 1. y��i!p�it- �.r•�•�ti "�1.I J,�,.1 �tt..�� ,1j /. �•��I�a /df /:.ter �f��. � /Ii�ir'i. +'..� '� � ® r 1�i�_ V . •,i�r ! 1 I�� .��r.,. • I•G���:�1!�..t�.��.�.�y1 �,4�i %.1 �11,•�/.!i' ��� r /'i•_� • I•j �`:�... KIM r_ -���• �' I�i�� .2�re._!!�.�.- �I111.I,.e�. r__ � .� �•;�'�.i�tir.�f!. � � • � � • 1 .:.: � ; ' � � � 0+;.11., •' - , �, I � �_ �A.. c'�j •.t ti •Ii ����rr err. i- � I• . i�ir �.rrr. -•. • I!I ' w. _ -,' ► ��Ii ..�Jv „'L�:�t -_.��� •..�/•i��•i1�.4�: /�`�N:�'L���:��!1t�!�i�1���0 = -`iS� � 2916-2 �i1ow+_'� 1661-116 m E as. -147 ACRES owl log ONED' -1l + + h� ° SF \\ 4,11 + h� \ I �\ I \, I I \ j I 5x0.85 4� '. ,.-.. '• , a ..• : •. ' EA = f 13 AC x \ ¢ SEATS gc�� \ ��k i ..: • C.O. F. 541.25s \ A + h i.1a 541.25 \OVERAGE BUI G HT. = 8.16' \ - + h � ti \ D AREA RAIN " . 540 I'• AX. BUILDIN T. = 25. �o.� I. \ GRA - 540. 81 SIN ORY + h \ ` 1 \ 541.75 6" V. = 537.8 + h°�' \ c� `q I \ 1 \ 541.25 \ \1 \ 542.90 ' k° 541.25 \ m + h 541.00 \ � � \ x h 1 H.P. ,:� .85 I I I I 15 °` 1 541.15 1 ! J 0 / cc U1.05 540.90 DROP INLET \\ a + ho 540.90 40 5 1&55 5410 I 1. 0,2 $ SF 1 2 GRATE = 540.00 h�� + h �h� + 540.40 Q DD N ieS 1 15' INV. (SE) = 537.2 15" INV. (NE) = 537.1 ` c9 w 1540.70 � c, + I 3 I DP 540.20 COI /M 75 �1. � IH.. h 1.85 I 1 I 2.9% \ / �h�h 85' OF 15 "i5fA1� ® .51� 540.80 I \ 541.30 .t5 11 I 1 I ` I S I 541-M I + 6h + h°` N I 540.80 I ! II 4h�0 h° h / �� 540.95 N 541.15 I \ 540.45 540.85 .P IP 540.70 �kh I �Oh`O + I X00 W �htih h� + h + I DRO INLET + I I 1 I GRATE = 540.20 I ! I �0�6 + ah' huh 542.13 15" INV. = 537.7 $ I J I 1 I + h 542.59 541.80 I I o ( } 1 I I / ) • h .� 54228 9011 541.83 ° 541.50 ' + h h ­ +) ` x I 1.90 I h�6� (/ 3 1.40 � I H. + P�.I 540.75 I 542.80 54238 1 I 541.80 1 I i , 542.05 4. I ,� 541.30 / I s 41 I I y EX. 8" PVC AN X EX F EX SA EX s �nI' I DD '0 .00 541.00 I i I EX S I 1 Oro +- EX SAN + + +41 +h 543.85 541.50 / i 65 541.75 I \ 543.15 15 /1• 6 / 541.25 H.. . '�' / P I 5"30 k�� + h ./ / / w LLI + 544.10 / .0% 541. / / 541 539 / ! + h�h�h o 543.60 / H 540. r' I• I EX. EOP SF \ 00009 543. o DD 543. O 00000 I - + -- 0 00000 00 ` 00904 �O 0000 000 000-{ h i 75 sF / 00 (SCE 0 OOQ 0000 000 , ` f `� / + r�'oo 00 00 000p o 10 X 00000 000 00060 o I m \ n \ / 0 00 oo0 000 GAS EX GAS EX G E AS I EX GAS GAS EX GAS EX. 8" DUC � + h�� \ 5.0% EX W ' 545.00 PR E.O.P. /,��`�� / / + h��h SF + , + � + h°° l + h FH \ \ \ 545.16 f �• _.__ N .­EX (CURB r6h + h°Ah + hkO�h / / / 1-°i + �►� \ ° LA 01f 1 TMP 32-4-3B < < \ \ /\ TARGET CORPO -RM /I DB 2678 -264 II \ 00 2789 -125 ��� _ _ ha�ZONED: PD -MC + ho �� c�� \ \ + \h I I I I I I °�� EX. SIDEW K - h USE: RETAIL EX. LIGHT POLE _ y� + h _.. \. \.._ \ � . i) I i � � � � 1. I I � I I i `�'1 � � I + h 11} ,�h•� 9 Q ry Lij I O z � LiJ ° 00 N Lit I- O ry EX GAS VESLH 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 STABILIZATION 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 00 O000 000000000 00000000000000 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 00000000000000 SF -X 3.05 SILT FENCE DD 10 - 3.09 TEMPORARY DIVERSION DITCH IP 3.07 STORM DRAIN INLET PROTEC11ON 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 U11LJ71ES 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 100 PROPOSED CONTOUR - - 100--- EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB 100.00 PROPOSED ELEVATION - PAVEMENT Fjo-6.36-61 PROPOSED ELEVATION - PAVEMENT • LIMITS OF GRADING CRITICAL SLOPE �R►�4b t� SITE MLY N VICINITY MAP NOT TO SCALE 0 10 20 30 40 SCALE: 1 " =20 UNDERGROUND UTILITIES djjk 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 ENG /P &Z 12/19/06 RESUBMITTED P &Z 09/06/06 DATE SUBMITTED 02/13/06 I I I I 1 1 I I I I �- N 1'! 1 14 1 N FM 2M 13 FM 2= WI A IH DWAt11 AM GUNWAL 28 AL 2= Ill DFAMIVB(11' 8UB#iWAL U � memo cd 13 a M Z a. .j O O U w CO D a D � z D Q °W O 100 0 w t1 1 C2.5 11 OF 19 i 6; mml H i I I I \ I EX. 548.15 X EX. 550.00 50 \ \ \ 1 EX. CURB 00 I 1 °aq 547. � II \ 1 0 \ \ I 111 548.+ \ \ 11 ► I 11 C I I 545.80 1 I I i I I 1 I I I I I 1 I I I I I 1 I I I I I 1 I I I I I I 1 I I I I I 1 I I I 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 1 I I I I I I I I I I I I I I I 1 I I I I I 1 II 1 I I I I I I 1 1 I I I I I 11 1 1 I I I I I 1 1 I I I I \ I I I I \\ \ I I I I \ \ \ 1 1 1 \ I 1 1 \ \ \ I 1 1 \ \ \ I 1 1 \ \ \ \ 1 1 1 \ \ \ \ I 1 1 \ \ \ \ I 1 \ \ - I 1 \ \ I \ 1 \ 1 I 1 I I I I 1 I I I I I j I 11 I I I I 1 1 1 \ I I 1 1 \ \ I 1 1 1 \ I I 1 \ \ 1 I I I I \ 1 I I I 1 I 1 \ I I \ I I \ I I 1 I i 1 I I EX. CURE I x 1 1 1 l I 1 1 1 1 n c- I � SF I xl � � / � � l/ I I \ l l 1 It l 1 ! I � � It ti I I / SF I I + l ( I 1 1 1 1 i ro EX. S- N \54280 1.10 — 539.80 — `\ 1.44 — \ 543 CENTER_._ - - - \ LOCK Cl 1 \ ID5- - \ \ — DB 2916 -22, DB 26 - DB 1661 -116 \ \ \ --147 ACRES \ \ ZONED-PD -MCA - \ \ USE: UNDEVELOPED' \ IN, \ \ \ \ DRROP INLET \\ \\ \ 2 GRRATE = 540.00 \ \ \ 155' INV. (SE) = 537.2 \ 155" INV. (NE) = 537.1 \ 1 1 \ I \ I I I I 1 1 I 1 I I I 1 I I I I i + I I 1 I I I 1 I 1 j I + I I I I 1 EX SAN EX SAN ADJUS EX. 3E 4PR.1; 6" V. = 537. c �tx / 113 j I -: EROSION CONTROL KEY KEY SYMBOL SPECIFICA11ON DESCRIPTION 00000000000000 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 PROTEC11ON 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 STR. NO. 3 TO BE EXCAVATED DROP INLET SEDIMENT TRAP. LEGEND 100 PROPOSED CONTOUR - - - loo--- EXISTING CONTOUR 100.50 1 PROPOSED ELEVATION - TOP OF CURB 100.00 PROPOSED ELEVATION - PAVEMENT 10000 PROPOSED ELEVATION - PAVEMENT 4M MAJOR FLOOD ROUTE ARROW WASHED STONE 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 CALL 1- 800 - 552 -7001 (TOLL FREE) UIlUTY N011FICATION CENTER OF VIRGINIA NON- MEMBERS MUST BE CALLED DIRECTLY RESUBMITTED ENG /P &Z 12/19/06 RESUBMITTED P &Z 09/06/06 �- N co v N ZOI�m I 81J11�fiT/11. 13 FEB 2006 ex�w arts suMM& 13 MB 2006 Wm&'M UPAR71r W WJMW& W %m 2005 BL.DGL D rh4lil V w 8tn=& M V � C 0 a ! I! I! a� R N NI [fit �1 t1 1 ZQ J J 0 0 U w D w D z a z O O cr w C2.6 12 OF 19 H 0 tt n 11 11 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 CONSIS75 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 WITH 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 AREAS: 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. s IT IS OUR UNDERSTANDING THAT PORTIONS OF THE SITE HAVE BEEN EXCAVATED AND FILLED IN PREVIOUS YEARS DUE TO CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE DEVELOPMENT OF THE HOLLYMEAD TOWN CENTER. BASED ON GEOTECHNICAL SOILS EXPLORATIONS, THE EXISTING SOILS ARE MICACEOUS SILTY AND CLAYEY FINE SANDS. CRITICAL AREAS: THE CRITICAL AREAS FOR THIS SITE WILL BE THE PROPOSED EMBANKMENTS ALONG THE NORTHERLY AND EASTERLY BOUNDARIES OF THE DEVELOPMENT. THESE AREAS WILL BE PROTECTED BY THE INSTALLATION OF UP -SLOPE DIVERSION DIKES TO 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 EXISTING STORM WATER MANAGEMENT FACILITY. EROSION AND SEDIMENT CONTROL • ALL CONTROL MEASURES WILL BE IN COMPLIANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. REFIR TO THE EROSION AND SEDIMENT CONTROL PLAN FOR SPECIFIC MEASURES AND THEIR LOCATIONS 1300119I1Y STONE CON91RUCISON ENTRANCR: A TEMPORARY STONE CONSTRUCTION ENTRANCE WILL BE INSTALLED TO REMOVE SEDIMENTS FROM CONSTRUCTION VEHICLES EXITING THE SITE SU FINC6: SILT FENCE WILL BE INSTALLED ALONG THE DOWN -SLOPE SIDES OF THE DEVELOPMENT TO COLLECT SEDIMENTS AND PREVENT THEM FROM BEING TRANSPORTED DOWNSTREAM. BMW RUN BAlsm STRAW BALE BARRIERS WALL BE INSTALLED ALONG THE PERMANENT DIVERSION DIKE TO COLLECT SEDIMENTS AND PREVENT THEM FROM BEiNG TRANSPORTED DOWNSTREAM. FzgtAP: RIPRAP WILL BE INSTALLED AT THE DOWN -SLOPE END OF THE TEMPORARY DIVERSION DIKE TO REDUCE VELOCITY. COLLECT SEDIL EN75 AND PREVENT THEM FROM BEING TRANSPORTED DOWNSTREAM. TBMRAAY DIVERSION DUW. TEMPORARY DIVERSION DIKES WILL BE INSTALLED PRIOR TO MAJOR EARTHMOVING ACTIVITIES TO DIRECT UPSTREAM RUNOFF EITHER AWAY FROM THE DISTURBED AREAS OR TOWARD A TEMPORARY SEDIMENT TRAP. STORM D1 NIN BM PROTEM. 11., THE MAJOR STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED PRIOR TO MAJOR EARTHMOVING ACTIVITIES INLET PROTECTION WILL BE INSTALLED AND A TEMPORARY SEDIMENT TRAP WALL BE CONSTRUCTED AT STORM SEWER STRUCTURE A TEMBARY MDONT TRAP: A TEMPORARY SEDIMENT TRAP WILL BE CONSTRUCTED AT STORM SEWER STRUCTURE #3 TO COLLECT SEDIMENTS FROM THE MAJORITY OF THE SITE TEMPORM SEEDU : TEMPORARY SEEDING WILL BE INSTALLED ON EMBANKMENTS AND OTHER DISTURBED AREAS TO STABILIZE THE SURFACES PRIOR TT) RECEIVING FINAL COVER. PERMANENT STABHEATION MEASURES P>�IiANIIINT 81112DTG/80D: PERMANENT SEEDING/SOD WILL BE INSTALLED ON AREAS AT FINAL GRADE NOT RECEIVING AN IMPERVIOUS SURFACE PATIMENT: PERMANENT SOIL STABILIZATION WILL BE EMPLOYED ON THE MAJORITY OF THE SITE VIA AGGREGATE BASE COURSE AND ASPHALTIC PAVEMENT AS SOON AS REASONABLY POSSIBLE ONCE UNDERGROUND UTILITIES 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 LINE THIS DITCH WILL REMAIN IN PLACE UNTiL 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 OUTLET 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 & ROUGH -GRADE THE SITE ANY TOPSOIL STOCKPILES WILL BE PLACED IN AREAS THAT WON'T BE DISTURBED BY CONSTRUCTION ACTIVITIES TEMPORARY SEEDING WILL BE APPLIED TO ALL STOCKPILED MATERIAL. AND SILT FENCE WILL BE INSTALLED ON THE DOWNHILL SIDE 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 PROTECTION AT STRUCTURE I& FINE GRADE THE SIZE, 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.REMOVE 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 WILL 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 DEPIOSITiON REACHES HALF WAY TO THE TOP OF THE BARRIER. 4.ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND OF GRASS IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE- SEEDED AS NEEDED. MINIMUM 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 STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 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 TRANSPORTED 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 COVERT IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER 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 AS 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 i OTHERWISE 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 TTMIE B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. EFFLUENT FROM DEWATERING OPERA11ONS SHALL BE FILTERED OR PASSED 'THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE. OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT (FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATiON SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGGULATiONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. B.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC 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 ITO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNNER. 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 OTHERWIISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DRSPOSMON OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATiONJ. RIGHT TO INSTALL THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL.. MAINTAIN, REMOVE ANm /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 WATER A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADEQUATE CONSTANT PRESSURE. WASH WATER 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 RUNOFF THE STORMWATER MANAGEMENT FACILITY FOR THE HOLLYMEAD TOWN CENTER HAS BEEN DESIGNED AND CONSTRUCTED TO ACCEPT AND MANAGE THE INCREASE IN RUNOFF FROM THIS DEVELOPMENT. CALCULATIONS T1B1@ORABY =DOW TRAP: LOCATION: THE TEMPORARY SEDIMENT TRAP (EXCAVATED DROP INLET TRAP) WILL BE LOCA70 AT STORM SEWER STRUCTURE #3. VOLUM CALCULATION: VCF - 134 CY + 27 • A WHERE: V - STORAGE VOLUME IN CUBIC FEET A - CONTRIBUTING DRAINAGE AREA IN ACRES 1RSQUDI;BD YIELD: V- 134 +27 +0.75AC - 2714 CF BASIN DDIRMONS: A RECTANGULAR BASIN SHALL BE CONSTRUCTED WITH MINIMUM DIMENSIONS OF 30' BY 50 ' AT AN ELEVATION 2 -FEET BELOW THE GRATE ELEVATION. THE SIDE SLOPES SHALL BE NO GREATER THAN 3:1. A PERIMETER? BERM/EMBANKMENT SHALL BE MAINTAINED AT AN ELEVATION NO LOWER THAN 0.5 -FEET ABOVE THE GRATE ELEVATION. EROSION AND SEDIMENT CONTROL CONTACTS t t t t t t t t i t ms consultants, Inc. 2221 SCHROCK ROAD •- N N d N COLUMBUS. OHIO 43229 -1547 PHONE: (614) 898 -7100 FAX: (614) 898 -7570 ZON/rq 11111TE MIAJMaIUL, Qwm., 13 Fa 2006 6 OINEEF q WIN gUlkfiTAL BOB EVANS FARMS. INC. 13 FW SM 3776 SOUTH HIGH STREET I•EAL71H DEPARTIMM GUBMiTAL COLUMBUS. OHIO 43207 28 AL =5 PHONE: (614) 491 -2225 FAX: (614) 492 -4990 6LDOL DEPATIfitOff MIUSMlITAL MUM wnwo BOB EVANS FARMS. INC. 3776 SOUTH HIGH STREET COLUMBUS. OHIO 43207 PHONE.-(614) 491 -2225 FAX: (614) 492 -4990 S1TB 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 d fD 'C m C IL � 0) C 0 �y — A m E J� I Er! WE M I of ,I Ri to a O W Occ 0 Z J O O U w r07 7T C2.7 13 OF 19 11 10-1 N I I H --- — -" �� HO LYMEAD TOWNCENTER \� B LOTKB 1 32 -41D3 \ DO 29 22, B 2672 -727, DB \ 661 =946, bll {�� -� l . UNDQ.OPED =AD TOWNCENTER 3LOCK C1 LOT B 41242= .411 5 ____ 2, DB 2672 -727, DTI- 1661 -116 .97 ACRES NED: PD -MC UNDEVELOPED — X SAN II TMP 32 -438 II TARGET CORPORATION .DIY 1%.•9fl n1% I � I I I I I / EX. EOP zu.w Q F- Ld O z L1.J V) AN, L.d O ry 4k 0 EX GAS O KEYED NOTES O 1. GAS LINE TO BE SIZED BY GAS COMPANY. RUN LINE FROM METER TO EXISTING GS 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 S 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 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 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. 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. NOTES: (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). INTO EXISTING UTILITIES AT AI POINT OLO LOCATED LOCATING S CLOSE TONTHE PROPOSED BUILDING S POSSIBLE, SHOULD F 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 PORTION OF THE EXISTING UTILITY LINE. (1) CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AND TRENCH WHERE PROPOSED UTILITY CONDUIT IS NEEDED. REPAIR PAVEMENT AFTER U11LITY CONDUIT IS PROPERLY INSTALLED AND BACKFILLED 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 mo© ©o© J L-14 U42 BLDQ agKii V /p g °Z w (j) a: w a E �w O� C o 0 E E M p o w co Q 0 l� 1� _-i' 1=2147 # �11�11{ C3 14 OF 19 Z g °Z a (j) a: w a E �w O� l� 1� _-i' 1=2147 # �11�11{ C3 14 OF 19 20' DRAINAGE EASEMENT DB 2916 -22 I I DB 2789 -125 DB 2678 -389 LAI to w CSI 11 0' h y ' ESMT i EX. 8" PVC /EX SAN EX SAN �r�wr SITE AREA = f1.13 AC 155 SEATS F.F. = 541.25 AVERAGE BUILDING HT. = 18.16' MAX. BUILDING HT. = 25.00' SINGLE STORY IN ONE! Fs • I 6=1 oil �a D■ Oc ,4 0 A O 4 0 Cccm i 20' SAN. SEWER EASEMENT DB 2916 -22 DB 2789 -125 DB 2678 -415 pe)LO C4 ON 41 a 00 N i N 3 LO 0 I I ESMT W J � 44 - T . w L DSCAPING T ARO ACER RUBRUM 'OCTOBER GLORY' DRIVE LANE, � � •�•�. �'i i��•'•' • fF!��iu�i��! • •T'11�!!J�tc�,�i 2 1/2- CAL. B &B `��� 11 ;f/�i�iai�i,,�r ACER RUBRUM 'OCTOBER GLORY' �S OR- maNIANOWNFEWOMM 111 3 1/2- CAL. '� ® � - � .'lit ♦ ♦ f,4'- _irk %�rl�� © -T B 20' DRAINAGE EASEMENT DB 2916 -22 I I DB 2789 -125 DB 2678 -389 LAI to w CSI 11 0' h y ' ESMT i EX. 8" PVC /EX SAN EX SAN �r�wr SITE AREA = f1.13 AC 155 SEATS F.F. = 541.25 AVERAGE BUILDING HT. = 18.16' MAX. BUILDING HT. = 25.00' SINGLE STORY IN ONE! Fs • I 6=1 oil �a D■ Oc ,4 0 A O 4 0 Cccm i 20' SAN. SEWER EASEMENT DB 2916 -22 DB 2789 -125 DB 2678 -415 pe)LO C4 ON 41 a 00 N i N 3 LO 0 I I ESMT W - E 3 44 - T . w L DSCAPING T ARO ACER RUBRUM 'OCTOBER GLORY' DRIVE LANE, 11 2 1/2- CAL. B &B A2916 ACER RUBRUM 'OCTOBER GLORY' �S 5 3 1/2- CAL. B &B CONSTRUCTION AN -T B ORNAMENTAL TREES CROSS- ACCESS BNR BETULA NIGRA 2678-425 2 2 1/2- CAL. r^ ` EASEMENT DB 2916 -22 DB 2678 -425 O.C. . „CE ARE EVERGREEN TREES T ` �. INS ILEX x 'NELLIE R. STEVENS' NELLIE STEVENS HOLLY — -- CRO ASR' . S —_ _ _1WS3 _ AINA6E -EA 2916 -22 2789 -125 EASEMENT VBW VIBURNUM 'BURKWOODII' 'BURKWOODII' VIBURNUM 3 / DB 2916 -22 TMH 2678 -389 HICK'S YEW 16 18 -24" HT. vm, IGH ILEX GLABRA INKBERRY HOLLY DB 2678 -425 24 -30" HT. No. 3 CONT. DGN DEUTZIA GRACILUS ' NIKKO' I I E 40' BUILDING / co E -- GAS EX GAS 15' GAS EASEMENT �gQg ='13T EX G 12 EX GAS B &B JHB JUNIPERUS HORIZONTALIS E G SEMENT H DB 2916 -22 DB 2678 -437 ® 24 -30" SP. W ALR ABELIA x GRANDIFLORA 'LITTLE RICHARD' ABEUA 'LITTLE RICHARD' 19 15 -18" HT. No. 3 CONT. COB 1678 -405 ESMT DB 2678 -425 / ESMT cc ESMT PR. E.O.P. / / ORNAMENTAL GRASS /PERENNIALS r- N ►- PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAINGRASS FH ESMT ESMT ESMT i • r / I/�,DA \ 15' WSPRIC EASEMENT , v, EX. CURB PLANT LIST: I I KEY BOTANICAL NAME COMMON NAME QTY PLANTING SIZE CONT. SIZE DECIDUOUS TREES ARO ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 11 2 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 GRACILUS ' 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' ABEUA 'LITTLE RICHARD' 19 15 -18" HT. No. 3 CONT. COB CEPHALANTIS OCCIDENTALIS BUTTONBUSH 1 30 -36" HT. B &B ORNAMENTAL GRASS /PERENNIALS LPAH PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAINGRASS 37 No. 2 COW. Q W O z � W ° N W O ry I E EASEMENT 1 -22 6 -389 I I EX. EOP GENERAL NOTES: EX GAS L1.01 12" L1.03 ;N 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 WANDS. 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 SW A L E: REMOVE ALL TAGS. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. FASTEN "WITH NEOPRENE TIE WRAPS • r28 N 03 d' M7 OR 5/8 BLK. RUBBER HOSE & WIRE 8f IE 81�RFAL 2" X 2" OAK STAKE SET AT APPX. W 2M 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO gNT/� SUBGRADE AND SET INTO PREVAILING WINDS. FM 2006 MULCH AS PER SPECIFICATIONS Ait11N� 8188/rEAL FORM EARTH SAUCER WITH 3" HIGH BERM. M 2005 FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. I�D4 DEPARIMEN KSWrAL BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL BD PLACE ROOT BALL ON UNDISTURBED SUBGRADE. TREE CANOPY DATA PLANT DESCRIPTION QUANTITY AREA OF CANOPY TOTAL (S.F.) OF TREE CANOPY ACER RUBRUM 'OCTOBER GLORY 18 2.5 "/3.5" CAL EA. 452 7,232 AFTU A NIGRA 2 2.5" CAL EA, 464 928 TOTAL= 8,160 S.F. PROVIDED 4,923 S.F. REQUIRED (10% OF SITE AREA) �Iff7 ;�4 PARKING STALL AREA = 9,140 S.F. 0.21 AC. (18X) VEHICULAR CIRCULATION AREA = 11,390 S.F. 0.26 AC. (23%) ALL PLANT MATERIALS TO COMPLY WITH THE LATEST EDITION OF A.N.A. STANDARDS FOR NURSERY STOCK AND BE GUARANTEED FOR A PERtIOD OF ONE (1) YEAR FROM INSTALLATION DATE. LANDSCAPE CONTRACTOR IS TO VERIFY LOCATION iOF ALL UNDERGROUND UTILITIES AND RECEIVE APPROVAL FROM GC OR SITE SUPERVISORt, IF NECESSARY, TO MAKE CHANGES IN PLANT LOCATIONS. LANDSCAPE CONTRACTOR MUST COORDINATE WITH GENERAL CONTRACTOR AND OTHER SITE OPERATIONS. MINOR ADJUSTMENTS TO THE PLANT LOCATIONS ARE 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 TAO 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 WRAPPED, NTH ASPHALTIC WRINKLE KRAFT TREE WRAP. ALL PLANTS ARE TO BE REMOVED FROM CONTAINERS, CAGES AND NON — BIODEGRADABLE MATERIALS. GENERAL CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADES; LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND TO PROVIIDE 4" OF AMENDED TOPSOIL FOR PLANTING BEDS. LANDSCAPING WITHIN UTILITY EASEMENTS: BOB EVANS FARMS, INC. WILL REPLACE LANDSCAPE MATERIALS, WITHIN THE BOB EVANS PARCEL, SHOULD THEY BE DAMAGED OR REMOVED IN ANY SUBSEQUENT U11UTY 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 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 APPUED AT PRODUCT SPECIFIED RATE UNLESS OTHERWISE NOTED. PLANTING SHALL BE FERTILIZED UPON INSTALLATION. RECOMMENDED FERTILIZER BE MIXED WITH BACKFIU_ 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 SHAD_ 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 V c� ■r1r . � C W 0 a Q 0 Z co Q Z Q J a w CL o n V °C o Do Q J MB PROJECT NUINBEft 62- 12656 -00-M DO -0326 Ll 150F19 1 N V) 1A Q ZONW OM aSMAL Q 13 FEB 2006 EN094EERNO 8 SUBMUL 13 FEB 2006 HEAUH DWAFRFNW VITAL 28 JUL 2005 WMQ DEPAilTMW SUMMAL s� ec 6; o Q o � R 0) �. C . � 0) Q ®® o sell co •••• �1►T N l O N501 16 600 O 11ITil st A lira ii I ii • L * S E% OAS Q T �° V coESMT 9°T + T • • ESMT ESiAT ESYT ESMT � Z ��j ESMT • • T EW ESY EDIT H EX Q ESMT EX SAN EX SAN EX SAN IX Ex Ex SA~ EX �N J EX 9AN �-� SAN 1 E% SAN E% SAN �'- EX SAN SAN ESMT ESNT ESMT Q EST EST S49''S5"W 254.85 S48'1 3I" W $� 2 A5 O Cn .J min ac \\\\�--- �� - - -- -------------------------------------------------------- eoaao O Q ROUTE 29 SEMINOLE TRAIL. WRABLE VADIN R/W 0 15 30 45 60 PROPOSED LANDSCAPE PLAN SCALE: 1"=.30' N NOTE: THIS PLAN IS FOR (FOR REFERENCE ONLY. SEE SHEET L1 FOR REQUIRED LANDSCAPE PLAIN) REFERENCE ONLY. SEE SHEET M13 PROJECT NLUBEFs L1 FOR REQUIRED LANDSCAPE 62-12656-00—M INSTALLATION. DO-0326 RESUBMITTED ENG /P &Z 12/19/06 RESUBMITTED P &Z 09/06/06 L 2 DATE SUBMITTED 02/13/06 16 OF 19 m to �d N Fj g a 0 o: -N M N 0 w 1401 N 0� ' Q0 L_LJ r- �� CD Ln 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. 3 min CXJ N Lf7 00 4 Ln r Ln Ln C7 Ln O CT) cn i i / EX. EOP -- EX. CURS <� ,�1 L_! 1 1Z L1 'I V) `7/ ) CD L�- 030 -INCH LINEAR LENGTH OF WIRE, COILED O2 WATER PROOF CONNECTION (1 OF 2) 3 ID TAG 4 REMOTE CONTROL VALVE: RAIN BIRD PES -B (OR APPROVED OVALVE BOX WITH COVER: 12 -INCH SIZE 6 FINISH GRADE/TOP OF MULCH 7 PVC SCH 80 NIPPLE (CLOSE) @PVC SCH 40 ELL 09 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 MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL ;Y REMOTE CONTROL VALVE - SCALE: NONE L IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COVERAGE. FIELD ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIWPLIFY INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VALVES, ISOLATION VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REQUIRED. a dIRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLASTIC LOCKABLE ' ' HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZOIWES AND SHRUB a MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATIOM. IRRIGATION RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN. 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 N 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. PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDER WALKS, STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDIUCE 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 TRIEES AND SHRUBS. ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIN DRY OF DIRECT SPRAY OR EXCESS WATER RUN -OFF. INISH GRADE/TOP OF MULCH 'OP -UP SPRAY SPRINKLER: RAIN EQUALS) D 1804 (OR APPROVED IVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 'VC SCH 40 ELL 'VC SCH 40 STREET ELL 'VC SCH 40 TEE OR ELL 'VC LATERAL PIPE IAL STOP OF MULCH Y SPRINKLER: D8 (OR APPROVED O PVC SCH 80 NIPPLE Description (LENGTH AS REQUIRED) !� PVC SCH 40 ELL 60 PVC SCH 40 STREET ELL 7 PVC SCH 40 TEE OR ELL 8 PVC LATERAL PIPE 1-1.02 6' POP-UP SPRAY SPRINKLER SCALE: NONE ��� SPRAY SPRINKLER A -1.03 SCALE: 1-1,04 " IRRIGATION LEGEND O HYBRID CONTROLLER. RAIN BIRD ESP SERIES OUTDOOR WALL MOUNT (OR APPROVED EQUAL) O 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS 3O 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 .0 Rain Bird 10 -VAN 90 1804 -PRS 10 -VAN 30 0.75 10 4 0 Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 30 0.45 4 3■} Eo 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 W 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 0 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 8 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) Schedule 40 2" 152.1 (ft) Schedule 40 3" o 10 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 - INIAIV'10 t -�- fil 114 1 in (2 BUM DPAININMr SUM41YAL ,C w p� now Cd O - it 0) U .. • fl LL v 5� m E 1 11 11 �i Q 0 - - - 0" = ; I I :X wttmw 11 17 OF 19 Z �a a Z o 0 u�i cc Eo ww - - - 0" = ; I I :X wttmw 11 17 OF 19 Y N y cG C a <o 3 �a T Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description b.2 b.3 b.5 b.7 3 A D180 36000 1.000 BE- 301 -CLS 26'POLE 2' BASE -® 1 1 2 B SINGLE 36000 1.000 BE- 301 -FP- CLS -HSS 26' POLE 2' BASE b1 b.2 b.3 b.4 b.5 Statistical Area Summary Label Avg Max in Avg /Min If S MAIN LOT SUMMARY b.2 b.3 b.5 b.7 b.9 1.0 �. b b 1 1 ! 1 1 1 Statistical Area Summary Label Avg Max in Avg /Min Max /Min MAIN LOT SUMMARY 3.83 6.7 0.9 4.26 7.44 0.4 . .5 . .1 . .0 5 b b.8 1 1.0 1 1.3 1 1.9 4 422 . .4 4 42.5 1 1'. 4 42.1 1 1.6 b.6 b b.9 1 1.4 1 1.8 4 42.2 . .0 ° °4.0 ° °4.0 4 4'c.0 1 1.5 U 1 1.0 . .6 4 42.5 4 43.0 3 ° .6 4 43.7 4 43.9 b b 4 42.8 4 42.1 1 1. 3.4 ° S Ll b.8 1 1.2 1 19 4 42.5 4 42.7 4 43.3 4 43.7 4 43.9 4 43.8 4 43 4 43,1 b.9 1 1.3 t to 4 43.0 4 43.5 4 43.3 1 43.3 4 43.9 4 43.7 4.0 4 43.1 4 42 19 4 11.9 1 1.4 9 9CM 4 43.1 4 435 5 5. 5 14.3 1 14.4 . .3 4 43.4 9 92 5 1 b.9 1 1.3 1 11.0 4 42.8 4 43.0 4 51.7 % %.0 1 14.6 t t.2 ° ° 4.j 5 11.8 1 1.2 1 19 4 42.9 4 43.4 4 .2 $ $. % %.6 4.4 t t.3 . b.8 1 1.2 1 18 t t.3 4 43.1 ° %.6 % %.5 % %.6 % %.3 % %.7 ° ° °4.0 4 4. % %.7 % 11.7 1 1.0 1 14 4 42.0 4 42.9 4 t.7 % %.6 % %.0 - - %.1 43.4 4 4. % %.3 t b.5 b b.7 1 12 1 1.7 4 42.3 4 42.7 1 14.6 % %.0 1 14.6 ° °43 1 14.3 1 b.2 b b1 10 4 4.0 4 43.4 4 43.0 4 42.7 1 1.8 1 1.3 1 1.0 1 1.4 b U b b.6 1 10 1 1.4 1 1.8 4 42.3 . .0 4 43,9 1 14,4 0 04.3 ° ° . .7 4 43.6 4 42.9 4 42.0 1 1.5 1 1.2 X X1.1 b b.2 % %.I U b b.5 V V8 1 1.1 1 1.5 4 42.0 4 42. % %.8 1 14,0 ° °4.0 1 14.1 4 43.6 4 43.5 4 43.7 4 43.5 ° °4,0 4 43.3 4 42.4 1 1,9 1 1.5 1 14 1 1.0 b b,3 b b2 U b b.4 b b 6 6 b b.9 1 1.3 1 1.7 4 42. 4 43.2 4 43,9 1 142 1 14.6 1 14.3 1 14.3 1 142 4 43.7 4 43.5 4 433 4 43.1 4 42.5 1 1.8 1 19 1 1.5 b b.4 b b.3 b2 b b.3 T TI 4 4 b b.e 1 1.3 . .7 1 14.8 1 14.2 1 14.5 1 14. ! !1 . .9 . .4 . .4 4 43.5 4 42.8 1 142, b b.9 b b.3 b.l b b2 3 3 b b.7 1 1.3 . .0 1 14.9 1 14.8 % %.1 % %.0 ° °4. ° °4 . .3 . .3 4 43.4 4 43.6 1 14.2 1 143. 4 42,6 b b.7 b.l b b2 3 3 b b.4 1 1.1 ° ° .4 ° °4.7 1 14,6 ° °42 ° 43.1 4 43.1 4 43.3 4 43a L LIM b b.7 °42 % %. 4 43 . .4 . .1 4 b.l b b.l T TI 2 2 b b.4 1 11.6 . .4 . 14.6 ° °4.6 ° °4.4 ° °4.3 1 14.2 1 14. 0 04 1 1.9 . .7 4 43.8 4 43.9 0 04.5 4 43.8 . 42.7 b b.7 .3 4 .6 . .0 1 b.l b b.l T TI 2 2 b b.3 b b.5 1 1.0 4 43.3 1 14.2 % %.2 1 14.5 1 14.6 1 1j.3 ° °4,8 % %.0 1 14.5 1 142 1 14.3 ° °41 1 14.2 4 43.5 4 43,0 4 41.1 b b,4 43.4 4 b.l b b.l t t 2 2 b b.3 1 11.5 1 1.0 4 42.4 % %.0 1 14.3 % %.5 % %.0 % %.8 % %.1 1 14.7 1 14.4 4 43.9 1 14.3 1 14.3 4 43.9 4 42.8 1 15 1 1.9 b b.6 b b.4 U b b.l 1 1 b b.2 b b.4 1 1.0 1 16.3 t t.2 % %.2 % %.7 1 14.8 1 14.3 ° °4.0 ° °4.0 1 14.6 ° °4.0 4 43,2 4 42.4 � �C. E E:i� b b.6 b b.4 b.0 U U t t 1 1 b b.2 b b.3 b b. 1 1.3 3 3 . .2 . .6 % %.2 ° °4.5 1 14.4 4 43.3 4 43.0 4 43.8 4 43.8 4 43,8 4 435 4 42.4 1 1. 1 1.4 b b.5 b b.3 b,0 b b.l 1 1 b b.1 b b.2 4 4 b b.9 1 1,5 4 1.2 b b.5 b b:3 42.1 4 43.6 % %.6 % %.5 ° °4 . .3 4 43.6 ° °42 ° °4.8 4 43.2 4 42,1 1 1.6 1 b.0 b b.l 1 1 b b.1 b b.2 b b.4 b b.7 1 1.1 1 1.8 4 42.7 4 43.8 4 43, 2 2 . .9 4 43.4 4 43.5 4 43,3 4 43.1 4 42.1 1 1.4 L LO b b.5 b b,3 b.0 U U 1 1 b b.2 b b.3 b b.4 b b.6 b b.9 1 1.5 � �.2 4 43.1 % %41 - . .`- - - 4-x.5-- - - ' '12 .87 - - . 1 1 r r r Ir RESUBMITTED ENG /P &Z 12/19/06 RESUBMITTED P &Z 09/06/06 JMtt 1 ZS Ur 1 V 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 l) 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 developme nt shall be in g eneral 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 Attachment E Holl}nh=dTownCe*rAreaC 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 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. B. Construction 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 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 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. � I 1 Ike.. ■ 0! - � pprf 17 Its � h w t '� :+: � :w�C�. Y■iy� +lilt +I �I� _►r a• � �i91.� '�4.` '�,. -,, >.Y O 1 ,�. •� � .� -- « it — e1 - ,r `� ` y � �d �, � � ■ II �,!�. .�.►"* �� L. - - �ii' ":�j 7 "y ` � �. � ���ci c! �313�'e. ' 7vi �,�fi' �,y(y � _ _ i'" � � 'w ,'/• ' .+r:.- Gi��4i�,r r �g'c�`r'r"� � �'` � �[i',�f{� � y ®� • (' i�j.` � � .Y► � �. -.y =l _. C:r� ►.r..,�S.�+��i.,w Nye i'N< ,z <y �,` � .(� �^ �.r -.1 R 1,• J:f ��. -r �if "..-, •.."' •Y' -tee r..;. _ `;.�i.� i�t`�I.�i•1 �.�1: +\ .,.,, � �.�,yayla �' � ���y ►■ F °it -= lam" � � �.- -.7F� ""�T - �'�i'' ,..���ri,'F` tE,t Yr V�: 6� !.t `1:. '1.� ��� � ?•. �1,�`i�, r'„ itir 4..��. i1+1,;;� ' ?.•i �•' - �±�," �.h?i f t. N �� �� .tip!■, $ �I t 'a - ^' _- ,'' { • �,,,; a a1f• :'fit ,pS. L4Y'. - I- - - �y- ...�„= r:- a,.�,�.,.e•.. yCy �, i %•e , /,<'S I. •fl �\ � .l � ✓% r -.:�' ;� - -T �r �.• �. yam, ±� �.� � ' - - - s y _ �"f may,:: - [` �>.r:lr .�' !F, \�-n -. - +�_ � i .tf•fr ,`i p 'r "• - L� M r s aY \ ati,�`�, �►'1e - � ,n°''"; ^;t•; ^_ ...,; '._ \. -jl ,ti � ` ! �.•►• - - 'r z' -il` - - _ �'� s±i.<Si j _ •'-�� l ,,,,,,. �.., ,; - . �:"� : gyp,_ J :.r _ � �-y �+�^,i? � �? "�'.'� e'Y' �► *�±' ,`!.�'�' S f �: �i � � Mi Y'� ,IT`S; � rt , ! .gas._ 'r- wl�,,.. tY __ -,� I' �'- :.-=f �'•.r.,7R'•�ti+ =7 y.✓tj ,iR l� !� I���; `,:. %f Pr Ry� Xr -.ti• - rd atf fir°' .•.^ - r„�a � �_ K "• -- i^�, Y .e� - - rye` ,��'— .� -t r.,at ; _ f��' - •,.,�+' - R`- _ �� • OW �� 11 M ��iw+ � � i `- st• 'I ,r 1..1 �w ZMA -01 -020 Attachment E Holly TmdTownCent rAreaC The road improvements listed in proffer 2 A, 2B, 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 ements listed in roller 2 above shall be substantially pro p completed prior to the issuance of the first Certificate of Occupancy c iArea. 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 Attachment E HoHymead 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 cun-endy 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: B y� _ Charles W. Hurt, Trustee Shirley L. Fis ,Trustee RESUBMITTED P &Z 09/06/06 OIESIpi 0 W. PR+OrIEG'T: REMON NUMBED DMJ HOLLYMEAD TOWN CENTER 0 am er AREA C, BLOCK 9 JLC FINAL SITE PLAN DRAWING NUMBED ECIMCHM A%4 PROFFERS AND APPLICATION PLAN C -3 DMJ WWA NUMBED RLE NAME- DIMPUN0 =L& SHEET NUMBER: 204225.03 422503C -3.dwg CIVIL � NIA ,q 10/1 %5 19 OF 19 Drawing Path: R: \Drawing \26\ 12656 \326 \Xref — Raster \PROFERS.dwg