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HomeMy WebLinkAboutSDP200600016 Plan - Other (not approved) 2006-03-17W 13 0. H(DLl--.ymEAD TO NVN CE ,ALREA C., Bl -(:)CK i LBEMARLE COUNTY, MARCH 17, 2006 FINAL SITE PLAN SDP -2006-00016 TABLE "A" - HOLLYM EAD TOWN CENTER AREA "C" OVERALL USE TABULATION TABLE "B" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL PARKING TABULATION er o I I BLOCK PROPOSED/ APPROVED SQUARE FOOTAGE TO DATE VIA SDP MAX. SQ. FOOTAGE PERMITTED BY BLOCK BY CODE NUMBER OF DWELLINGS PROPOSED/APPROVED TO DATE VIA SDP MAX, DWELLING UNITS PERMITTED BY BLOCK BY CODE BLOCK I 5396 55,000 1 -- BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 BLOCK V NOT PERMITTED -- 42 50 BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- BLOCK IX 27,252 40,000 NOT PERMITTED -- TOTAL PROPOSED SQ. FT. 27,252 42 THIS PLAN IS IN CONFORMANCE WITH MAX, SQUARE FOOTAGE FOR AREA C 275,000 MAX. DWELLING UNITS FOR AREA C 120 SQUARE FOOTAGE REMAINING FOR AREA C 247,748 REMAINING DWELLING UNITS FOR AREA C 77 TABLE "B" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL PARKING TABULATION er o I I BLOCK PROPOSED DU/S.F. PARKING RATIO REQ. REQ. # OF SPACES TOTAL PROVIDED NET LOADING SPACES I 5,396 4.5 PER 1000 GSF 24 56 +32 N/A II VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT RIVANNA ENGINEERING AND SURVEYING, PLC AND III SUPPLEMENTED BY FAULCONER CONSTRUCTION CO, INC, c O L ALBEMARLE COUNTY, VA, U IV MAGISTERIAL DISTRICT, RI❑ ZZ J TAX MAP REFERENCE, TAX MAP 32 PARCEL 4 LOT A V = 42DU 2.25/DU 95 183 +88 N/A VI PLANE LIMITS AS SHOWN ON THE OFFICIAL Q VII FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY, J YARD REQUIREMENTS THIS PLAN IS IN CONFORMANCE WITH Z VIII ZMA 01-20 (AREA C) APPLICATION PLAN AND PROFFER #1 IX 272524.5 PER 1000 GSF 123 243 +120 4 TOTAL 232 482 +240 4 APPROVALS 7DATE MS CONSULTANTS, INC. 2221 SCHROCK ROAD DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING a>' ENGINEER •— w INSPECTIONS ARB PHONE: (614) 898-7100 FAX: (614) 898-7570 DEPARTMENT OF FIRE RESCUE c ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT RIVANNA ENGINEERING AND SURVEYING, PLC AND 3 .�'ti � 54;,x, asw ••cc 93•: ie. k"Yt �y4. s� W9 'y Suk S•ip BLOCKIz�" Ak n 1 il •9tC o- 111 �Z' ry r r �i fjh� c 1 VICINITY MAP SCALEi 1'= 2C000' INDEX OF SHEETS_ DRAWING N0, SHEET N0, TITLE C-0 1 OF 13 COVER SHEET C-1 2 OF 13 SITE IMPROVEMENT PLAN C-1.1 3 OF 13 SITE PAVING, SIDEWALK DETAILS AND NOTES C-1.2 4 OF 13 LIGHT BAS, HANDICAP DETAILS AND NOTES C-2 5 OF 13 SITE GRADING AND STORM SEWER PLAN C-2,1 6 OF 13 DRAINAGE AND BACKFILL DETAILS C-2.2 7 OF 13 SEDIMENT CONTROL DETAILS AND NOTES C-3 8 OF 13 SITE UTILITIES PLAN L-1 9 OF 13 LANIDSCAPE PLAN L-2 10 OF 13 OVERALL LANDSCAPE PLAN I-1 11 OF 13 IRRUGATION PLAN 12 OF 13 LIGHTING PLAN 13 OF 13 PROIFERS AND APPLICATI❑N PLAN NTFR VIR GINIA SITE DATA: OWNER/APPLICANTS BOB EVANS FARMS, INC. 3776 SOUTH HIGH STREET COLUMBUS, OHIO 43207 PHONE: (614) 491-2225 FAX: (614) 492-4990 i i I i a i i i i -IC41 !9 V Ifs ZON M 811E aMMUAL U FEB 2006 B40I8$ la BRE 818Ef1TAL 13 FEB WIN 0 JUL 2005 die MS CONSULTANTS, INC. 2221 SCHROCK ROAD M M c a>' •— w c 0 PHONE: (614) 898-7100 FAX: (614) 898-7570 A N N c I LL RIVANNA ENGINEERING AND SURVEYING, PLC AND 03 SUPPLEMENTED BY FAULCONER CONSTRUCTION CO, INC, c O L ALBEMARLE COUNTY, VA, U C� MAGISTERIAL DISTRICT, RI❑ ZZ J TAX MAP REFERENCE, TAX MAP 32 PARCEL 4 LOT A ENGINEERi MS CONSULTANTS, INC. 2221 SCHROCK ROAD M M COLUMBUS, OHIO 43229-1547cn PHONE: (614) 898-7100 FAX: (614) 898-7570 A N N I SOURCE OF T❑POGRAPHYi RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION CO, INC, COUNTY, STATEi ALBEMARLE COUNTY, VA, Q J MAGISTERIAL DISTRICT, RI❑ ZZ J TAX MAP REFERENCE, TAX MAP 32 PARCEL 4 LOT A ZONINGi PD—MCS PLANNED DEVELOPMENT Q FLOOD ZONING, 'C,' NOT LOCATED WITHING 100 -YEAR FLOOD PLANE LIMITS AS SHOWN ON THE OFFICIAL Q FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY, J YARD REQUIREMENTS THIS PLAN IS IN CONFORMANCE WITH Z ZMA 01-20 (AREA C) APPLICATION PLAN AND PROFFER #1 BUFFER ZONE, N/A MAXIMUM STRUCTURE HEIGHT, 1 STORY PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT EXISTING USE, VACANT PROPOSED USE, COMMERCIAL/RESTAURANT WATER RESOURCE AREAi COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHEDi NONE WATER SUPPLY PROTECTION AREA, NONE SITE AREA, 1.13 ACRES BUILDING AREA, 5,396 GSF O BUILDING CONSTRUCTION (IBC)i TYPE 5B USE GROUP (IBC)i A2 z APPROX. No. EMPLOYEES 38 Q < �.�. IMPERVIOUS AREA, 0.89 AC, = W PERVIOUS AREAi 0,21 AC Q W PARKING REQUIREDi 24 SPACES (4.5 PER 1,000 GSF) SEE TABLE 'B' 0 rW PARKING PROVIDEDi 56 INCLUDING 3 HANDICAP OF WHICH 1 IS VAN ACCESSIBLE co co LOADING SPACES PR❑VIDEDi 0 PARKING/CIRCULATION AREAi 0.76 ACRES V Im W IMPERVIOUS COVERS 0.89 ACRES J OPEN SPACEi 0.24 ACRES Q » a INLTH Op G 0�r Thomzs E. Mosure No. 032543 1, -> A;2&v' NO PROJECT 62 -12656 -00 -DD DO -0326 0 Mr - R74.00' R38.00' R6200' PR. E.O.P. EX GAS -EXW EX W PR. E.O.P. HOLLYMEAD TOWNCENTER BLOCK C1 LOT B TMP 32-41D5 DB 2916-22 1 916 22, DB 2672-727, DB 661-116 1 1.97 ACRES ZONED: PD -MC USE: UNDEVELOPED D BENCHMARK: TOP OF STORM STRUCTURE R121.8 -r ELEVATION =540.51 A (USGS NAVD 88 DATUM) �. R10.00' R5.00' 20' DRAINAGE Radius (D Length Chord DB 2789-125 C1 C L&I 71.65 3504159» a NO2'15'49»W I N II I co M / V) x x o W 0 Err,WAR N f V, N 3. 4 a V W _ 4. U wI I ELEVATIONS, SEE DETAIL C/ C1.2. { -) N N w 0) � Q !Y 6. CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTIUTY SPECIFICATIONS. C f co N M 7. I � LO I co ASSEMBLY NO.: BE-202-DLS-X, FIXTURE TYPE: P16B-SH10.Li 8. N O � I I 3 M z o 9. R74.00' R38.00' R6200' PR. E.O.P. EX GAS -EXW EX W PR. E.O.P. HOLLYMEAD TOWNCENTER BLOCK C1 LOT B TMP 32-41D5 DB 2916-22 1 916 22, DB 2672-727, DB 661-116 1 1.97 ACRES ZONED: PD -MC USE: UNDEVELOPED D BENCHMARK: TOP OF STORM STRUCTURE R121.8 -r ELEVATION =540.51 A (USGS NAVD 88 DATUM) �. R10.00' R5.00' 20' DRAINAGE Radius EASEMENT Length DB 2916-22 Chord DB 2789-125 C1 DB 2678-389 L&I 71.65 3504159» w tID 7 EX. WALL HOLLYMEAD TOWNCENTER BLOCK C1 LOT B TMP 32-410 DB 2916-22, DS 2672-727, DB 1661-116 1.74 ACRES ZONED: PD -MC USE: UNDEVELOPED STORMWATER MANAGEMENT, w CONSTRUCTION, & LANDSCAPE EASEMENT DB 2678-389 cn W x w 20' SAN. SEWS EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 in W N A_ _j x N W r HEADWALL TO HAVE STONE FACE N z 3 STORMWATER MANAGEMENT, OUTDOOR PATIO w o m CONSTRUCTION, & LANDSCAPE 21 (45.70' x 13.67') _ EASEMENTS39'46'44»E 129.63' � DB 2678-389 Lno� � ` n a V w • :,IC�:l :::: :::: I o 111 ul { w 22 / /////,�///,�//�,, 1.:::::: CV /W C1. .O i , 19 10 , .... .... ..: !/) J Rows 111111111111111111111111 C1•13 rAURW ,� .... SITE AREA = f1.13 AC / 70 PARKING SPACES 155 SEATS I. :.:. •: Z .:.'.. . •d' ... F.F. = 541.25 / :::.: 6„•. :::: Q.:... R225:06'• ° . ° AVERAGE BUILDING HT. = 18.16' / '� / MAX. BUILDING HT. = 25.00' �, ..... �...... 8 1 r*m ...:.......'.:... . j SINGLE STORY .. 26.52' i 80.00' z...::::^I 24.00' / �'::..:.. '.'::............... 1 13 °D........ :;:.. ::I::::::: .. •.1•.•.•.•.•:.•.•I•.•.•.•.•.1':.•.•.'.•.'.•I'....'.1::.'.•.::.. 1� L.. ......... 2 14 '15:::: : ......::: : :::::e ad I a. 16 R15600' ::::: ' ::::: 83.00R5.00' 15.32' 5 P KING SPACES AT 9.00' = 45.00' IH.C. .00 8.00' 8.00' 8. a ::5'::: Ct.1 C . Jho ... ct.t :;: �::.. in 24. 18.00' 18.00' 00 24.00' 9.66' 6 P NG SPACES AT 9.00' = 54.00' 9.68' 2400' 16.00' �- :':' 27.94 :::+•�g'p ..... R4.50' R4.50' R4`50 R4.50' SD :::: L0 _ I 3 N F g 3 3 7 L ;•+ I R5.00' C1. < I z IA 7 ....... ..... In pf A w Ct.CD L 3 R4�50' z C1. ::::: :::::' R5.00' Ci. R4.50' R4.50'; ; ; • • ll 23 a '''' ':':'::: •:• :::::::::....v'....:;:;:: I R4,50' PARKING SPACES AT 9.00 = 54.011 ESMT 0 x ESMT ESMT ....... ....... I ESMT 20 SAN. SEWER EASEMENT ::...:.:} .::..:: I ESMT L R'i g DB 2916-22 DRAINA E EASEMENT 4i 14 EX SAN - EX EX. 8" PVC cl• N EX SAN �`' DB 291 -22 EX SAN EX SAN EX SAN DB 268 -389 EX SAN EX SAN 20.67' 8 PARKING SPACES AT 9.00' = 2.00' .00 6 PARKING SPACES AT 9.00' =54.00' #; R20.00' SMT E MT .......... { ESMT ES T R5.00' ........ ::'::.:'::'::I.....:' ESMT R5.00 A A : 17 ::::::::::: ::::::::: :::::: ESMT ESMT ESMT SMT ESMT - EX GAS EX GAS EX GAS -20:- EASEMENT X 8" DUCTILE IRON EASEMENT EX W EX WE ' D8 �a16-��- DB 2678-405WVE ESMT ESMT FH 3 C1. ad D 3 C1. / C 7 CI. • I / C1.1 / ::: .......... ................................... ESM •.•.•SMT .......................... .....: ::Esq T ::E &N}T.: Oro • » ::ESMT p DRIVE LANE, 44 W 63 84 ::::::::::. gsca iNG ........ CONSTRUCTION AN •.•.•.•.EASEMEP}}}::..:.::::...::::.................. :::::: / a CROSS -ACCESS p' :..'.OB:2918.-22':::::.:::.:::...........:..............:::.::.:..::::::.::. R5.00 / gt B'•'2678�4 EASEMENT D 25':::.:....:: ' . ::::::::::: DB 2916-22 ° ::: i DB 2678-42 ENTRA CE ARE • . ..........:.•.•.•.•.•.•:.....:....:...:..:1W5�...:.......:.:... •'• :::::.:..: •:•:::::::::•::::: R20.00' 8 PARKING SPACES AT 9-W = 7200' CONSTAR - - - - - ARAINAGE€11€M T' '' ''' DB 2916-22 R5.00' vi / o EASEMENT 11 18 DB 2789 125 0 DB 2916-22 DB 26781389 I DB 2678-425 / tin I 20 � -Lzom I I _ 15' AAS FASFMFNT-� L�,MF DB2916-22 678 437 DB 2678-425 / - ESMT ESMT / PR. E.O.P. / ESMT ESMT- ESMT 2p /Q ESMT / / / I II EX. SIDEWALK L - - - - - - - - EX. BUILDING Curve Radius Tangent Length Delta Chord Chord Bear. C1 115.00 37.03 71.65 3504159» 70.50 NO2'15'49»W Q Q ® / V) x x W W Err,WAR SEE DETAIL A/C1.2. V, A 3. PAINTED YELLOW STRIPING (TYPICAL). V W 4. ASPHALT HANDICAP RAMP. WARP ASPHALT UP TO TOP OF CURB, SEE SHEET C2 FOR w tID 7 EX. WALL HOLLYMEAD TOWNCENTER BLOCK C1 LOT B TMP 32-410 DB 2916-22, DS 2672-727, DB 1661-116 1.74 ACRES ZONED: PD -MC USE: UNDEVELOPED STORMWATER MANAGEMENT, w CONSTRUCTION, & LANDSCAPE EASEMENT DB 2678-389 cn W x w 20' SAN. SEWS EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 in W N A_ _j x N W r HEADWALL TO HAVE STONE FACE N z 3 STORMWATER MANAGEMENT, OUTDOOR PATIO w o m CONSTRUCTION, & LANDSCAPE 21 (45.70' x 13.67') _ EASEMENTS39'46'44»E 129.63' � DB 2678-389 Lno� � ` n a V w • :,IC�:l :::: :::: I o 111 ul { w 22 / /////,�///,�//�,, 1.:::::: CV /W C1. .O i , 19 10 , .... .... ..: !/) J Rows 111111111111111111111111 C1•13 rAURW ,� .... SITE AREA = f1.13 AC / 70 PARKING SPACES 155 SEATS I. :.:. •: Z .:.'.. . •d' ... F.F. = 541.25 / :::.: 6„•. :::: Q.:... R225:06'• ° . ° AVERAGE BUILDING HT. = 18.16' / '� / MAX. BUILDING HT. = 25.00' �, ..... �...... 8 1 r*m ...:.......'.:... . j SINGLE STORY .. 26.52' i 80.00' z...::::^I 24.00' / �'::..:.. '.'::............... 1 13 °D........ :;:.. ::I::::::: .. •.1•.•.•.•.•:.•.•I•.•.•.•.•.1':.•.•.'.•.'.•I'....'.1::.'.•.::.. 1� L.. ......... 2 14 '15:::: : ......::: : :::::e ad I a. 16 R15600' ::::: ' ::::: 83.00R5.00' 15.32' 5 P KING SPACES AT 9.00' = 45.00' IH.C. .00 8.00' 8.00' 8. a ::5'::: Ct.1 C . Jho ... ct.t :;: �::.. in 24. 18.00' 18.00' 00 24.00' 9.66' 6 P NG SPACES AT 9.00' = 54.00' 9.68' 2400' 16.00' �- :':' 27.94 :::+•�g'p ..... R4.50' R4.50' R4`50 R4.50' SD :::: L0 _ I 3 N F g 3 3 7 L ;•+ I R5.00' C1. < I z IA 7 ....... ..... In pf A w Ct.CD L 3 R4�50' z C1. ::::: :::::' R5.00' Ci. R4.50' R4.50'; ; ; • • ll 23 a '''' ':':'::: •:• :::::::::....v'....:;:;:: I R4,50' PARKING SPACES AT 9.00 = 54.011 ESMT 0 x ESMT ESMT ....... ....... I ESMT 20 SAN. SEWER EASEMENT ::...:.:} .::..:: I ESMT L R'i g DB 2916-22 DRAINA E EASEMENT 4i 14 EX SAN - EX EX. 8" PVC cl• N EX SAN �`' DB 291 -22 EX SAN EX SAN EX SAN DB 268 -389 EX SAN EX SAN 20.67' 8 PARKING SPACES AT 9.00' = 2.00' .00 6 PARKING SPACES AT 9.00' =54.00' #; R20.00' SMT E MT .......... { ESMT ES T R5.00' ........ ::'::.:'::'::I.....:' ESMT R5.00 A A : 17 ::::::::::: ::::::::: :::::: ESMT ESMT ESMT SMT ESMT - EX GAS EX GAS EX GAS -20:- EASEMENT X 8" DUCTILE IRON EASEMENT EX W EX WE ' D8 �a16-��- DB 2678-405WVE ESMT ESMT FH 3 C1. ad D 3 C1. / C 7 CI. • I / C1.1 / ::: .......... ................................... ESM •.•.•SMT .......................... .....: ::Esq T ::E &N}T.: Oro • » ::ESMT p DRIVE LANE, 44 W 63 84 ::::::::::. gsca iNG ........ CONSTRUCTION AN •.•.•.•.EASEMEP}}}::..:.::::...::::.................. :::::: / a CROSS -ACCESS p' :..'.OB:2918.-22':::::.:::.:::...........:..............:::.::.:..::::::.::. R5.00 / gt B'•'2678�4 EASEMENT D 25':::.:....:: ' . ::::::::::: DB 2916-22 ° ::: i DB 2678-42 ENTRA CE ARE • . ..........:.•.•.•.•.•.•:.....:....:...:..:1W5�...:.......:.:... •'• :::::.:..: •:•:::::::::•::::: R20.00' 8 PARKING SPACES AT 9-W = 7200' CONSTAR - - - - - ARAINAGE€11€M T' '' ''' DB 2916-22 R5.00' vi / o EASEMENT 11 18 DB 2789 125 0 DB 2916-22 DB 26781389 I DB 2678-425 / tin I 20 � -Lzom I I _ 15' AAS FASFMFNT-� L�,MF DB2916-22 678 437 DB 2678-425 / - ESMT ESMT / PR. E.O.P. / ESMT ESMT- ESMT 2p /Q ESMT / / / I II EX. SIDEWALK L - - - - - - - - EX. BUILDING Curve Radius Tangent Length Delta Chord Chord Bear. C1 115.00 37.03 71.65 3504159» 70.50 NO2'15'49»W GAS EX GAS - ESMT 15' ELECTRIC EASEMENT OB 2687-325 N39046'44» W 126. TMP 32-43B l TARGET CORPORATION DB 2678-264 DB 2789-125 ZONED: PD -MC USE: RETAIL EX. LIGHT POLE Q x W EX GA z N W V) w 11 11 1 I (I I II I 9 SITE .�MILY N ONO= VICINITY MAP NOT TO SCALE SITE DATA TOTAL AREA = 49,424 S.F. 1.13 AC. TOTAL IMPERVIOUS = 39,117 S.F. 0.89 AC. (79%) BUILDING = 5,206 S.F. 0.12 AC. (107.) FREEZER/COOLER = 286 S.F. 0.007 AC. (0.6%) PORCH = 143 S.F. 0.003 AC. (0.490) PAVED AREA = 33,482 S.F. 0.76 AC. (687.) TOTAL PERVIOUS = 10,307 S.F. 0.24 AC. (2190) 1 1 I I I I I I I I *' 04 !7ZONM EM BIBB13 FEB 2013 FM 20WA 71.1 C EiPARnMAL Zq 28 JILL 2B= DWAi; UNr OKEYED NOTES O N 1. W 2. Q Q V) x x W W V) w 11 11 1 I (I I II I 9 SITE .�MILY N ONO= VICINITY MAP NOT TO SCALE SITE DATA TOTAL AREA = 49,424 S.F. 1.13 AC. TOTAL IMPERVIOUS = 39,117 S.F. 0.89 AC. (79%) BUILDING = 5,206 S.F. 0.12 AC. (107.) FREEZER/COOLER = 286 S.F. 0.007 AC. (0.6%) PORCH = 143 S.F. 0.003 AC. (0.490) PAVED AREA = 33,482 S.F. 0.76 AC. (687.) TOTAL PERVIOUS = 10,307 S.F. 0.24 AC. (2190) 1 1 I I I I I I I I *' 04 !7ZONM EM BIBB13 FEB 2013 FM 20WA 71.1 C EiPARnMAL Zq 28 JILL 2B= DWAi; UNr NOTES: (A) ANY VIEW OF ROOFTOP EQUIPMENT SHALL BE HIDDEN FROM ROUTE 29 NORTH (B) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (C) ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. (D) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE GROUND APPURTENANCES, AND AS TAKEN FROM SURVEY. UNDERGROUND UTILITIES NOT SHOWN HEREIN MAY EXIST. (E) BUILDING AND PARKING SETBACKS: BUILDING SETBACKS: PARKING SETBACKS: FRONT: 30' FRONT: 10' SIDE: N/A SIDE: N/A SIDE: N/A SIDE: N/A REAR: N/A REAR: N/A EX GAS (F) BOB EVANS SHALL PROVIDE LETTERS OF PERMISION FOR ALL OFFSITE CONSTRUCTION. BOB EVANS RESTAURANT PARKING REQUIREMENTS BOB EVANS RESTAURANT = 21 MAX. EMPLOYEES / 155 SEAT BOB EVANS RESTAURANT = 5,396 S.F. GROSS FLOOR AREA 3 HANDICAP SPACES REQUIRED 3 HANDICAP SPACES PROVIDED 24 TOTAL SPACES REQUIRED (ZONING) 70 TOTAL SPACES PROVIDED (MEETS APPROVED P.U.D. AND ZONING) 0 10 20 30 40 SCALE: 1"=20' DATE SUBMITTED 02/13/06 1� 0���LTH pF 1 U Thomas E. Mosure No. 032543 v ",�oNAI���ZrG•O6 OKEYED NOTES O 1. BE -44 BUILDING SIGNS - VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. SEE DETAIL A/C1.2. 3. PAINTED YELLOW STRIPING (TYPICAL). V W 4. ASPHALT HANDICAP RAMP. WARP ASPHALT UP TO TOP OF CURB, SEE SHEET C2 FOR ELEVATIONS, SEE DETAIL C/ C1.2. -) 5. CONCRETE TE RAMP TO SERVICE DOOR, SEE DETAIL G/C1.1. FLAIR SIDE MAXIMUM 1:10. w 0) m 10 n p. Q 6. CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTIUTY SPECIFICATIONS. C "q �d 7. SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D C1.2. / LL ASSEMBLY NO.: BE-202-DLS-X, FIXTURE TYPE: P16B-SH10.Li 8. INSTALL 4" SQ. CONCRETE FILLED STEEL POST WITH RUBBER BUMPER AND HOLDER. O TOP OF POST AT V-10" ABOVE FINISHED FLOOR. STOP DOOR AT 90' POSITION. z 9. HANDICAP PARKING SYMBOL, SEE DETAIL B/C1.2. O 10. 30 FLAGPOLE, 8 x 12 FLAG SIZE, AND CONCRETE PAD. SEE DETAILS J/C1.1 AND K/C1.1. •- w 11. TAPER LAST 10 FEET OF NEW CURB TO MEET AND MATCH CONFIGURATION AND ELEVATION OF ma EXISTING ADJOINING CURB OR PAVEMENT. Q 12. TRASH ENCLOSURE, SEE SHEET T-1.0 FOR DETAILS 1/T-1.0 THRU 9/T-1.0. 13. "CARRY HOME KITCHEN" BUILDING SIGN. VERIFY SIZE WITH BOB EVANS REPRESENTATIVE. N 14. HANDICAP PARKING SIGN WITH "VAN ACCESSIBLE" AND FINE SIGN. SEE DETAIL A/C1.2.� 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 O HOME KITCHEN' PARKING SIGNS. POSTS TO BE BURIED 3' DEEP IN AN 8" DIAMETER CONCRETE BASE. 'CARRY ry HOME KITCHEN' PARKING SIGNS SHALL BE PROVIDED BY BOB EVANS. GENERAL CONTRACTOR TO COORDINATE M M PLACEMENT OF POSTS WITH BOB EVANS REPRESENTATIVE. 17. BOB EVANS MONUMENT SIGN, 8 FEET IN LENGTH. CONTRACTOR TO COORDINATE BRICK BASE ANDo FOUNDATION WITH BOB EVANS REPRESENTATIVE. �o 18. EXISTING CURB TO REMAIN. Q 19. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE 0 w APPROVED BY B00 EVANS REPRESENTATIVE. Z J 20. MATCH FINAL GRADE OF UNPAVED, DEVELOPMENT AREA TO TOP OF PROPOSED PAVEMENT. DIMENSIONS] ARE TO EDGE OF PAVEMENT. 21. RETAININGA W LL TO BE CONSTRUCTED UC11=D BY BOB EVANS CONTRACTOR UNLESS PREVIOUSLY CONSTRUCTED Q BY HOLLYMEAD TOWNCENTER. O 22. PROVIDE HANDICAP RAMP PER ADA AND CHARLOTTESVILLE STANDARDS. _ 23. USE 8" CONCRETE SLAB WITH 6" X 6" - W1.4 X W1.4 W.W.F. NOTES: (A) ANY VIEW OF ROOFTOP EQUIPMENT SHALL BE HIDDEN FROM ROUTE 29 NORTH (B) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (C) ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. (D) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE GROUND APPURTENANCES, AND AS TAKEN FROM SURVEY. UNDERGROUND UTILITIES NOT SHOWN HEREIN MAY EXIST. (E) BUILDING AND PARKING SETBACKS: BUILDING SETBACKS: PARKING SETBACKS: FRONT: 30' FRONT: 10' SIDE: N/A SIDE: N/A SIDE: N/A SIDE: N/A REAR: N/A REAR: N/A EX GAS (F) BOB EVANS SHALL PROVIDE LETTERS OF PERMISION FOR ALL OFFSITE CONSTRUCTION. BOB EVANS RESTAURANT PARKING REQUIREMENTS BOB EVANS RESTAURANT = 21 MAX. EMPLOYEES / 155 SEAT BOB EVANS RESTAURANT = 5,396 S.F. GROSS FLOOR AREA 3 HANDICAP SPACES REQUIRED 3 HANDICAP SPACES PROVIDED 24 TOTAL SPACES REQUIRED (ZONING) 70 TOTAL SPACES PROVIDED (MEETS APPROVED P.U.D. AND ZONING) 0 10 20 30 40 SCALE: 1"=20' DATE SUBMITTED 02/13/06 1� 0���LTH pF 1 U Thomas E. Mosure No. 032543 v ",�oNAI���ZrG•O6 0���LTH pF 1 U Thomas E. Mosure No. 032543 v ",�oNAI���ZrG•O6 0 a. 0 0 N v h r N x EXPANSION JOINTS 20'-0" O.C. SITE PAVING NOTES EXTERIOR CONCRETE NOTES GENERAL NOTES 1. PAVING BASE MATERIAL AND COMPACTION REQUIREMENTS ARE MAX. CONTROL JOINTS 10'-0" O.C. 1. REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO EQUAL TO STATE HIGHWAY SPECIFICATIONS. REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 1. TRUCKING ON OR ABOUT THE SITE WILL BE PERMITTED ONLY WITHIN REASONABLE LIMITS AND 3 1/2" THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT DOWEL HOLES PRE- " " 2. DO NOT INSTALL PAVEMENT UNTIL ALL UTILITY STRUCTURES ARE AND MATERIALS. THE STORAGE SHALL BE CONFINED TO SUCH LIMITS AS MAY BE JOINTLY 2, qll RADII SHALL BE TRUE ARCS. AGREED BY OWNER AND CONTRACTOR. DRILLED 3'-0" O.C. 34ADJUSTED TO BE FLUSH WITH FINAL PAVEMENT ELEVATION (IE. 3. ALL CONCRETE CURB AND GUTTERS ARE TO BE SET LEVEL WITH PAVEMENT TO CLEAN OUT COVERS, CATCH BASIN LIDS, MANHOLE LIDS, ETC. 2. THE CONTRACTOR SHALL FURTHER ENFORCE THE ARCHITECTS INSTRUCTIONS OF SUCH AVOID COLLECTING OR STANDING WATER. NATURE, INCLUDING PARKING, USE OF ROADS, AND FIRE PREVENTION, WHICH THE OWNER MAY (0 \\ \� DEEM NECESSARY OR DESIRABLE ON THE OWNER'S PROPERTY. N C2 IV in / ASPHALTIC CONCRETE ,ftp sets s�IRITAL " 4. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. 3. UTILITIES SHOWN TAKEN FROM SURVEY AND PART FROM RECORDS OF RESPECTIVE UTILITY FEB 2006 (2) 1 1/2 LAYERS COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO era sire sueMrrk. GRAVEL BASE r \//\ ASPHALTIC CONCRETE 5. ALL CONTROL JOINTS TO BE CUT 25% OF CONCRETE THICKNESS (TOOLED OR OR UPON PREMISES SHOWN ON PLAN. COMPACTED / VERIFY WITH SOILS REPORT 13 FEB 2008 SAWCUT).4. ALL ELEVATIONS INDICATED WITH LEADERS REPRESENT FINISHED ELEVATIONS, I.E. 0.00. ALLHEALMWT TMDWARrTAL ` \\/ ►� ELEVATIONS INDICATED ON THE PLOT PLAN WHICH ARE SKEWED AT A 45 DEGREE ANGLE ARE 28 JUL 2005 �\%\\%\/�j�\/\\%\%\\%\ 6. MAXIMUM DIMENSION WITHOUT CONTROL JOINT IN APRON OR SLAB TO BE 12'. EXISTING ELEVATIONS. THE FINISH GRADE OF THE BLACKTOP PAVEMENT SHALL SLOPE Br�aDer+ilwnl�3lTsuBnRrrllt_ I -Mb _ UNIFORMLY TO FINISH ELEVATIONS SHOWN ON THE PLOT PLAN. /SUB -BASE• PER`//\///�// MPACTED (( \\ SOILS REPORT/ ��/� ao 7. ALL CONCRETE TO BE 4000 P.S.I. AT 28 DAYS. eu DOC, MI CONSTR)MM /\\/\\��Ci�\•`\��/\\ \ GRAVEL BASE 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. \'� \'��/T\/����\//\/%i,` \ \ •�/!��/�/��� //�/\/\�� 8. ALL EXTERIOR CONCRETE TO HAVE 6% AIR ENTRAINMENT. BEFORE COMMENCING PAVING WORK, THE PAVING CONTRACTOR MUST MAKE CERTAIN THAT THE \SUB -BASE PER' \/ SURFACES TO BE COVERED ARE IN PROPER CONDITION. SURFACES NOT ACCEPTABLE SHALL \/\SOILS REPORT / \\ PROVIDE BOB EVANS REPRESENTATIVE WITH \/\/\�,\�,\�,� \��/\/ \\/j\/ BE REPORTED TO THE OWNER IMMEDIATELY. THE PAVING CONTRACTOR IS RESPONSIBLE FOR PROFILE FOR APPROVAL PRIOR TO CONSIRUC110N//\////\j/�///y�j\ �./\\ 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 AND UASPHALT. THE L PAVING CONTRA CONTRACTOR WILL BEHELDLRESPO RE FOR ESPONSIBLE PLACING THE FRE SULTS OGRAVEL BF WITH THE BUILDING, THERE SHALL BE A 1/2" EXPANSION JOINT. SEE DETAIL THE FINAL PAVING AND SHALL ASSURE THAT THE RESULTS OF THE PAVING WILL MEET A EXTRUDED CURB SECTION c PAVING DETAIL F/C1.1. REASONABLE EXPECTATIONS. 6. THE PLUMBING CONTRACTOR SHALL VERIFY SEWER DEPTH AND BE RESPONSIBLE FOR �.lNOT TO SCALE C1.1 NOT TO SCALE PROVIDING ADEQUATE SLOPE OF BUILDING SEWER TOWARD THE CITY SEWER IN STRICT L (� ACCORDANCE WITH THE GOVERNING AUTHORITIES PRIOR TO BUILDING CONSTRUCTION. C MINIMUM GRADE PERMITTED IS PER LOCAL CODES BUT NOT LESS THAN 1 (ONE) PERCENT. "� C 4" CONCRETE WALK (LIGHT BROOM 7. THE PLUMBING CONTRACTOR, ELECTRICAL CONTRACTOR, SIGN CONTRACTOR, RESTAURANT FINISH) WITH 6x6-W1.4xW1.4 W.W.F. EQUIPMENT CONTRACTOR, AND HEATING, AIR CONDITIONING, AND VENTILATION BALANCE �1"+ CONTRACTOR SHALL BE UNDER THE DIRECTION OF THE GENERAL CONTRACTOR WHO WILL BE 1/4" WIDE x 1" DEEP CONTROL HELD RESPONSIBLE FOR THE COORDINATION OF ALL WORK ON THIS PROJECT AND THE SEE SITE PLAN FOR DIMENSIONS SEE SITE PLAN FOR DIMENSIONS JOINT AT 10'-0" O.C. MAXIMUM PROPER EXECUTION OF THE SAME. SLOPE 2% MAX. SLOPE 2X MAX. � .�..+ 1/2" EXPANSION JOINT NOT TO 8. WHERE IT IS NECESSARY TO CUT CITY CURBS, THEY SHALL BE RESTORED AND/OR EXCEED 25'-0" APART. RECONSTRUCTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING CITY (( SEE SHEET C1 4" CONCRETE WALK 4" CONCRETE WALK INSTALL VINYL "ZIP -STRIP" BY AUTHORITIES. RECONSTRUCT CITY CURBS AFTER DEMOLITION OF EXISTING APPROACHES. (BROOM FINISH) WITH 12" TOPSOIL (TYPICAL (BROOM FINISH) WITH VINYLEX CORP' 9. ALL EXISTING UTILITIES SERVING THE PROPERTY SHALL BE PROPERLY TERMINATED IN 6X6 -W1.4 /W1.4 W.W.F. 6" LANDSCAPE AREA) 6x6 -W1.4 /W1.4 W.W.F. o COMPLIANCE WITH CITY ND/OR COUNTY REGULATIONS. D SLOPE TOOLED JOINT 1" EASED EDGE -� _ 10. REMOVE ALL TREES, INCLUDING ROOT STRUCTURES, EXCEPT THOSE SPECIFICALLY NOTED TO 4" COMPACTED GRAVEL REMAIN AND THOSE ON PROPERTY LINES. DO NOT CLEAR SITE PRIOR TO COORDINATING WITH -° ° (NO VAPOR BARRIER) jam/ / /\\,�\ \ \ \ /\/\/\/\/\/\ \/ /\ THE OWNER AND THE LANDSCAPING PLAN TO LOCATE ALL TREES TO REMAIN. to 11. ALL EXTERIOR SIGNS SUPPLIED BY SIGN CONTRACTOR TO OWNER. ELECTRICAL CONTRACTOR /j\// � A, SHALL PROVIDE CONDUIT AND WIRE TO SIGN. FINAL CONNECTIONS BY ELECTRICAL �!/�\/ /�/' /%//`/!� /•\%\\./�\/�\./�\!\/\/ ,� ` �' COMPACTED AGGREGATE, SEE SPECIFICATIONS COMPACTED CONTRACTOR. 12. REMOVE EXISTING TOP SOIL FROM AREAS TO BE PAVED AND REPLACE WITH SUITABLE \\� SOIL SUB -BASE I ( 4" COMPACTED GRAVEL \// i- ` (NO VAPOR BARRIER) !\\��\,�\�/�\\�\��\��\\. EXPANSION JOINT CONTROL JOINT COMPACTED FILL. NOTES: 13. GENERAL CONTRACTOR SHALL PROVIDE GROUND POISONING FOR TERMITES AND OTHER 1. LOCATE CONTROL JOINTS AS SHOWN ON PLAN OR 10' O.C. MAXIMUM. VERIFY WITH INSECTS PRIOR TO FINAL CONCRETE FLOOR INSTALLATION. GENERAL CONTRACTOR SHALL BOB EVANS REPRESENTATIVE. SUBMIT TO OWNER WRITTEN GUARANTEE FROM REPUTABLE LOCAL EXTERMINATING COMPANY. 2. CONCRETE PADS OVER 4" THICK CONTROL JOINTS TO BE 12' O.C. MAXIMUM 14. DEMOLISH AND REMOVE ALL EXISTING STRUCTURES, TREES, FENCES, SLABS, DRIVEWAYS AND SIDEWALKS. VISIT SITE TO DETERMINE EXTENT OF DEMOLITION WORK WHICH MAY OR MAY \ N n SIDEWALK SECTION E SIDEWALK SECTION F WALK EXPANSION/CONTROL JOINT NOT BE SHOWN ON PLANS. C1.1 NOT TO SCALE C1.1 NOT TO SCALE C1.1 NOT TO SCALE 15. VERIFY EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. -4 \ (� 16. IN STALL GUARD POST AT GAS METER AND ELECTRIC TRANSFORMER IN ACCORDANCE WITH ALL CD APPLICABLE CODES. MINIMUM INSTALLATION IS 4" DIA. X 7'-0" LONG STEEL PIPE, CONCRETE W FILLED, 3'-D" ABOVE GRADE. (2) AT GAS METER AND (2) AT ELECTRIC TRANSFORMER. Q d!OOLED JOINTS AT 6" O.C. 10'-0" > 4.' a 1/8" W x 1 2" D Q 4" CONCRETE WALK WITH 6X6-W1.4/IN1.4 METAL THRESHOLD/QUARRY TILE" 17. BACKFILL ALL TRENCHES UNDER SLABS, WALKS, AND PAVED AREAS WITH BANK RUN GRAVEL. a W.W.F. -BROOM FINISH HOLD WALK 1 E BELOW THRESHOLD 5'-0` 5 -0 ALL EXCAVATING AND BACKFILLING IS BY INDIVIDUAL CONTRACTS (PLUMBING, ELECTRICAL, Z O d a 4 / ETC.). SEE SPECIFICATIONS 02000. _I Z WALK DIM. PER SITE PLAN °. " � S CONCRETE DUMPSTER PAD. CONCRETE RAMP TAPER BOTH B 4 THICK CONCRETE 18, GENERAL CONTRACTOR IS !9 TO SEED AND MULCH ALL DISTURBED AREAS OUTSIDE PROPERTY Q a SIDES (G/C1.1) 1/2" EXPANSION JOINT WITH BEAD t0 " AND INSURE ESTABLISHMENT OF ADEQUATE VEGETATION (SEE HATCHING ON SHEET Cl).W Z it -CONTROL JOINT 1 DEEP Q F ° F- (( " a d 4 #4 DOWELS 2'-O" LONG AT 1'-O" O.C. as ° FOUNDATION SEE 19. INSTALL 12" PULVERIZED TOPSOIL FLUSH WITH WALKS IN ALL LANDSCAPING AREAS CLOSE TO O Q o °a' a d• BUILDING AND 2w TOPSOIL IN AREAS INDICATED AS SOD. ALL MOUND AREAS TO RECEIVE 12 _J m a ° DETAIL K/C1.1 OF TOPSOIL. PULVERIZED TOPSOIL TO BE ROLLED TO PREVENT EXCESS SETTLEMENT ALL o o o AQ� ' N SODDED AREAS TO HAVE POSITIVE DRAINAGE. _ a e d a d d. cs �c u 4 a a ° q FLAGPOLE ° 20. ALL UTILITY STRUCTURES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH ALL GOVERNING J ° d r t t0 ° do ° �d CODES OR STANDARDS (CITY, COUNTY OR STATE). Q 4 4.44 Y / ° Ea. a d a4 0 4 Go _ 21. FOLLOW WRITTEN DIMENSIONS ALWAYS. DO NOT SCALE. 11 1 H 4 .\///�\/�\� / ///\\//\/� // / / / a 14 4 .44 q a SIDEWALK 22. ALL SITE WORK AND PAVING MUST BE IN ACCORDANCE WITH, OR SURPASS RECOMMENDATIONS Q "' ° a POUR SLAB 3/4" PAST FACE . . a . a d OF SOILS REPORT. IF SOILS REPORT CONFLICTS WITH DRAWINGS AND SPECIFICATION, THE A . a°: a MORE PROHIBITIVE OF THE TWO SHALL TAKE PRECEDENCE AND BE CONSIDERED TO BE THE (( c OF BLOCK AT REAR DOOR 4a. d 1 41 INTENT OF THE BID DOCUMENTS. IN ALL CASES STRICTLY ADHERE TO DRAWINGS AND � CONCRETE SIDEWALK, ° d • a.a a a a d .a TO SUPPORT EDGE OF DOOR . a ° .. a ° • • 40,a • ..° SPECIFICATIONS. J SEE DETAIL E/C1.1 THRESHOLD d a ° a ° 5'-0" d d ° d d ° 23. GENERAL CONTRACTOR IS TO INSTALL MINIMUM ONE 4" P.V.C. CONDUIT FOR PRIMARY Q d OMIT TOP COURSE OF BLOCK (ONE) ° ° a ° ; TO POUR SLAB THRU OPENING SERVICE UNDER ALL PAVING BETWEEN TRANSFORMER AND PROPERTY LINE. SEE SPECIFICATIONS FOR UNDERGROUND SERVICE CONDUIT. SUPPLY ADDITIONAL CONDUITS IF 6'-O" REQUIRED BY UTILITY CO. W 24. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN I- G DELIVERY RAMP H DELIVERY RAMP J FLAGPOLE BASE OUTS, MANHOLES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE Z C1.1 NOT TO SCALE C1.1 NOT TO SCALE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. REFER TO THE SITE GRADING LE Q� NOT TO SCAPLAN SHEET AND MOUNDING. /�W. IV V CG -3j z STANDARD FOUNDATION DIMENSIONS � � ALUMINUM "ADMIRAL" , A I FLAGPOLE HEIGHT TUBE LENGTH JA e " -�-6 -unouel wtn?u nc ceucucur M 4" SLOPED CURB SECTION �.lNOT TO SCALE ^ 1 \ A 0. W 30 � " � � � e � FLAGPOLE WITH X312 1RAD. 5" DURANODIC BRONZE 3" 1RAD.n` PROPOSED PAVEMENT � v vw I ANODIZED FINISH \ %\ :o � �-z"-�-•-6" ADJACENT CONCRETE WALK \ \j TO BE FLUSH WITH TOP° a � 16 GAUGE CORRUGATED ...,..• Surface STEEL TUBE WITH STEEL . °SUPPORT PLATE ,s••� r�,�A LIGHTNING OD AND a Ti�omas E. T1!os>wre vy�•. ° ease NOTES U No. 032543 s ° NOTE: USE METAL SHIMS ° . p.;. This Nem may be precast or oast In place. TO SECURE FLAGPOLE. SHIMS PROVIDED BY i v b Conpete to be Hasa A3 If east In plots, .'. ; � �•' -•� P51 It precast. e• r (( GENERAL CONTRACTOR ° Q PROVIDE BOB EVANS REPRESENTATIVE WITH PROFILE subbase N a ° FOR APPROVAL PRIOR TO CONSTRUCTION �.- T" Curb having a radius of 300 ft. or less A D Wong face of ourb) will be paid for as NOTE: INCLUDE ONE NYLON U.S. FLAG. COORDINATE SIZE WITH g The depth f cur When fids standard is b be tied info exisfin a „ � �'rT NIUMEIM BOB EVANS REPRESENTATIVE a' a the dance in standards mod. of regular depth of nolo may be much as Wath epi farrier curb, the transition a >D be Wade within (13"depth)or Increased as much as 3"!19'dsptt) 62-12V W-vn- B openings. in order that the bottom of curb will coincide with rtQ the top of o course of the poverW substructure. DO -0326 No L CURB SECTION This curb shoo used when design speed Is a adjustmentenvin the depth le to id ts•ob shown. or greater than 40 WH on Raral highways and decrease in the peke bid is pt . mods for a C 1.1 NOT TO SCALE 45 MPH In developed Urban and Suburban decrease or on Increase in depth. areas. • SPECIACATION �� IK%FLAGPOLE BASE SECTION STANDARD 4" REPiREN E .CURB , 3 C 1.1 NOT TO SCALEzol.oz VIRGINIA DEPARTMENT OF TRANSPORTATION DATE SUBMITTED 02/13/06 4 OF 13 U) 0 d rn ' v Nr CID0 N N 3 v v� 0 U) cc w� CIDN C7 co to Nco 3 ca 0 VO HANDICAPPED 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. PARKING sw to s300 ':50 to $300 FINE' SIGN ?0. FINE �— N 02 BETWEEN VAN "VAN ACCESSIBLE" SIGN o HANDICAP DETAIL ANC1S21GN, CONCRETE '�fi IA 2" AND 6" ACCESSIBLE AS NOTED ON SITE PLAN i - (MOUNT IN SIDEWALK) ZONM 8M BLOWMAL z 13 FEB 2006 6" PAINTED 2" DIAMETER SCHEDULE 40 STEEL + TAPER ASPHALT TO BE—T BrQq 81TE 8t�►BiTAL YEupyy PIPE, PAINTED P-8 FLUSH WITH CONCRETE 13 FEB 2W6 N STRIPING WALK AT TOP �-T � � 2� �L � � oM 6" DIAMETER SCHEDULE 40 STEEL PIPE, ° BDQ D9MMMW BUBWffAL PAINTED P-8 a CONCRETE SIDEWALK PARKG BD DOCU�tieVCONBrtR1JC�10N ACCESSIBILITY SYMBOL PROPORTIONING GUIDE pQ� D�OpF — PAINTED ON PAVEMENT • a C 6" DIAMETER POST IN 12" < DIAMETER CONCRETE s TO BE BLUE IN COLOR, UNLESS OTHERWISE SPECIFIED N `/\\ \ f .. \\ FOOTING � � \ \ a., //\� NOTE• 4. U \/ HANDICAP SIGN MOUNTING HEIGHT PER LOCAL PAINTED SYMBOL, C n A / �/ CODE AND INSTALLATION PER LOCAL SEE DETAIL B C1.2 REQUIREMENTS 3" s" ri""NHANDICAP SYMBOL -w . 4 1 C1.2NOT TO SCALE Ccd W c HANDICAP RAMP �= A HANDICAP SIGN NOT TO SCALE \QL.2 NOT TO SCALE SITE ELECTRICAL NOTES 1. EACH LIGHT CIRCUIT SHALL HAVE HOME RUN CONDUIT TO SWITCHGEAR. 40 2. FINAL ADJUSTMENTS OF SITE LIGHT ANGLES AND DIRECTIONS ARE TO BE MADE AFTER DARK, AVOID INTERFERENCE WITH TRAFFIC OR ADJACENT PROPERTY, PER SATISFACTION OF BOB EVANS REPRESENTATIVE. 3. ALL SITE LIGHTING TO BE WIRED IN 1" PVC EACH CIRCUIT TO HAVE DIRECT RUN TO THE SWITCHGEAR. DO NOT LOOP CIRCUITS. 4. SITE LIGHTS, POLE SIGNS, SIDE BUILDING SIGNS AND ROOF LIGHTS ARE CONTROLLED BY "LITE STAT" SYSTEM. 5. SITE SIGN CONDUIT SHALL BE 1-1/2" DIRECT TO SWITCHGEAR. INCLUDE GROUND WIRE IN CONDUIT AND SEPARATE w o _j o GROUND ROD AT FOUNDATION FOR POLE. M N M 1" NON–SHRINK GROUT CO POLE AND ANCHOR BOLTS BY ELECTRICAL Q CHAMFER 1" AT 45' TYP. CONTRACTOR Z 0 Z 1" x 12" x 12" STEEL BASE ° II 14 S PLATE WITH (4) 3/4" DIA. x 2'-0" LONG ANCHOR BOLTS a ' Ila j4-0 l II WITH 4" LONG HOOKS ; II I II DRILL 24" 0 HOLE DO Q Z NOT OVER DIG Q m N a J1, I I ,I I° FOUNDATION a 4 .II 41 I� �— ZiI 0. CONDUIT BY ELECTRICAL CONTRACTOR �// . ' I° I a ° 4- 41 I-24" DIAMETER CONCRETE PIER WITH 4 REBARS 0 Z . � , UPRIGHT AND � TIES AT z j� 12 O.C. VERTICAL Q W a /\ 2'-0" M� DIAMETER W W SECTIO O 4 5/8"� 1'-2 3/4" (-4 5/8" LK ° tC #3 TIES AT 12" pXTH OF t- 4 4 O.C. VERTICALLY ��0 f C, ° iti rJ vThor:�rs E.R�Iosure y ' No. 032543 a A (4) #7 i REBARS UPRIGHT r NC, 1 15/16" CLEAR SPACE OVAL (TYPICAL) MIB PROJECT NUM19M p 6212656-00—DD DO -0326 KDSITE LIGHT BASE C 1.2 NOT TO SCALE C1.2 •— DATE SUBMITTED 02/13/06 5 OF 13 mm In I in I mm EX GAS PR. E.O.P. EX SAN PR. E.O.P. L a HOLLYMEAD TOWNCENTER BLOCK Cl LOT B TMP 32-411)3 ° OB 2916-22, DB 2672-727, DB \� \_ J ,• �� 1661-116 EX. STM. STRUCTURE \ 1.74 ACRES / ADJUST GRATE TO - 539.75 ZONED: PD -MC N x W r - i x 8 USE: UNDEVELOPED g _ EX. 36" INV. (E) = 531.00 �`L R. 12" INV. (SII - 536.60 - OR. 3KINV. V. - 52k4 + E)M,, STING PIPE Ah\ID - - - 00PROVID EADWALL. \ \ \ - --_-_ • u \ \ AX WALL HEIG)IT\= 125'\ 527 5?8 54t.4o - - - - - -1040-00 540.90 - - - - - 541 _ BENti ARlC ^� I'll �p - - - - _ 2 { - °.mvm U(uses NA!40C _ 535 --------- ------ 541.60 `� � / � 537 541.10 HOLLYMEAD TOWNCENTER' _ I 541.25 BLOCK Cl - - - - - - � H. / + � -t- 540.75 � � • '. •� • �. • e`. : •. _ • . o � S£ :;� � + 5 • � LOT B ------ �--I TMP 32-41D5 T - - - '. 541.40 0 -Z -/c4 a \ DB 2916-22, DB 2672-727. DB _ - - - _ _ 542Z.. 1661-116 h a1 540.7 4' I. i 1.97 ACRES - - - 541.05 + �h `S 541.25 ZONED: PD -MC -' 541 95 USE: UNDEVELOPED _ _ _ - .50 o -- a'` � h o� • ... � 6 •`� .�•• . � ,. : 28.6 OF 8 STM 0 2007r A \ \ � �a�� � �,� • a' I SITE AREA = t 13 AC A 540.65 70 PARKING SP ES / \ 155 SEATS F.F. 4 541.25 AREA RAIN 541 P.. A RAGE BUILDf�I HT.Q.16'� 540A 5,,I - GRA =537 ' .. •. �.�' a��1 X. OU 'WT. F SIT. = 25.0541.75 . + `� SINGLSTORY x 541.25 w 54290 o + a°° 1.2 ah +541.25 ' / �\ .P. H.P. 54115 -//, + 1 c / i5 a 15 .85 \ 1 ` \ * Li i \ i i i 541. 1 I ! �h I O 5 1.05 541 I I \ 2 CATCH BASIN n.� �g + `'a� 540.35 ' ®5 .55 GRATE - 540.00 h^� + ht*a. +, 12"" INV. (SE) = 537.28 n ! • . \ 1� + ��� f 12 INV. (NE) - 537.18 w 540.70 / 3 3 / /540.75 + ha H.R. 510.80 ' a* 1. + `1 ' ' I f °�' + had 541.30 5 .15 8S 2.9% + ati,. Ln I \ I � 540.80 / 541.30 as + `O� + ha 85' OF 12' SIM 0 0.5071, EX GAS + 4b, ahhah� ha / �540.95 '�' 541.15 I I \ \ I 540.45 540.65 P. 1' 540 a.70 0.h 1 + I I �\ 3 W 540.20 D + �o' CATtHhBASIN i ' ►- GRATE - 540.20 5259 537.70 + halo` 4 o � + hah• hah 54213 � � 127'INV. = I 541.80 1 I W / f y 54226 � � /,'� 542.90 A 541.83 ( h I �, I a ^� ,. 541.50 � ati61 `L1� hay + n� + �� +� � ( + 6 +has aao` +41, h + / / / I / + + 3 140 I! / / I WH.P.541.25 )I I 1/ 54280 54238M 541.80 540.75 54205 ` 541.30 I / ah1 /S A .50EX. 8" PVC �. EX N EX SA EX SAW 5441.50 541.00 I h�h�o + h� f EX SAN / 15 F I ° / 541.00 Gb EX SAN IN 65 I Ga 1 _° o ^, 0 ' d. + 'n w h�� aa� a° °'� 'C +ha%, + hah, + 5a � + `� -t- � + had' + ha- � 543.15 .65 �, 541.50 / 541.75 15411#0 \ 15 '' . o / 541.25 541.20 ' �� a6 + 4a1 01 h„�h• / h / d 544.30 x / / W h h�� Lj + °543• aM�3.60 541. + 540. H.P. •� / •� I/ • � 543.95 - - �1 ...__ -`� + h� - c�- 543. \ ° \ a���/ �- ` ha`( .75 + + _ - � l• EX GAS EX G ` \ E AS 1 EX GAS GAS EX GAS ( , + �a° \ \ �I / I /� f I I W °ou o, YV r r� 545.00 / L ih ga 11� + ha°� + ;]- PR E.O.P. /a`o� / + hati� + 4,+ al + huh. 545.16 546 s /i ! 54240 ` ' - /i N \ t�p�`L ��� + �y. \ / i � as \ 10,E ��h °�h ' .- � � --- X �. \ � • ' ':,. I f \ TMP 32-A36 \ X ,1 \ TARGET COIDN DB 2678-264 2789-125 + + �'4 NED: PD-MC +� USE: RETAIL . -4EX. SIDE1t LIGHT POLE m EX GAS O KEYED NOTES O 1. 6" STORM UNE FROM ROOF SCUPPERS. CONNECT TO P.V.C. PIPE BELOW GRADE AS SHOWN ON PLAN. 2. 4" STORM LINE FROM DOWNSPOUTS. CONNECT TO P.V.C. PIPE BELOW GRADE AS SHOWN ON PLAN. 3. FINGER DRAINS PER DETAIL C/C2.1. 4. CONTRACTOR MUST RESET BENCHMARK AFTER STORM STRUCTURE IS BROUGHT TO FINAL GRADE. 5. DOWNSPOUT TO OUTLET INTO LANDSCAPED AREA USING A VELOCITY REDUCTION STRUCTURE. 6. EXISTING STORM PIPE AND INLET TO REMAIN. NOTES: (A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1. (C) 6" AND 4" STORM CONDUIT IS P.V.C. SDR -35. (D) 12" STORM CONDUIT IS ADS N-12, SMOOTH INTERIOR HDPE PIPE; REINFORCED CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL. (E) UTILITIES, OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY. COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES PLAN (C3). (F) CONTRACTOR SH %C2STALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAI LEGEND I--- PROPOSED CONTOUR ---loo--- EXISTING CONTOUR 100.50 PROPOSED ELEVATION - TOP OF CURB 100.00 PROPOSED ELEVATION - PAVEMENT 100.00 PROPOSED ELEVATION - PAVEMENT MAJOR FLOOD ROUTE ARROW 0 10 20 30 40 SCALE: 1"=20' UNDERGROUND UTILITIES TWO WORKING DAYS igNBEFORE YOU DIG 40�5 CALL 1-800-552-7001 (TOLL FREE) UTILITY NOTIFICATION CENTER OF VIRGINIA NON-MEMBERS MUST BE CALLED DIRECTLY DATE SUBMITTED 02/13/06 I I I I 1 1 1 1 1 1 N 0 IV 0 ZoNmwmaawffAL 13 FEB 2008 13 FEB 2006 MBALM CWAii'1M31r 81SMAL 28 JUL 2005 BI.Da CPAfitMff aMWAL w Z z S Q J Q 0. cc _ w 3:: v W co 2 O z Q Z Q O V, W a W OINN- LTIH pF U' Tho-mas E. Mosure ;P- No.032543 c C2 6 OF 13 w MANHOLES, CATCH BASINS AND GREASE TRAPS BACK Fl LL REQUIREMENTS FINISH GRADE OR SUB GRADE 2' -On TAPER /\ /\ /�\/jj /j\/j\/j / / / / /�• /� 1 I I I 1 1 1 I 1 I ALL AROUND \ /�j//\ ///�� -- --- N 04 co It W) '7 7, -7,7.7-:177, MMINMaUffrAL CONTRACTOR M BACKFILL 13 FW 2006 INFLUENCE TRENCH OF STRUCTURE eavissm HTE SUBWffAL WITH COMPACTED GRANULAR STRUCTURE 13 FM 2W6 BACKFILL, 98% STANDARD PROCTOR NOTE: PAVING THICKENS TO 9- AT CATCH BASIN (TYPICAL) HEAUH CIMAMMENT aMWffAL (FULL DEPTH). 000 INFLUENCE TRENCH MANUFACTURED OR FIELD CONSTRUCTED CATCH 28 JLL 2005 OF STRUCTURE BASIN MAY BE USED IF SITE CONDITIONS, LOCAL < CLAJ ELDQ DEPAMW IRRIATTAL STANDARDS, AVAILABILITY, AND/OR COST MAKE zFOR MANHOLES USE NEENAH FRAME AND GRATE R-1551, AN ALTERNATE PRACTICAL BID AS AN fR :5 AND FOR CATCH BASINS USE NEENAH FRAME AND GRATE �\// \//\� ALTERNATE AND CLARIFY IN BID. I~cn fRa- R-2502 B FOR HIGH IR- AT BASINS USE 8D - - //\\ //\/ t cr w NEENAH FRAME AND GRATE R -258-C SERIES. RIM uJ ELEVATIONS AS SHOWN ON THE SITE GRADING PLAN SHEET. 4PERFORA11ED P.V.C. , ASTMD3034 CL AT EACH CATCH BASIN,PIPESEE DETAIL C/C2.1 :z DoGROUT PIPE INTO OPENING (TYPICAL) % �\\ ADRAINAGE STRUCTURES SHALL BE 2' INSIDE REFER TO THE SITE GRADING PLAN DIMENSION PRE CAST OR BLOCK, PER CITY SHEET FOR PIPE TYPE AND SIZE. BACKFILL M BE PLACED IN Bm LIFTS AND TESTED EACH 24" OF CHARLOTTESVILLE STANDARDS. DEPTH OF FILL - ((l) TEST PER STRUCTURE PER 2' FILL) CONTRACTOR TO UNDERCUT STRUCTURE LOCATIONS CERTIFIED BY REPUTABLE TESTING COMPANY, BASE BY 8". REPLACE WITH COMPACTED COMPARISONS SHALL BE DOCUMENTED PRIOR TO ISSUANCE OFc GRANULAR BACKFILL 95X STANDARD PAYMENT. 24.* OR AS PER 7z PROCTOR. LOCAL CODE 5 NO ON SITE FILL WILL BE ALLOWED FOR UTILITY 0) TL STRUCTURES UNLESS SPECIFICALLY APPROVED BY 4_11 . BOB EVANS REPRESENTATIVE c WNW . K'A'WTILITY STRUCTURE BACKFILL REQUIREMENTS rLL BSTORM STRUCTURE DETAIL '9� I NOT TO SCALE \!L2.�INOT TO SCALE I D & 0) clf 0 TYPICAL CLEAN OUT COVER IN ALL PAVED/CONCRETE AND LANDSCAPE Go AREAS. NEENAH FOUNDRY CO. - COLUMBUS, OH, PHONE- 614-876-9837. NEENAH - R-1976 CLEAN OUT COVERS FOR ALL SANITARY AND STORM CLEAN OUTS y"C11 1/4' L OMPACT GRAVEL BASE , lw� M co _j co Xv, M cl C-4 C-4 (A x /N X/ —ASPHALT, CONCRETE, LANDSCAPE OR SOD K, < AREAS. SEE SITE GRADING PLAN SHEET > \/�\/� /\//\\//\\/�\/� ��\/\\j/��\//\\i\ i\�\� \y/ CLEAN OUT PLUG, 3 BELOW BOTTOM OF 0 N THE MANHOLE UD z 4' DIA. x 10'-0" LONG P.V.C., SDR -35, PERFORATED TOP, (4) PER CATCH BASIN 1'-8" ROL >_ OR MANHOLE, (2) PER CURB INLET, SEE CLEAN OUT LOCATIONS MARKED C.O. ON SITE GRADING AND STORM PLAN GRADING AND UTILITY PLANS. co 40 j rFFINGER DRAIN C2.1 NOT TO SCALE CLEAN OUT DETAIL C2.1 NOT TO SCALE j LL —J Ste F= PAVED UNPAVED AREA NOTE: cl SURFACE 1. BEDDING THICKNESS UNDER PIPE BARREL b, SHALL BE 1/8 OF Bc; 4* MIN. Bc IS OUTSIDE DIAMETER OF PIPE AT BELL z CL SEE PAVEMENT DETAIL FOR (SEE NOTE 3) PAVEMENT SECTION < Z K >, 2. THE HAUNCH AREA OF 'THE PIPE MUST BE FULLY SUPPORTED; THEREFORE THE BEDDING MATERIAL SHALL BE HAND l'g, D PLACED AND COMPACTED UNDER THE PIPE HAUNCH. COMPACTED AGGREGATE 1' SUITABLE ONSITE MATERIAL, PER g MAX. DIAMETER, COMPACTED< SECTION 02200 PART 2-1 AND w TO 98X SM. PROCTOR COMPACTED M 9511 SM. PROCTOR 3. IF UNPAVED AREA IS VAITHIN 10' OF PAVEMENT OR STRUCTURE THEN FOLLOW TRENCH GUIDELINES FOR PAVED AREA. co W LJ SECTION 02200 (M BE PLACED IN 8- LIFTS MAX.) _17c�qi 4. PIPE DIAMETER OF 4* OR SMALLER SHALL HAVE A MAXIMUM TRENCH WIDTH OF 12'. LL \\/\\/\\/\\/\\ TRACER WIRE #14 THIN BLUE z FOR WATER, GREEN FOR 5. BEDDING AND INITIAL BACKFILL SHALL BE SAND FOR ALL UTILITY CONDUIT CARRYING WATER, ELECTRIC, GAS, AND TRACER WIRE #14 THIN BLUE SEWER, YELLOW FOR GAS, FOR WATER, GREEN FOR ORANGE FOR COMMUNICATIONS TELEPHONE. SEWER, YELLOW FOR GAS, ORANGE FOR COMMUNICATIONS a r INTIAL BACKFILL. ANY DEVIATION FROM THE ABOVE DETAILS AND SPECIFICATIONS MUST HAVE WRITTEN APPROVAL FROM THE ON-SITE BOB C14 C14 4 4. INITIAL BACKFILL EVANS REPRESENTATIVE. 44 k op BEDDING AND INITIAL BACKFILL TO BE -2 . — BEDDING AND INITIAL BACKFILL M BE 44 COMPACTED GRANULAR MATERIAL 1/2- n COMPACTED GRANULAR MATERIAL 1/2 NOMINAL DRAINAGE FILL, SEE NOTE 5. NOMINAL DRAINAGE FILL, SEE NOTE 5 SECTION 02200 SECTION 02200 E. Mosulle > Bc Bc 0 32 _54 3 Bc + 12" MIN. Bc + 12" MIN. IL SEE NOTE 4 SEE NOTE 4 04 11 NOT TO SCALE NOT M SCALE hS PROJECT NUMBEF0 62-12656-00-M DO -W26 rGUTILITY TRENCH BACKFILL REQUIREMENTS \q!..,I)NOT TO SCALE C2,1 DATE SUBMITTED 02/13/06 7 OF 13 w / I I I � \LLYM BLOCK CENTER -- - - i \ \ \ LOT B 32-41D3 J� \ DB 29 22, B 2672-727, DB66144- 1. 4�CR - � Z D: PD -M6- � a US7\ NB4�OPED i/ / / / w / N�1 / c _ t :AD TOWNCENTER 1_ 3LOCK Cl LOT B 412_32=_4M5 -_ 2, DB 2672-727, 013- _ 1661-116 .97 ACRES NED: PD -MC UNDEVELOPED - Li e DI' BENCHMARK: TOP OF STORM STRUCTURE ELEVATION =540.51 (USGS NAVD 88 DATUM) R N luz 8 I CIRCUIT E-23- i.` .e� / 4M 13 j; FM rAtRW SITE AREA - ±1.13 AC f 70 PARKING SPACES - / 155 SEATSE-17--g- Tr / Tr -: .01, . 4.. � CIRCUIT E-17- y F.F. 541.25 / 96' INV' _• 538.46: CIRCUIT E-36, 38_ e- AVERAGE BUILDING HT. = 18.16 -I !� MAX. BUILDING HT. = 25.00' SINGLE STORY 4 j z C.O. / TC - 541.03 10 • i , 4" INV. - 538.25 2 .5' 6 SAN. O 2.00X I I I I �,---- I h - - -- /: $ t i m. A. 44 OR E- 5 � OR IT E -21 SMT Z c o o &2' 4r,(*N 0 Lot\IJ \ (L IMI 3 W C.0• C.O. N � v co Tc 7" 4m 0 / ICD E N N a INV. - 53&09 v r � t 6 I v 4 ch U � 1 ! ti N N 4 INV. - 538.09 / h � co / N CIRCUIT E-32, 34 &2' OF 4" SAN. 0 2.00% coco r 1 3 W co � c I I o w / I I I � \LLYM BLOCK CENTER -- - - i \ \ \ LOT B 32-41D3 J� \ DB 29 22, B 2672-727, DB66144- 1. 4�CR - � Z D: PD -M6- � a US7\ NB4�OPED i/ / / / w / N�1 / c _ t :AD TOWNCENTER 1_ 3LOCK Cl LOT B 412_32=_4M5 -_ 2, DB 2672-727, 013- _ 1661-116 .97 ACRES NED: PD -MC UNDEVELOPED - Li e DI' BENCHMARK: TOP OF STORM STRUCTURE ELEVATION =540.51 (USGS NAVD 88 DATUM) R N luz 8 I CIRCUIT E-23- i.` .e� / 4M 13 j; FM rAtRW SITE AREA - ±1.13 AC f 70 PARKING SPACES - / 155 SEATSE-17--g- Tr / Tr -: .01, . 4.. � CIRCUIT E-17- y F.F. 541.25 / 96' INV' _• 538.46: CIRCUIT E-36, 38_ e- AVERAGE BUILDING HT. = 18.16 -I !� MAX. BUILDING HT. = 25.00' SINGLE STORY 4 j z C.O. / TC - 541.03 10 • i , 4" INV. - 538.25 2 .5' 6 SAN. O 2.00X I I I I �,---- I h - - -- /: $ t i m. A. 44 OR E- 5 � OR IT E -21 SMT Z c w o &2' 4r,(*N 0 Lot\IJ \ N W 3 W C.0• C.O. N � N Tc 7" 4m TC - 540.44 / ICD NV. - 537.99 a INV. - 53&09 6 C.O. TC - 540.36 ti 4 INV. - 538.09 / h � / w CIRCUIT E-32, 34 &2' OF 4" SAN. 0 2.00% r 1 3 W 2 CIRCUIT E-24, 26-%,, 3 11 a� � 3 W C.O. o N g / h TC - 540.92 ES E ESM -536.08 ESMT 6" INV. SMI) - 534.10 9 ti EX. 8" PVC EX SAN EX SAN EX EX SAN � EX SAN EX SAN F X SAN ESMT ESMT 17sUT ESMT C ESMT N ESMT ESMT EX GAS EX W EX. 8" DUCTILE IRON 6 wV ESMT { FH ESMT ESMT ESMT CL 0 W rc: ESMT u / / - ESMT ESMT PR. E.O.P. / ESMT ESMT - /COQ / / �I ESMT ,-aRCUIT E-28, 30 ESMT ESMT rn cn FL, t7f EX GAS EXI7 ( w IIEX GAS ESMT N ~ ESMT / a Q \ TMP 32-436 N TARGET CORPORATION 1 M n^'M ^1 . IR 9 EX GAS - OKEYED NOTES 1. GAS LINE TO BE SIZED BY GAS COMPANY. RUN LINE FROM METER TO EXISTING GAS MAIN PER RECOMMENDATIONS OF GAS COMPANY. ALL MATERIALS AND INSTALLATION ARE TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND N.F.P.A. STANDARDS. INCLUDE TWO GUARD POSTS AT METER LOCATION. 2. UNDERGROUND ELECTRICAL SERVICE FROM POWER COMPANY SOURCE. PAD MOUNTED TRANSFORMER AND THE PRIMARY SERVICE CONDUCTORS BY THE POWER COMPANY. CONTRACTOR SHALL PROVIDE THE PRIMARY CONDUIT(S) (QUANTITY, SIZE, TYPE,...) AS REQUIRED FROM THE POWER COMPANY ELECTRIC SERVICE SOURCE (EITHER EXISTING OR NEW) TO THE PAD MOUNTED TRANSFORMER. CONTRACTOR SHALL INSTALL GUARD POSTS AND CONCRETE PAD PER ALL STATE AND LOCAL CODES, POWER COMPANY, N.F.P.A., AND N.E.C. STANDARDS. (AS APPLICABLE). CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY AND VERIFY THE TRANSFORMER LOCATION, PAD SIZE, ORIGIN OF SERVICE, AND ALL STANDARDS FOR WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE SECONDARY SERVICE FEEDERS AS PER THE ELECTRICAL RISER DIAGRAM. SEE SWITCHBOARD ELEVATION AND RISER DIAGRAM ON ELECTRICAL SHEETS. 3. SITE LIGHT. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL. 4. BOB EVANS BUILDING SIGNS, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 5. INSTALL 1000 GAL GREASE INTERCEPTOR PER ALL GOVERNING CODES. SET LID FLUSH WITH GRADE. SEE PLUMBING SHEETS FOR DETAIL CONTRACTOR TO CONSTRUCT CONCRETE SLAB PER DETAIL ON PLUMBING SHEETS. 6. 2" PVC (ANSI/AWWA STANDARD C901-96) DOMESTIC AND IRRIGATION COMBINATION SERVICE LINE, PER ALL GOVERNING CODES. CONTRACTOR MUST VERIFY REQUIREMENTS OF LOCAL CODES, UTILITY COMPANY AND GOVERNING OFFICIALS. INCLUDE IN BASE BID ALL ADDITIONAL VALVES, PIPING, STRUCTURES, ETC., THAT WILL BE REQUIRED. INCLUDE GATE VALVE AND WELL AT MAIN MAINTAIN A MINIMUM PRESSURE OF 40 P.S.L. (SEE NOTE G). 7. 6" P.V.C. SANITARY SEWER. ASTM D-3034, SDR -35. THE SANITARY LINE SHOULD HAVE A SLOPE OF 1 TO 2X, CONTACT THE ENGINEER ONCE TIE-IN INVERT IS LOCATED TO VERIFY SLOPE. CONTRACTOR TO COMPLY WITH LOCAL CODES FOR MINIMUM SLOPES. 8. 3" SCHEDULE 40 P.V.C. SLEEVE FOR IRRIGATION UNE. CONTRACTOR TO FLAG ENDS OF SLEEVES. 9. CONTRACTOR SHALL TAP INTO THE EXISTING SANITARY SEWER SERVICE UNE. COORDINATE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS. (SEE NOTE H) 10. "CARRY HOME KITCHEN" BUILDING SIGN. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL. 11. CONTRACTOR TO CIRCUIT LIGHT FIXTURE(S) TO SECURITY CIRCUIT, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL 12. LOCATION OF MAIN POWER LINE IS ESTIMATED FROM EASEMENT INFORMATION. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATION. 13. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE APPROVED BY BOB EVANS REPRESENTATIVE. 14. CONTRACTOR IS TO LOWER GAS MAIN IF REQUIRED TO MAINTAIN COVER. COORDINATE WITH THE GAS PROVIDER. SEE SHEET C2 FOR PROPOSED GRADES OVER GAS LINE. NOTES: (A) ALL EXISTING UTILITIES, AS TAKEN FROM SURVEY BY RIVANNA ENGINEERING AND SURVEYING AND PART FROM RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO OR UPON PREMISES SHOWN ON PLAN. (B) CONTRACTOR RESPONSIBLE FOR MAINTAINING A MINIMUM COVER OF 4.0' GRADE OVER PROPOSED WATER UNE. (C) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. (D) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A MINIMUM VERTICAL CLEARANCE OF 18" AND/OR HORIZONTAL CLEARANCE OF 10' BETWEEN WATERLINES AND SANITARY SEWER LINES. (E) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1. (F) STORM SEWER SHOWN HERE FOR REFERENCE ONLY. COORDINATE WITH SITE GRADING PLAN (C2). (G) CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING UTILITY LINES. PROPOSED UTILITIES SHOULD TIE INTO EXISTING UTILITIES AT A POINT LOCATED AS CLOSE TO THE PROPOSED BUILDING AS POSSIBLE, IF CONDITION OF EXISTING UTILITY ALLOWS. REMOVE AND DISPOSE OF ANY UNUSED PORTION OF THE EXISTING UTILITY LINE. (H) SANITARY SERVICE TIE IN AS PER PLAN, TO BE FIELD VERIFIED BY CONTRACTOR. THE CONTRACTOR SHALL TRY TO TIE THE PROPOSED SANITARY SEWER SERVICE TO THE EXISTING SANITARY SERVICE WITHIN THE PROPERTY LINE. REMOVE ANY UNUSED PORTION OF THE EXISTING UTILITY UNE. (1) CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AND TRENCH WHERE PROPOSED UTILITY CONDUIT IS NEEDED. REPAIR PAVEMENT AFTER UTILITY CONDUIT IS PROPERLY INSTALLED AND BACKFILLED AS PER NOTE J. (J) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.1 AND G/C2.1. (K) CONTRACTOR TO CIRCUIT SITE LIGHTS AND SIGNAGE TO BUILDING, SEE ELECTRICAL SHEETS FOR CIRCUITS AND PANELS. 0 10 20 30 40 SCALE: 1"=20' DATE SUBMITTED 02/13/06 I I I i I I I I I I 04 co N ZONINQ EM 8UBWffAL 13 FM zoos OWEEF ra SM eUBWffAL 13 FM zoos HEALTH DEPART1i61T SUBWTrk. 28 JILL 2005 8= DEPARTWENr BU*ArffAL 0�����'yTH o� � U Thomas E. Mo sure No. 032543 C3 8 OF 13 Z c w o � zCL o � N W M M N � N ICD 0�����'yTH o� � U Thomas E. Mo sure No. 032543 C3 8 OF 13 Z � zCL � W E 0�����'yTH o� � U Thomas E. Mo sure No. 032543 C3 8 OF 13 I 1 BENCHMARK: TOP OF STORM STRUCTURE ELEVATION =540.51 (USGS NAVD 88 DATUM) 20' 20' DRAINAGE EASEMENT DB 2916-22 I I DB 2789-125 0 DB 2678-389 ul IL H W ' /EX SAN ESMT n: Li 0- ESMT c0 EX. 8" PVC EX SAN i ANNONVA-016% LOW MA im- mm'MA FBTALPANr %i SITE AREA = 11.13 AC ALR 70 PARKING SPACES 0 155 SEATS F.F. = 541.25 BNR AVERAGE BUILDING HT. = 18.16' 0 j MAX. BUILDING HT. = 25.00' DGN SINGLE STORY 09 i COB 01 0 rye ` . �iy� V•' ESMT IGH TMH PAHES0' SAN. SEWER EASEMENT TMH DB 2916-22111O4 SAN X SAN -` EX SAN T . 40' lo.c. m O / 0 40' BUILDINGDOW AREA J / — E G RIr DB 2916-22 DB 2678-437 19 tJ DB 2678-425 / ESMT ESMT / PR. E.O.P. / ESMT ESMT — Xlkp PLANT LIST: 20' SAN. SEWER w EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 z a w I W r►1 aw �� : .1;; k,oc L Poo W F 00 o� Oe W W E GAS EX GAS EX GA EX GAS Wse � ESMT W ab ESMT ES — � 15' ELECTRIC EASEMENT KEY BOTANICAL NAME COMMON NAME QTY U) CONT. SIZE 0 DECIDUOUS TREES G. 2 1 1 I a ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 14 M B&B co 04 v 1 1 I I ORNAMENTAL TREES 1 1 I I 0 N BETULA NIGRA RIVER BIRCH 2 N B&B v 2" X 2" OAK STAKE SET AT APPX. d> 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO SUBGRADE AND SET INTO PREVAILING WINDS. 3 MULCH AS PER SPECIFICATIONS HEALM DEPARTMENT OL M/RAL EVERGREEN TREES 28 JJL 2005 ���WAJArfTEAL J to ILEX x 'NELLIE R. STEVENS' NELLIE STEVENS HOLLY 1 I 7-8' HT. B&B coN SHRUBS a� VIBURNUM 'BURKWOODII' 'BURKWOODII' VIBURNUM 3 co No. 5 CONT. N TAXUS MEDIA 'HICKS' cn 16 cc B&B Lo ILEX GLABRA i co 73 N No. 3 CONT. DGN DEUTZIA GRACILLIS 'NIKKO' co 27 N No. 3 CONT. FLG FORSYTHIA x INTERMEDIA 'LYNWOOD GOLD' C i I 30-36" HT. B&B JHB JUNIPERUS HORIZONTALIS 0 17 /EX SAN ESMT n: Li 0- ESMT c0 EX. 8" PVC EX SAN i ANNONVA-016% LOW MA im- mm'MA FBTALPANr %i SITE AREA = 11.13 AC ALR 70 PARKING SPACES 0 155 SEATS F.F. = 541.25 BNR AVERAGE BUILDING HT. = 18.16' 0 j MAX. BUILDING HT. = 25.00' DGN SINGLE STORY 09 i COB 01 0 rye ` . �iy� V•' ESMT IGH TMH PAHES0' SAN. SEWER EASEMENT TMH DB 2916-22111O4 SAN X SAN -` EX SAN T . 40' lo.c. m O / 0 40' BUILDINGDOW AREA J / — E G RIr DB 2916-22 DB 2678-437 19 tJ DB 2678-425 / ESMT ESMT / PR. E.O.P. / ESMT ESMT — Xlkp PLANT LIST: 20' SAN. SEWER w EASEMENT DB 2916-22 DB 2789-125 DB 2678-415 z a w I W r►1 aw �� : .1;; k,oc L Poo W F 00 o� Oe W W E GAS EX GAS EX GA EX GAS Wse � ESMT W ab ESMT ES — � 15' ELECTRIC EASEMENT KEY BOTANICAL NAME COMMON NAME QTY PLANTING SIZE CONT. SIZE cn DECIDUOUS TREES ACR ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 14 2 1/2" CAL. B&B 04 1 1 I I ORNAMENTAL TREES 1 1 I I FASTEN WITH NEOPRENE TIE WRAPS OR 5/8" BLK. RUBBER HOSE & WIRE • BNR BETULA NIGRA RIVER BIRCH 2 2 1/2- CAL. B&B 2" X 2" OAK STAKE SET AT APPX. 13 FEB 2006 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO SUBGRADE AND SET INTO PREVAILING WINDS. WO 208 RAL MULCH AS PER SPECIFICATIONS HEALM DEPARTMENT OL M/RAL EVERGREEN TREES 28 JJL 2005 ���WAJArfTEAL FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. INS ILEX x 'NELLIE R. STEVENS' NELLIE STEVENS HOLLY 3 7-8' HT. B&B SHRUBS VBW VIBURNUM 'BURKWOODII' 'BURKWOODII' VIBURNUM 3 36-48" HT. No. 5 CONT. TMH TAXUS MEDIA 'HICKS' HICK'S YEW 16 18-24" HT. B&B IGH ILEX GLABRA INKBERRY HOLLY 73 24-30" HT. No. 3 CONT. DGN DEUTZIA GRACILLIS 'NIKKO' NIKKO DEUTZIA 27 18-24" HT. No. 3 CONT. FLG FORSYTHIA x INTERMEDIA 'LYNWOOD GOLD' FORSYTHIA 'LYNWOOD GOLD' YELLOWBELLS 12 30-36" HT. B&B JHB JUNIPERUS HORIZONTALIS BLUE RUG JUNIPER 17 24-30" SP. No. 3 CONT. ALR ABELIA x GRANDIFLORA 'LITTLE RICHARD' ABELIA 'LITTLE RICHARD' 19 15-18" HT. No. 3 CONT. COB CEPHALANTIS OCCIDENTALIS BUTTONBUSH 2 30-36" HT. B&B ORNAMENTAL GRASS/PERENNIALS PAH PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAINGRASS 37 No. 2 CONT. I I ____--DRAINA E EASEMENT DB 271 –125 DB 26 –389 I ACR / i i i EX GAS GENERAL NOTES: L1.01 12" L103 sHRUB PLA SCALE: NONE ALL PLANT MATERIALS TO COMPLY WITH THE LATEST EDITION OF A.N.A. STANDARDS FOR NURSERY STOCK AND BE GUARANTEED FOR A POERIOD OF ONE (1) YEAR FROM INSTALLATION DATE. LANDSCAPE CONTRACTOR IS TO VERIFY LOCATIO)N OF ALL UNDERGROUND UTILITIES AND RECEIVE APPROVAL FROM GC OR SITE SUPERVIS30R, IF NECESSARY, TO MAKE CHANGES IN PLANT LOCATIONS. LANDSCAPE CONTRACTOR MUST COORDINATE WITTH GENERAL CONTRACTOR AND OTHER SITE OPERATIONS. MINOR ADJUSTMENTS TO THE PLANT LOCATIONS; ARE TO BE MADE IN THE CASE OF ANY CONFLICTS WITH PROPOSED UTLITIES. LANDSCAPPE ARCHITECT TO BE NOTIFIED IF/WHEN THESE CHANGES DO ARISE. ALL PLANTING BEDS AND FREE STANDING TREES TO BE MULCHED WITH 3" OF GRADE "A" CYPRESS MULCH. BEDS ARE TO BE GRADED SWOOTH AND FREE OF SOIL CLODS AND STONES. ALL TREES TO BE STAKED AND WRAPPED WITH ASPHALTIC WRINKLE KRAFT TREE WRAP. ALL PLANTS ARE TO BE REMOVED FROM CONTALINERS, CAGES AND NON—BIODEGRADABLE MATERIALS. GENERAL CONTRACTOR IS RESPONSIBLE FOR FINIISHED GRADES; LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND TO PROVIDE 4" OF AMENDED TOPSOIL FOR PLANTING BEDS. REMOVE ALL TAGS. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. FASTEN WITH NEOPRENE TIE WRAPS OR 5/8" BLK. RUBBER HOSE do WIRE • 2" X 2" OAK STAKE SET AT APPX. 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO SUBGRADE AND SET INTO PREVAILING WINDS. MULCH AS PER SPECIFICATIONS FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL PLACE ROOT BALL ON UNDISTURBED SUBGRADE. REMOVE DEAD AND DAMAGED LIMBS. PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. REMOVE ALL TAGS. TOP OF BALL TO BE AT LAWN GRADE. MULCH AS PER SPECIFICATIONS. FORM EARTH SAUCER WITH 3" HIGH BERM. FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL \�l �=-- PLACE ROOT BALL ON UNDISTURBED SUBGRADE. U.02 PARKING LOT DATA PARKING STALL AREA = 9,140 S.F. 0.21 AC. (18x) VEHICULAR CIRCULATION AREA = 11,390 S.F. 0.26 AC. (23%) ALL ORGANIC MATTER AND DEBRIS ARE TO BE REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR. LAWN AREAS AND BEDS SHOULD BE FREE OF STONES GREATER THAN 2". PLANT QUANTITIES HAVE BEEN PROVIDED FOR CONVENIENCE ONLY; THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR HIS OWN "TAKE OFFS". DRAWING PREVAILS OVER WRITTEN QUANTITIES. PLANTING BEDS SHALL BE TREATED WITH A PRE—EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIFIED RATE UNLESS OTHERWISE NOTED. PLANTING SHALL BE FERTILIZED UPON INSTALLATION. RECOMMENDED FERTILIZER BE MIXED WITH BACKFILL AT PRODUCT SPECIFIED RATE. BED EDGE SHALL BE SMOOTH, CONSISTENT 4 1/2- DEEP AND HAND CUT, EDGES TO BE LOCATED BETWEEN ALL BEDS (INCL. TREES) AND LAWN AREAS. CONTRACTOR TO SOD ALL AREAS SPECIFIED UNLESS OTHERWISE DIRECTED BY THE GENERAL CONTRACTOR. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF THE TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. REMOVE ALL TAGS. REMOVE DEAD AND DAMAGED LIMBS. tC ' tD M cn PRUNE TO PROPER SHAPE. PAINT WOUNDS AND SCARS. CN 04 1 1 I I i t 1 1 I I FASTEN WITH NEOPRENE TIE WRAPS OR 5/8" BLK. RUBBER HOSE & WIRE • ^ N 0 -C in ZONNO ATE !�f TfAL 2" X 2" OAK STAKE SET AT APPX. 13 FEB 2006 70' DRIVEN MIN. 18" DEPTH FIRMLY INTO SUBGRADE AND SET INTO PREVAILING WINDS. WO 208 RAL MULCH AS PER SPECIFICATIONS HEALM DEPARTMENT OL M/RAL FORM EARTH SAUCER WITH 3" HIGH BERM. 28 JJL 2005 ���WAJArfTEAL FLOOD WITH WATER TWICE DURING FIRST 24 HOURS. BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL. BD D0irorRUC'T10N PLACE ROOT BALL ON UNDISTURBED SUBGRADE. 0 10 20 30 40 SCALE: 1"=20' DATE SUBMITTED 02/13/06 • U L •coi C 14W � v LL p D Id C 0 V C v� E �I i 0J Z J co Z a �Q a a: UJ D a o u~i V �a: CO a J tC ' tD M cn M CN 04 �I i 0J Z J co Z a �Q a a: UJ D a o u~i V �a: CO a J H I I N II H ESMT Elf SAN Elf SAN ESMT Q VAIROJU WID7H R/w 0 15 30 45 60 SCALE: 1"=30' DATE SUBMITTED 02/13/06 PI I I I I I I N N of N13 B 2006 q GE afi*ArTAL EB 2006 RT l Nr GURMAL UL 2005 a.oa DEPAR >Err KUdITN. 1: mIK"ll _ Z Q J a w a U N �a Q cr- J IwN: a '. . .. °C ac iLU o L 2 10 OF 13 BENCHMARK: TOP OF STORM STRUCTURE , r. ELEVATION =540.51 ° 7' i.IV (USGS NAVD 88 DATUM) Y`? N NOTES ' I .I I Al 1 1/2 I 3/4" 11.14 "SLEEVE GPM 1 I --� i •�. � I, ;. �1 � I • w�-- 3" i SLEEVE = y 1 1.1j ASTER VALVE j 1.5" RPZ BACKFLOW PREVENTER IN PROTECTIVE / COVER. VERIFY LOCATION IN FIELD. � I FEWAURAICr BE LOCATED HERE. ELEC. SERVICE BY GEN. CONTRACTOR. INSTALL CONTROLLER PER MANU. SPECIFICATIONS. 10 CONDUIT THROUGH BLDG. WALL FOR CONTROL WIRE BY GENERAL CONTRACTOR TO BE COORD. BY IRRIG. . CONTRACTOR. THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE, FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNERS REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE SYSTEM BY THE OWNER. CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW 45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND VOLUMES. 'i INSTALL IRRIGATION HEADS AT EDGE OF i CURB. ADJUST SPACING AND NOZZLES AS NEEDED To PROVIDE PROPER COVERAGE. I� i i i I SLEEVE WIRELESS RAIN -7. r; v SENSOR AND RAIN %' . SHUT OFF DEVICE 5 TO BE INSTALLED i. I PER 30 MANUFACTURER'S 10 SPECSIFICATIONS. { RAIN SENSOR TO BE INSTALLED ON Jllt ROOF NEAR 0.45 CONTROLLER. 3 VERIFY LOCATION 3" SLEEVE WITH OWNER. 30 N NOTES ' I .I I Al 1 1/2 I 3/4" 11.14 "SLEEVE GPM 1 I --� i •�. � I, ;. �1 � I • w�-- 3" i SLEEVE = y 1 1.1j ASTER VALVE j 1.5" RPZ BACKFLOW PREVENTER IN PROTECTIVE / COVER. VERIFY LOCATION IN FIELD. � I FEWAURAICr BE LOCATED HERE. ELEC. SERVICE BY GEN. CONTRACTOR. INSTALL CONTROLLER PER MANU. SPECIFICATIONS. 10 CONDUIT THROUGH BLDG. WALL FOR CONTROL WIRE BY GENERAL CONTRACTOR TO BE COORD. BY IRRIG. . CONTRACTOR. THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE, FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNERS REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE SYSTEM BY THE OWNER. CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW 45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND VOLUMES. 'i INSTALL IRRIGATION HEADS AT EDGE OF i CURB. ADJUST SPACING AND NOZZLES AS NEEDED To PROVIDE PROPER COVERAGE. I� i i i I Symbol Description Part Number i i i i I I Flow I I 5 Ja I 10 -VAN 30 N NOTES ' I .I I Al 1 1/2 I 3/4" 11.14 "SLEEVE GPM 1 I --� i •�. � I, ;. �1 � I • w�-- 3" i SLEEVE = y 1 1.1j ASTER VALVE j 1.5" RPZ BACKFLOW PREVENTER IN PROTECTIVE / COVER. VERIFY LOCATION IN FIELD. � I FEWAURAICr BE LOCATED HERE. ELEC. SERVICE BY GEN. CONTRACTOR. INSTALL CONTROLLER PER MANU. SPECIFICATIONS. 10 CONDUIT THROUGH BLDG. WALL FOR CONTROL WIRE BY GENERAL CONTRACTOR TO BE COORD. BY IRRIG. . CONTRACTOR. THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE, FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNERS REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS. THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE SYSTEM BY THE OWNER. CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW 45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND VOLUMES. 'i INSTALL IRRIGATION HEADS AT EDGE OF i CURB. ADJUST SPACING AND NOZZLES AS NEEDED To PROVIDE PROPER COVERAGE. I� i i i I IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COVfERAGE. FIELD ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIMFPLIFY INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VAL'.VES, ISOLATION VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REQUJIRED. THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLASTiIC LOCKABLE CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZONES AND SHRUB SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATION. IRRIGATION CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN. PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDER WALKS, STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDUCE QUANTITY OF SLEEVING MATERIALS. WHEN INSTALLING IRRIGATION PIPE ALONG CURBS OR IMI ISLANDS, PLACE PIPE AS CLOSE TO CURB AS POSSIBLE TO ALLOW FOR PLANTING OF TREES AND SHRUBS. ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIIN DRY OF DIRECT SPRAY OR EXCESS WATER RUN-OFF. REMOTE( 1.1.01 SCALE: NONE O30 -INCH LINEAR LENGTH OF WIRE, COILED 02 WATER PROOF CONNECTION (1 OF 2) 03 ID TAG 04 REMOTE CONTROL VALVE: RAIN BIRD PES -B (OR APPROVED EQUAL) 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) ®BRICK (1 OF 4) 1OPVC MAINLINE PIPE ©SCH 80 NIPPLE (2 -INCH LENGTH. HIDDEN) AND SCH 40 ELL ®PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 03.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 1NISH GRADE/TOP OF MULCH 'OP -UP SPRAY SPRINKLER: RAIN BIRD 1804 (OR APPROVED EQUAL) 'VC SCH 80 NIPPLE (LENGTH AS REQUIRED) 'VC SCH 40 ELL 'VC SCH 40 STREET ELL IVC SCH 40 TEE OR ELL 'VC LATERAL PIPE _1.03 4' POP-UP SPRAY SPRINKLER SCALE: NONE IRRIGATION LEGEND ANT MATERIAL IISH GRADE/TOP OF MULCH P -UP SPRAY SPRINKLER: LAIN BIRD 1806 (OR APPROVED .QUAL) C SCH 80 NIPPLE ;LENGTH AS REQUIRED) SCH 40 ELL C SCH 40 STREET ELL V SCH 40 TEE OR ELL 0 LATERAL PIPE 6' POP-UP SPRAY SPRINKLER 1-1.02 SCALE: NONE 1-1.04 : NONE O HYBRID CONTROLLER: RAIN BIRD ESP SERIES OUTDOOR WALL MOUNT (OR APPROVED EQUAL) 2O 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS 3O WIRES TO REMOTE CONTROL VALVES ® JUNCTION BOX 50 1 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY Quantity Symbol Description Part Number i i i i I I Flow Radius 5 Ja Rain Bird 10 -VAN 90 1804 -PRS 10 -VAN 30 0.75 10 4 { Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 30 0.45 4 3 c C')� 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 0 Rain Bird 8H 1804 -PRS 8H 30 0.52 8 1 Rain Bird 8 -VAN 90 1804 -PRS 8 -VAN 30 0.72 8 2 IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COVfERAGE. FIELD ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIMFPLIFY INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VAL'.VES, ISOLATION VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REQUJIRED. THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLASTiIC LOCKABLE CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZONES AND SHRUB SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATION. IRRIGATION CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN. PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDER WALKS, STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDUCE QUANTITY OF SLEEVING MATERIALS. WHEN INSTALLING IRRIGATION PIPE ALONG CURBS OR IMI ISLANDS, PLACE PIPE AS CLOSE TO CURB AS POSSIBLE TO ALLOW FOR PLANTING OF TREES AND SHRUBS. ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIIN DRY OF DIRECT SPRAY OR EXCESS WATER RUN-OFF. REMOTE( 1.1.01 SCALE: NONE O30 -INCH LINEAR LENGTH OF WIRE, COILED 02 WATER PROOF CONNECTION (1 OF 2) 03 ID TAG 04 REMOTE CONTROL VALVE: RAIN BIRD PES -B (OR APPROVED EQUAL) 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) ®BRICK (1 OF 4) 1OPVC MAINLINE PIPE ©SCH 80 NIPPLE (2 -INCH LENGTH. HIDDEN) AND SCH 40 ELL ®PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 03.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 1NISH GRADE/TOP OF MULCH 'OP -UP SPRAY SPRINKLER: RAIN BIRD 1804 (OR APPROVED EQUAL) 'VC SCH 80 NIPPLE (LENGTH AS REQUIRED) 'VC SCH 40 ELL 'VC SCH 40 STREET ELL IVC SCH 40 TEE OR ELL 'VC LATERAL PIPE _1.03 4' POP-UP SPRAY SPRINKLER SCALE: NONE IRRIGATION LEGEND ANT MATERIAL IISH GRADE/TOP OF MULCH P -UP SPRAY SPRINKLER: LAIN BIRD 1806 (OR APPROVED .QUAL) C SCH 80 NIPPLE ;LENGTH AS REQUIRED) SCH 40 ELL C SCH 40 STREET ELL V SCH 40 TEE OR ELL 0 LATERAL PIPE 6' POP-UP SPRAY SPRINKLER 1-1.02 SCALE: NONE 1-1.04 : NONE O HYBRID CONTROLLER: RAIN BIRD ESP SERIES OUTDOOR WALL MOUNT (OR APPROVED EQUAL) 2O 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS 3O WIRES TO REMOTE CONTROL VALVES ® JUNCTION BOX 50 1 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY Quantity Symbol Description Part Number Pressure Flow Radius 5 Ja Rain Bird 10 -VAN 90 1804 -PRS 10 -VAN 30 0.75 10 4 { Rain Bird 4 -VAN 180 1804 -PRS 4 -VAN 30 0.45 4 3 c C')� 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 0 Rain Bird 8H 1804 -PRS 8H 30 0.52 8 1 Rain Bird 8 -VAN 90 1804 -PRS 8 -VAN 30 0.72 8 2 d Rain Bird 1 O 1812 -PRS 10H 30 0.79 10 1 d Rain Bird 12H 1812 -PRS 12H 30 1.3 12 1 40. 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 -w Rain Bird 18 -VAN 90 1812 -PRS 18 -VAN 30 1.33 18 19 Rain Bird 6 -VAN 180 1812 -PRS 6 -VAN 30 0.6 6 3 Rain Bird 6 -VAN 270 1812 -PRS 6 -VAN 30 1.1 6 6 Rain Bird 6 -VAN 90 1812 -PRS 6 -VAN 30 0.37 6 7 B Rain Bird 8H 1812 -PRS 8H 30 0.52 8 1 e Rain Bird 8Q 1812 -PRS 8Q 30 0.26 8 2 Rain Bird 8 -VAN 180 1812 -PRS 8 -VAN 30 1.19 8 1 Rain Bird 8 -VAN 90 1812 -PRS 8 -VAN 30 0.72 8 4 9 Rain Bird 3500 Series 0.75 5000 -S -PL -PC 0.75 45 0.77 17 9 ® Rain Bird 3500 Series 1.5 5000 -S -PL -PC 1.5 45 1.48 24 3 d Rain Bird 3500 Series 2 5000 -S -PL -PC 2 45 1.93 27 1 ® 1 1/2 inch meter 1 /all 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 N Nibco 1 1/2" isolation valve 1 A Rain Bird WRS Sensor WRS Wireless Rain/Freeze Sensor 671.2 (ft) - - Class 200 1 1/2' 925.14 (ft) - - - - - - Class 200 1" 499.47 (ft) - - - - - - Class 200 3/4" 55.38 (ft) ;; Schedule 40 2" 152.1 (ft) Schedule 40 3" 89.38 (ft) `.,_. ` : V..,...._.:1.1 Schedule 40 4" 0 10 20 30 40 SCALE: 1"=20' B= DWARFMW SUBIfITAL V e •C c w O ow Ic W '305 it 0) mI 0 0 1 � I E w Z oZ o o Ja C-4 C4 o c C')� Z Z oZ Ja Z o c C')� cra: Luminaire Schedule Project; All Projects Symbol Qty Label Arrangement Lumens LLF Description 8.87 ra 2.0 4,44 9,45 3 A D180 110000 0,750 BE -202 -CLS -5 26' POLE 2' BASE 0 2.1 4) N 0 c a. F co if O 0 N N le d� 3 v Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions utilizing current industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturers luminaire may vary due to variation in electrical voltage, tolerance in lamps and other variable field conditions. 1 Statistical Area Summary Project; All Projects Label Avg Max Min Avg/Min Max/Min MAIN LOT SUMMARY 8.87 18.9 2.0 4,44 9,45 3,4 1.5 7.7 1.7 1.5 10.0 a 3.5 5. 8.8 8.7a 11.0 0,9 10.0 9.9 10.2 7 10,2 3. 5. 0 0 7 % o on 0 o 0 2.1 2.5 0 2.9 2.7 2. 0 5 10.1 9.8 11.1 7.9 4.9 2 5 3.9 4.1 4,8 4.6 4.2 3.5 3.0 10.0 7.9 5.1 3 S. o a o a 6,4 6.5 7,6 7.3 6.5 5.9 4, 2.9 1.9 2 8, 10.2 10.2 8.3 8.4 5.6 .2 .7 16 9 6 4 3 2 2 1 1 0,1 .1 8.3 8, 9,0 8.6 7. 7,9 5.1 3a 0.1 .1 8. 7.0 8. 9, 3 8.6 7.4 7.1 5.9 4.2 0,1 a .1 7,3 7. 7,7 7.4 8.8 7,0 4,4 0.2 a.l 0 7.2 0 7. 0 6.7 0 6.7 0 7.9 0 7.6 o 8.9 a o 4.3 0 0.2 0 c 7.9 9. 9.7 9.8 7.7 7.6 �.7 ) 0.3 '0-1 8.7 8. 9.5 9.4 9.6 8. a .6 4.0 0.5 04 0 8.4 0 8. 0 10.6 0 10.7 0 9.6 0 9.4 e 0 7.0 a 0 9 0 4.5 0 0.8 0 0 E 0 0 0 0 0 8.3 0 8.5 a 6,7 0 5.9 0 5.4 0 4.3 0 3.9 0 4.3 3.9 .5 0F ,5 0 0 0 E .6�611.2 0 0 0 o a a 8.3 o 7.5 a 7.3 o 6. a 6 6 4 6.3 o 6.3 o 5 5.6 a7.3 3.9 L5�, 1.7 1I3.5 4. 5.7 7,4 7.6 9.3 9,2 0.0 8.9 9.6 ,8 8.6 9.3 8. 7.7 6.3 2.5 1. 0 3.3 0 5, 0 6.2 o 8.1 a 9.4 o 9.6 0 10,6 0 11.9 0 12.4 0 13.7 0 13.2 0 11.6 0 10.8 0 9.9 0 8.1 0 8.9 5.7 0 3.7 0 2 1 6,7 0 3,1 0 5. 0 7.8 0 10.1 0 9,6 0 8.8 9,6 10.7 1j,6 16.3 16.7 12,7 10.2 9,0 8.4 0 8.6 a 6.9 a 4.1 o 2,9 o 9.4 3,4 5. 7.7 9,2 10.0 10.0 a 3.5 5. 8.8 8.7a 11.0 0,9 10.0 9.9 10.2 7 10,2 3. 5. 0 0 7 % o on 0 11.9 15.2 16.7 16.1 14. 11 11.3 15.7 18.9 18, 15. 1 11.5 15.8 18.4 17. 15. 11 a o 0 0 0 0 3.0 4. 3 .9 9.7 .5 9, 11.1 14.2 16.1 16. 13.4 10.8 9.5 9.1 9.6 9.0 6.8 4.3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 2.5 4. 7.1 8.9 8.9 8.0 8.8 10.0 13.0 15.0 15.3 12.4 10.3 9.5 8.0 9.4 7.6 6.3 3.9 2 0 0 0 0 o a o a o 0 0 0 0 0 0 0 0 0 0 2.1 3. 4.8 6.6 7.9 8.5 9.6 10.7 10.5 11.8 11.5 10.4 10.4 9.5 8.0 7.1 3.0 1. 1.6 3,4 4,7 5, 7 3 '21.2 8.1 7.4 8.0 7 7 94.3 .5 6.7 6.5 4.6 4.1 2.8 1.9 1. 0 0 0 o a o o a o 0 0 0 0 0 a o 0 0 1.0 1. 2.2 2.9 3. 47 .5 5.2 5.2 4.7 46 .9 4.6 4.0 4.1 2.9 2.4 1.9 1.3 0. o a o 0 0 0 0 0 0 0 0 0 '3. 0 0 o a o 10. 0 0.7 1.0 1.4 1.6 2.2 2.8 2.7 3.0 3.2 2. 7 3.0 2.6 2.3 2.3 1.9 1.3 1.2 0.9 0. 00 o a o a o o a o 0 0 0 1.7 1.9 1.6 1 1.8 1.5 1.4 1.4 I.q 0. 0.7 0.6 0. o a o o a a o a a o 0 0 0 1.0 1.1 1.1 1.0 1.0 0 0 .9 0.8 .8 0. 0.6 0.4 0.4 0. 0 0 0 0 70, *0, '0. o 0 a 0 o 0. o a o 0.6 0.7 0.7 0.7 0,6 0,6 0.5 .5 Z. 0.3 0.2 0, 0 o a o 0 0 0 o a 0 0 0 0 0.4 0.4 0.4 0.4 0.4 0.4 0.3 03 0.v' v 0.2 0.3 0.3 0.3 0.2 0.2 0.2 a 0.1 0. a o a o 0 0 0 0 0 0 0.2 0.2 0.2 0.2 70. 2 0.2 0 0.1 O1 0.1 0.1 0.1 .1 00 0 0 0 0 0 0 0 0 a 0.1 0.1 0.1 0.1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 USE, RETAIL 5 7 9 DATE SUBMITTED 02/13/06 1 9.8 9.3 9.1 7.4 4.9 3 C 0 0 0 0 0 0 0 5 10.1 9.8 11.1 7.9 4.9 2 5 4 10.0 9.4 10.0 7.9 5.1 3 S. o a o a o 3.0 4. 3 .9 9.7 .5 9, 11.1 14.2 16.1 16. 13.4 10.8 9.5 9.1 9.6 9.0 6.8 4.3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 2.5 4. 7.1 8.9 8.9 8.0 8.8 10.0 13.0 15.0 15.3 12.4 10.3 9.5 8.0 9.4 7.6 6.3 3.9 2 0 0 0 0 o a o a o 0 0 0 0 0 0 0 0 0 0 2.1 3. 4.8 6.6 7.9 8.5 9.6 10.7 10.5 11.8 11.5 10.4 10.4 9.5 8.0 7.1 3.0 1. 1.6 3,4 4,7 5, 7 3 '21.2 8.1 7.4 8.0 7 7 94.3 .5 6.7 6.5 4.6 4.1 2.8 1.9 1. 0 0 0 o a o o a o 0 0 0 0 0 a o 0 0 1.0 1. 2.2 2.9 3. 47 .5 5.2 5.2 4.7 46 .9 4.6 4.0 4.1 2.9 2.4 1.9 1.3 0. o a o 0 0 0 0 0 0 0 0 0 '3. 0 0 o a o 10. 0 0.7 1.0 1.4 1.6 2.2 2.8 2.7 3.0 3.2 2. 7 3.0 2.6 2.3 2.3 1.9 1.3 1.2 0.9 0. 00 o a o a o o a o 0 0 0 1.7 1.9 1.6 1 1.8 1.5 1.4 1.4 I.q 0. 0.7 0.6 0. o a o o a a o a a o 0 0 0 1.0 1.1 1.1 1.0 1.0 0 0 .9 0.8 .8 0. 0.6 0.4 0.4 0. 0 0 0 0 70, *0, '0. o 0 a 0 o 0. o a o 0.6 0.7 0.7 0.7 0,6 0,6 0.5 .5 Z. 0.3 0.2 0, 0 o a o 0 0 0 o a 0 0 0 0 0.4 0.4 0.4 0.4 0.4 0.4 0.3 03 0.v' v 0.2 0.3 0.3 0.3 0.2 0.2 0.2 a 0.1 0. a o a o 0 0 0 0 0 0 0.2 0.2 0.2 0.2 70. 2 0.2 0 0.1 O1 0.1 0.1 0.1 .1 00 0 0 0 0 0 0 0 0 a 0.1 0.1 0.1 0.1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 USE, RETAIL 5 7 9 DATE SUBMITTED 02/13/06 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"). 1 These conditions are proffered as part of the requested zoning and it is agreed that; ) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have ve a reasonable relation to the rezoning request 1. Development ent shall be in general accord with h the AP Pl ication Plan entitled Rezoning ApplicationPlans for Hollymead Town Cent er Regional Service Area C, (Sheets ets A-1 A2, only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 1, d or t and central features an dards of development 'cation Plan"). Stan �J 3 A lr 200 P ("Application elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit the Code of Development! s Narrative, and the Code of 'cation Booklet entitled teed A h in the attar appendices set forth t, d ndr enf s tables and PP De appe Pm "Hollymead Town Cente r Application Booklet ZM A-O1- 0 (Area C)." . 1 The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes,ses, but rindPAY+� provide r de J uslificah' on for the rezoningmin actions they are submitted ' n these proffers, all Tans and illustrations referenced r seeking. Unless specifically p p asPofAP Applicants rezoning application, catio other than the Application ication Plan as defined above, deemed ' ns shall not be and illustrations plans 've only, and such shall be deemed illustrate P proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of building Parkin and drive aisles and drive-through hrou8 h windo w features and as Special Use ' conditions imposed shown on the Application Plan in order to: i comply with sho Po by Pce PY PP 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 orbe 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 Hollymead Town CenterArea C VDOT future road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as part of ZMA- 94-08. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 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 tum lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as part of the Area C site plan. B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard. The tum lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right turn lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated and construct~ i) a continuous through lane 500 -feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting at the right -in at the Northern boundary of TM 32 Parcel 41A to the right -in at the Southern entrance ofArea C. E. Construction of one additional continuous right turn Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the tum and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard. F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the fust 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. HOLLYidM TO" CI MTER rd[YA19'NA 1MGIl4Efd U-0 & MG107lAL VIEW= AM& C GUMMING, 1". Rivanna District, Alblalxulml:la County, VeginiaW-Ma as�l•IOQ ra ala WP is W W F•i I■• aa•amoflw v, ss ec wr /ln 9hlxt I9n0. APPLICA.MN PLkN 0.+ t � 1• - Pr wn I:y -rsi ria a— rtc-nv.-�c.a2 ; O+c ILat/ Ar�wd 10. 'MDI A.Yd Iu,FJI �I , '•� '.. 5 I I � b a; 1 1 tl-•------------J � y I I j QC eT%D•�—� d----------- b o : - 1 Y z , J I C-r•_Tt 6�. 1 " -.•'_ - �, y .., � .• t,;, T , _., �' .•'w: ^ r I _ ►':' '111 I j . � „• +•.• � � �,,, ,., r _ �� - _ _ l•,+. ,. ' �'"�. J �,,,:^, l -k.., , ..^ �)- •it %;r?- r•. II 1 __ r''I 'T'�`I-�`�-• a"'�.i!'1:+' ',,,�'•11f•,?Gr-t� F1 'fir-• _ . - if fir . , •, ,,.,r•r.: til.,... �t � .»ti;.•`.t --,.: .,.,, - �, Y 1 11 - .- r,.` .. ._.�.. -.r^J' _r4aa�", �.. . - � J,,, :, - r _ �r :. �. 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I c:, . - r _ I 1 5 :i Vj 7 - w r v •L Y t '•� L}lL1 4 ' I r , k •r .m ,• a S r n. i' 1 1 f r gg I 'h+• i r t' f 3 I ri 1 s _ '4 Y ,I � '''u%+ , fir'• y� .�-.-" -''��; �.,,,;- a -. - .. ` I • F ' •` 5 e`i 1 1` V"H 5 1 r - �c m � S r Lz ti .� T,: ., 1 1 •1. s �•t -"a 1 :a ,t i L 4a IJoe a 1 1: ) 1 s i0a w 1, .. T I' _ .. •.... ....... � ,~ � .._ �� _ •gip r - A - •r t- + I I •: ti r :r r-- s• S -e eF• 1V *a r -r w"- 1 � '�'�'"�.... _ - ..;� ./` 1' ,,,mss. r- ti . .l• - w I 1 f 1 r .ti t t• t A 'r• . - f I f e a w� r M„ 1 'r 't - i 11 �P r 1 > � I O •� r r� 1 Y S .Y I 1 I � I 44 55 i If . 1 y vim' :r , : c I 1 :.l I 1 `5y\ , ry ,R �•` t % L 5 I 4 ti L L5 11 �•- I , 1. - —y I �'b �Y•.. � ..t 4ti �� •r r 5n�rII1 �•-'' ._ ., ,7 f VC' - - I• r IfI v z 1 1I S.. S fr. r � LlI I I :._ �'•', . I � ? ,r R • '� J t.. ',11.x' _ »,..r•'' ! .✓ •� ._.3. —� ..r -"" r,._. _.. r i .r 1 f . � w r '+ 'Qb I;, :� a , d>Alir r :�'�.. ak I -'y Vr-'• '. � 5 f� a ;� �_r ; .--^"''',. ' 1` ,.�.. - •y —J i r I 1 � i � / i / f °f_� ..'�I 7"�, i`_ I:f. •rT 5�'7.- .i'�• ,` .L.:.•�:. .ate '�;. is :.r• ly.. '� i �' •.: _.. _ _ 's�'z. • � >'.. 1..}��y . r,: r . �.,y.,?'. •I I I s: . _. ._Y: _ •.I_ �..�G,•.• '�.:y. �- _ - ._ . _ i , 1 INK ti .. t I I 1 ; 1. 9 - _ r I 1;. 1 i t .. J ` 1 5 s 1 ZMA-01-020 Attachment E Hollyrriead Town CenterArea C The road improvements listed in proffer 2 A, 213, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) acre b ed VDOT for public use o r bonded for VDOT's pt y p acceptance as a condition for issuance of an certificate of occupancy for Area C im rove y pany p meets (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing shng Pavement) tYPa of section e.g. urban vs. rural), al), and geometries of all lane improvements ements shall be as required b VDOT design standards and detailed plans submitted by the Ownerand approved by VDOT. 3. All road improvements meets listed in proffer 2 above shall be substantially Y P stantiall completed prior to the issuance o e f the first Certificate of Occupancy in Area C• notwithstanding the foregoing,the PanY � 8 roadP roffers described proffer in offer 2 above steal 1 be satisfied if the Owner P has submitted laps for all such road improvements ments for review by VDOT, and although such r mProvements are not fully completed ed �the issuance f 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 et o for the purposes o t e se Proffers shall mean roved sub- base ravel curb d an utter, intermediate surface and necessary stone approved gravel, g ssary water management meet unPro vements and satisfactory completion of road improvements s required for Public safetY and si alizatl o , but shall not includefinal activated signals which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 0f these proffers are conditioned upon VDOTs approval of an e Pe i entrance permit at the Timberwood Boulevard intersection hon 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 Hollymead Town Center Area. C shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to connect to Berkman Drive. Submitted as of the 25th day of July 2003, by: Post Office Land Trust Y•� Charles W. Hurt, Trustee Shirley L. Fis r, Trustee Drawing Path: R:\Drawing\26\12656\326\Xref—Raster\PROFERS.dwg DEAD BY.' DMJ PROJECT: HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 FINAL SITE PLAN REVISION NUMBER: 0 DVIwH W. JLC DRAWING NUMBER: C-3 TITLE: PROFFERS AND APPLICATION PLAN RLE NAME, DISCIPUNE, SCALE, DATE: 422503C-3. d wg CIVIL V NIA 10/ 10/05 REWAW W. DMJ WWA NUMBED EE7 NUMBER: 13 OF 13 NO. REoN BY�� NO. DATE Drawing Path: R:\Drawing\26\12656\326\Xref—Raster\PROFERS.dwg