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SDP200900074 Plan - Approved Final Site Plan and Comps. 2010-02-26
z 0 H H m w z w H m 0 0 H m 0 LL z z H M w 0 0 m w w m 0 z CD 0 z H a m a 0 w } m w m Uj W 0 H 9 N 0 0 0 N 0 H m CL 0 0 a� E 0 LO Y° 0 r 0 T Y- 0 c� CL �u T- Y- Y- 1 w d is 6 0 0 n 0 co c� r- 0 0 �a s� cv in 0 U. GENERAL NOTES: 1. A COMPLETE SET OF APPROVED DRAWINGS MUST BE MAINTAINED ON SITE AT ALL TIMES THAT THE CONTRACTOR IS PERFORMING WORK. 2. WITHIN ALL NOTES, THE TERM CONTRACTOR SHALL MEAN THE GENERAL CONTRACTOR AND ANY SUBCONTRACTOR OR VENDOR PERFORMING CONSTRUCTION ON THE SITE. 3. SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES ON THE DRAWINGS, OR IN THE FIELD PRIOR TO BEGINNING, WORK OR DURING CONSTRUCTION, HE SHALL IMMEDIATELY NOTIFY THE ENGINEER. 4. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY OTHERS AND HAS NOT BEEN FIELD VERIFIED BY THE ENGINEER. IT WILL BE THE CONTRACTOR'S RESPONSIB ILITY TO VERIFY EXISTING FIELD CONDITIONS AND REPORT ANY DISCREPANCIES OR CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. CONTRACTOR SHALL CONTACT THE STATE LOCATION SERVICE, PHONE NUMBER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6. THE CONTRACTOR. SHALL COMPLY WITH ALL RULES AND REGULATIONS OF FEDERAL, STATE, COUNTY AND LOCAL MUNICIPAI.ITIES. 7. ALL MATERIALS, METHODS AND DETAILS OF CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE LOCAL MUNICIPALITY AND/OR THE APPROPRIATE UTILITY COMPANY, WHICHEVER TAKES PRECEDENCE. 8. ALL RIGHT-OF-WAY CONSTRUCTION SHALL MEET LOCAL AND STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 9. THE CONTRACTOR IS REQUIRED TO MEET ALL APPLICABLE FEDERAL, OSHA, STATE, & LOCAL REGULATIONS CONCERNING PROJECT SAFETY AND ASSUMES FULL RESPONSIBILITY FOR SAFETY ON THE PROj ECT . 10. GENERAL CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED PRIOR TO THE START OF THE PROJECT. 11. ANY CONSTRUCTION TRAILERS USED ON -SITE SHALL BE PERMITTED THROUGH LOCAL GOVERNING AGENCY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE ALL NECESSARY PERMITS. 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING INFRASTRUCTURE WITHIN THE SITE OR ADJOINING PROPERTIES (i.e. PAVEMENT, CURB, SIDEWAILK, UTILITIES, LANDSCAPED AREAS etc.). CONTRACTOR SHALL REPAIR/REPLACE ALL DAMAGED ITEMS IMMEDIATELY, IF NECESSARY, OR PRIOR TO THE END OF THE JOB AND AT NO COST TO THE OWNER IN ACCORDANCE WITH LOCAL REGULATOR REQUIREMENTS. 13. CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES) TO THE OWNER FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES. 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL UTILITIES BY THE APPROPRIATE UTILITY COMPANY. AND SUBCONTRACTORS PERFORMING WORK TO AVOID CONFLICTS. GENERAL CONTRACTOR IS ALSO RESPONSIBLE FOR SCHEDULING INSTALLATION OF ALL UTILITIES IN A TIMELY, ORGANIZED, AND SYSTEMATIC MANNER. 15. IN THE EVENT OF A CONFLICT WITH WATER, SEWER, DRAINAGE OR OTHER UTILITY LINES, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING FIELD ADJUSTMENTS. 16. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LEGAL MANNER. 17. THE CONTRACTOR SHALL REFERENCE THE GEOTECHNICAL REPORT AVAILABLE FROM THE OWNER AND COMPLY WITH ALL REPORT RECOMMENDATIONS. IF A CONFLICT ARISES BETWEEN CIVIL DOCUMENTS AND GEOTECHNICAL REPORT, THE MORE STRINGENT SHALL GOVERN. ALBEMARLE CONSTRUCTION NOTES FOR SITE PLANSI 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING / DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL_ BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED OR SODDED AS INDICATED ON THE LANDSCAPE PLAN. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORZ:VERT). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1FA#jTkV ffk! 24''� THE CONTRACTOR SHALL BE AWARE THAT A PRELIMINARY ZONING (PZ) AND FINAL ZONING (FZ) INSPECTION ARE REQUIRED BY ALBEMARLE COUNTY. THE CONTRACTOR SHALL CALL 434-269-5832 TO SET UP NECESSARY INSPECTIONS AND FOR A CHECKLIST OF REQUIRED INFORMATION TO BE PROVIDED IN THE FIELD AND TO THE INSPECTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS CAUSED BY INADEQUATE LEAD TIME FOR THE INSPECTOR OR MISSING ITEMS NEEDED BY THE INSPECTOR. , TE V E L 1'., UT Darden Restaurants, Inc. CHRISTOPHER CONSULTANTS 7469 Brokerage Drive 10300 SPOTSYLVANIA AVENUE, SUITE 110 Orlando, FL 32809 FREDERICKSBURG, VA 22408 CONTACT: Brett Mashchak CONTACT: CHRISTOPHER C. FILLMORE, LS PHONE: (407) 245-6971 PHONE: 540-710-0088 FAX: (407) 241-5868 FAX: 540-710-0550 EMAIL: BMashchak@dardern.com EMAIL: CHRISFILLMORE@CCL-ENG.COM CIVIL /SITE HUSSEY, GAY, BELL & DeYOUNG, INC. 474 WANDO PARK BOULEVARD, SUITE 201 MOUNT PLEASANT, SC 29464 CONTACT: GARY JENSEN PHONE: 843-849-7500 FAX: 843-849-7502 EMAIL: GJENSEN@HGBD.COM � Q� RESmrAURANor LOBS7rER SITE VICINITY MAP PROJECT SITE APPROVALS 71 ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT - PLANNING/ZONING DATE ALBEMARLE COUNTY DEP TMENT OF COMMUNITY DEVELOPMENT - ENGINEERING DATE t ALBEMARLE CO TY DEPARTMENT OF COMMUNITY DEVELOPMENT - INSPECTIONS DATE ALBEMARLE COUNTY DEPARTM- T OF COMMUNITY DEVELOPMENT - ARCHITECTURAL REVIEW BOARD DATE 4q4x�l oz. -2-016 ALBEMARLE COUNTY DEPARTMENT OF FIRE RESCUE DATE ALBEMARLE �j COUNTY SERVICE UTHORITY U DATE 4.16 VIRGiINIA DEPARTMENT -F TRANSPORTATION DATE VIRGiINIA HEALTH DEPARTMENT DATE HUSSEY, GAY, BELL & DeYOUNG, INC. 474 WANDO PARK BOULEVARD, SUITE 201 MOUNT PLEASANT, SC 29464 CONTACT: GARY JENSEN PHONE: 843-849-7500 FAX: 843-849-7502 EMAIL: GJENSEN@HGBD.COM CUIVIENTW% r% DEVELUIOMEINIT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: ELIZABETH MAROTTA PHONE. 434-296-5832 Ext. 3432 FAX: EMAIL: ALBEMARLE COUNTY COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: JUDITH WIEGAND PHONE: 434-296-5832 Ext. 3438 FAX. EMAIL: ALBEMARLE COUNTY COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: KEITH HUCKSTEP PHONE: 434-296-5832 Ext. 3241 FAX: EMAIL: SHEET INDEX SHT. NO. SHEET NAME C1.1 SITE INFORu1ATIONAL SHEET C1.2 ALTA/ACSM LAND TITLE SURVEY - SHEET 1 OF 2 C1.3 ALTA/ACSM LAND TITLE SURVEY - SHEET 2 OF 2 C2.1 SITE DEMOLITION ANDST- ! ,ECTION PLAN C2.2 EROSION CONTROL PLAN - INITIAL C2.3 EROSION CONTROL PLAN - FINAL C2.4 EROSION CONTROL DETAILS C3.1 CIVIL SITE PLAN C3.2 SITE DIMENSIONAL CONTROL PLAN C4.1 SITE GRADING PLAN C4.2 SITE DRAINAGE PLAN C4.3 SITE DRAINAGE COMPUTATIONS C5.1 SITE UTILITY PLAN C6.1 SITE, PAVING, GRADING & DRAINAGE DETAILS C6.2 SITE, PAVING, GRADING & DRAINAGE DETAILS C7.1 SITE UTILITY DETAILS C8.1 SOIL BORING LOGS L1.1 SITE LANDSCAPE PLAN L1 .2 RLJTI DTNG ARFA LANDSCAPE PLAN L2.1 1 SITE IRRIGATION PLAN & DETAILS L3.1 LANDSCAPE & IRRIGATION DETAILS & NOTES ALSO INCLUDED WITH ALBEMARLE COUNTY SITE DEVELOPEMENT PLAN SUBMITTALS: SP1.1 ARCHITECTURAL SITE PLAN SP2.1 ARCHITECTURAL SITE PLAN DETAILS SP2.2 ARCHITECTURAL SITE PLAN DETAILS E1.1 SITE PLAN - PHOTOMETRIC E1.1ARB SITE PLAN - PHOTOMETRIC E1.2 LIGHTING DETAILS AND CUT SHEETS f. LEGEND EXISTING P il 0 P 0 6 E D - - - -- - - -- BOUINDARY LINE / ROAD R/W -- - ROAD / DRIVEWAY CENTERLINE - S - SS SANITARY SEWER SD � SD � STORM DRAIN W W WATER MAIN OHP OHP OVERHEAD POWER LINE UGE UGP UNDERGROUND PRIMARY POWER UGE UGS UNDERGROUND SECONDARY POWER UGT UGT UNDERGROUND TELEPHONE CATS✓ CATV UNDERGROUND CABLE TELEVISION xxx XXX UTILITY LINE AS NOTED SF SILT FENCE TP TREE PROTECTION BARRICADE FIRE HYDRANT FIRE DEPARTMENT CONNECTION PP )@� POWER POLE WATER METER ® GAS/WATER VALVE coo CLEAN OUT O INLET (TYPE AS NOTED) SANITARY SEWER MANHOLE (*D STORM DRAIN MANHOLE 90 SITE LIGHT POLE AND FIXTURE 9.8 FG FINISHED GRADE ELEVATION 9.80 TW TOP OF WALK ELEVATION 9.80 TC TOP OF CURB ELEVATION 9.80 TP TOP OF PAVING ELEVATION 9.80 G GUTTER ELEVATION INV. IE 9.80 INVERT ELEVATION ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE CURB CONCRETE CURB & GUTTER 6,2 , CONTOUR DRAINAGE FLOW PCP RCP REINFORCED CONCRETE PIPE CPP CPP CORRUGATED PLASTIC PIPE P VC PVC POLYVINYL CHLORIDE PIPE D.I.P. D.I.P. DUCTILE IRON PIPE T R A PO) R T A T 1 VIRGINIA DEPARTMENT OF TRANSPORTATION CONTACT: JOEL DENUNZIO PHONE: 434-293-•0011 Ext. 120 FAX: EMAIL: * SEE SITE UTILITY PLAN FOR UTILITY CONTACTS. * THE INDIVIDUALS LISTED HERE -IN ARE INTENDED TO BE POINTS OF CONTACT AND ARE NOT NECESSARILY THE PROFESSIONALS OF RECORD. REFER TO THE INDIVIDUAL DISCIPLINE PLANS FOR INFORMATION REGARDING THE RESPECTIVE PROFESSIONALS OF RECORD. A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers nee rs 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009-21 SDPm2009-OOO43 WPOm2OO9-OOO24 op 00 0 Ar ►'' w V E . TOWNSEND Lic. Nc. 029957 0 '0*40SIO NA 1. Y o� 1 � v 0p 0 6 YOU MARK DATE/DESCRIPTION MAY 18, 2009 ARB COMMENTS MAY 21, 2009 SITE ENGINEERING OJUNE 26, 2009 SDP COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVILLE, VA SCALE NO SCALE I V I. L vuVER S"AHEET gl(7 GENERAL NOTES l.) THE PROPERTY 51-1MN l5 IDENTIFIED ON THE ALBEMARLE COUNTrI VIRGINIA 6E66RAPHIC INFORMATION SYSTEM AS PARCEL ID: 06100-00-00-13300. 2.) THE PROPERTY 5HOM HEREON 15 NOW IN THE NAME OF SHOPPING CENTER A55CCIATE.S BY DEED RECORDED IN THE CLERK'S OFFICE OF THE" CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA IN DEED BXK 1536 AT PAGE W. 3.) DURING THE PRO E55 OF CUR P14rSIGAL SURVEY NO INDICATIONS OF A CEMETERY WAS FOUND. NO FURTHER INSPECTION OF THIS PROPERTY HAS BEEN MADE FOR PC-551BLE CEMETERIES. 4.) A 7-17-LE REPORT HAS FURNISHED FURNISHED BY CNICAGO TITLE INSURANCE COMPANY AND.NAS BFFN INCORPORA TED HEREON, COMMITMENT NO, .2460-80122 EFFECTIVE DATE AUGUST 271 200 AT 8:00 AM. 5.) BOUNDARY AND PHYSICAL IMPROVEMENTS SHONN HEREON /5 BASED ON A CURRENT FIELD SURVEY PERFORMED BY THIS FIRM BETWEEN JUNE 161 2008 AND JUNE 171 2008. 6.) a.) 14ORIZOlV7AL DATUM q-10NN HEREON 15 THE VIRGINIA STATE GRID 83 - SOUTH A5 COMPUTED FROM A FIELD SURVEY PERFORMED B r THI5 FIRM - ON JUNE 171 2008. b.) VERTICAL DATUM SHOWN HEREON 15 7NE.NORTH AMERICAN VERTICAL DATUM OF 1988 (NA VD 88)) AS. COMPUTED FROM A FIELD SURVEY PERFORMED BY THI5 FIRM ON JUNE 17 2000. 7.) NO CER TIFIC4 TION 15 MADE A5 TO THE' LGCA TION5 OF UNDERGROUND UTIL I TIES SUCH AS, BUT NOT LIMITED TO ELECTRIC, GAS, TELEPHONE, CA TV, WATER, SANITARY AND STORM SEWERS, 8.) NO GEOTECHNICAL, SUBSURFACE, FIELD REVIEWS, RESEARCAI, AGENCY OF GOVERNMENTAL RECORD REV15N,61 OR OTHER INVE5TIGA TION5 HAVE BEEN MADE FOR THE PURPOSE OF LOCATING, OR DETERMINING THE IX15TENCE OF WETLANDS, HAZ4RDCUS MATERIALS, OR OTHER ENVIRONMENTAL CONCERNS ON SITE IN THE PERFORMANCE OF 0IRI6TOPHER CONSULTANTS, LTD SERVICES FOR TI-IE PROJECT A5 SHOH/N HEREON. 9.) POSSIBLE GAP AREA SHOWN /5 A RESULT OF AN APPARENT DISCREPANCY BETWEEN DB. 1536 PG. .262 AND OB. 414 PG, 2451 A5 12,E807E9 ON A PLAT PREPARED BY HURT * FROM TT RECORDED 1N DEED BOOK 3349 PG. 687 IN THE CLERK'S OFFICE OF THE' CIRCUIT COURT OF ALBEI7ARLE COUNT7", VIRGINIA. PLAT OF REFERENCE BOUNDARY CONFIGURATION SHOWN HEREON BASED UPON AN AL TA/AC 5M LAND TITLE SURVEY PREPARED BY E.D. LEM19 AND ASSGC'IA TES ENTITLED, "PLAT SHOWING 3 PARCELS BEING A PORTION OF CHARLOTTESVALLE FA5N10N SQUARE, WARLuTTESVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA, " DATED DE'CEMBER 231 IqW N/TH LA5T REVISION ON APRIL 8, 1996. AL TA/AC-5/1 LAND TI TLE SURVEY AS REFERENCED IN DEED BCCK 1636 A T PAGE 262. LEGAL DESCRIPTION ALL OF THAT CERTAIN LOT OR PARCEL OF LAND, 5/TUATED, L rING AND BEING /N ALBET/ARLE" COUNTY VIRGINIA, AND BEING MORE' PARTICULARL Y DESCRIBED AS FOLLOW5: PARCEL 1 PARCEL E, CONTAINING 2.131 ACRES, MORE OR L E55, A5 .51OHN C W PLAT MADE BY E; D L EN15 e A5.S6CIA TE5, P.C., CONSUL TING ENGINEERS, LAND 5URVEYOR5 0 PLANNERS, ENTITLED OAL 7A/AC5N LAND TITLE SURVEY PLA T SNOWING 3 PARCELS BRING A PART OF CHAR40T-E504LE FASHION 5alARE, CHARLOTTESVILLE D157RICT, ALBEMARLE COUNTY, VIRGIN/A" LAST REVISED APRIL 8, 19%, AND FURTHER DESCRIBED IN ASSIGNMENT OF GROUND LEASE RECORDED MAY l3, 1916 IN DEED BOOK 1536 AT PAGE 254 PARCEL ll mC .rTHFR WITy THAT '1vcw-EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS, PARKING AND UTILITIES OVER THE BALANCE OF CHARLOTTE5VILLE FASHION SGxJARE (PARCEL5 A. B, C AND D), DATED - AND RECORDED - IN DEED BXK AT PAGE ; AMONG THE LAND RECORDS OF ALBEMARLE COUNTY VIRGINIA. " - NOT RECORDED AT RME OF SURVEY AS-SURVFrED DESCRIFTION BEGINNING FOR THE SAME AT A POINT ON THE WESTERN LINE OF RIO ROAD EAST, STATE ROUTE 631 (A VARIABLE N/DTH R1G17 -0F WA Y 5AID PO/NT' BEING APPROX/MA TFL Y 221, Sit FEET FROM THE INY`ERSECTION WITH THE SOUTHERN RIGHT --OF NAY LINE OF SEM/NOLE TRAIL, US ROUTE 29 (A VARIABLE WIDTH R16;147=OF--AA, r) AND BEING THE NORTHWESTERN. CORNER OF PARCEL /, RIO ROAD 5HOP51 LLC (DB. 3349 PG. 6a7) THENCE DEPARTING 5AID NORTHWESTERN CORNER AND RUNNING NiTN THE WESTERN RIGHT -OF -WAY LINE OF RIO ROAD EAST THE FOLLOWING; I,) 50UTH 24.4320" EA5T, 32744 FEET TO A POINT ON THE WESTERN LINE OF PARCEL D, C. V A550CIA 7-F5 (DB, IcM PG. 726); THENCE DEPARTING 5AID NE57-,ERN RIGHT =OF --WAY LINE AND RUNNING W/TH THE COMMON PROPERTY LINE OF PARCEL D THE FOLLOWING SEVEN (7) COUR5E5: 2.) 3464 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 6 6. 00 FEET AND W1TI-1 A CHORD BEARING AND DISTANCE OF SOYJTH 31!3735" WEST, 3423 FEE. T TO A POINT THENCE 3.) SOUTH 46 "53'lI" WE.57 185.41 FEET TO A F011Vr THENCE 4.) 105.63 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HA VING A RADIUS OF 165. 75 FEET AND NI7'T-1 A CHORD BEARING AND D451ANCE OF SOUTH 667nl" NEST, 103.53 FEET TO A POINT;• THENCE 5.) 35.34 FEET ALONG THE ARC OF A CURVE TO THE R16HT HA VINE A RADIUS OF 45. 00 FEET AND 141 TH A CHORD BEARING AND DISTANCE OF NORTH 71 "47'49" WEST, 34.44 FFFT TO A POINT; THENCE 6.) NORTH 49'17'29" WEST; 21.37 FEET TO A PO1NT1 THENCE 7) NORTH 041172V WEST, 114.01 FEET TO A POINT; THENCE 7.) NORTH 49'08114" WEST, 59.25 FEET TO AN IRON ROD FOUND APPROXIMATEL Y 2. 99 FEET FROM THE EASTERN PROPERTY LINE OF PARCEL 21 JEFF.E^R50N NA T10NAL BANK (DB.- .334(? PG. 691); THENCE DEPARTING .SAID C:OMIZW PROPERTY LINE AND RUNNING 50U774 OF THE EASTERN PROPERTY LINE OF PARCEL 2 TAIE FOLLOWING 8.) NORTH 3-4114"1l" FAST, 382.48 FEET TO THE POINT OF BEGINNING AND CONTA/N1NG 92,8Cq -wuARE FEET OR 2.1306 ACRE5 OF LAND. ZONING INFORI'lATION THE SUBJECT PROPERTY 15 CURRENTLY ZONED "PD-SC", PLANNED DEVELOPMENT =SHOPPING CENTER, AND 15 NI THIN TNE ENDMHCE CORRICOR OVERLAY BECAUSE TNE'RE' MAY BE A NEED FOR INTERPRETATION OF THE APf'LICABI-E ZONING CODE5, PLFA5E REFER W ALBEMARLE COUNTY APPLICABLE ZONING CODES FLOOD ZONE NOTE THE PROPERTY SHOWN HEREON 15 GRAPFIICALL Y SHOW IN FLOOD ,ZON.E. "X; AREAS DETERMINED TO BE 6V T51DF THE 0.2f ANNUAL CHANCE F4640PLAIN, ON TAIF FLCOD INSURANCE IPA TE M4P (FIRM), COMMUNITY PANEL NO, 51007C 0165C, REVI5EU ON DECE1'1BER 18, 2007. SUR CIF r0R'S CERTIFICATION TO: SHOPPING CENTER A-5,56Y'IA TE51 A NEHI PORK GENERAL PARTNER5/-11P 6MRI, INC. CHICAGO TITLE' INSURANCE COMPANY THI5 IS TO CERTIFY THAT TNIS MAP OR PLA T AND THE SURVEY ON WHICH I T 15 .BAS.E'D WERE MADE IN ACCORDANCE WITH ME "MINIMUM STANDARD DETAIL REQ111REr7EN"5 FOR AL 7-A/A051-1 LAND TITLE SURVF rs1 " JOINTL Y E5 TAI3LISNED AND ADOPTED B Y AL TA AND NSP5 IN 2OC61 AND INCLUDES I TE115 1, 21 31 41 5, 61 7(0)i 7(bl), 7(c)i 3i 91 lO, 11(b), 131 141 161 17 /8 OF TABLE A 7NERL'OF PURSUANT TO THE ACCURACY 5TANDAC'D5 A ADOPTED BY AL TA AND 83P5 AND IN EFFECT- ON THE DA TE" OF TH15 6-ER MICA TION, THE UNDER5IGN,E,CI FUR mfw r-ER TIFIES TI-1A T /N. MY PRoFE5.5IONAL OP/Niml A5 A LAND SURVEYOR IN THE' COMMONWEAL TH OF VIRGINIA, 77IE RELATIVE P051TIaML ACCURACY OF TH15 SURVEY DOES A10T EXCEED THAT WHICH 15 SPECIFIED THEREIN. a HER C. LLMORE Lic. 607 • r7. CHRi57OPHER C. F11-I MORE LS L ICEN5ED LAND SURVEYOR NO. : 2607 COl"1MCYVNE4L TN OF VIRGINIA NOTES CORRESPONDING TO SCIVEDULE B—SECTION 2 THE FOLLOWING EASEMENTS AND/OR EXCEPTION$ AS LISTED IN 504EDULE B -- SECTION .2 OF THE CONI.1177-1ENT FOR 7-17-LE INSURANCE FURN/S11ED BY CN/CAC,O 273oolr,21 EFFECTIVE" DA TE OF MAY 2, 2008 AT 0.00 A,11 HAS REV1ENED AND ADDRE55ED A5 FOLLOWS A5 TO THEIR CONNECTION WITH THE PROPERTr SHOWN HERECW AND AS DESCRIBED IN SCHEDULE A OF 5AID COMMITMENT• TERMS AND COV0ITIOIV5 CONTAINED IN THAT CERTAIN LEASE BY AND BETWEEN BEN l7. MILLER, ELIZABLTN E, MILLER, PERCY' MONTAGVE //l, ELEANOR MONTAGUE; HARRr F. LAhWG ORNEI ELIZ40ETH ABBoT LANGHORNE AND J05EP9 14 RIC:HMCWD AND RO9ERT MU-55ELI-1AN, A5 TRUSTEES UNDER THE GREENBRIER CORPORA TIO V PROFIT SHARING RETIREMENT TRUST, LANDLORD, AND CF5 A55CC'IATE5, TENANT; A5 EVIDENCE BY MFN0RANDUM OF LEASE RECORDED IN DEED BC6K 629 AT PAGE 477 AMENDED BY FIRST AMENDMENT TO MENORANDUl7 OF LEASE RECORDED IN DEED BOOK 668 AT PAGE 95; FURTHER AMENDED Br 5ECOND AMENDMENT ' TO MEMORANDUM OF LEA5E RECORDED IN DEED B6W 1534 AT PAGE 363; ASSIGN BY A55101-0VT OF GROUND LEASE RECORDED IN DEED B06K 1536 A.T PAGE 254. RESPONSE• DB 629 PG 477 AFFECTS .SUBJECT FROPERa BUT /S BLANKET /N NATURE AND CANNOT BE / U C A 1 A N N 1536 PG 254 LY>E5 NOT AFFECT SUBJECT PROS, BUT AFFECTS EASEMENT A1PEA(5). OTERI75 AND CONDITIONS CONTAINED IN SNORT FORM LEASE RECORDED 1N DEED BOOK 690 A T PACE 738, A551GNED BY A55IGN1%1ENT A55011FTIIN AGREEMENT RECORDED IN DEED BC'6 K 690 A T PAGE 744. RESPONSE• DOES NOT ARWCZ SUBJECT PROPERTY BUT AFFECTS EASEMENT AREAI'5I TERMS AND COVD/770N5 aWTAINED IN A551GNMENT OF OPERATING AGREEMENTS RECORDED /H DEED BCC 1536. AT PAGE 271, EA561-IENT(S) GRANTED TO VIRGINIA ELECTRIC AND POWER COMPANY BY INSTRUMENT RECORDED /N DEED BOOK 6 qO A T PAGE b51; DEED BQ:2< 69.3 A T PAGE 613; DEED BOCK 693 A T PAGE 607; DEED Bra< 689 A T PACE 550; DEED BOCK ,63+3 A T PAGE 316 AND IN DEED BOCK 393 A T PAGE 23. F ('ONSE• DB 690 PG. 651 AFFECTS 526VECT PROPERTY AND SLIOWN NFf-0 DB 693 PG, 60 DUES NOT AFfF : SUBJECTFRQEERDr BUT AFFEC PROPERTY, BUT AFFECr5 EASEMENT ARL-A(S); DB 6a9 PG, 550 XE5 NOT AFFECT 51DJfa EEM&z ' BUT A FFFC S 5 A 5• 3/6 .S NO A C .5 C A C 5M A.r S 3 3 SNO A G SlJ C O (� TERMS, COWDI TIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN DEED CF EASEMENT AND OEDICA TIOV �•`� AGREEME7!!T RECORDED IN DEEED 86*tlK 729 AT. PAGE 677 �'ESPONSE• AFFECTS 5U.I3JEC�' PROPF.'77 AND SHOWN HEREON TERMS, CONDITION5, RE,57R/CTION5 AND EASEMENTS CONTAINED /N DEED OF EASEMENT RECORDED IN DEED BCX1K 075 A T PAGE 683; MODIFIED 13Y MODIFICA 7-10N AGREEMENT RECORDED IN DEED BOOK 954 A T PAGE 210. 5 GNl E• S N A C SU C 4 A G S .5M A S QTERMS, CO?VV/r/ NS, RES7RICTION5 AND EASEMENTS CONTAINED IN EASEMENT AGREEMENT RECORDED IN DEED BOOK 742 A T PAC,E 546. RES GINS DOES NOT AFFECt 54.ECT AREA BUT AEEECTS EASEI`IENT A EA 5 . TERM5, awn RESTRICTIONS AND EASEMENTS CONTAINED /N DEED OF EASEMENT AND AGREEMENT RECORDED /N DF�D BCLI< "0 A T PACE 360 AND /N DEED BOOK 668 A T PAGE 134, .� 01V5E: DO 5 NOT AFF CT SU C AMAEfffCLS AS M N r AEA 5 Q TERM5 AND COVDITIOIV5 OF THAT CERTAIN FEE CWNER'5 CONSENT TO SUPPLEMENTAL AGREEMENT /N DEED BOO< 668 AT PAGE 3/6, 9 Ej 2C7N N A C SU C O U A C 5 5! J N A S TERM51 PROVISIC" AND CONDITIONS OF THAT CERTAIN SUPPLEMENTAL- AGREEMENT A5 EVIDENCED Or ma, OF SUPPunmmt AGREEMENT RECORDED IN DEED BG6K 60 A T PAGE 33616. S 5 S NOT A855CZ:SU G A C 5 EME A 5 2 TERNS AND CONDI TION5 OF THA T CERTAIN FEE' C WNER'5 CONSENT TO OPERA TING AGRE.EI7ENT RECORDED NN DEETO fCYOK 660 AT PAGE 171. 13 TE`RiIS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN TWO-PART? CON97RUCTICNI, OPERATION AND RECIPRCC'AL EASEMENT AGREEMENT, RECORDED IN DEED SC O< 668 AT PAGE 209 TERM4. 05WDI T10N5, RF57-RICTI6N5 AND EASEMENTS CONTAINED IN ASSIGNMENT AND ASSUMPTION AC7RFcl7c'NT, RECORDED IN DEED B60K 668 AT PAGE 144. RESPGW5F• DOES NOT AFFECT $_a.&ECT EEMETY BUT AFFECa EA MT AR A �J TERMS, CO'VDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED INDEED RECORDED IN DEED B06 K 580 A T PAGE 271 AS AFFECTED BY DEED OF RELEASE RECORDED IN DEED BCYJK 35R2 AT PAGE 395. RESP 3 M2 PG 395 DUES NOT AFFECT T MBJECT PR STY. EASEMENTS GRANTED TO THE VIRGINIA TELEPHONE � TELEGRAPH COMPANY RECORDED IN DEED BOOK 449 AT PACE 4021 DEED BOOK 392 AT PAGE 133 AND IN DEED BOCK 3% AT PAGE 576. A 5 F A EASEMENTS GRANTED TO CEWRAL TELEPHONE COMPANr OF VIRGINIA IN DEED BCOK 565 AT PAGE 169 AND DEED aow 678 A T PAGE 188. �j TERMS, C6WD1T14NS1 RES7-RICTION5 AND 545EMENTS CONTAINED IN AGREEMENT, RECORDED IN DEED BOX 1314 A T PAGE 4M AND IN DEED B09K 1303 A T PAGE 737. TER/'15 AND CO1'1DI TIONS CONTAINED IN L _EASE, A5 E',/1DENCED BY MEMORANDUM OF 501-FA5E RECORDED IN DEED BXX 11.28 AT PAGE 735, ,--� RREEMW5E• 220 NOT AFFECT SUBJECT PRa'_I5'TY E3(/T AFFECTS Ma05YE REAls% TERMS AND C6WD17-10N5 CONTAINED 1N LEASE AS EVIDENCED BY MEMORANDUM OF LFA5EBACK AND _-' COAISTRUCTICW AGREEMENT RECORDED IN DEED BOOK 660 A T PAGE 207. (AFFECTS PARCEL /l) RESPONSE.• DOES NOT AFFECT SUBJECT PROPERT7; . BUT AFFECTS EASEM,EN' AREA(5), 2 TER115 AND CONDITIONS CONTAINED 1N 4EASF1 AS EVIDENCED BY MEMORANDUM OF 4E45E AND PURCHASE OPTION RECORDED IN DEED Bt9OK 668 A T PAGE 125. (AFFECTS PARCEL JI) REAP DOES HOT A FFECr F� � _-- ►� TERI`15, CONDITION51 RE57R1CrXW5 AND EASEMENT CONTAINED IN DEED OF F,45FMFIVT AND RELEASE RECORDED IN DEED BOCK 3420 AT PAGE 356. RE5F6/5Es NOT AFFECT SUBJECT PRO,L'ER77 TERMS, aWV1T10N5 AND RESTRICT IONS CONTAINED /N DEED RECORDED IN DEED BO OK 657 AT PAGE 33. RE-5f "CN5f, 4V5 NOT A EC 5U C -PROPER BU AF 5 SEl9E AEA 5 TERMS, COVDI TIONS AND RESTRICTIONS CCW7AINED IN C'CAI RACT RECORDED IN DEED BOCK 495 AT PAGE .60 965�'1.9V5E: DOES NOT AFFECT S W50- PROPERT} F TERMS AND CCND1TION5 CGNI FAIN,ED /N THA T CERTAIN 5UBLEA5E; BY AND BETWEEN 5H PlNG CENTER A ,53CCIA TES AND GMRI, INC., A5 EVIDBAICED B?- MEMORANDUM OF 5UBL EASE REWROED ". IN DEED BOCK ^' AT PAGE o RESPOA1.�iE:• _ f'END/NIG REC'ORDA T/GY%.,y NOIl-EXCLUSIVE- EASEMENTS FOR INGRESS, .E6RE551 PARKING AND UTILITIES OVER THE' DAL.ANCE' OF C/1ARLOTTE5V1/.LE FA5H16W 4WARE (PARCE4.5 Al B, C AND D) RF'CORDEU ; 1N ,pEF.D 405K " AT PAGE' RES/'GWSE: ME NDING h'ECOgDA T1GW 7-ERM5, CONDITIONS, RESTRICTIONS AND EA5EME'NT5 CONTAINED IN FA55Mc'NT AGREEMENT RECORDED IN DEED BCC K 3436 A T PACE 4/4 (AFFECT$ PARCEL ll) REST SF, DOES NOTA_F EC .5U c PROPERTY, BU' AFFF CT 5 sEMENT AREA 5 OB TFRM51 CnVDIT/ON5 AND FFSTRIC'TION5 CGWTAINEP IN LEASE AGRF561ENT RECORDED IN DEED BOCK WO AT PAGE M. (AFFECTS 11) C'E5P E: 12�E I Nr1T �S�.S�LP1 PER , BI1L}1F..FECn EASE F ARWW TEPM,51 CONDITlONS, RE57RI0-/0N5 AND EASEMENTS CONTAINED //V MULTI --PARTY DEVELOPMENT AND OPERAT"1NG AGR.EEEML-WT CHARL07iE5VILLE F45 110N 5611UARE, RECORDED INDEED BGOK 60 AT PAGE 14 (A1-TECTS PARCEL l/) RESPGYV✓F:• WE,j NOT AF r 2&Ear PROPERTY, BUT AFFE�S f-,N NL ARFArS% TERMS, GGWDITIONS, Rf57RVCT10H5 AND EA50.1H1T5 CONTAINED III DEE9 FEE 01,1NER'5 C.OVSENT- TO THO--PARTY CW5TRUCTION, OPFP,47.16N AND RECIPRXAL E45EMENT AGREEMENT, RECORDED IN OE50 BXK 60 AT PAGE 2%. (AFFECT5 PARCEL ll) IFSpOw$E:• IJQ.FS NOTAE CT SL1IFCT PgV2ERT7, BUT AFFEG_T41701T AREA 5� 3 7-ERM51 CZWPITION51 RE57-00T10NS AND EASEMENTS CONTAINED IN DEED cF E45mENT BY 61FT; RE'GORDE'D IN DEED BCYIK 14% AT PAGE 62, (AFFECTS PARCEL 1l) RE580,5E: DOES NOT AEfE222EZ..CT PROPERTY,, BUT AFFECTS EASEMENT AgEA/S). TERMS AND C OWI TION5 CONTAINED IN LEA5F; A5 EVIDENCED BY MEMORANDUM OF SUBLEASE RECORDED GN DEED BOK 690 A T PAGE 746. (AFFECTS PARCEL 1/) DOES_NOT A_FFEcT .SUE. scr PROPERTY,. BUT AFFECTS EASEMENT AREAI'a), TERI151 CONDI7-10N5 AND RESTRICTIONS CONTAINED IN A5516NI`1ENT, A551IMPTIOV AND 77'AN5FER OF LEASE, J RECORDED /N DFED BOCK 3019 AT PAGE 456, (AFFECTS PARCEL ll) Ef,2E015 U TI L I TY NOTES - I ) THE LaArION OF UTILITIES SHOWN HEREON ARE FR6/7 OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES Oft Y ANP SURFACE GROUND MARKINGS. THE SURVEYOR !BIAS NOT PROVIDED WITH UNDERGROUND PLANS TO DETERMINE THE LGC'A TiON OF ANY SUBTERRANEAN USES. 2.) BEFORE DIGGING IN TH15 AREA, CALL 17155 UTILITY" 1-"-552-7001 FOR FIELD LOCATIONS (REMUEST FOR GROUND 1-1ARKI865) OF UNDERGROUND UTILITY LINES. 3.) 1-1155 UTILITY WAS CONTACTED ON JUNE 4 2008 TO PROVIDE UNDERGROUND UTILITY MARKS IN THE VICINITY OF RIO ROAD AND FASHION MALL. TICKET NUMBER A815OX785, EFFECTIVE AS OF JUNE Il, 200 AT 700 AM WAS PROVIDED. THE FOLLOWING UTILITIES AS REPORTED BY MI55 UTILITY WERE FOUND TO BE /N THE GENERAL VICINITY OF RIO ROAD E45T AND FAST J/ON MALL. THE FOLLOWING DETERMINA TION5 OF UTILITY ENCUI7BRANCE5 ON 51 TE 5&-*qN HEREON AS INDICATED ON THE ABOVE MENTIONED TICKET: UTIL l T r DESCRIPTION RESPON5E (MISS UTIL I T r) RE-5PON5F (CCL) ALBEMARLE COUNTY PIA TER MARKED -3-0 E T L1TY R 5 O MIND. SENER SANITARY AND AA TER BASED UFON UTILITY MAP PROVIDED. NCNIE LOCATED C4AR2-OT7-E5V1I.LE CITY - 6A5 _ NO CONFLICT; OUTSIDE OF 5TA TED WORK AREA NO CONFLICT, OUTSIDE OF NONE LOCATED CaYCASi STATED WORK AREA LCJ1'IIN1QV VIRGINIA PGWER AlARKED VISIBLE UTILITY MARKS LOCATED AND SHOWN HEREM MARKINGS D/D AIOT COVER ENTIRE SITE: EMBAROJ CORPORATION NO CONFLICT, OUT51DE OF _ �- NOT LOCATED STATED NORK AREA MC/ NO CONFLICT, OUTSIDE OF NOT LIrCATED 5TA TED WC RK AREA NTEL05 NO CONFLICT, OUTSIDE OF NOT LOLA TED 5TA TED A/ORK ARLA VER0CN C0171" IUNIC:A TION5 MARKED V15181_ E UTILITY MARKS LOCH TED AND 51aW HEREON RI VANNA HATER -AA TER !f 5FJ4ER MARKED NO VISIBLE' UTILI TY I IARKINGS FOUND; NO7' LO C4 TED LEGEND Utilities •- Hater 4 /.1i5c. 5tructures 14ATET' METER a . BOLLARD � WATER VALVE � SIGN t FIRE HYDRANT �� Utilities - 547itary E TREE W/ DRIPLINE C� SANITARY MANHOLE Q CLEAN OUT Linetypes Utilities - 5torm - x --- x -- x - FENCE D� STORM DRAIN INLET (DI) CURB � GUTTER S TORM CA TCH BASIN (CB) ...._. _ - -- PROPERTY LINE" Utilities --• Electric Abbreviations ADJOINER LINE LIGHT POLE lPF IRON PIPE FOUND m ELEC. PEDESTAL IF5 IRON PIPE SET Utilities - Telephone IRF IRON ROD FOUND TELEPHONE PEDESTAL 1R5 IRON ROD SET Utilities -- Cable T C. RCP TOP OF CURB REIN, CONC. PIPE Q CABLE PEDESTAL STY STORY CMG CURB 0 GUTTER EP ELQGE OF 45PHAl. T M MFASURED R RE'C:ORDEQ L.A. LANDSCAPE AREA Matching Fes , ASPHAk T GRAVEL MULCH FY SLOPES ) 25Z cmaornmw M�444 4 VICINI Tr 1"*'7AP SCALE: 1 " ^ 2000' U Cz 4 -.J co CD 0 Q -0 U C� c) a) o o 0 r 6 ai eF 0 co t Q) ° o o 0 Cll o Q � 5CALE, ltil/A DA TE'.• 07103100 Rev# DAT E REVISION Dl�'AHIN: AJ CHECKED. CCF l 10120106 E511 T ADDED 2 1210.2100 A TTORNEr COMME-AIT5 SHEET o, . �, z /Z.? �,. .� I � ,3 0,2/.27/09 5AIEET # CHANGED 4 04/30/0q VERTICAL NOTE ADDED 5 0 6/24/09 ADDED .5LOPF SHADIIW C 07/22/09 COUNTY COMMENTS '' Fag-O215 - - . I 9170—CGJ . . - . - ��, I- 7 0 Z I D - �t- - 0 11) (5:) (s) 0 '�'- I /-11% I& JA .0 V-- 0 - z \,IA 0 �) k N-/ / / I / \ I 1-1) "'TOR[I SEN,0� UTILIT-r DATA '6� -i5 TCRN .5f.NFR CA rCP 94,51H � 3 � I R11,1 FL. Ev ;v 4qq. 06 i lk -, 6 TORM 5kWFR CA rCil 13A -51N �5,�B-'Rlm,a-,Ev = 510.66 �� 11VV CUT (46 7)= 4W, q6 . INV 6VT (722)= 50�46 . , -�k) 5 7"ORM SENER CA rCI-I BASIN 0071RIM F.L_FV. 4%. % -tk. STORK -5FNFR CA MI-1 BASIN �2 " I = ,�'Rlma-Fv. -- 5//.,-?a I 11W IN (634) = 4q2. //. INV IN (356) = 507 /6 INV OUT (653).= 4q1. % 1A(V WT = 507 00 . . -Ek) 5 TORN .5ENER CA rCI-I BASIN . �53i R111 FLEV = 4W 54 I INV IN (467) = 48-7.34 , 11VV IN (W) = 4(9q.54 /NV OUT (756)= 4&q.04 I -Ek) 5 TORN 5ENER CA TCA4 BA 51AI �5 10,1 R1111 ,E1 ,,� __FV = 4W.63 INV IN (653) = 4,3733 11VV OU T = n1a I 1� `�ANITARr t?ENER UTILITr DA-1r,74 T� -5AIVITARr,55WER PIANNOLE 7� 5A.AIITAR,y 55N,ER PIANWLE /Nil I 1-1-EY. = 546.05 iRli I ELEV = 50q 73 �912 1 �9k /8v //v .= 4%.46 1N.V IN (q32) -- 4W,73 INV OUT (q6g)= 4%.0,9 INV OUT = 4W 63 PP,,0P/--)PT)` (--1JPVF [-),4-,r.,—A,' / / / / / � / / . I 04 . � % / 0 / ) / � I 1k ) I 6 � ,4�4' -� / 1� �j / N, Z�4 , Q) I I 0 - / . i . � . �� ,\q . . 11 lk Ir 10 �4 \� IN., 14) / NY / \N'-, 1:�- I , . Ax" / 11, %�- V-� IT, I Az /---------- . . / ,----,-- / --� . 'V`w / I -,--� 1�/ / Q) / I ---- / I I / I I / / / , / I / � / / I I / / CURVE RADIUS i ARC LENGTH . CHORD LENGTH C1,40RD BEARING DELTA ANGLE . TANGENT C1 , (05,00, 34.64' . 14,231 31*137135! PW — i— 30031,19' -4 17.L4' C-2 155.75' —45�55�" 105.53' . 103.53, 5 "IT17150 w . 3W49'20' — 54.B8' L-.�i--F 35.34, —j— 1 34.44, -- L � 1 �ffvjl I 45*0C -- -I- -i -01""I'VIR 0�� r'�I�- , 17, , ), — C, I '. . i .. � - I- - 11 .... - Z . w-4 Q FIL MORE 7.- . I . .1 LIC. . 67-1----- . &��-17e?�5, 1 4*,O,s 0 - VRV - CHR15TCPPER C FILLMOREI LS LICEN5ED LAND SURVErOR NO. : 2607 . CONNONNE4L TH OF VlRc�INIA \ ,�� -, I -, -�, \ ,� -, \V - n,� C\- \ -\ \ 1k Ile . D, I ,%�, .��, ,�� ,-\ -,�', \V ,�, ,�- \ - �- \\ , � cj C -�) � -j ,� (- C�j �) ) , , ,q .� ) 11 " V� j I-\ . \1 lr\ 1,4.— r\ ('\ C-\ 1� f - f ',.-; � % �1� 1�-i- �\ y \\- ,\ , �,� U \��, ,/ \,) (Y' / \I/ -,�, ,,, Q ,7-\ �,) �� � /� / \, /- , - Y'\ , ,IV-: . 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" -!�, 1-1-11", - � N .", "��, 1 ... � . � 11-W 1111F�, -11 , ", %-,-, I ... :- M ", �� b 11 ,g:,,m I �fl 111.1,,111-,� ..- I ,xl'�,,��L,U��; ,�5 "m I 1 , -1 . . . . . . . . . L." lz,� -41 ,� 3�1�,tt�,*. 1"t— �' "I , I . 0 ,3/z7 �, —i z", ,�� We,m- � `?��,,' , � : �*11,1- " ... I 'A", . �,,;gg� I � z1-1 ,�q�, � I'll �,�,";- - m—�,� �11�Lll �-, I 111" "I 11 - � �-- -"'-"'P�$�,.,,>,�')'-����-,z��-"ft'lil'-�.-.I—",Il��%��,,��K,�,I, `g.��I:n. R210,MR-1 -R, gvjl-�IAR III' �� ., V 1� - , y, ,�&",�, I 1� : -4. , ZMV,1'4V' ,, - , I il ��111�E,51 � " "I"01 I � .. I - t �11W f9l ��'� ... ... . I I N t.91 mll- ", � � "I'll", � ���4 ... t 114-11 ", I '�A> . �,.,' . I . . . f? # Cl. 3 . I .� . . �� � . .. I . . RO-0215 Z 0 H W Cn H w a- Z w F_ F_ H 0 H 0 v_ } Z Z H 0 w 0 0 0 a. w w m 0 Z W CD Z 0 0 0 w w W w s F- CD H J J Q J Cj l�\ \ REMOVE CONCRETE CURB & GUTTER o AS INDICk�=srED BY DASHED a\\ CURBING AS NECESSARY FOR NEW4#\ GIi D SIDEWALK RAMP INSTALLATION. EX15-TI1\16SAIV. I �\ FshhS rJNB-l:=3.. i �� TPA' FFIC REMOVE SHRUBS AS SHOWN. ALL m \ 904 \ \ SIGN OTHER TREES AND SHRUBS SHALL Rill ELEV. 509:73 \ o \ 7R;IFFIC REMAIN. PROTECT PER DETAIL IN V IN d b \ \ \\ .INV OUT: _ .494.63 \ ���\\�� ( slGnl ON SHEET C2.4 AS SHOWN. � ( GUY APPROX. L OCA TION OF a� F EX 10CENTEL OF . ' \� . \ \ CIO S \ A �� T\F�PNONE \ y ' \, T,y TREE PROTECTION BARRICADE uL T� VIRGINIA ESM T \ p q PER DETAIL, SHEET�C2.4 \- �: rp '�\ D.B. 565 PG. 169 vet j �F TYPICAL WHERE INDICATED.. ? �� I \ \R/4#0& l Q... • � 60 U C_ l TRAFFIC \�z c� a VEPC rr \�\ SIGN 11y,\\.: \ PAD Q` \\ C> \ \ \ 1 /a" Urrurr �\ \VA UL T i \ TRAFFIC EXISTING 5TORM INLET THE INTENT T0. REMOVE THE \. dl s/GN O R/M ELEV. = 510.86 ASPHALT AND URB & GUTTE.R . BACK... \ :. \� `'� INV OUT = 508.46 TO THE POIN OF RECENT. ADJACANT .. \ s CONSTRUCTI01� ..EXTEND REMOVAL � � \ �`� Cif ♦ F � LIMITS AS N C SSARY TO .INCLUDE ALL OF THE ALDER CONCRETE AND ��I REMOVE CONCRETE CURB & ASPHALT. "� '��, GUTTER TO LIMITS INDICATED s 1� \\ 2 \ BY DASHED CURBING. n \ ASSUMED LOCA TION OF r-�� EX._ l5' PUBLIC SANITARY - ` ♦' \ SEWER E5/7 . T \ APPROX. LOCA TION OF RECORDING INFORMA TION l +21 EX. l0' VEPCO ESM'T NOT AVAILABLE D.B. 690 PG. 651 � l TREE/SHRUB NOTE: - SEE SITE LANDSCAPE PLAN, SHEET L1.1 FOR INFORMATION REGARDING SPECIES OF EXISTING EXISTING STORM INLET TREES AND SHRUBS. RIM EL EV. = 511.20 lnlV. IN = 507. 18 \ INV. our = 50700 �\ SAFETY FENCE NOTE: ARBORIST REPORT NOTES: MAP NOTE: 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE ALL 1. ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A CONTRACTORS ARE MADE AWARE OF THE ARBORIST'S REPORT BELOW AND LAND SURVEY PREPARED BY CHRISTOPHER CONSULTANTS. ARE FAMILIAR WITH IT'S LIMITATIONS WITH REGARD TO PERFORMING WORK AROUND THE EXISTING TREES. 2. TRANSFER OF SITE BENCHMARK(S) IS THE RESPONSIBILITY OF THE 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND GENERAL CONTRACTOR AND SHALL ONLY BE COMPLETED BY A SURVEYOR MATERIALS ASSOCIATED WITH IMPLEMENTING THE RECOMMENDATIONS OF LICENSED/REGISTERED IN THE STATE IN WHICH THE PROJECT IS THE REPORT AND THE TREE PROTECTION BARRICADE DETAIL ON SHEET LOCATED. C2.4, INCLUDING BUT NOT LIMITED TO, FENCING, PRUNING, FERTILIZATION, ROOT CUTTING & MULCHING. 3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONTRACTOR SHALL INSTALL ORANGE SAFETY 3. INSTALLATION OF ALL TREE PROTECTION BARRICADES, PRUNING AND BENCHMARK PRIOR TO ANY CONSTRUCTION AND SHALL REPORT ANY FENCING AROUND ENTIRE PERIMETER OF FERTILIZATION OF ALL TREES ADJACENT TO CONSTRUCTION AREAS SHALL DISCREPANCIES IMMEDIATELY TO THE ENGINEER. FIELD VERIFICATION PROJECT. LOCATE FENCING AT BACK OF CURB BE COMPLETED IN ACCORDANCE WITH THE REPORT PRIOR TO THE CAN BE ACCOMPLISHED BY CHECKING A MINIMUM OF TWO FIXED OBJECTS ALONG RIO ROAD AND ALONG MALL DRIVE, BOTH COMMENCEMENT OF ANY DEMOLITION WORK. DISPLAYED ON THE SURVEY (i.e. MANHOLE RIM, STORM GRATE, PIPE THE SOUTHEAST SIDE AND SOUTHWEST SIDES. 4. ANY TREE ROOTS 2" AND LARGER ENCOUNTER DURING EXCAVATIONS FOR INVERTS, ETC.). CONTINUE FENCING ALONG NORTHWESTERN UTILITIES, CURBING, ETC, SHALL BE CLEANLY SEVERED IN ACCORDANCE PROPERTY LINE. WITH THE REPORT. 5. TREE ROOT ZONES UNCOVERED BY REMOVAL OF EXISTING ASPHALT SHALL \\ \\ BE IMMEDIATELY CO'.'E'RED BY A 2" LAYER OF MULCH AND MAINTAINED THROUGHOUT CONSTRUCTION. LEGEND: 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE TREES DURING CONSTRUCTION AND FOR THE COSTS OF ` MITIGATING THIS DAMAGE INCLUDING REPAIR, REPLACEMENT AND/OR T5P FINES. PAVEMENT TO BE REMOVED \ \\ \ \ \ V �\ Winton Farm Enterprises \ \�� V UTILITY OR FENCE TO BE DEMOLISHED 318 Bybee Road ° \ Louisa, Va. 23093 434) 589-6924 TIP TP TREE PROTECTION BARRICADE TRAFFIC COTROL L 1GNT5 N--\ REMOVE CONCRETE CURB & GUTTER TO LIMITS INDICATED \\ TREES TO BE REMOVED Brett Mashchak X BY DASHED CURBING. \\ o Darden ReAawants Inc. ° 690 Lake Ellenox Drive ° (3 1 d pL 12R0Q i soyq ±21 r Tr2�;rFlC S1GiV REMOVE 2 E i TING OVERHEAD �..\ POWER SERVIC,Sjl POST -MOUNTED EQUIPMENT ANDII �.OSTS. SEE L M \ REMOVE ASPHALT TO SHEET C6.1 AN E 1 .1 FOR I E TIMING AND RE�� ONSIBILITIES.. n � LIMITS SHOWN. 11 I I � 11 ` I 4� l I P �E 0 II TAX MAP #61 1'22A v E/"I REMOVE LIGHT PO E AND L ING RIO ROAD SHOPS LLC UG��, Il CIRCUITRY. COM LETE ROUTE OF (DB. 3349 PG. 687) EXISTING WIRING NOT SHOWN DUE TO ZONED: C 1 6 ° � L LIMI USE: UNDER - CONSTRUCTION , TF REFER TO SHEETS C6.1 AND E1.1 \ cn I FOR FURTHER INF RMATION. PARCEL 1 (n SAMUEL J. JOSEPH., JR. • \ I 1{ AND JANET A. JOSEPH. (DB. 3349 PG. 69.1) TREE PROTECTION BARRICADE \ lI < REMO E THE AS SHOWN. LL PER DETAIL, SHEET C2.:A. `� IL OTHER TREES ND SHRUBS S ALL UNDERGROU D ELECTRIC DISTRIBUTION TYPICAL WHERE:INDICATED.. REMAI PRO LINES TO R MAIN. COMPLETE ROUTE OF _ _ 6� �` I T NG SHOWN DUE TO _ ON SHEET C2 . AS SHOWN . � "���„�- LIMITED FI L ION. LOCATE I� \ LIP II AND PROTEC THROUGHOUT CONSTRUCTION. ` II \ 4 • \ 11 II EX15TING PRIVATE ll Il � III SANS.SSEWE_-._!`� LATSRA SS I lI � Il II EXISTING 5AN MN i II Fshn5,7rJNB-1-4 ll RIM EL EV. = 506.08 TAX MAP&-122 /NV. IN = 496.48 JEFFEN INV. OUT = 4g6.Oa it II -'1 NATIONAL BANK I 11 \ REMOVE SPHALT TO (DB. 479 PG. 205) 11 LIMITS S OWN. \ II ZONED: CO II USE: BANK PARCEL 2 NATIONAL BANK & TRUST COMPANY ll Q v� z Il (DB. 3349 PG. 691) kll J Q Q II VEPCO 0 11 Q II l PAD l z � �� {I \ REMOVE ENTIRE CONCRETE CURB & GUTTER ISLAND II l 11 11 x I� 11 REMOVE TREES A SHOWN. A L \ Il 1 OTHER TREES AN SHRUBS SHA L II Ii 11 REM L \ 1 11 L II ON SHEET C2.4 S SHOWN. TREE PROTECTION BARRICADE � I1 PER DETAIL, SHEET C2.4. TYPICAL WHERE INDICATED. I II RE OVE CONCR E C RB & II GU TER TO LIMITS INDICATE II �6 BY DASHED CURBING. ll u 7.3' EXI5 TING 5 rORM lNL ET #2 - VDOT TYPE DI -3B L ENG T9 = 5. O' R1M EL EV. = 499.06 INV. OUT = 494.1 TAX MAP #61 -132 CV ASSOCIATES (DB. 1908 PG. 723) ZONED: PDSC USE: SHOPPING CENTER PARCEL D CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 262) LIMITS OF ASPHALT REMOVAL. SAWCUT TO A NEAT CLEAN EDGE. REMOVE ASPHALT TO LIMITS SHOWN. �= s 014" + LP k S� F� \c S� h N '1 a1 di c 0 0 N TREE PROTECTI BARRICADE PER DETAIL, SHEET C2.4. T I WHERE INDICATED 0 4 012'\12" 0 01 ,P \\ ran o, , May 14, 2009DEMOLITION NOTES: 1. SEE GENERAL NOTES, SHEET C-001. - REMOV TREES AND SHRUBS AS SHOWN. s` ALL HER TREES AND SHRUBS SHALL Dear Mr,Mashchak: 2. OWNER'S REPRESENTATIVE, GOVERNING AGENCIES AND UTILITY COMPANIES SHALL BE RE IN. PROTECT PER DETAIL ON NOTIFIED 72 HOURS PRIOR TO ANY DEMOLITION OPERATIONS. E ET C2.4 AS SHOWN. <Y i inspected the landscape at the proposed Red Lobster site on RIO toad east in �\ Ch-, 'lQttesville Virginia oa May 14, 2009. The Misting trees were identified and the 3. CONTRACTOR SHALL COORDINATE WITH GOVERNING AGENCIES AND ALL UTILITY COMPANIES TO COORDINATE TIMING OF AND RESPONSIBILITY OF DEMOLITION APPROX. LOCATION OF information given to the .landscape axcbitet;t, Hammond Eve. The proposed site is a OPERATIONS INCLUDING ANY REQUIRED INSPECTIONS. LX. l5' UTIL l T r LSM'T D.B. 729 PG. 677 ��P parking lot with existing matwe trees in islands and pl tlz� wips along the edges. The 4. CONTRACTOR SHALL REMOVE ALL BUILDINGS, FOUNDATIONS, PAVEMENT, CURB, SIGNS, REMOVE CONCRETE CURB & Fees overall good to fad condition and are a good of trees suited for the LIGHTS, FENCES, TREES, BUSHES, UTILITIES AND ANY OTHER STRUCTURES AS GUTTER AS INDICATED BY Charlottesville olimatc. INDICATED AND DISPOSE OF THAT MATERIAL IN A LEGAL MANNER. � 0 DASHED CURBING AS NECESSARY 5. UTILITIES TO REMAIN IN -PLACE SHALL BE PROTECTED BY THE THE CONTRACTOR FROM FOR NEW SIDEWALK RAMP The larger shade trees on. the site are mature trees �. mature canopies. These mature IST. p \ \\ INSTALLATION. p` 'p p p RESPONSIBLECFOR DDAMAGE ITO EXISTING UTILITIES. REQUIREMENTS. CONTRACTOR IS ca ies have dig le that extend Qvr the caved parking area. Tree roteakiQn zones NA TER should generally be at least to the drip line, however, in Ns case the tree protection zone VAULT ` �° � �� 6. DEMOLITION OF .ASPHALT PAVING SHALL INCLUDE REMOVAL OF SURFACE AND ANY BINDER ° APPROX. LOCATION' OF a)c)g the curb is stlffiGiezzt, Tree pots are going to grow where conditions are favorable SECTIONS. AFTER ASPHALT REMOVAL, THE SITE GEOTECHNICAL ENGINEER SHALL CONC.. EX. 15' CENTEL 0>F t s are pin to be in the pass areas in the lantin stxl S at�d isl ds. INSPECT STONE BASE COURSE TO DETERMINE CONDITION. IF EXISTING STONE BASE VIRGINIA ESM'T and most of theroots going gplanting A D. 8. 565 PG. V? Roots can be found under asphalt, but there is no evidence of large root development COURSE IS ACCEIPTABLE TO PROJECT GEOTECHNICAL ENGINEER, IT SHALL BE REUSED. ' � under the avenlent here? pavement avement heaving or excessive cracking. Tr= prateollon UNACCEPTABLE STONE BASE COURSE SHALL BE DISPOSED OF OFF -SITE IN A LEGAL ill MANNER. fe�achng al¢'� curb wlimit any damage to the already limited root zone of t lees. -- 7. ALL EXISTING PAVEMENT EDGES SHALL BE SAW CUT TO A STRAIGHT EDGE. ALL NEW 7l lI�1L\ \ PAVEMENT EDGES SHALL BE CONSTRUCTED IN A STRAIGHT AND NEAT MANNER. /ATyree condition was found to be good., The sycamores do show sigaS of past sycamore anthracnose fungus Xdecti.on causing some tip die -back. TWs is minimal and Common in 8. ANY HISTORICALLY SIGNIFICANT ARTICLES (CORNER STONES, ETC.) FOUND DURING arQa sycamores. The white oak and red = les are in good condition and seem. to be CONSTRUCTION SHALL BE PRESENTED TO THE OWNER FOR CLASSIFICATION. CONTRACTOR p t�`jving. There is one sugar maple oil the eastern. side along the n�41 entrance that has SHALL STOP WORK IN THE AREA OF THE FIND AND IMMEDIATELY NOTIFY THE OWNER AND �. GOVERNING AGENCIES FOR DIRECTION. THE OWNER SHALL RETAIN ALL MATERIAL IT / \ o die -back 'n e to �d .further inspection showed Q�alble girdling roots which can cause � \ lea � p p p � � CONSIDERS SIGNIFICANT. ALL OTHER MATERIAL SHALL BE DISPOSED OF OFF -SITE. ccvc. ° die -back. Girdling roots are common in -maples and in this case it's too fax along for ' p gggd. Tlae condition Uf . iaarubs and flowering dogwoods appear good, • THE CONTRACTOR SHALL TURN OVER ANY REMOVED PUBLIC UTILITY ITEMS, i.e. WATER cuttingtheroot. Other s 0 With � heap plant SOW St>f'eSS METERS, TO THE UTILITY DEPARTMENT. ALL OTHER MATERIAL SHALL BE DISPOSED OF the trees and shrubs is importaaxt becatise when you StBI't y p OFF -SITE IN A LEGAL MANNER. will not bQ as detenW and survival rates should be very Wgh- 10.ALL DEBRIS FROM DEMOLITION OPERATIONS SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. Fecoznxnex�dations for the, existing trees will beasfollows. Treeprotectic�.a fencingACCORDANCE . TREES TO BE SAVED SHALL BE PROTECTED FROM CONSTRUCTION DISTURBANCE. / should remain in. place with no traffic or storage of material within them. Tr xc atad / HEXAGONAL HATCH PATTERN i / storage will cause soil cQWpaction. Whew existing curbing demolition under the trees is 12. THE CONTRACTOR IS REQUIRED TO MEET ALL APPLICABLE LOCAL, STATE, OSHA AND Tony roots they come across two inches or greater should be relied with a shag saw FEDERAL REGULATIONS CONCERNING PROJECT SAFETY AND ASSUMES FULL INDICATES EXISTING SHRUB done BEDS. SOME SHRUBS SHOWN or pruners leaving a, clean. cut several inebes back frotn disturbance. Low limbs on some . RESPONSIBILITY FOR SAFETY ON THE PROJECT. LP of the gees ban low enough where the could be hit b coristructiou equipment. INDIVIDUALLY. SHRUBS\\ � �11 � � 13.CONTRACTOR IS TO VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO AND DURING SHALL BE PROTECTED \ \ Corrective p;r=ing to raise limb levels to ` invent breakage from tracks or other CONSTRUCTION AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ENGINEER. SIMILAR TO TREES Uf L�,SS ecluipmexit should be done to make roam. for work =der the drip lines. Limb level INDICATED TO BE R M � VED . pruning should not be e�.css�ive a� shoed, all'Qw for 1>�'�l2? cleat"art+co. Fcrtila�ataon 14 . CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCING AS NECESSARY AND AT P THE DIRECTION OF THE OWNER OR GOVERNING AGENCIES FOR PUBLIC SAFETY AND JOB with a liquid slow release ferWizer to the foot zvoReS of all treeS mid sibs will help SITE SECURITY. promote root growth and increase vigor priQ�r to consctson. REMOVE CONCRETE 15.CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES PRIOR TO ANY SITE CONSTRUCTION OR DEMOLITION. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED CURB & GUTTER TO My inspection and mvii of the, site planes show no major concern for tree ,health or TO, BOTH MAIN AND SERVICE LINES FOR THE FOLLOWING: LIMITS I N D I CAT E D dmiiage, I feel there should be little change to the existing tree and shrub environment BY DASHED POTABLE WATER LINES CURBING. and in some cases the trees are going to get a larger area for root development with the SANITARY SEWER LINES proposed ,wenision ofdic islands. With ctar[ying out the recQinmendations for prming ELECTRIC LINES (OVERHEAD AND UNDERGROUND) l) �O �' mid fertiliztic?Xi the fees a1d slx�bs 5.hou14 handle the OoriStCt1011 glue well And GAS LINES l O should continue to provide great benefit and value to the restaurant and -to the county. TELEPHONE LINES O TELEVISIONCABLE LINES OBI STORMWATERCONVEYANCELINES )00 O� sii��e��lya 16.ANY SUBCONTRACTOR BIDDING ON THIS JOB SHALL BE REQUIRED TO PERFORM A SITE 1 u� 0' l' U VISIT PRIOR TO SUBMITTAL OF BID. V �0 Cl 17.CONTRACTOR IS RESPONSIBLE FOR PROVIDED ANY TRAFFIC CONTROL MEASURES 0 Scott etcher NECESSARY FOR DEMOLITION OPERATIONS. ° \ ` �, I.SA Certified A.rbodst #MA-0306A 18.DEMOLITION OF CONCRETE CURB, CURB AND GUTTER, AND SIDEWALK SHALL BE J 0 O \ �Li CONSIDERED TO (EXTEND TO THE NEXT CONSTRUCTION JOINT PAST THE LIMITS SHOWN ON V` ;O `r THE DEMOLITION PLAN. C o C> O O \ APPROX > o LOCA TION' OF ` EX. 15, �> 0 NA TERL INE C �> E5M'T O- D.B. 729 PG. 677 O° D00� �Oc ( OC /o„ 1� hu 0 r 12" ° / ` 5u I /'1 0 9 iQ 1/0 24" d dr d c o 0 0 0 �..\ O ° O n n °j'T O O COn1CRETF 5- .i 1 O O O � SCE - ¢� o O O v v O O O O o O O (i _ , C�Q / C> O O O O O .. °� O O O COiVCRL -F . 5r, \ SD8 �X15 TING STORM 11VL Er #3 EX C/G VDOT rrPE DI-3C LENGTH - 13.E 'TREE PROTECTION BARRICADE RIM EL EV. = 495.96 INV. IN = 492.1/ PER DETAIL, SHEET C2.4. 1NV. OUT = 49l.96 TYPICAL WHERE INDICATED. MALL DRIVE APPROX. LGLA TION OF (PRIVATE) EX. 10' VEPCO E5M'T �10 D. B.'. 6 90 PG. 651 1<. Ex c�G EXIS TING STORM INLET TAX MAP 461 -132 CV ASS CIA,TES LP (DB. 1908 PG.. 726) ZONED: PDSC USE: SHOPPING CENTER PARCEL D CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG.. 262) �CII �X. 2 D TPA FFIC 5/Gn1 EXISTING 5 TOR11 INLET #4 VDOT TYPE Dl-36 cn L LNG TN = 7.0' Q R11 EL EV. = 494.54 INV. lnl (NN) = 489.34 INV. IN (5N) = 489.54 OUT = 489.04 F F hV EX15TING S TOR11 INLET 95 RIM EL EV. = 494.83 INV. 11V = 487.83 INV. OUT = n/a County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp I11-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 04 Trees to be saved; 00 Limits of clearing (outside dripline of trees to be saved); 04 Location and type of protective fencing; N/A ❑ Grade changes requiring tree wells or walls; N / A ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 00 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. DO No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 00 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 00 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: 00 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: X Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree 'Wells: N / A ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detaii submitted for approval. ' 10. Tree Walls: N/A ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. CCll-e-ann= 181 Protective fencing shall be the last items removed during the final cleanup. 13. Dama ed Trees: Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. GRAPHIC SCALE 20' 0 10, 20' 1 INCH = 20 FT NOTE: THIS SCALE APPLIES FOR 30"x42" SHEETS ONLY A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 RED LOBSTER SEAFOOD CO. ALBEMARlE COUNTY PLAN NUMBERS: ARB-2009m2l SDPm2009-00043 WPOm2OO9mOOO24 P111H op /I ,11 ���E L , /Ar i �2Arr AN E. TOWNSEND i Lic. No. 029957 ♦ O $ 0 S IO N A L �1+1OWL ���g UTICIT yo C G ���OR U OZCa F YO MARK DATE/DESCRIPTION MAY 18, 2009 ARB COMMENTS Q MAY 213 2009 SITE ENGINEERING QJUNE 262 2009 SDP COMMENTS 4 JULY 171 2009 ARB/OWNER/SDP COMMENTS QAUGUST s 21, 2009 ARB/PLANNING COMMENTS 7 SEPTEMBER 15, 2009 VDOT COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVILLE, VA SCALE 1"=20' CLIENT N0. 40524 JOB N0. 409131301 STATUS DATE MARCH 11, 2009 COORD GFJ DRAWN GFJ APPROVED AET SITE DEMOLITION & TREE PROTECTION PLAN �°°C \ i E1y1,5TING _5141N. Fshr5c/r ;V3-1.-3.. v ��� _Q; . q..3 j IN K. i BAR R I CADS �FFffTR:PROTECT'�IOf�. ,� PER DETAIL S.HEET:C2.4.- s -Emu. s. > O0 S m 1 .. SEE SHEET C2.1 . FOUR LOCATfO cn �\ . 4 I N \. \ cL I c U. INSTALL THIS'; f,ORTION':OF SILT FENCE I�1 EDIATELY AFTER ASPHAL DEMOLITION\ \� v SF l I CD O n UTILIZE APPROrlN IATE-. SEDIMENT. QNTROL z MEASURES FOR INSTALLATION -.OF SANITARY ��U� SEWER LATERAL,. REPLACE CURBINGiAND. 1 H ASPHALT AS SOON AS IS -.PRACTICABLE. \ -"� o STABILIZE LAN CAPED AREAS IYMEDIATEL �� i,f 1 I HOl r � � I oc " � I TAX MAP #61 -1 22A\ RIO ROAD SHOPS LLC \ v DB. 3349 PG. 687 I ` o ( ZONED: C1 �.... \ w \ I USE. UNDER I LJ CONSTRUCTION o PAR 1 \ I v I PARCEL w SAMUEL J. JOSEPH., .JR. � 1 AND JANET A. JOSEPH. \. I \ 4 m (DB. 3349 PG. 69- 1).. \ o TREE PROTECTION BARRICADE ✓ \ r Z PER DETAIL, SHEET C2.4. SEE SHEET C2.1 FOR LOCATIONS.'-''' COD Z \ \ H n Eh'ISTI�I�� FRI V1-1 TE 0 SAN. 5Epq F' Lei TEr2�1 L < � w F� S a Et15TiNc 5An1 LU F - n5gt _1N3 CD rill _FLFV: = TAX MAP 61 -122 INV. lw = �196._18 JEFFE SON H NATIONAL BANK / _ \ J (DB. 479 PG. 205) ZONED: CO a USE: BANK o PARCEL 2 NATIONAL BANK & j TRUST COMPANY \ (DB. 3349 PG. 691) 0 ___1 i TREE PROTECTION BARRICADE PER DETAIL, SHEET C2.4. SEE SHEET C2.1 FOR LOCATIONS. i \ J TAX MAP #Q 1 -132 CV ASSOCIATES (DB. 1908 PG. 72-6) ZONED: PDSC USE: SHOPPING CENTER" --- PARCEL D CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 262) a a \ \ D0 _ S F \ �0 qo \ \ D ' . F T2AFF1C 5/61v THIS CROSS -HATCHED AREA INDICATES \ gRlq CRITICAL SLOPES THAT WILL BE e�F DISTURBED TO INSTALL\NEW PUBLIC \�� . � 112-ory �� ' SIDEWALK. FINAL SLOPE\ OF LANDSCAPE �� AREAS WILL BE 3'H:1'V OR LESS. SEE \ p p SIC SF � SHEET C4.1 FOR FINAL GRA ES. �,. 9/�J �0& INDICATES LIMITS OF CONSTRUCTION. D DISTURBED AREA +/- 2.2 ACRES o ii s z \sue♦�� �� q - fo\ ;z� a 4rAw � ♦ `` SF \\ TIP, r FAc Q S F Aftft SOIL \ F T ,-F,FIC OC S - -- T KP I LE \ �SF6�� ; 5/GN a 7 � \ \� AREA- S1 s� HOC �4c1 i- \ S,c PER DETAIL, SHEETLjr C2.4. SEE SHEET C2.1 FOR LOCATIONS. � MALL DRIVE (PRIVATE) 4) Z TSPP \ TEMP_ BM CORNER OF CB SF TREE PROTECTION BARRICADE \ 1, 1 D ♦ s ��,� PER DETAIL, SHEET C2.4 . A ♦ �°� �, SEE SHEET C2.1 FOR LOCATIONS. \ \ TRA lc \ THIS CROSS -HATCHED AREAyINDICATES \,,�� �o ���♦ \X, CRITICAL SLOPES THAT W}LL BE `sod\ °� ���\ DISTURBED TO INSTALL PUBLIC SIDEWALK. FINAL SLOPErOF LANDSCAPE AREAS WILL BE 3'H:1i'V.OR LESS. SEE \SHEET C4.1 FOR FINAL\ -GRADES. ° (7. D �\�' jTER -EX15_ T. l'\l _' i \ <<� fi V_� uL T �� 't irLL_•'i sr' "L4r „'t 3ry. 't i,-t i� "t 3r_ I� �i 7 I\� -TEMP MB CORNER OF CB ELEV_ = 4g3.7 HATCM�D AREA INDICATES OPE /THAT WILL BE 0 NSTAL-L- NEW -PUBLIC A 9 PRIVATE IRRIGATION J�STURBANCE SHALL BE MINIMUM REQUIRED FOR /TALLATION. THE AREAS \ ABILIZEIZWI-TH3ypERMANENT AS SOON AS PRACTICABLE. -TREE PROTECTION BARRIO DE -PER DETAIL, SHEET C2.411 SEE SHEET C2.1 FOR-L-OC TIONS . i i �500 SD D D NARRATIVE: PROJECT DESCRIPTION: PROJECT WILL INCLUDE DEMOLITION OF APPROXIMATELY 2.0 ACRES OF EXISTING PARKING LOT AND RECONSTRUCTION AS A NEW RESTAURANT WITH ASSOCIATED PARKING LOT, UTILITIES, AND LANDSCAPING. EXISTING SITE CONDITIONS: THIS SITE IS CURRENTLY PAVED WITH LANDSCAPING ISLANDS FOR USE AS OVERFLOW PARKING FOR THE MALL. THE SITE SLOPES GENERALLY FRONT TO BACK, OR NORTHEAST TO SOUTHWEST. ADJACENT AREAS: THE SITE IS SURROUNDED BY COMMERCIALLY DEVELOPED J� PROPERTY. WACHOVIA BANK AND A RETAIL SHOP ARE TO THE NORTHWEST, RIO ROAD IS TO THE NORTHEAST, A MAIN ACCESS Cd ROAD INTO THE MALL IS TO THE SOUTHEAST, AND THE RING / DRIVE OF THE MALL IS TO THE SOUTHWEST. VJQ- OFF -SITE AREAS: i Q�Q'ti NO OFF -SITE AREAS WILL BE DISTURBED FOR THIS PROJECT Q� Q FOR BORROW, WASTE OR SPOIL EXCEPT THOSE COVERED UNDER A SEPARATE PERMIT FOR THAT USE. SOILS: ACCORDING TO THE USDA, THE ON -SITE SOILS CONSIST OF v ELIOAK LOAM (27B), UDORTHENTS, LOAMY (88) AND URBAN Q LAND (91). THE SOILS ARE WELL DRAINED SAND LOAMS WITH A MODERATE EROSION POTENTIAL. CRITICAL AREAS: CRITICAL EROSION AREAS CONSIST OF THE PERIMETER LANDSCAPE AREAS WHERE EXISTING SLOPES EXCEED 4:1 IN SOME CASES. ALL OF THESE AREAS ARE CURRENTLY STABILIZED \�v WITH MULCH AND VEGETATION. HALF OF THE AREAS WILL REMAIN UNDISTURBED. THESE ARE GENERALLY THE LESSER SLOPED AREAS. THE STEEPER SLOPED AREAS ALONG THE �y \ NORTHWESTERN BOUNDARY WILL BE FILLED AND THE FINAL \\ SLOPES LESSENED TO 3:1 OR FLATTER AND STABILIZED WITH MULCH AND VEGETATION. EROSION AND SEDIMENT CONTROL MEASURES: CONSTRUCTION RELATED MEASURES SHALL INCLUDE A STONE CONSTRUCTION ENTRANCE, SILT FENCE, A TEMPORARY DIVERSION, INLET PROTECTION AND AN EXCAVATED DROP INLET SEDIMENT TRAP. PERMANENT STABILIZATION: PERMANENT STABILIZATION MEASURES SHALL INCLUDE NON-ERODABLE PARKING AND WALKING SURFACES (ASPHALT AND CONCRETE) AND VEGETATIVE MEASURES. VEGETATIVE STABILIZATION SHALL CONSIST OF SOD, NOT SEED, FOR INSTANT STABILIZATION, EXTENSIVE SHRUBBERY AND GROUND COVER, AND BOTH ROCK AND HARDWOOD MULCH. THE LANDSCAPING WILL BE WATERED WITH AN AUTOMATIC SPRINKLER SYSTEM AND MAINTAINED BY A PROFESSIONAL LANDSCAPE COMPANY TO ENSURE ITS HEALTH AND LONGEVITY. STORMWATER RUNOFF CONSIDERATIONS : AS THE SITE IS SUBSTANTIALLY COVERED IN ASPHALT CURRENTLY, THIS PROJECT WILL LOWER THE IMPERVIOUS RATIO AND THEREFORE LOWER THE PEAK RATE AND VOLUME OF RUNOFF FROM THE SITE. CALCULATIONS: DUE TO THE SIZE OF THE SITE AND SIMPLICITY OF THE A MEASURES, CALCULATIONS ARE NOT NECESSARY OTHER THAN THOSE SHOWN. MAINTENANCE: \ SEE EROSION CONTROL NOTES 4, 10, 11 & 13. p MINIMUM STANDARDS: SEE EROSION CONTROL NOTES 5, 6, 7, 20 & 23. TAX MAP #61 -1 32 CV ASSOCIATES (DB. 1908 PG. 726) ZONED: PDSC USE: SHOPPING CENTER PARCEL D CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 262) ':''I SEQUENCE OF CONSTflUCTION: 1. INSTALL ORANGE SAFETY FENCING, SILT FENCE, STORM DRAIN INLET PROTECTION AND TREE PROTECTION BARRICADE. MAINTAIN THROUGHOUT CONSTRUCTION. 2. DEMOLISH ASPHALT, CURB & GUTTER, LIGHT POLE / WIRING, TREES AND SHRUBS AS INDICATED ON SHEET C2.1. INSTALL ROCK CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION, INLET SEDIMENT TRAP AND ADDITIONAL SILT FENCE AT ENTRANCES AS SHOWN. MAINTAIN THROUGHOUT CONSTRUCTION. 3. MASS GRADE SITE. 4. BEGIN BUILDING CONSTRUCTION. 5. INSTALL SITE UTILITIES. INSTALL STORM DRAIN INLET PROTECTION ON NEW INLETS. 6. INSTALL PARKING AREA; REMOVING TEMPORARY DIVERSION, ROCK CONSTRUCTION ENTRANCE AND INLET SEDIMENT TRAP. 7. PROCEED WITH FINE GRADING, LANDSCAPING AND GRASSING. 8. REMOVE REMAINDER OF EROSION CONTROL DEVICES AFTER SOIL STABILIZATION AND AGENCY APPROVAL. 9. PERFORM CONTINUING MAINTENANCE UNTIL OWNER TAKEOVER OR PER CONTRACT. SYMBOL SCE _SF - SF 0 IP -> DV TS SOD VEG DC LOC MAP NOTE: 1. ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND SURVEY PREPARED BY CHRISTOPHER CONSULTANTS. 2. TRANSFER OF SITE BENCHMARK(S) IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL ONLY BE COMPLETED BY A SURVEYOR LICENSED/REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. 3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BENCHMARK PRIOR TO ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. FIELD VERIFICATION CAN BE ACCOMPLISHED BY CHECKING A MINIMUM OF TWO FIXED OBJECTS DISPLAYED ON THE SURVEY (i.e. MANHOLE RIM, STORM GRATE, PIPE INVERTS, ETC.). LEGEND TITLE TEMPORARY STONE CONSTRUCTION ENTRANCE SILT FENCE STORM DRAIN INLET PROTECTION TEMPORARY DIVERSION TEMPORARY SEEDING SODDING TREES, SHRUBS, VINES & GROUNDCOVERS DUST CONTROL STORM INLET STRUCTURES STORM DRAIN PIPE LIMITS OF CONSTRUCTION TREE PROTECTION BARRICADE STD & SPEC No. ;c� , 3.05 3.07 3.12 3.31 3.33 3.37 3.39 N/A N/A N/A N/A EROSION CONTROL NOTES: 1. 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. 2. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 3. 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. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 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. 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 7. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 8. 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. 9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. MAINTENANCE FOR EACH DEVICE SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 12. 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 BY ON -SITE INSPECTION. 13. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONSTRUCTION BEING HALTED. 14. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 15. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 16. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 17. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 18. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 19. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 20. 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 (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO, BE LEFT DORMANT FOR MORE THAN ONE YEAR. 21. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY' TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 22. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, SODDING AND PLANTING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBE/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. SOD, PLANTINGS AND MULCH SHALL BE IN ACCORDANCE WITH THE PROJECT'S SITE LANDSCAPE PLAN. 23. 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, SUBJECT TO THE APPROVAL OF THE COUNTY EROSION CONTROL INSPECTOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. GRAPHIC SCALE 20' 0 10, 20' 1 INCH = 20 FT NOTE: THIS SCALE APPLIES FOR 30"x42" SHEETS ONLY A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 Pri: 843.849.7500 FAX: 843.849.7502 ALBEMARLE COUNTY PLAN NUMBERS: ARB=2009=21 SDP-2009mOOO43 WPO-2009-00024 F G/ At r9, AV V AN E. TOWNSEND i T Lic. No. 029957 40' 0 s e Ar AW 0!0 SZO NA L UTI�rT y CJ O� C) \F YOU MARK DATE/DESCRIPTION z MAY 213 2009 SITE ENGINEERING JUNE 26, 2009 SDP COMMENTS 4 JULY 17, 2009 ARB/OWNER/SDP COMMENTS s AUGUST 21, 2009 ARB/PLANNING COMMENTS SEPTEMBER 15, 2009 VDOT COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVILLE, VA SCALE 1"=20' CLIENT N0. 40524 JOB N0. 409131301 STATUS DATE MARCH 11, 2009 COORD GFJ DRAWN GFJ APPROVED AET EROSION CONTROL PLAN - INITIAL ,b z O W CD H m W Q- z w F- H F- I O F- H 37. 01 , I.t_ z z H 0 w 0 M 0 O a w CC w m F- O z 9 W C7 z 0 0 0 `w w W LU W F- = CD H J J 0 m rn O O N h- = 0 I- A O 0 C d N C W .Cn m d 04 a cc 00 T T- 0 T 0 N LID Ir- k N Ui /o/��1.\ `-/ T rn C IN fl. 'C a d L d m 1" 1 o 0 T- o N > U cc G 4 a ai a d 0 (13 V J X Irl M T m 0 C M I- ca Rt N 0 qIT LL �\- , � " \ , D- :��,-, v � I \. \ / a . I \\ \ . �� \\\ ---� . ---, �_ 3 \ \\ \. .. .I '�\.., ' .\ '," -- . �"�/n".�/ADJUST SILT FENCE AS ° D D Gl%\ \ \ 1 \,� . .-. �.. ... . , . I ..F. .,:.. --.E. V..1.. . -. .- � NECESSARY TO INSTALL >-0 \ \ Z \.. :.::."-'�..�. SIDEWALK. MAINTAIN \ \ / G�i�\ O c <i5rING S 1N r1 l / . - O \ 5 �- '"' _ FFIC ADEQUATE SEDIMENT CONTROL . \. m \ qO / �,\��_\ . ".-�--.' ..`- I ..: , ,/-"/ a-.��;.,..� -:',�.1- .7.0--/ F5675c/r JiV3-l:=3.. '.r '� :.;'+: ;.� .`1� �zl / ;y. SIGN \ \ � "\\ • ... rlvV ilv = 494 - `. - s r��III.- . \'II ...i/., T�rc \ 8 /' \ � ��1 /GIV.' OU _ .4��/. 3 / \ THIS CROSS -HATCHED AREA INDICATES"--< l G \ \,. �.../J� '\ CRITICAL SLOPES THA------� -Z�-,,,77 - 11, f T WILL BE a F �\ \\ ( r�L ,� /onf �':='• ��\ DISTURBED TO INSTALL�NEW PUBLIC \�,pi �� `�loTys�' �o \\w �� V. 1,-. .... . \ �uLr- ��: SIDEWALK. FINAL SLOPE OF LANDSCAPE \ a (i /j� �-i-, \ \\ _''---'- , `.:. ::.:....:..'_ ., AREAS WILL_ BE 3 H :1 V OR LESS . SEE p C �� �/, \\ .. .. . . :, . . iLL rP , �\ SHEET C4.1 FOR FINAL GRA ES. a �YJ90t/ 4 h. / ,F`�\\\ ij) \' a . - \z' -�- I ,� \ \ ,3\ \ J �� \ I DICATES LIMITS OF CONSTRUCTION. DD \ ea �-G,\�\,TREE PROTECTIO %'BARRICA < } LL rp �� N �w \\ .. . �{. .. . Q \ . I�, / � \ DISTURBED AREA +/ - 2.2 ACRES \� . � (/o,L, \ \ C PER DETAIL, -SHEET : C2.4: I - a I 1-1 I K , \- �D - SEE' SHEET'C2.1 .-FOR LOCATfkj,O S. �' �� � o _ � A� \ ..� Gil � a p \ v - � c� - � \ \ v Q- . . ... C �h :A, Y' \ v�' \v A V '� \ A �� \ .\.<� \ \p . .. . \ �\ . I �� \ .' ..S.� . V,:. SF o - `\-- r5P!k . . .. d I �- . \ \ \ v 1. �- \ . . ... . ... \ .. .... , . . 1. . \ �� o' /8u cn `' Fes•`_ \ \ D _` G / `/ . .. . . . . . \.. ,3 , v \ / . . \.. . -� , 51�- 7 ,' ems : ,\ \ \ �- . �\\ `\ :�:: 1 ti �, :. v 1. N .� :\ F a \ . j �:'. \ s I �\ / c- / �e °\ l . \ ( _ _ TE P_ B \-� \ . � \ . I O-`�.:.... /� ':' '; \ CORNER OF CB \ D. �\ �/ �,� \ ... ... . .. II r � ,- `/ �511 d ' F ELEV. = 510,8 \' / '... �. . d\ \ - r `. C .:. \ j `� - is 10 �.r 5'1..i.. ;,� \ �\ D� �!/ /. \ter ' �1--- - 5 ` '.:- . `- -\\ \\ a-- 0_ \:. y: \': 1 SIF \ . . . . \ / I . . JI /I , -- 1 .-Al �� ----__\ '� "✓\ -� �-.,.,.--- �� .."f� '-� 1-'� `IIIII`�� - * " 'I"".I �.... . W.......�.- I. . ---�� - . -,I' -F . . . .� . � -,0. . . i. .. 1. . �I �� / . . .'. . � ` \ \ f> . .� "':11, v\ v1� --1 ... ... ... ...... ....... .. ...-'� ... S F T� 5og 4\ F,� // es\ \�� �� . . ... '`\ DE \ \ .. ' ' 1 \ I sp\ � ,- S I TREE PROTECTION BARRICA S \��) `�\ �`' r / PER DETA L/ S EET C2 I �_ ......... ....:. �� SEE SHEET C2.1 FOR LOCATIONS. UTILIZE APPR R.IATE .SEDIMENT.: QNTROL "' '` - -� �' \ ' ::.''\� ri2�_{Fr�IC\ / j - ` �� \ Sl�7IV \ / MEASURES FOR SANITARY r- n .. � �� J o/�" ';��j �> �0�� ".'��RA��NSTALLAT*ION-.OF- . REPLACE CURBING AND Ln di - d����! ; �1.::-: - \\ \ \ •'.:: THIS CROSS -HATCHED AREA DICATES jI ASPHALT AS SOQN AS IS .-PRACTICABLE. \ -' r 1`\\* / j \°<~': \�S �i�� ' � \_ \� % CRITICAL SLOPES THAT W� LL,, BE STABILIZE LAN � CAPED AREAS I IMEDIATEL .:' �i� �� i, ;\ : ~ ��`�� j DISTURBED T'0 INSTALL � E; (, PUBLIC I \ ` \` \ \ :',: :...:. Sa8 SIDEWALK. FINAL SLOPE 20F LANDSCAPE L c \' \ \ \ ::. : •.\ i.. '7 :' '• ,� \ :'...:.......:. ../-'-----:r. L BE :1 V R LESS. SEE '. • �.:�: � s �,, AREAS WI L 3 H 0 r .. . . . . . . . / '' . . ; . . O �`\ �l a, .;/ (-n '� FOR R DES . r ::: ` �HEET C4 1 0 G A \ ,� %\ \� \ \ \ S FIIVA�. .. ... . .... .. . . . . /. .... .. �.... L s ' o B ., , \ s ` \ 1. �/ �° / f --� ` Ste\ r }' D ' V / vy � 0--_ .,. .,\ \ i :\ 3 r 3r' T 3ry ~I+ 25 A \ � / \\ .\ \ Iot �- /\/ { w i . ':. ., t: : . .,•.1 .. � _ p: � � yt l� . �Lrn^� t t. t L-T --/ l � r .,o ,i a D >- ri r2 , G l�l r�l� . \ �/ % / x x s - � V 1 1 A ':V 5 _ TAX MAP 61 22 ' \ \ 8 .; ;x= I iuL r RI ROAD #H P LL � CG , 0 0 D S 0 G I - o 3 3 3 3 �� r i , .. : ' ..i' =fir T. - : \ t ! f \ DB. 3349 PG. 687 I ; ? ti \._ z �: ( ) :. .:i • .. ... 1 ZONED. C1 : .- �:;'.:;:� _ € �� \ ._ rY-. \ \ USE. UNDER w _ _P��. ' k.£;,ki CONSTRUCTION R " _ 5 \ - \� PARCEL 1 .::., v \ SAMUEL J. JOSEPH .JR. (1 - ` I P SO \'/ > - i 3r^•a 3 a3r x3_, G/� \ AND JANET A. JOSEPH 3 -, r;srr3 tar; _ �,1. \ \ cta� _ T IA _ \ \ \ DB 3349 P 1 S _r. r_._ �'.___� G 69 \ ... �I� �• . o - �, S } rz \ \ SILT FENCE 7 �. F z \_ TREE PROTECTION BARRICADE ✓ `r �� _ DROP INLET co ; } - r° �3r �. �> PROTECTION PER DETAIL SHEET C2.4 . J.-,(,/.. - -3r -3r - ,- SEE SHEET C2.1 FOR LOCATIONS.. I \ •• ho . � � n53z �g ��, . �" TC/ \ - -- 50�0 en �� o, / \ Da a 3 r { • 0 - •� 3r •z 3r;s rc \ \`\ -.'\p D \ 11 c �. \ / L, PROPOSED :`rf 1 Q C CROSS -HATCHED AREA ALONG THIS .. �.n9( I -,�;/ \ I - 6, RESTAURANT _ 1. % \ �z �� D ' \ \ Q •� rr ns 3r 3r ) �ii ti;-.,' PROPERTY LINE INDICATES CRITICA \ f FFE rJO9.00 \_ \ - \ ��� / R k� z THIS CRI SLOPES THAT WILL BE DI TURBED JO �- . o r / PROVIDE FILL TO LESSEN FLN SLOPE \ 0 �CAI _ E'`: 6 ��" < 1. � 505 ; . 50 i s ' DISTU/R 1 TO 3 H:1 V OR LESS.h,//�rSkEEITIrE \.. �: �� 1z / / PAL (� 'r -•-- - •:,;:> \r ,l WATER C4.1 FOR FINAL GRA,f,,§.J:' ,2 LATE S;, :s _ o. r; � •. \ /li �S �j j_ ; �,. BACKr�01 r - - Y. . .. _.� \ KE P TO T/NG '5tl N. / /N\ r - _ �� _� �.. j/ / UT I�/I TY / n5cr�'"!R-/- > I - 50�1� - \ r ^� S����'1 LL BI �-- 3r' sr / / P A/'-� �L r l : - - ' 0t3 \ ,<- ; I P \ u, z GET 'T TAX MAP \ i _ ,� o L _-� --� _ o 3.: ;r ; �61-122 INVli J - 49&. -,d Al'_ _ ---- o __ 4JEFFESON lIl�'. O r = 4�I�.��r3 - o m I - c� b ! �- Q '':•`. -/ w•Y rt art. NATIONAL BANK \ � ` 5 _ 3F,"F3 o - ,Jg `1.Po,/ I;,,,r / J ZONED: C0 Jc� �>�`r \ 5 x. USE: BANK i;'S PARCEL 2 -� \ �-j I NATIONAL BANK & F TRUST COMPANY o (DB. 3349 PG. 691) 1,1 '- \. \ \v I � � \ I / \ r1 / �. / \ l n! D / ( 1z X, I i-' I 1 r 1 I \ _ i \. �` / \ / / ,/ ---� r NOTE: GREY -SHADED AREAS REPRESENT ' EXISTING CRITICAL SLOPE AREAS (THOSE GREATER THAN 25%). CROSS -HATCHED AREAS INDICATE AREAS OF THESE CRITICAL SLOPES TO BE DISTURBED BY THIS CONSTRUCTION. TREE PROTECTION BARRICADE � PER DETAIL, SHEET C2.4. SEE SHEET C2.1 FOR LOCATIONS. \ ��_�°J` �J _ �I -� / i- \ � -- \ •t t -r � 11 r n' r r1 r --- .. .. 4;� . .... ---_ \- - ", . ". .. .. j I ` , .., - / ::�.::. I ro `\ --N SILT FENGE_DROP! �..:5 ..,- _ �: :,...\.,.--- .. N ? rV 61 :...- INLET PROTECTIO, ,. �� 50 I .. . t� ,Yv- ---- _ . .:..: c' :'. , :. :.:. .:.::� ry v�� .. fJ1 F j , - c 5 .•. \ I J i °�'- -' \ j -T; I co co co' J \ :.' I ---T-- i,: :�'. �" SD tom,, I cS O' - _: ' '. 1.O may\'. .•, �' O --� f t, _3 at ( \ 0 •\:.. C f�. o %.n ' _ J 3 Q I:,: t f J -;; �- j 1 1". ��. -.%-.,:�,-,-,::.:.::.* . J�. - - GO :. •• ':-. � �,,: ,q. •w - Kt- - . - z�w,,m s *IQ + r- a * a ;, -' . are.:i - ,s3rsuau r sr�;s :, -;sj 7 --- - _ .saf .. 4 ccow:a , ' •: ,... �.- l > }' . \ `<,', f r :. �.: f ..:. . r _ J J -� _ a4 - - \\ i Q :::•.. \ \ I P \ 5os _ �' I r 11 ----505- '� 05 __- - 1pf' 5 2 _ I 5 __-_ U - ... _ -�. jjG,r _� , n �_sm -5p4H_ � co: I 5or r 505 ` / _ _5p� \ � / \ \ J \ w BLOCK_&_GRAVEL_ \ a 504 CURB INLET \ 500 _ i �, 50 \ SEDIMENT FILTER \ 503 - I 1 I 503 \ v \ hot `� 503 �v 502 1 - Q 02 .... 7 1: *:'.'--,, - \--. ., �..,,...-..,.'.��..,,-.'. _ \ 5 s IP 50I-,,99- - i �, -, ..... MI \-,� 00 :.` ;":: So r, 502 501 \ Q: TTTy U rr f I11 -� � r r -- 1, -f r r ' I O r i J --�-�05--_ 1 "i, -TRE -P EF SEE -_ _ /�\\ - \ ai dl r„ o r2,/, 500 ,. 0-�'l Z. .. , /B a 500 - __` Ij ..,,. \ 0 I �O 00 (° 'J 1 - I--' ` U /n� O 'S J O I� 500 I _I ' 500 I% - 'I 1 �, ' � 01411 / --.-�! - N-- .:...�..-.1..1'".......-. 99 9 ;�:...,,7,..; Y r , " ----�, 1..".;fI�.... , .,. *. * 9 - 1 Y,r 1_ i �..... .. :F 9 S 9 ♦ S F _ O � 4 g\ I SO'' "'':: 498- �I -- \ ,\:_ . I �` \SOr�Z� 497�q7_ \IIIIiL, O -- -� '-� 497 , '��V �� \ _ SO �♦ TAX MAP ��1 132 �a� - _ _ �� CV ASSOCIATES �� \ \�I (DB. 1908 PG. 7-26) � /� 0 �I i V� r `SO ." i ZONED: PDSC �� I USE- SHOPPING CENTER �,< PARCEL D �6 CHARLOTTESVILLE -1 FASHION SQUARE � LP (DB. 1536 PG. 262) (- REMOVE SILT FENCE AND STONE\� CONSTRUCTION ENTRANCE IN THIS - ' AREA AS NECESSARY TO INSTALL PARKING LOT STONE BASE. UTILIZE APPROPRIATE SEDIMENT CONTROL MEASURES AS MAY BECOME NECESSARY IN THIS AREA TO CONTROL OFF -BYTE SILTATION OF THE ADJACENT ROADWAY. 1� I I \\,� qg6 S L I rl O \ 0 aI , /,' � �- - -499 � i I ..,;-,,..� l I� p•. { 11 \ 499 \ /o/ 4 l . .�i 4.1�� \ 10 .�. I—- 1.U) ` ... 4.1 * -��'..'..' ` { F �; :, - 498 -- ���1 S \ / ' 4q7 �\\� i 2 /'I O ///- W �' --, , �� �// / ,\ /„ BLOCK & GRAVEL \ /2,/ / 11 CURBI INLET i\ 4w \ o " 1z' I Ti „ SEDIMENT FILTFRI / o' \, Q � -= - I P -11�� \�' � r P -- - TREE PROTECTION BARRICADE -----_\ PER DETAIL, SHEET C2.4. SEE SHEET C2.1 FOR LOCATIONS.- M�4L L DRIVE (PRIVATE) - --.9a - j / /� 6° '/�/ i i �n , /\ -`'ill o j / i -� so i 11 -I' rj . . hoc 1211 F / " - e i ,/ _ o /, Ts / SD ' SD I SD --� / SFC,q*, -'� - - -� / c . `\ , I i\ 41 ----- 5 _ -- -TEMP. BM CORNER OF CB (`, ELEV, = 4g3.7 / I/\\- LP 0 x -T��., "--, 'mil v 1 --!��, \/� <'Fi /-i � \ \ , ,� �, <�/ -\ mob, 81 \- � 11 v/ 0 MAP NOTE: 1. ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND SURVEY PREPARED BY CHRISTOPHER CONSULTANTS. 2. TRANSFER OF SITE BENCHMARKS) IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL ONLY BE COMPLETED BY A SURVEYOR LICENSED/REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. 3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BENCHMARK PRIOR TO ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. FIELD VERIFICATION CAN BE ACCOMPLISHED BY CHECKING A MINIMUM OF TWO FIXED OBJECTS DISPLAYED ON THE SURVEY (i.e. MANHOLE RIM, STORM GRATE, PIPE INVERTS, ETC.). LEGEND_ SYMBOL TITLE &SPEC No. 0 o TEMPORARY STONE C E 3.02 L -STD \� CONSTRUCTION ENTRANCE SF S SILT FENCE 3.05 STORM DRAIN INLET PROTECTION 3.07 0 I P -", Dv, 3.12 TS TEMPORARY SEEDING 3.31 SOD SODDING 3.33 V E G TREES, SHRUBS, VINES & 3.37 GROUNDCOVERS DC DUST CONTROL 3.39 E:�o�:]STORM INLET STRUCTURES N/A SD STORM DRAIN PIPE N/A LOC LIMITS OF CONSTRUCTION N/A TP TREE PROTECTION BARRICADE N/A NOTES: 0 CO STRUCTION SEE FOR EROSION CONTR L NOTES, NARRATIVE &SEQUENCE OF N SHEET C2.2. GRAPHIC SCALE O�'<�� 20' 0 10, 20' 1 INCH = 20 FT NOTE: THIS SCALE APPLIES FOR 30"x42" SHEETS ONLY A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009-27 SDP-2009-00043 WPO-2009-00024 MARK DATE/DESCRIPTION DUNE 26, 2009 SDP COMMENTS 4 JULY 17, 2009 ARB/OWNER/SDP COMMENTS QsAUGUST 21, 2009 ARB/PLANNING COMMENTS SEPTEMBER 15, 2009 VDOT COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT REL LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVILLE, VA SCALE 1"=20' CLIENT N0. 40524 JOB NO . 409131301 STATUS DATE MARCH 112 2009 COORD GFJ DRAWN GFJ APPROVED AET EROSION CONTROL PLAN - FINAL --------- 'u a��C2 022 z H z c: z 0 H Cn H Li LU z w P- H P- 0 H 0 U_ r z z H 0 LU U 0 0 W W co z CD z H a 0 O 0 w > LU 0 W Cn H iz J J IDA SEE NOTES EX. VEGETATION TO REMAIN UNDISTURBED 2x4 CROSS RAIL ORANGE SURVEY TAPE 2X4 POSTS @ 10, O.C. EXISTING GRADE TO BE PROTECTED NOTES: 1. TREE BARRICADES ARE REQUIRED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, EXCEPT THOSE OPERATIONS REQUIRED TO INSTALL SUCH MEASURES. 2. MAINTAIN TREE BARRICADES AT ALL TIMES. 3. BARRICADE SHALL PROVIDE A DIAMETER OF PROTECTION EQUAL IN FEET TO THE DIAMETER AT BREAST HEIGHT (IN INCHES) OF THE TREE (I.E. A 24" D.B.H. TREE SHALL HAVE 24 FOOT DIAMETER OF PROTECTION - 12 FEET ON ALL SIDES. EXCEPTIONS SHALL BE AS SHOWN ON THE PLAN WHERE EXISTING CURB & ASPHALT TO BE DEMOLISHED ARE WITHIN THIS PROTECTIVE ZONE. THE BARRICADE SHALL THEN BE PLACED IMMEDIATELY BEHIND THE BACK OF EXISTING CURB. 4. ALL WORK DONE WITHIN PROTECTIVE BARRICADES IS TO BE DONE BY HAND AND LIGHT EQUIPMENT. 5. ALL ROOTS TO BE REMOVED DURING DEVELOPMENT SHALL BE SEVERED CLEAN AND A 2" LAYER OF MULCH SHALL BE APPLIED OVER THE SURFACE OF EXPOSED ROOTS DURING DEVELOPMENT. 6. ALL PRUNING OF TREES SHALL BE DONE BY A QUALIFIED TREE SERVICE ACCORDING TO THE NATIONAL ARBORISTS ASSOCIATION, PRUNING STANDARDS FOR SHADE TREES. TREE PROTECTION BARRICADE DETAIL 1992 -�. VflRE SCREEN CONCRETE BE.QCK GRP;UEI-. FILTER RUNOFF.. C��/F_( FL.QW l ~ \ HATER WITIf HEIL N1ATEf SEDIMENT s— HIM IF �.-._,`—�- ta I —. i .� i•—"— � I [ -- _ n .. p �#—��i—fit ��.. II SME�1,T - LI EM WIRE Sc ?ELr! 2" X. 4" W.000, 5'ruD --- ri��Q irtLET S£'E�IAL AYf'LI'GATION. THIS Iv1ETH D OF INLET PROTECTION IS APPLICABLE AT CURB INLFET8 WHERE AN OVERFLOW CAPABILITY IS NEC SSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.. * GRAVEL ;S. HALL BE VDQT .#3, #;357 QR #5 QQAR:S'E: AGGR:ELATE Source; Va. DS.WC :III : 45 Plate 3.07=8 INLET PROTECTION DETAIL IP STONE C ONS TR CCTION ENTRM NCE M, MAN, EXISTING . RA:.V EHENT FILTER CLOTH 6" MIN.. p MOl1NTr1Bf CraF'TI.pNAL S1DE ELEVAT[O EXISTfN:G uROUND 70` ., 'IN.-7 B 1IF►SHRACK:. ---. 10' !?IK _ <OPTIONALa.. - �1 * 10' MIN, EXISTING PAVEMENT VDCJT 41 PCI$ITIVE DRAIt(AG 10` HIN, COURSE:AGGREGATE. TO SCDINENT B. . TRAPPING DEVICE - MUST EXTEND FULL..- Wj�JTH 1 S AND.E '.OF INGRES.CRE55. PLAN VIEW oP.��QN 12' MIN. ............ 3 M FILTER CLOTH :SE:CT10N. A --A —� 6 — — — -- 4 :0.100RC0 •Cd OCRETE Z1KP;IN: w4 SECTION B-.B Sottree: Adapted from 1983 .Maryland Standards far Soil Palate 3:02 4 Erosion. And Sediment_ Control, and Va. DSWC III:-9 CONSTRUCTION ENTRANCE DETAIL CE 1992 Source: 1V: C, Erosi.on and Sediment Cor lrol Planning and Design Manual, 1958 III - 3.5 Plate,. 07-1. INLET PROTECTION DETAIL Ip-' '1y:92 FLa N EXTENSION QF FABRIC ANp WIRE .INTO. THE TRENCH:, Source:: Adapted :from Installation of Straw and Fabric .Filter Barriers for .Sediment Control; Sherwood: and W ant. III - 24 FENCE DETAIL SILT� 1992 EXCA TEA TED DROP- INLET SEDIMENT TRAP FLOW FLOW � Nil IJ fir' i FLOW ff� FLOW SEDIMENT -LADEN RUNOFF DEPTH BELOW TOP OF INLET.: REQUIRED PAIN, V- MAX. 2' ZI SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY (FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. 3.05 Plate 10.5 4 3.07 Source: Michigan Soil Erosion and Sediment Control Guidebook, 1975, and USDA-SCS Plate 3.07-4 III - 39 INLET PROTECTION DETAIL',IP% 1992 DIVERSIONS -1 M14 10% SETT MENT •I f— 11 1.1 . . ♦SN �f•.,.1it� f— If ., . . ♦�A �f•.,.1it TYPICAL PARABOLIC DIVERSION TYPICAL 10% SETTLEMENT 0.3' FREE BOARD - — Source: Va. DSWC III - 67 DIVERSION 3.12 2,Ao, Plate 3.12-1 TEMPORARY DIVERSION DV' A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 REDEa o�Bco TER ALBEMARLE COUNTY PLAN NUMBERS: ARB=2009-21 SDP2009 00043 WPO=2009=00024 +441 T H10/`�00 ° 'AW Ar "� AV 1w AV LAN E. TOWNSEND .. Lie. No. 029957 'O Q a ,r�' ��► !tee �FsS ire/4;;NA 5S uTxLI 0 co YOU MARK DATE/DESCRIPTION Al MAY 18, 2009 ARB COMMENTS A MAY 21, 2009 SITE ENGINEERING JUNE 26, 2009 SDP COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FA%HION SQUARE MALL CHARLOTTESVILLE, VA SCALE, NO SCALE CLIENT NO. 40524 JOB NO. 409131301 STATUS DATE MARCH 11, 2009 COORD GFJ DRAWN GFJ APPROVED AET CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT C1 65.00' 34.64' 34.23' 5 31'37'35" W 30'31'4q" 17.74' C2 155,75' 105,53' 103.53, 5 66'17'51" W 38°4q'20" 54.88' C3 45.00' 35.34' 34.44' N 71°47'201" W 45'00'00" 18.64' Z 0 H W C0 H W CL W F- H 0 H _ 0 LL Z Z H 0 w U M 0 O d Lu Lu m H O Z W 0 Z H ¢ 0 w CC w W w H H J J (4 Companv ey, Gay, Bell & DeYoung Inc. ulting Engineers - NANDO PARK BLVD., SUITE 201 PLEASANT, S.C. 29464 B43.849.7500 FAX: 843.849.7502 _BEMARLE COUNTY PLAN NUMBERS:- ARB-2009=21 iDP- 2009-00043 MPO - 2009 - 00024 \%, - N % T1H op �1 i yA AP ALAN E. TOWNSEND i Lic. No. 029957 4W 1w IV Ak s 'O Q s90 k�'� v X-. 9/0#0 SIO NA L I/I111 1+ 4v uTr1IT � T Oy r`8 G ` ao �O Z \F YOU 'D MARK DATE/DESCRIPTION Q MAY 18, 2009 ARB COMMENTS Q MAY 21, 2009 SITE ENGINEERING Q JUNE 263 2009 SDP COMMENTS QJULY 4 17, 2009 ARB/OWNER/SDP COMMENTS AAUGUST 21, 2009 ARB/PLANNING COMMENTS QSEPTEMBER 15, 2009 VDOT COMMENTS JT: DEN RESTAURANTS, :-CT: LOBSTER RESTAURANT LION SQUARE MALL ILOTTESVILLE,VA SCALE 1"=20' CLIENT NO. 40524 JOB NO. 409131301 STATUS DATE MARCH 11, 2009 COORD GFJ DRAWN GFJ APPROVED AET SITE DIMENSIONAL CONTROL PLAN C 3 2, z 0 H CD CD H w CL w F_ H 0 H 0 U_ z z H 0 w U 0 0 0 CL w w m F_ 0 z 0 z H Q a a 0 0 W w W W W F_ c� H 0 M . MATCH Ex. \ O 41 l: ,,� �, •�`'���:� .-�;: :.; TRAFFIC \\ 5IGN \ 401Sp \ �... tlJ/ \ r`� APPROX. LOCA TION OF EX. /0 CENTEL OF \� . ��� �Tti TREE PROTECTION BARRICADE ' UL r-� * < VIRGINIA E51-I T \ p44 .\ �- Tp ! D. B. 565 PG. 169 MATCH TW TO EXISTING TC . \ a\ (/e� PER DETAIL, SHEET C2.4. i>;:.:..: SLOPE WALK 2 o TOWARD ROAD. • SEE SHEET C2.1 FOR LOCATIONS. TYPICAL OF ENTIRE LENGTH ° . 114) 110& \\\ OF ROADSIDE WALK. ° I Tp 22 \. � cn. \ `�' . \ �, \\\ : :• CURB TAPER, BOTH �IDES. mot. ; .. ... • : ��-. ',�. . �O •� •. ;..:.� ,:... :\� \ SEE DETAIL, SHEE7 C6.1 . TRAI FFlF .. ' � � � T �\ ::./�►� • SIGN �o cn .. of /8 SLOPE THIS *;' 7 .. :. v, PORTION 2% AL dTnWARn RTTF Ti2AF�/C TAX MAP �61 -1.2.2A RIO ROAD HOPS LLC (DB. 3349 PG. , 687) ZONED: C1 \ USE: UNDER CONSTRUCTION' PARCEL 1 \ ' SAMUEL J. JOSEPH., .JR. AND JANET A. JOSEPH . (DB. 3349 PG. 69.1).... FILL AREA BEHIND CURB TO PROVIDE POSITIVE DRAINAGE OVER CURB. DO NOT LEAVE LOW AREA BETWEEN RED LOBSTER CURB AND ADJACENT OWNER'S CURB. TAX MAP �61-122 JEFFESON NATIONAL BANK (DB. 479 PG. 205) ZONED: CO USE: BANK PARCEL 2 NATIONAL BANK & TRUST COMPANY (DB. 3349 PG. 691) J i EXTEND -SLOPE TO PROVIDE MAXIMUM 1'V:3'H SLOPE. - TAX MAP #�'1 -1 32 CV ASSOCIATES I, (DB. 1908 PG. 7\6) MKFCH Ex. ZONED: PDSC \ USE: SHOPPING CENTER --, L PARCEL D �6 \ CHARLOTTESVILLE \ FASHION SQUARE (DB. '1536 PG. 262) � MALL DRIVE (PR I'VATE ) TREE PROTECTION BARRICADIE PER DETAIL-, SHEET C2_-4.-4c14 _ -SEE SHEET C2.1 FOR LOCATIONS. r ° \ D \ •\ ° .. INDICATE REQUIRED GHANICAP ACCESSIBLE ROUTES. ALL ONSITE \ \ AREAS. SHALL BE CONSTRUCTE� f?�IN BM \ ACCORDANCE WITH ACCES81BILITY---� REQUIREMENTS, EVEN IF NOTINDICA APPROX L OCA TION OF EX /0' VEPC(9 E51-`T D.B. 6 90 PG. 65/ -TEMP_ BM CORNER OF CB ELEV. = 4g3.7 i rUPS LUUt-k 11UH0 . -- APPROX. LOCA TION OF \ EX /5 ` UT/L / T r Es1-1'T D. B. 729 PG. 6 77 \ l - APPROX. LOCATION OF EX. l5' CENTEL OF VIRGINIA E5/7'T D.B. 565 PG. I6 9 MAP NOTE: 1. ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND SURVEY PREPARED BY CHRISTOPHER CONSULTANTS. 2. TRANSFER OF SITE BENCHMARK(S) IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL ONLY BE COMPLETED BY A SURVEYOR LICENSED/REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. 3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BENCHMARK PRIOR TO ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. FIELD VERIFICATION CAN BE ACCOMPLISHED BY CHECKING A MINIMUM OF TWO FIXED OBJECTS DISPLAYED ON THE SURVEY (i.e. MANHOLE RIM, STORM GRATE, PIPE �T INVERTS, ETC.). cd O GRADING NOTES: 1. SEE GENERAL NOTES, SHEET C1.1. Qti Q� Q 2. ALL LAND DISTURBING OPERATIONS SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLAN. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL SURVEY CONTROLS. V 4. CONTRACTOR SHALL REMOVE ALL STRIPPINGS, DEBRIS AND EXCESS EXCAVATED MATERIALS FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATIONS AND GRADING INCLUDING FURNISHING OFF -SITE BURROW AS REQUIRED TO MEET PLAN GRADES. 6. IF UNSUITABLE SUBGRADE MATERIALS ARE ENCOUNTERED, THE CONTRACTOR \ IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT (FROM OFF -SITE BORROW Gv�\ MATERIAL) OF ALL UNSUITABLE MATERIAL TO MEET COMPACTION \ REQUIREMENTS UNDER PAVED SURFACES. UNSUITABLE MATERIALS ARE THOSE CLASSIFIED AS MH, CH, OH, OL AND PEAT IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM, UNLESS APPROVED IN WRITING BY THE PROJECT GEOTECHNICAL ENGINEER. THE SITE ENGINEER AND GEOTECHNICAL ENGINEER, SHALL BE NOTIFIED IMMEDIATELY UPON ENCOUNTERING UNSUITABLE SUBGRADE MATERIAL. 7. CONTRACTOR SHALL UNIFORMLY GRADE BEHIND CURBS, BUILDINGS, ROADS, ETC. TO MATCH EXISTING GRADES. LANDSCAPE ISLANDS SHALL BE GRADED TO DRAIN OVER CURBS. 8. GRADE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE TO EXISTING OR NEW DRAINAGE FACILITIES. 9. COMPACTION REQUIREMENTS ARE AS FOLLOWS OR AS STATED IN THE GEOTECHNICAL REPORT, WHICHEVER IS MORE STRINGENT: A. SUBGRADES UNDER PAVED AREAS AND STRUCTURES 100 PERCENT STANDARD PROCTOR (ASTM 698) - 24 INCHES. B. UNPAVED AREAS TO BE GRASSED OR LANDSCAPED 95 PER STANDARD PROCTOR (ASTM D698) - FULL DEPTH 10. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NECESSARY TO MEET REQUIRED EXCAVATIONS AND GRADES. DEWATERING OPERATIONS SHALL NOT DISCHARGE DIRECTLY INTO MARSH OR WETLAND AREAS. MUDDY WATER TO BE PUMPED FROM EXCAVATION AND WORK AREAS MUST BE HELD IN SETTLING BASINS OR FILTERED PRIOR TO ITS DISCHARGE INTO SURFACE WATERS OR STORM DRAINAGE SYSTEMS. WATER MUST BE DISCHARGED THROUGH A PIPE, WELL GRASSED OR LINED CHANNEL, OR _ OTHER EQUIVALENT MEANS SUCH THAT DISCHARGE DOES NOT CAUSE D\ EROSION OR SEDIMENTATION. ACCESSIBILITY NOTES: 1. ALL WORK SHALL MEET THE GUIDELINES OF THE MANUAL ON UNIFORM \, TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, THE AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG), LATEST EDITION, AND ANY ADDITIONAL STATE OR \ T\ LOCAL REQUIREMENTS REGARDING ACCESSIBILITY. � 2. THERE SHALL BE A 5' "LEVEL" LANDING AREA AT THE EXTERIOR OF ALL DOORWAYS. FOR THIS PURPOSE, "LEVEL" SHALL MEAN THE SLOPE IN ANY \ DIRECTION, INCLUDING THE DIAGONALS, SHALL NOT EXCEED 1:50 (2.0%). 3. CONTRACTOR SHALL ENSURE THAT THE DOORWAY THRESHOLDS MEET ACCESSIBILITY REQUIREMENTS. 4. LONGITUDINAL (RUNNING) SLOPES ALONG THE ACCESSIBLE ROUTE SHALL NOT I[XCEED 1:20 (5.0%). 5. CROSS SLOPES ALONG THE ACCESSIBLE ROUTE SHALL NOT EXCEED 1:50 (2.0%) . 6. SLOPES IN ANY DIRECTION, INCLUDING THE DIAGONALS, WITHIN THE ACCESSIBLE PARKING SPACES OR ACCESS AISLES SHALL NOT EXCEED 1:50 (2.0%). 7. ALL EXTERIOR CONCRETE SURFACES SHALL RECIEVE A HEAVY BROOM FINISH FOR PEDESTRIAN SLIP -RESISTANCE. TAX MAP #61 -132 CV ASSOCIATES (DB. 1908 PG. 726) ZONED: PDSC USE: SHOPPING CENTER PARCEL D CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 262) TREE PROTECTION BARRICADE PER DETAIL, SHEET C2.4. SEE SHEET C2.1 FOR LOCATIONS. GRAPHIC SCALE 20' 0-- 10, 20' 1 INCH = 20 FT A Bell Company Hussey, Gay, Bell & DeYoung +nc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009-21 SDP-2009-00043 WPO=2009=00024 T H OF V0I0 Q)� Ar =�Ar 2Ar v� LAN E. TOWN END a 40, Lic. No. 029957 .. s 'r '0/e s 10 N A L i��s10 � Cry '61 �� L e �Cor fl MARK DATE/DESCRIPTION MAY 181 2009 ARB COMMENTS MAY 21, 2009 SITE ENGINEERING JUNE 26, 2009 SDP COMMENTS QJULY 4 17, 2009 ARB/OWNER/SDP COMMENTS AAUGUST 21, 2009 ARB/PLANNING COMMENTS 7 SEPTEMBER 15, 2009 VDOT COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUARE MALL CHARI_OTTESVI LLE , VA SCALE 1"=20' CLIENT N0. 40524 JOB N0. 409131301 STATUS DATE MARCH 11, 2009 COORD GFJ DRAWN GFJ APPROVED AET SITE GRADING PLAN r z 0 F- 4 W W F_q m CC W Q_ z w F- F- 0 = F- m CC 0 LL z z 0 W 0 0 0 d w w co F- 0 z 9 CD 0 z 0 0 d w > w W W cc W F- = 0 H J Q 0 0 0 O N F- = 0 H CC 0- 0 0 C 41 0 c a) .0) m M d 3 IL a If- Ln T' 7- 0 T o N I m et 0 T- 0 m cm c o a 1 1. a m T_ 0 0 o I cc a 0 a 4 Q > 4 .0 0 0 U J o m T- m c ) 0 c 0 m L ca in Re N LO 0 U. �\ \\ \\ I s \\ \.\ � - - __ - -I- 11 � . .V--,- 4 \ �� .. 11>_1 . . ........ . .\ a O __ \ / o w . -1 b '_� 9 . . ... -,\. ., .*. . _�' , , , , ''' . ... O \ EXl5 TING 5 TORI�I INL ET . ) .... ' / :.`.'. >:;'.. \ TP��FFIC ,\�\�,\ �- \ \ F �\\ RIM V = 5/l 28 . / / ` ' :- 'lf \\ 5/GN \ \, � .\ \� R ELE 7 /8 1. \� TRaFF/c \\ .�, 1, (�,4s �\ \� INV OUT = 507.08 \ : \� SIGN \\\ \ �9? \ ., q w \V `�. . ` PP ��0- �� A Bz /\ I... U r APPROX. LOCH TION OF o, /,'� ` F �y S,,*.** w . ��� 4 . cn O y EX. 10' CENTEL OF \ �D�Fy� '\ OT. _ ( UL T - = • - \ VIR61NIA E5/7'T\� \ 1 � F y A'Q%' �: rp �.. ,� D. B. 565 PG. l69 \ \ p �e� 1�.;...:\�F ' - I D ::\. 9, ) �. 1.. .. \ Tp \- - !� V1. ��y�� V ° . �& \ ��� ..10 D \ �� . . . . ... .: - t, - >�� . . . .. . . . .i . . ... . . . .. 6\_ 1 ...►. ._,_�� 7_�!�,_ I 1�� - .:....:'' \ -:, - - ---- 6%?. *7 _�__ I... . ... ; . - . , - . ...... .... � \ "I", . . ... _� ? ... . . ... . _�>� �, "A ___� _--_� ,--' � , _,��_ �s . 0 ., . . ... '. .. . ... i 9 . '. -- . `�\ \° . �\ i I I � ° , - �' :\ \ \ \ o . \ � ...\ 22 I \ �' '�' \- I. (n . � \ aY \.: `: .� I. \ �Q \� _ . D -� \ ... . . . . . . \ , .,. . . ... . \` :\. .�.� f ' \ \.. - \,�,� '\:. \ . �k. \ �, a' �� TP�iFlC \ ti � -L, . .. „ TT �\ :` . S/cam / \ \ a . . Ci Cp \ . ,_ -1 _�< ....... \ �Q / j �,. \� \ \ . . . . \:. { _ dl :::- . \\\ Ti :1 F/C -^ EXISTING S TOR/7 /NC ET / ,- ,��- I . . . . . . .. . . .. . . . . . . . \. / Rll I ELEV. 510 86 \ - _ y 7 INV OUT 508.46 D . .: \ \ \ .. i = r ' . \ r' \ . .:\ . T_ cn 1 \ \ . . I .. . .. . \ .., . . �n : � _ i' :: - \� TEMP. BM T5P \. (D . =� l�- R . \ - �\ w . .. . � .. c� 5 .... \ � CORNER OF CB 1 / ` b . �, _ \ ELEV 510,8 . \. \ TP 510 �'.... - .. may_ - i TP �� \ . <`.:; . . �. ° \ D 'Y a '� - i i \ D' �SSUl7ED LEA TION OF \-_ - -- ;.:::.:;::: 51 \ '� \ D �, y.:.. EX 15' 'PUBL IC 5ANl TAR P . `f' - �o- 1. \ f - . 5E E,R E5M`T . - �� \ v �\ 5 0 -\ � \ \� D \ A �'PROX LGCA TION OF RECORDING IfFORI 1A T10/v' ��EX. !0' VEPCO ESM�T ' \ \ \�\ \ \ \ \ NOT A VA��A\BL E \ ti `>. \ °°9 D.B. 6 90 PG. 6 51 `-1, �\ \ ° D \, \ \ I \ / \ �\ ice, \ /: \� \ �\ ', &_\ . .. . I cn I 1\ 0 5p9 :\ \ : /. � \ �S/, � \\ . . I . . .. .. . . � � \ r \,. \ D t r , - . o �� : \,�_ , \ PROPOSED. '20... I 1` \ _' -� \ \,\�-THAFF1C WIDE SANITARY \, �- = - I ^ o .% j? \ - - r � = ` I `\. :.`.. ' \�� SIG�I \ \ _ _CD \ ..... �dl wr ,.. � •. ':-•- SEWER EASEMEN.T.. \ j, cn _ . . . . . . . - / _____ -) F_ ____ 11,4% \ \, °9 \\ / G`�` ,: APPROX. LO�CA TION OF . '. x \ \ I :: '.::.:.,.': 5 \' EX. I5 UTIL,ITY ESl7 T .. :.:...: _ .. . .:.. 8 L1. 0 - fl/....X....:.'..- D.B. 729 :PG. 677 .. . :...../. ....., . . _/ / f! /:.. r . \ r \ CO . - / 1. s r / ,�\ Y Boa _ / - - _ s b ( .. 09 P D /� ��- -\ d ... . :.;` :..:. :::: - zap _, `� \:-; I / ` PP \ -� 0 / ! \ D I t'\`' to / r- l 2 � / ...:: / 2 TAX MAP 61 122A U 5 `S s . ,- -�`� • \ :• ...•.. Da Y 8 RI ROAD # P E N k D D SH S LL 0 0 0 C V , '' i . ` APPROX. LG�A TION OF 1 �. �, a F . ,. � c�Nc . , X. I N O - 5 CE TEL 4 PA � >;� E . F DB 33 9 687 � -.,. G X r� I. o - s Y l� `p N 1 . 1 G N S ZONED: � x 1 I D. B. 565 P 69 USE. UNDER .,- : C5 I G. �, , ��.. . .. - : � I 1 � :.max :..»�. �---��- �\ .:`.' : � :.:: ' .::.. '•. •„. ;.:..:. ,• •.' ; '.: .;: -•:� ,..'. •� ':: ::''`..'';::..•-::, ....;:.;. ;: x;� .Y _ � � , •..•:: \ CONSTRUCTION' .. - _ \ \ i - 507 �_ - � _ _ l z��: -� I PARCEL 1 � � J j - _ � 1 - so `; s! \ SAMUEL J. JOSEPH., ..JR.-.. I �� ::�-�.,,.,. o/ ..;::,:'';,;::.":.;:::.:: . AND JANET A. JOSEPH �\ �� 1 - - \ .. o' :' sl nI (DB. 3349 PG. 69.1) x \I.s G \ .. �r S 1 . 0 \ �-_ ,� , I . E . 505.0 :;,.:.. . . £ -_ TOP 508.0 0 2 4a- , m�8 :. 3 co . . I.E. 504.5 \ '. 'o \61 \ \ �- .. n.. �. ' LIP "s' .`i, I\ \\ \ \ \ \ \ . . . . . cn \`Fk_y1 _ /� PROPOSED �, � sa � � \ \\ o . . 17 ;, -� I_ RESTAURANT o\� .�, \ a �� ����\ v j... \ _ _,_tl� \ _ I � ,:. '1� \� j .'.L.,.'. .1 . . . , -505- - _.... I 11-11" 11 \� ,\ / � S ,': ' ::f St, ;: \ S�_SS J o f -_ .. I . E . 499.5 .: �:'..::::; PROPOSED \ i\� t.� 5 .}• \ 1��� . :'... PUBLIC I �� \, I o :. _-50 :d. <:' \ '- WATER .. 5 -\ n '� . _ _ EASEMENT r \ LP - ---SIO -i -I- _ �.:. 1 TAX MAP &-122 o o'I \.EN�V1 - --- NATI O NAL BANK ` \ f I _ -4 ..:: ,:.' V.... --- 1 -5o5 ,\ - I . E . 505.0 I . E . 505.0 :': , I \ (DB. 479 PG. 205) \ , �--- 1 1 1 \ ZONED: CO s �') \ - ��, ,,,v a�-:: l 1 USE: BANK I'� � �,4 I , E . 503.9 `" �, `lam ��f �° '/ - 5 \ PARCEL 2 ��� - - L \ NATIONAL BANK I ; - `� �� \ v \ �\ �� TRUST COMPANY \ ` _ _ T . E . 503.95 s ..4 o ✓ \ \�� ` 1 4 DB. 3349 PG- 691/ --- - - 2 �' \ \ \ \ { ) \ .. - TYP . - - TYP . . 5p Y' /\� � � .:.<Gr _' t _, I- 1_1 i., •fir '\• a.'i'. 1 ,:.;7 gl_::sss s / \ '\\ �3\�, f �� \ .-----' a i s rL ., 5 i 11 I E v - - = - , . ems- . _, m �J < w�<.. \ i�t . Ulf - ::.: �, .. a \ `. _5 \ I D y v \ \ ��`� �t \ \-_r-i co " co J \ co i - :a •-\. SO a\ � - .....-...:. _ , ....': .:. 33 LI \ 1 t: f E3�.: J t3` :: T .ti 06 :. ,A% a i j J a. s \ t W. l S �J r z I)� I i a� C ' � I� I -- - ^ 3Fd�a �:: , \ 1 Li l 5 - l 5 +- 5 F ` - - -/ /I �� \ PR P ED _ 5-- c 0 OS CURB INLET #1 ° co 0 5 o F -:. �.. 5 8 .......... 6 I I T l 4. J VDOT TYPE DI WITH ;{ I ,. �,.. _ o' I.; i 4 #s. & ( Y `.� V ■ .: .. _ s -:. .:::: .. < •a,.t' �..,.,....:>; ::,u:,L.f 1 ':a- ...J�: xF .[:. y�, "J.:-u �.; ..,�-.. :,,EY :L^ .:'::.?:�' .`v:L'_Y ..1,l, .a..k.,.i..a,�. .A::.�..u.., VDOT INLET HAPI R ��- :...,......: >:...., ..:. , ; �� -- S NG I S 1 :: `- 506 _ 0 1 r o -1 �, LI �. :� a I �r 111 l ` r . : LENGTH 4.0 _ :'' ID r� o � a -- _ I LP TOP OF SLAB = 505.40 /�� -- o _i -- _04 ---- \ n_ \ � I t-� I—, ,\� - - \ . , - - %:, __---- - * 50 LF 15" CLASS III RCP @ 10.00% - (' I :;:'>y., - - �- ` i -- - 507 _ - j '-APPROX. - '� ' I �� 5p6 _-- _-� � \ Jv j' LOCA TION OF I I. BRICK AND GROUT CLOSED THE EXISTING I ' 505_ \\ yo5 <: \� --- - - 50 -- �o 2 50� f 1 EX. 15' u ,, � - ; / ..•_ WA LINE �..._.:_.. x. �-.,n.. ---- W - _. co INLET OPENING WATERTIGHT. DISPOSE �"``'°' `�---� F I, 05--- .. .,. ,T Ts �i'T :1... ,5 I HE OF EXISTING COVER. REPLACE WITH I I -- _$ / / \ \ i- } U.B. 729 PG-677- VDOT MH -1 A MANHOLE FRAME AND COVER . I 0`�- �----�_/ �vv v � t �, NEW TOP ELEV = 500.50 \ 0- �50� 50 _ T 508.55 6 �a 5 I . E . 49$ . 0 501� --7_ i - } \\ � - _ \ CONNECT NEW PIPE AT I.E. - 495.20. �`�I \\ 03 - .E. 504.40 IN - - _ __ _ \ j ��� GROUT CONNECTION WATERTIGHT . , I 503 \\ `' I . E . 503.95 OUT �"\ ��' CORE DRILL AND EPDXY VDOT APPROVED (--505 1 �� OP 508.5 4 16 � \' STEPS IF NOT EXISTING. \ - 503 \ I.E. 504.7 \ \ :" :.f: ,, �,o -:' r ram. ,..>:::', i u I / 502 p'� i 5 '- --_ _�\ i h ay __ �• / 500 �- I.E. 4 5 ;' • \ � -.- 502 - 5 GYP ; /o // 500 `` /° ___ - __ - -7 -- ! i, _ _ -i 4� " \ - .�� I„ - _ W ... L " , ..', \ \,ffl I -� --- _ - _ _T 0 �'� / _� - � - - "x \ ..": __�__. _ . - _?_e1C,-.::.-._1�_"`. 4.. . , - �:, 0 I 1 ,/ 0 , 500 - 502 a \ - 6 So 1 `- 00 501 -500 f j r� ° I 11 0 / 1 t- - - 9 ,s: .I U � � C` .: F _ ", \�_ ,_ _ ���_ _- _ 498 --\ \ �_ EAII577NG 5 TORI7 INLET T 92 � �. VDOT TYPE DI -3B �' -- 4q7- LENG TI-1 = 5.O' Rll % ELE'✓. = !'99.06 INV. OUT = 494.96 TAX MAP # Q 1 -132 CV ASSOCIATES (DB. 1908 PG. 7-2v6) ZONED: PDSC USE: SHOPPING CENTER'--_1?6 PARCEL D11 CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 262) .Q I, - a 9 �3 . -\- -- I.E. 495�0 G -te::_�'l-, � `) 5 1 I 498- S `\�� �__ GI T ; -.., ;-::::.: ;. . ;, °` VQID EX STIN ELEC RIC LINES.: MA�MVTAIN MINIMUM 1 .0� P E SLO E. o S`jF� MATNXAIN MINIMUM 3' PIPE COVER. '-�- ,,„ 497--__._-__- __ � , S �� - _roc,' \, T- 497 \� -- v� V/ \\ -- - / �- ai---�; A �w 1%)i \ ay I � `SO �--_---�,_ i a � - ,-/ - 499_-_ -I __ \ \ I // \ J � 1 \ - f� 499 % �� l2I' \i r ° \ �_ - � / / I •:: 498�� •.- / CONNECT TO EXISTING INLET AT \ /2" � 1// I.E. 492.1 � a \/ / ���� -�\\ GROUT COP!NECTION WATERTIGHT.\\ \\, \ / �_ /\ ii \ \_ �' � Al , 1 I 1 ,� / I Q ® �� �G, / \�i//" //'�' ° I \ `�dl:sP 2 -- 11 \ �-¢.SD�-.. / ��-49�CD- X \ ON \-",* SD - -4� ma,l' i\\c- '\\r / EXIS TING S TOR11 INLET #3 FX C,tG VDOT T rPE DI -3C \ __� L ENG TN = 13. 5' z \ RIM EL El = 495.96 INV IN = 492. ,ll � _____��'_ r_11V-V OUT = 49»6 ___________� -�, � - -� APPROX. LOCATION OF \ ,��Q (PRIVATE) EX. l0' VEPCO E51'1'T / 1b D.B. 690 PG. 65/ \ - -l`q`� -TEMP_ BM EX CMG CORNER OF CB c� _ ELEV. = Ag3.7 _ - _ EXl5 TING 5 TORM INLET LP Ilq---- a5 k -- is J °- •j 2 __-- --- mm _-500 -• TR,AF FIC /J 5IGN EX15 TING 5 TOR/-11 IAILE T r4 VDOT TYPE DI -3C (f] L ENG TN = 7. O' 0 11'\\ V. RIM ELEV. = 49�1. 54 INV. IN (NW) 489.34 \ INV. IN SSW) 489.54 /IV. OUT 489.04 , I'/ - I \�/ TAX MAP 61-132 CV ASSOCIATES (DB. 1908 PG. 726) ZONED: PDSC USE: SHOPPING CENTER PARCEL D CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 262) EX15 TING 5 TO,er/ INLET #5 Rll-/ ELEV. = 494.83 INV. IN = 487.83 INV OUT = f?iu "�� '__1 "__� �__� GRAPHIC SCALE 20' 0 10, 20' 1 INCH = 20 FT NOTE: THIS SCALE APPLIES FOR 30"x42" SHEETS ONLY MAP NOTE: 1. ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FHOM A LAND SURVEY PREPARED BY CHRISTOPHER CONSULTANTS. 2. TRANSFER OF SITE BENCHMARKS) IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL ONLY BE COMPLETED BY A SURVEYOR LICENSEDJREGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. 3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BENCHMARK PRIOR TO ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. FIELD VERIFICATION CAN BE ACCOMPLISHED BY CHECKING A MINIMUM OF TWO FIXED OBJECTS DISPLAYED ON THE SURVEY (i.e. MANHOLE RIM, STORM GRATE, PIPE INVERTS, ETC.). STORM DRAINAGE NOTES: 1. SEE GENERAL NOTES, SHEET C1.1. 2. ALL RCP PIPE SHALL BE CLASS III WATERTIGHT REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED. 3. ALL PVC STORM PIPE SHALL BE SDR-35 BELL &SPIGOT. 4. ALL CORRUGATED PLASTIC PIPE {CPP) AND FITTINGS SHALL BE ADS N-12, IB, WT, AIR -CHAMBER OR APPROVED EQUAL WITH WATERTIGHT CONNECTIONS. " 5. LOCATIONS AND TOP ELEVATIONS OF INLETS AND STRUCTURES WILL BE P:DJUSTED IN THE FIELD BY THE CONTRACTOR WHERE NECESSARY AND SHALL BE APPROVED BY THE- ENGINEER. 6. INVERTS SHOWN ON PLAN DRAWING ARE PIPE INVERTS. 7. MAINTENANCE RESPONSIBILITY OF ALL STORM DRAINAGE PIPING AND STRUCTURES SHALL BE AS FOLLOWS: DURING CONSTRUCTION: GENERAL CONTRACTOR AFTER CONSTRUCTION: OWNER SITE DRAINAGE KEY NOTES : XX 1. CONNECT TO BUILDING ROOF DRAIN STUB. SEE SHEET P3.1 FOR EXACT LOCATIONS. 2. CONNECT TO DOWNBOOT. SEE SHEET SPOUT WITH EXTERIOR DOWNSPOUT A3.1 FOR EXACT LOCATIONS. 3. 8" NYLOPLAST INLINE DRAIN WITH DOMED COVER. 4. 12" NYLOPLAST INLINE DRAIN WITH HEAVY DUTY GRATED COVER. 5. STORM CLEAN -OUT. INVERT AS SHOWN. TOP SHALL MATCH PROPOSED GRADING. LOCATE IN LANDSCAPED AREA WHERE POSSIBLE. PROVIDE PROTECTIVE CASTING WHERE INSTALLED IN PAVEMENT. SEE DETAIL, SHEET C6.2. 6. STORMWATER QUALITY STRUCTURE. CST MODEL 333. SEE DETAIL, SHEET C6.2. CONTACT CRYSTAL STREAM TECHNOLOGIES AT 1-800-748-6945. 7. 6" PVC. SLOPE AS SHOWN. 1.0% MINIMUM. 8. 8" PVC. SLOPE AS SHOWN. 1.0% MINIMUM. A Bell Company Hussey, Gay, Bell & DeYoung Ino. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 8143.849.7500 FAX: 843.849.7502 ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009-27 SDP-2009-00043 WPO-2009-00024 \ti ,��� F�`/,0 o I * ff2`` V ,�'- V � �a . TOWNSEND V Lic. No. 029957 'w AV vh� �O0#04 ,i'�FAti� �®,�SSIO�\�E0 �UTI I., Ir \Y � O O'Y "� C O O s s c�,> ,` � OOj` kkk \ ti F F Z �OA6 YOU 0 MARK DATE/DESCRIPTION Q MAY 18, 2009 ARB COMMENTS A - MAY 21, 2009 SITE ENGINEERING Q JUNE 26, 2009 SDP COMMENTS QJULY 4 17, 2009 ARB/OWNER/SDP COMMENTS s AUGUST 21, 2009 ARB/PLANNING COMMENTS SEPTEMBER 15, 2009 VDOT COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASH I01� SQUARE FALL CI�ARLOTTESVI LLE , VA SCALE 1"=20' CLIENT N0. 40524 JOB NO . 409131301 STATUS DATE MARCH 112 2009 COORD GFJ DRAWN GFJ APPROVED AET �� � C 4 2 I) )27 TAX MAP #61 -122 JEFFERSON H NATIONAL BANK \ (DB. 479 PG. 205) ZONED: CO USE: BANK o PARCEL 2 E T O O r. C3 H a- O V w m a c CL E CL T O 4 C31 0 M r L a 0 cis a Lm a� T 1 a T O N W in V V a a a ai 0 cts s C) GC r O M T M O C d V Lm cc a qT N N O U. NATIONAL BANK & �- TRUST COMPANY (DB. 3349 PG. 691) l lSl r� � r j n i �t 505 i I!I it � II IF Li ---4q7- TAX MAP #F 1 -1 32 CV ASSOCIATES (DB. 1908 PG. 726) ZONED: PDSC USE: SHOPPING CENTERS< PARCEL D , CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 262) 0 \ O / F' Ap °\ 401 \ \ D �jc ° \ \� ° \ i ♦ \\ \\ \ D. . o D . ° . TEMP. BM °\ \ CORNER OF CB ELEV, = 510.5 e°. \ 510 \ ° TOTAL AREA= 2.30 ACRES C=0.75 \\� r S08 D08� i1 4508 507 - _ MALL,DRIVE (PRIVATE) EX- C� i J T ` 0r CALCULATION POINT FO AUTTER FLOW CALCULATIONS `TEMP. BM CORNER OF CB ELEV. = 4g3.7 / \5/0 N �s LLI LU c W 0¢ J n i D 41 .� TAX MAP 61 -1 32 CV ASS )CIATES (DB. 1908 PG. 726) ZONED: PDSC USE: SHOPPING CENTER PARCEL D CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 262) GRAPHIC SCALE 20' 0 10, 20' 1 INCH = 20 FT NOTE: THIS SCALE APPLIES FOR 30"x42" SHEETS ONLY WATER QUALITY CALCULATIONS: Short Vc)s:'.]on BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Red Lobster Fashion Square Mall _ Water Resources Area: _ Development Area -� Prepar_er_ _ Hussy, Gay, Bell & DeYoung, Inc. TDate: 14-May-09 _ -- Project Drainage Area Designation Overall L, storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(I) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" iii Albemarle _ A project area in acres in subject drainage area,�YA C pollutant concentration, mg/I or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %Rk removal efficiency, RR100/L(post) Imnervious Cover Comnutation (values in feet" snuare fPPtl Stem _ _..__...�..T---__.._-_,..--__., - ..:.,s___...._._...._- _ I pre -development - Roads Length Width subtotal Area (post -development Length Width subtotal 'Area -_ ---------- 0 I i o! ( 0 o 0 0 _- _ _ briveways Length` Width no subtotal i�L - - _.�......:_.... _ _ _ . (th Width no, subtotal Leng _ _ €,�_ - -_ 0-. and walks 0 i 0.._ 01 0 0l 0 ---------- _ Parking Lots 1 2 3 4 .J 83635; "_.._ _ .. l Gravel area Area _0_ 1 83635 _ 1 2 3 4 59242 _.�-- -� IT _ Area 59242 ^T i (x0.70= i 0 �- - ..x070= 0 Structures Area no. subtotal _ Area no subtotal -F 7013 I Actively -grazed pasture & Area yards and cultivated turf 16553 x 0.08 = � 1324.24 Area w 339 7 x 0,08 =� Area _ 2718.161 Active crop land Area } 1 x025= Other Impervious Areas 0 ) - ...- - x025 _ _0 impervious %,over ((pre) l(post)� Av(post) I-- V -� € 0.67 1 .� 1064 New Development (For Development Areas, existing impervious cover <-- 20% C f 1 I (pre) * Rv(pre) j �L(pre)-( L(post) ( RR % RR Area Type n fi EX� y -� 0 81 11.48 9.45 _ 72.03 f-m 21 % Development Area 4.73 1.01 21.%l Drinking Water Watersheds :�;tt2 1fkk�a 0.81 6.56 (W 5.40 € 1 16 21 %$ Other Rural Land - min. values ,...._._.---------------------_._._ Redevelopment (For Development Areas, existing impe_rvio_us cover > 20%) _ _ .re _ Y _ _ _ - C f ( I (pre)* ; Ry(pre) L re] L post) (� RR I %° RR I Area Type _ �(` o k 0.81 11.48 9 45 ; 0 88 9 /o; Development Area 0.81 5.74 .._. 4.73 0.1_5 3%k Drinking Water Watersheds 0.81 ; 6.56�5.40�A ^017 � _31a� Other Rural Land Interim Manual, Page 70 rev. 16 Feb 1998 GEB GUTTER SPREAD CALCULATIONS: Chapter 9 - Storm Drains Appendix 9C-1 Flow in Triangular Gutter Sections n. EXM 1- S7 Q04 T 6 FT 04� :Y 0. 42.E FTN..5 =, � ~ .4- '08 (:F.T) �. S Z IQ U �.). 0,02 {ry- .0:013 �a � I. .a j :.as f �-- T 0.4- 1.) Fot' V;-Shape, Upe'the ttoMglraph with 010Q6 S;x1 4K2 - -2) Tode(erminO. disd-harge to gutter with - -- - Ts and 8 -hen, .use Apt 9 C., a.: to 0 find Eo i`+:a kQli..dtl�if 1. Q (I7-Ea), and QW=Q'Qj. A 0, 96 (A�eA ctILYr-a PLPOJ Source: HEC No. 12, FHWA a►o q*b? CA DRAINAGE AREA CALCULATIONS: 0 w w <t Q r., cccc Q a co < d L O n F- w o LLl LLJ w CZ CL d Q F -- c3 CD � Z < J a- cC ¢ H H J H Q W a ® L a) i-- L rY W O Q DC O C3 LL1 tr CC O <«S <li LL LOST A 0.12 0.10 0.02 0.35 0.95 0.47 LOST B 0.23 0.12 0.11 0.35 0.95 0.63 DA 1 0.47 0.12 0.35 0.35 0,95 0.79 DA 3A * 0.18 0.01 0.18 0.35 0.95 0.92 DA 3B * 1.28 0.43 0.86 0.35 0.95 0.75 DA 3 * 1.47 0.43 1.03 0.35 0.95 0.77 TOTAL 2.30 0.78 1.52 0.35 0.95 0.75 * PROVIDED SEPARATE FOR INLET CALCULATIONS AND COMBINED FOR PIPE CALCULATIONS. PIR'c CALCULATIONS: Lu C -.. F- H w w o Z i- F- F- O --. �+ I=- w w Q w `-+ w w UJ F- cn Q 0 CL w LU M ac < O w CC CC O O J Z J .-, Z L J Z 4- C'J U M Q w cC Z :L! O J ,.-N ¢ F-i O >- J F- F- > w F- cC U F- F- to O F- U J H H �-+ w F- cn J W +J 4-- 0 LL H U Q -� Q .--. F-- O Z O <L pC O O O t/} Q W F-- Z W w W J Q C^J O Cn DC �: cc W V F- F- c F- 4- F- a- Cl) CL .f., a- +J a- J a- w F- Q a-Cn Oin QQ U H �. U 0 � , OH l! - a. CL D O C� Ht}_ a. .� H4- a H a- �Q LL U 0 Q U � Q 1 2 0.47 0.79 6.81 2.53 2.53 500.20 495.20 50 0.1000 15 22.13 YES 11.99 2 3 0 ---- 6.81 0 2.53 494.96 492.11 145 0.0197 18 15.97 YES 6.60 3 4 1.47 0.77 6.81 7.71 10.24 491.96 489.34 121 0.0217 18 16.76 YES 9.96_ CALCULATIONS ARE BASED ON 10 YR STORM WITH Tc=5 MIN. INLET CALCULATIONS: (� w J +J +J +J Z Z � 4-- 4- w F- F- F- CL �-. �,' W J H W Lu U J 1-1 4-+ O 4 -+ 4- Z C� J J -1 0 4- J 4- LL `-' Z F- H F- F-- U Z H F- to H H L f--1 F-- +J w w LU Z Q L O O O N (7 CL (n � F- F- F- I- Lu w w CL Iu +; w F- F- c F- Z O O .4-, a. CL F- a. > ac > Cd V C)_J = 4- W W� w Q a- Q U) F- O 4- Q U .� O`. JCn U. O 0C3 0CL -Wa_ 1 DI-3B 4 0.47 0.79 6.81 2.53 SUMP 0.0154 0.35 0.27 0.08 5.2 3 DI-3C '13.5 1.28 0.75 6.81 6.54 SUMP 0.0500 0.30 0.17 0.13 2.6 CALCULATIONS ARE BASED ON 10 YR STORM WITH Tc=5 MIN. A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009=21 SDP-2009-00043 WPO-2009-00024 `�� 11111 P L T H op ��i �2 Ar �i LAN E. TOWNSEND i Lic. No. 029957 r � AAr s 00 J01� sj4 NA 1. �0I`t' 4 U T I\IT y0 C T v �O, 7 AF YOU 0 MARK DATE/DESCRIPTION A2 MAY 21, 2009 SITE ENGINEERING A JUNE 261 2009 SDP COMMENTS 6 AUGUST 21, 2009 ARB/PLANNING COMMENTS 7 SEPTEMBER 15, 2009 VDOT COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVILLE, VA SCALE 1"=20' CLIENT NO. 40524 JOB NO. 409131301 STATUS DATE _ MARCH 11, 2009 COORD GFJ DRAWN GFJ APPROVED AET SITE DRAINAGE COMPUTATIONS z 0 W W F-i m _ w z w �_- �- H 3.1 = H H m = 0 lL z Q z H 0 w 0 0 0 = a. w = w CIO 0 z 9 W CD 0 0 0 w w W w = W H = 0 H = Q F J rn 0 0 cv H = 0 F-1 = I. 0 0 C 4) to C a .s m m 6. IL a 0 N 7T 1 0 r o N LIM I I N V 0 m r ✓" a C CIS 0 0 m T 1T 1 0 0 o N i' cc a U 0 C > .> to d 0 CIS V fie T T 0) 0 C d bm cc III in Ln 0 U. \\ ° \ D �\ SITE UTILITY NOTES. I - . \� \ \�\\ ') �\ \/ a �. - �\ \\ 1. SEE GENERAL NOTES, SHEET C1.1. SEE UTILITY CONTACTS, THIS SHEET. _\ . .......\ • � \ 4to \ o \ \ \ 2. IN THE EVENT THESE NOTES CONFLICT WITH THE REQUIREMENTS OF THE . �O -,1/ \ `�n LOCAL UTILITY AUTHORITY, THE LOCAL UTILITY'S REQUIREMENTS SHALL .. .. �\ .. EXIS TI�JG SAN. l7N T,?;; FFIC Fshn_5gr_1NB l: 3.. ':' \c � GOVERN. �:. �: F .. .. s . ......: , - \ 5/CN \ � , / , r \__1 . 3. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES LOCATION AND . R11 / ELEV 509: 73 \ /' .'....• .: TRAFFIC \ /NV. IN.. .. _ . 494. \ , `:. \ ° D. ��.4 s \ \,. 0: \ SIGN4 9j \ \ INVERT) PRIOR TO ANY SITE CONSTRUCTION OR DEMOLITION. THIS SHALL �� �. JNV- OUT: _ . 494. �3 ;.. - ;:. ,\_ \' q INC U UT SHALL NOT BE LIMITED OTH MAIN AND SERVICE LINES �\ r ::' •:- _ APPROX• LO A TION OF \� °�v �IF FOR THE \ . .. ... P ,.. \ .. \ ..:- ..�: �\\ EX. lO` CENTEC OF �\ \\\ * oT,y G,� � \ FOLLOWING :'::;:.. ::: D� \\ I UL T :.. \ ,� VIRGINIA ESM`T p(� - _/_ \ `� r, �' ' .,:_ \r1\ D.B. 565 PG. 169 \ �� e�jC F ���j� \ POTABLE WATER LINES, SANITARY SEWER LINES, ELECTRIC LINES (OVERHEAD �} .'::-:'':•." \ D �\ \ AND UNDERGROUND), GAS LINES, TELEPHONE LINES, CABLE TELEVISION z .. �,, \ � R/ J �, \ rP ..'.: t .-•... `.:-'.. \ '° O F LINES, STORMWATER CONVEYANCE LINES , \, P \ 'P .. .: '' \ D �V rp111t ♦ \ YY \ '•:. ' ,"... . I .�o' sib\ \ 4. LOCATIONS AND TOP ELEVATIONS OF STRUCTURES WILL BE ADJUSTED TN THE . . . . �\ :... .,�) .** . . '. . ..-I \ rp :'-:`•' \ F-r �� \ 644? F��,f \ \ FIELD BY THE CONTRACTOR WHERE NECESSARY AND SHALL BE APPROVED BY .- .. . - . .. . .:..____... . . 2. . O DD .° ' \\ THE ENGINEER l \ . �. \� `� v . � I 22 ♦ �� G, \ \�\ 5. CONSTRUCTIC:J OF THE SANITARY SEWER SYSTEM AND CONNECTION TO THE ��. ... Y \ - p D .r . . CV \;�, a :� '\. \ \� � EXISTING SEWER SYSTEM SHALL MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS AND SHALL BE �, .........: . . � O 2 ♦ :`-E�\ INSTALLED UNDER THE DIRECTION OF THE ALBEMARLE COUNTY SERVICE V Cl- E5 VEPC ay ♦ ~ '..'• :';'.:'' . TRAFFIC �\V. \h/ \ TSP AUTHORITY AND THE ALBEMARLE COUNTY COMMUNITY DEVELOPMENT . - \.\ PAD , ,��� \` r. DEPARTMENT. o �. = I /8 !� UTILITY \. '•...:�:.• p 6. PVC SANITARY SEWER PIPE SHALL MEET THE REQUIREMENTS OF ASTM D3034, o ..� VAVL T . z I di 7,2�SFF/� \\: D �, v LATEST REVISION (SDR-35) IN SIZES SPECIFIED. % . L. �, d1 �� /n p "�?:. \`\\ �� \ °��, 7. SANITARY SEWER LINES NOT HAVING 36" OF COVER SHALL BE DUCTILE IR^N .... . 5 . .. W s •'..•... \� Y VED D PIERS SHALL BE CONST UCTED AT ANY c�� \\ PIP LOCAL UTIL T APP A R "1. ♦ \ D o °� : 1 :.. . . . I \ -. l;,:' \'::,;':;: _ _ ..'r ^ \_ TEMP. BM \. PVC CONNECTIONS . . .. D . , . ,>? \ ONE ��. by TRAFFIC CONTROL I.,\\ ' :. ':.\ ELEV_ = 510.8 8 . CONTRACTOR SHALL CONFIRM LOCATION AND INVERT ELEVATION OF SEWER .: ! TP TP \\.,':.•:: ♦ '-.<\r:.. \ G2 \ D �\ w TIE-IN !'DINT PRIOR TO ANY SITE OR BUILDING CONSTRUCTION. 20" O a 'r': :\ \ \\ dl - El \ \\ \ OU D TION DRAI S OR OTHER STORM WATER CONNE CTIONS TO \:• \ 9. ROOF DRAINS F N A N D w A55Ul7ED LOCATION OF ��--- :,.,:.,': :.::.•::'::•; :'::.,'r:. ;:.. /" EX' l5' PUBL IC' 5ANl TAR r . U' "`"' '" \ �-t\ \_ THE SANITARY SEWER SYSTEM ARE PROHIBITED. . .: . SEWER -E-5 T .. .. <.:' :::. • . APPROX. L OCA T/ON OF ' . , RECORDING INFORl7ATlON EX. lO' VEPCO ESM'T �P ".. . ' :. ;'.... �� \ ° 10 . CONSTRUCTION OF THE WATER SYSTEM AND CONNECTION TO THE EXISTING NOT �11�AlLABLE \ ";\� p D WATER SYSTEM SHALL MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY D, B, 690 PG. 651 \^ . I '�� ;_' :' -:`"'. \\ ° . SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS AND SHALL BE ... Cl-I �, ♦ VICE •:' - '" �`\� DIRECTION OF THE ALBEMARLE COUNTY SER cn E5 TYP. `,::;;. \�\ ��\ .' INSTALLED UNDER THE I E3 \\ \�D AUTHORITY AND THE ALBEMARLE COUNTY COMMUNITY DEVELOPMENT . :.. ,.: �\ DEPARTMENT. :. .�. ��\ ♦ ~' ' • : ` ♦ .�-:���, TRAFFIC INS AND APPURTENANCES PROPOSED .20'. ,,.r,�'�� :.•,;:SIN 11 . \ INSTALLATION OF THE PRIVATE FIRE SERVICE MA WIDE SANITARY 0/6n %. \1\ G SHALL BE IN ACCORDANCE WITH NFPA 24 AND THE REQUIREMENTS OF THE \ �,L\ : 2SEWER 'EASEMENT.. cn = Efi d1---� ::: (( �/ LOCAL / STATE FIRE JURISDICTION. \/ . . `� ::\\�o APPROX. LGL'ATION OF \ 12. COPPER WATER PIPE AND FITTINGS SHALL BE SHALL BE PER THE ALBEMARLE I ' // ES/7' ICE AUTHORITY CONSTRUCTION SPECIFICATIONS. . •:'::-•,;_T.,;;�,•:'.•, :,:T...: •:;s•:�:. - EX. 15 uT L Tr T COUNTY SERV `• ' \ \P :..- . . . .. L D B 7 9 PG 6 77 \ E c� 2 r ' :•' "::-',•'.' r'\'. ` ::... \�� 2 13 DUCTILE IRON WATER PIPE AND FITTINGS SHALL BE PER THE ALBEMARLE SAN , .MAIN ., ..::.:..; :.' // `,"'71.1' � :, >• • G2 ..V � \ � O' COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS. PIPE JOINTS .. S 1 a /1\ . \\\ _, /,' ' • w. >.:.. I . E... 495.7 �' I . E. 498.6'.:` ' \0 AND FITTINGS SHALL BE RESTRAINED. 41 . / %} S3 aY P D t:� . .;::..: `:>.� \ �\ 14. ALL MECHANICAL JOINTS ARE TO BE RESTRAINED USING MEGALUG OR I" PP - �� EXIST. .. = O D "FORD" P P 2 RO OSED - EQUAL. F ORD Q ,� / NA E /2 TER \ . , ,....:: ..-. 0 TAX MAP 61 122A �� PRIVATE _, VAVLT o o° �HOPS ... .. • . :. • - .:...:.:.: • .......:.:.::.-...:. , .:... \ : ``; D APPROX. LOCA TION OF RI ROAD LLC �� cn :::. E4 :;'::'.'.;°`::: ` ,. : .'.... ,.:.... .....,...'::.........:...� : L E FROST LINE OR HAVE 36 (M IN) N 0 0 I SAN . SWR . ;:. •.; . ,...:':.:...:.:.....: - .:...'..:.• :.: •..'..' :.::.-:-...•_':• .,......:.:.t .., / z Cc�N.C.. 15 . ALL WATER LINES SHALL BE BELOW TH ( ) . ::: : %:�! .: � r . � ` EX- 15 CENTEL OF DB- 3349 PG. 687 ;.; LATERAL :- T'.:.�:::. "•"' COVER FROM FINISHED GRADE WHICHEVER IS THE GREATER DEPTH. ( ) 6 0 �� VIRGI E51'1 !. .p...: >� I p NlA T ZONED: C1 :. �..;. tz Viz- D.B. 565 PG. l69 :.::: " .:.::,.::.: ,.. ,�fa . USE: UNDER .;,,N: .,... 16. WATER METERS BOXES, VAULTS AND BACKFLOW PREVENTORS SHALL MEET ALL C �. CONSTRUCTION'-_.._,. ::...' .t - ° �� J I �, ::.•.:.,.. �\ , REQUIREMENTS OF THE UTILITY COMPANY. CONTRACTOR SHALL CONFIRM ALL :. cn.. PARCEL 1 � cn T1 NST CURRENT UTILITY LIST OF APPROVED DEVICES PRIOR TO E4 -_ ITEMS AGAI SAMUEL J. JOSEPH., .JR.- I \Ii..'_ ` :`:.: ... . ::, .. - • •.•' � '•�.��~'� ORDERING AND JANET A. JOSEPH " ' : I#- -��AL� \ ' . 4%, , r n cn:. SIG J '' DB- 3349 PG. 69.1 .. ::.: .� , a :.,.::. . ( �c -r :::•:'.::; .P,,, :•:: `:::.:'::.:: 17. WATER WORK SHALL NOT BEGIN UNTIL AREAS OF WATERLINE CONSTRUCTION ') 2b (�- ARE ROUGH GRADED (WITHIN 1 FOOT OF FINISHED GRADE) AND FILL AREAS n 'T Cn S3 I . E . 499 1 I . 'I':::.:: 2a . °� ARE COMPLETED AND COMPACTED. �,r \ D . .. -Er, .: ,,;::.:° ..I \°\ �'1 p° .: .. 18. ALL PIPE AND APPURTENANCES INSTALLED ON A DEPRESSURIZED WATERMAIN ;: _- \ CO"`_• ::' :-'' : CC91JC• D CLEAN AND ALL INTERIOR SURFACES SATURATED WITH A . I c ❑ :.'::,.: '::`:':::':: `; .. ARE TO BE WIPE . \ LP �, _ - PROPOSED %:. ,�,:.; o j MINIMUM 1� CHLORINE SOLUTION. 0 l--� RESTAURANT \\ D�� 19. CHLORINATED DISINFECTION WATER SHALL NOT BE DISCHARGED DIRECTLY I _n \ . _ 16 `\� IN 0 A STORM DRAINAGE SYSTEM OR SURFACE WATERS WITHOUT THE PRIOR . _ FFE 509.00 \\, T . `. USE OF APPROPRIATE DE -CHLORINATION METHODS. ❑ �\ \ TE E5 �-- :':,,,.: . ::':icy;: G2 �` 20. A MINIMUM OF 5 FEET HORIZONTAL SEPARATION SHALL BE MAINTAINED EX15TING PRII/A j -� i�AL \ �\ BETWEEN UTILITY CONDUIT CROSSOVER AND WATERLINE APPURTENANCES R LATESS °. \\1q A / ' f 9 / I.E., HYDRANTS, VALVES, TEES, ETC. :.k\::.; . PROPOSED \ rp ,�'°Os I -L .:, ... PUBLIC y F Fp EX15TIIVG SAN l//-1 -Cn Up) WATER s W4 ly7C,11 F-4s \ 21 . WATER LINES CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM -- Fshr�S�rJNB-l-4 Ic `` I . E . 499.6 - I . E . 502.0 r �� LP �rF ��"1 F'yF VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN Rlll ELEV. = 506.Of� �1 S3 \ \::: S3 TYP. OF 2 EASEMENT \�, 9 STl NT PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL TAX MAP �61-122 /NVIN = 49648 _ -► p jN��'ESON `;,c3 ,; `:' .:::`: TYP . 1. 5° / INV. OUT 496.08 \ S2 0\ EQUIDISTANT AND AS FAR FROM THE SEWER AS POSSIBLE. IF WATER NATIONAL BANK I :.:.:. ;'. I.E. 505.5 _ 10' o �� I W7 CROSSES BELOW SANITARY SEWERS, THE SEWER MUST BE WATER MAIN (DB. 479 PG. 205) .. ..: = :. S5 \ i ZONED: CO `� \ I c co TO FH ? MATERIAL FOR THAT SPAN. USE: BANK IG X2 4o W1 PARCEL 2 �' E4 S5 \ •� \\ �\ 22. SITE CONTRACTOR IS RESPONSIBLE FOR MAKING TIE-IN TO WATER AND I - - I co _ \,\\ \�\\.`,.\ SANITARY SEWER CONNECTIONS AT BUILDING. ALL BUILDING UTILITY NATIONAL BANK & I \ \ cpd) TYP . :.: \\ .. } �, � TRUST COMPANY S2 X4 � CONNECTION POINTS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL ���, C0 �! ,:.:..: \\ \\\ \\`'\' (DB. 3349 PG• 691)'` :\ic�.;�,:� 11>� ARCHITECTURAL AND MECHANICAL PLANS. E2 11 < t ,z :,.: W - A y s;:. �..: c� W W----�W \\` 1 23. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PUMPING, •. _11 s - \ \ '. S.A W \ \ HYDRANTS FIRE DEPARTMENT CONNECTION POINTS OR OTHER WATER USING - 'f,:.. . , ." - I :..:....... ...: J `0 .. :.. ..�. ;. ..:; •:. t \\ Y LINE BETWEEN ANY WATER METER VEP-0 I :.> \ �. :''.. s ::• f.�, ,,� I ,S AND ANY REQUIRED BACKFLOW PREVENTOR. ......'_' ::...... �.� PROP ' :., :' .� r � , OSED EA MI _� v SE . y _..... __.. ..�_.: MENT PAD �'.._. ,, ,�,, l \. .: - J 1 0 _ R 0 M - E X _ �# I S T J I 1 0 } N G �z`•vT W9 E1' v� W$ 0 WATE v RM S . .. cn AIN p ... \. . ... M cn W5 -- -t \ 4,.....,. T.::. :.:.: �:: C7.. v } t �� co U IIII,. l f l L I., :.... R .:. : '...... ,....� .:.. ...... - -.......1. '.::.:..�. , .�_� \' P RLIC WATER LINE EXTENSION U . I . T """J X3 _ • N �t�a r _ - ...:. - \ . .$ L l l / i �: J :.,..".. '�'W 6 �C . � \ I t..'� \: . i =;, �+ 4 Q �� . ...X._� .��:l _ ...L:,- ��% - - 1- ,•.S.S' . T PR ED RE AND RE ■ " ".L E OU OC U S S ,':'--.��'t:.,--.-.: .�.... ,...;Ii C OS Q r ��;,..?, ..'.''....., .. .... . ,o-. 1�,'�.': t 4 ��..- .....m..... d.. 4.1".. *-`�o co co ct�Gn__ __ - ,� l :---,...�I ::' : '' `� �T T PRIOR TO ALLOWING WATER METERS TO BE OBTAINED THIS PERTAINS TO LP THE FOLLOWING CLOSE OUT PROCEDURES WILL BF REQUTR�D TO BE PERFORM Uj __---_____.___--- - ' ::I.E. 500.3 S37 I / W I � , THE PUBLIC PORTION OF THE NIATER LINE ONLY WHICH BEGINS AT THE TAP R r;,' G I.E. 501.0 E2 T1/ .�,-:--'.*.`."-,::.,.-.' laq AND ENDS AT THE 6" GATE VALVE OF THE FIRE LINE, THE FIRE HYDRANT, �T v> r APPROX. ��, THE DOMESTIC METER AND THE IRRIGATION METER. ALL PROCEDURES ARE I'Ik E4 \ LCCA TION OF PER ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) GUIDELINES. I �,-� . U P ry EX. 15, a Q I > .. ".t '.'' is'J.'r d•,.:..;: Q NATERLINE .> U ::. UGT UGT UGT ---- G .,..:';.:..':. ESM,T 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INITIATE THE CLOSE-OUT \\ \ D.B. 729 PG. 677 �' .J PROCEDURES WITH THE OWNER, THE ENGINEER, THE SURVEYOR AND ACSA. J \\1 sZ J THIS SHOULD BE INITIATED AS QUICKLY AS POSSIBLE AND COORDINATED - \\ I �� WITH THE TIMING OF THE NEED FOR THE SETTING OF THE WATER METERS, \ \ \ r c� ASSUMING A MINIMUM OF 30 TO 60 DAYS TO EXECUTE. ..> T. 501.2 S3 il � I 1�:"-,t �_O / ,I 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING AS -BUILT RECORDS OF \`�� -.1".. A � \ - ; � S4 THE INSTALLATION TO PROVIDE TO THE OTHER PARTIES FOR PREPARATION OF \ TAX MAP 61 -132 s ,. THE AS -BUILT DRAWINGS. E5 o-, V ASSOCIATES# C u I ;: / _P I. 501.7 -- DB 1908 P 7 S3 I .y. �, G 26 �.�.� `•. a 4. THE CONTRACTOR SHALL BE RESPONSIBLE F(1R COORDINATING ALL \�': /2 ZONED: PD,SC /8u ° CHLORINATION, FLUSHING, TESTING AND INSPECTION REQUIREMENTS WITH 0 USE: SHOPPING CENTER ACSA. FI AP 0 AL LL NOT BE GRANTED UNTIL ALL FINAL PUNCHLIST \\ °� \ I.E 501.5 S3 - NAL PR V WI q•, �f- PARCEL G _ _ I ( CHARLOTTESVILLE ITEMS ARE COMPLETED. .... 1. �:"1'77 \ , . •: ��: FASHION I N :�::.::.:�:,:::;:i,�.::':::_: � � 0 SQUARE /4 I t 11 I II 'I I 1 01 I I 4„ i II II i : I I 0 � I � I , ✓J ii I i UTILITY CONTACTS FIRE GEPRRTMENT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT 401 McTNTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: DAMES BARBER PHONE: 434-296-5832 Ext. 3257 FAX: EMAIL: ELECTRIC DOMINION VIRGINIA POWER 1719 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 CONTF,CT: Ann Marie Knight PHONE: 434-972-6793 (434-953-5101 C) FAX: 434-972-6775 EMAIL: Ann.Marie.A.Knight@dom.com W.O. #: 718-7411 (FOR NEW SERVICE) WTR/SAN-PUBLIC ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 CONTACT: JEREMY LYNN, P.E. PHONE: 434-977-4511 Ext. 114 FAX: 434-979-0698 EMAIL: JLYNN@SERVICEAUTHORITY.ORG TAX MAP # 61 -1 32 CV ASSOCIATES (DB. 1908 PG. 726) ZONED: PDSC USE: SHOPPING CENTER PARCEL D CHAR LOTTESVI LLE FASHION SQUARE (DB. 1536 PG. 262) TELEPH®NE/®SL EMBARO CONTACT: Theresa Bryant PHONE: 434-971-1371 FAX: EMAIL: Theresa.Bryant�Embarq.com WTR/SAN-PRIVATE ALBEMARLE COUNTY COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: JOHN SEAY PHONE: 434-296-5832 Ext. 3237 FAX: EMAIL: . . . I . , , __ ; - . ... . , /7 : `PPS �!_".`,`." "' . . - °a-- - - =--R- _=? :.: ,';:Ii:: i` .- � : ,. �J-J-O II .^k \ .. SO \ I1.\` SO \ ` w= C _\o I ids , ` --J` y�-\ I /ay gl IS,/ \i ,> i � E��\F LP 2411 1di = a-L= dim" d4 _ �FIN OW1111 Ertl U&Sj CHARLOTTESVILLE GAS 305 4th STREET NW CHARLOTTESVILLE, VA CONTACT: IRENE PETERSON PHONE: 434-970-3812 FAX: 434-970-3817 EMAIL: peterson@charlottesville.org STORMWATER ALBEMARLE COUNTY COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: GLEN BROOKS PHONE: 434-29fi-5832 Ext. 3273 FAX: EMAIL: /0" 0 \,, i ,2„ / _,-�� i ° 1A \ , /\ /Q \ \ / \ �u \�\ . \/ I / 12" \ I/ \ 0 , G„ ; o \\ / 1/n ° �I -�5 \ 1211 / COn1CRcsTF -�` \\,r \ - S _ -- _-_ [ EX. CMG MALL DRIVE APPRO)y' LOCH TION OFI (PR I VATS ) Ex. //?" VEPCO ESl7'7T D.B. 690 PG. 651 TIEMP_ BM EX, C{C, CORNER OF CB \_\ ELEV_ = 4`13.7 SD TR I FFIC SIGN <�%i'8< s T� , �v9T� 1lr ���?, F ,��,,,, '� (DB. 1536 PG. 2 6 2) 5. AS -BUILT DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY ACSA. 6. DEED OF EASEMENT AND EASEMENT PLAT SHALL BE SUBMITTED TO ACSA FOR APPROVAL BY ACSA AND ACSA ATTORNEY PRIOR TO EXECUTION AND /' RECORDATION. 7. COPY OF CLERK'S RECORDING RECEIPT SHALL BE SUBMITTED TO ACSA ONCE APPROVED DEED OF EASEMENT AND PLAT HAVE BEEN RECORDED. 8. LETTER OF DEDICATION SHALL BE COMPLETELY FILLED OUT AND SUBMITTED TO ACSA FOR APPROVAL. ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER &SEWER CONDITIONS: I. WORK SHALL BE SUBJECT TO INSPECTIO�� BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY C�FICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS \P\ NECESSARY. \ .\ \\`';\ 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURP,k_ .,� EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS \\ AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 0 4. DATUM FOR ALL ELEVATIONS SHOWN IS NAVD 88. SEE NOTE 6b, SHEET C1 .2. �0�� 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING -MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, .OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, GRAPHIC SCALE ETC. 20' 0 10, 20' 1 I I i 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF m m m ROADSIDE DITCHES. 1 INCH = 20 FT 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE NOTE: THIS SCALE APPLIES RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. FOR 30"x42" SHEETS ONLY MAP NOTE: 1. ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND SURVEY PREPARED BY CHRISTOPHER CONSULTANTS. 2. TRANSFER OF SITE BENCHMARKS) IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL ONLY BE COMPLETED BY A SURVEYOR LICENSED/REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. 3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BENCHMARK PRIOR TO ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. FIELD VERIFICATION CAN BE ACCOMPLISHED BY CHECKING A MINIMUM OF TWO FIXED OBJECTS DISPLAYED ON THE SURVEY (i.e. MANHOLE RIM, STORM GRATE, PIPE INVERTS, SITE UTILITY KEY NOTES : XX GENERAL: X1. CONTRACTOR SHALL INSTALL ALL IRRIGATION SLEEVES PRIOR TO PARKING LOT BASE COURSE INSTALLATION. SLEEVES SHALL BE 4" SCHEDULE 40 PVC AND EXTEND A MINIMUM OF 12" BEYOND BACK OF CURB OR SIDEWALK. PIPE ENDS SHALL BE CAPPED USING PVC PLUGS AND MARKED USING PVC OR WOOD POSTS. COORDINATE WITH IRRIGATION CONTRACTOR FOR FINAL LOCATION OF SLEEVES. X2. SANITARY UNDER WATER. MAINTAIN 18" MINIMUM CLEARANCE. X3. SANITARY UNDER STORM. MAINTAIN 12" MINIMUM CLEARANCE. X4. STORM UNDER WATER. MAINTAIN 18" MINIMUM CLEARANCE. TELEPHONE/DSL: T1. SCHEMATIC ROUTING OF UNDERGROUND TELEPHONE/DSL LINES. SEE SHEET ME101 . E1. PREFERRED LOCATION OF PAD MOUNTED ELECTRIC TRANSFORMER. SEE SHEET ME101. DOMINION VIRGINIA POWER WORK ORDER 718-7411. E2. SCHEMATIC ROUTING OF UNDERGROUND PRIMARY AND SECONDARY ELECTRIC LINES. SEE SHEET ME101. DOMINION VIRGINIA POWER WORK ORDER 718 7411 . E3. CONTRACTOR SHALL PROVIDE CONDUITS AND WIRING FOR POWER AND CONTROL OF PROPOSED SITE LIGHTING. SEE SHEET ME101. E4. REMOVE ONE EXISTING SITE LIGHT POLE AND ASSOCIATED WIRING. S OWN DUE TO LIMITED FIELD OU E OF EXISTING WIRING NOT H COMPLETE R T INFORMATION. SEE SHEET C2.1 AND ME101. E5. EXISTING UNDERGROUND ELECTRIC DISTRIBUTION LINES TO REMAIN. COMPLETE ROUTE OF EXISTING WIRING NOT SHOWN DUE TO LIMITED FIELD 0 STRUCTION. INFORMATION. LOCATE AND PROTECT THROUGHOUT C N E6. REMOVE (2) EXISTING OVERHEAD ELECTRIC SERVICES INCLUDING POST -MOUNTED EQUIPMENT AND POSTS, CONTRACTOR SHALL CONTACT DOMINION VIRGINIA POWER AT 888-667-3000 TO SET UP AN ADDITIONAL WORK ORDER FOR THIS WORK, SEPARATE FROM THE NEW SERVICE WORK. DVP WILL REMOVE THE OVERHEAD DROP SERVICES AND THE METERS. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ELSE INCLUDING BUT NOT LIMITED TO ELECTRIC PANELS, ELECTRIC OUTLETS, METER ENCLOSURES AND POSTS. SEE SHEET ME101 FOR ADDITIONAL REQUIREMENTS. AT THE GENERAL CONTRACTOR'S DISCRETION, ONE OR BOTH OF THESE SERVICES MAY BE LEFT IN PLACE FOR USE AS TEMPORARY JOB POWER. THE GC WOULD BE RESPONSIBLE FOR THESE AS HE WOULD ANY OTHER TEMPORARY POWER SERVICE. BOTH SERVICES MUST BE COMPLETELY REMOVED PRIOR TO THE END OF THE PROJECT OR AS NECESSARY TO FACILITATE OTHER UTILITY INSTALLATIONS, FINAL GRADING OR LANDSCAPING. G1. PREFERRED LOCATION OF NATURAL GAS METER. SEE SHEET P2.2 AND P4.2 FOR LOCATION AND LOADING REQUIREMENTS. G2. SCHEMATIC ROUTING OF NATURAL GAS SERVICE LINE. ALL WORK, MATERIALS AND VDOT PERMITTING BY THE SERVICE PROVIDER. W1. 10"x8" TAPPING SLEEVE AND 8" TAPPING VALVE. ALL WORK AND MATERIALS BY CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION/REPAIR/REPLACEMENT OF ALL PAVEMENT &CURBING WITHIN THE MALL ENTRANCE ROAD AS NECESSARY TO CONNECT TO WATERMAIN. MAIN LOCATION SHOWN IS SCHEMATIC. CONTRACTOR SHALL REMOVE AND REINSTALL OR REPLACE EXISTING SHRUBS WITHIN THE PLANTED BUFFER AREA AS NECESSARY TO MAKE CONNECTION AND ROUTE NEW WATERLINE. CONTRACTOR TO COORDINATc WITH DARDEN PROJECT MANAGER, SERVICE PROVIDER AND MALL OWNER PRIOR TO ANY DEMOLITION OF THE ENTRANCE ROAD AND PRIOR TO ACTUAL CONNECTION TO THE MAIN. W2a. REUSE EXISTING WATER VAULT FOR PROPOSED 1" IRRIGATION METER. ALL WORK AND MATERIALS BY CONTRACTOR. PROVIDE ANY MODIFICATIONS TO EXISTING PLUMBING IN VAULT AS MAY BE NECESSARY FOR NEW METER. CONTRACTOR SHALL COORDINATE WITH SERVICE PROVIDER PRIOR TO BEGINNING WORK. W21b.1" IRRIGATION BACKFLOW PREVENTOR, INSTALLED ABOVE GROUND IN INSULATED ENCLOSURE. LOCATE AS TO NOT IMPACT EXISTING TREES AND SHRUBS. BAG FLOW TO BE WATTS ODEL 009-RPZ- -S OR APPROVED K M QT EQUAL. ENCLOSURE TO BE LOK-BOX LB-2, DARK GREEN, OR APPROVED U LL B B 0 D D BETWEEN BACKFLOW E AL. A PIPING ETWEEN ACKFL W AN METER AN Q AND P UG S ALL B - L H E COPPER. UPSIZE PIPI G TO 2 N AFTER B C 1 1/ R A KFLOW. PLUG AND MARK TERMINUS FOR EXTENSION BY IRRIGATION CONTRACTOR. ALL WORK AND MATERIALS 8Y CONTRACTOR, W3. 2" DOMESTIC WATER CONNECTION VIA CORD STOP (1-1/2" CONNECTION NOT ALLOWED). PIPING SHALL BE COPPER. 1-1/2" DOMESTIC METER AND BOX PER DETAILS TD11 & TD12, SHEET C7.1. UPSIZE PIPING TO 2" AFTER METER. ALL WORK AND MATERIALS BY CONTRACTOR. BACKFLOW PREVENTOR SHALL BE LOCATED INSIDE THE MECHANICAL ROOM OF THE BUILDING. SEE SHEETS P1.2 ,AND P2.2 FOR BACKFLOW. W4. 8"x8"x6" TEE, 8"x6" REDUCER AND (2) 6" GATE VALVES, SEE DETAIL TD8, SHEET C7.1 FOR GATE VALVES. . W5. FIRE HYDRANT PER DETAIL TD7 SHEET C7.1. LOCATE AS TO PROVIDE ENOUGH SPACE TO INSTALL CONCRETE THRUST BLOCK WHILE MAINTAINING SPACE IN LANDSCAPE ISLAND FOR FIRE DEPARTMENT CONNECTION. HYDRANT SHALL BE MAXIMUM 10' FROM FRONT FACE OF CURB. HYDRANT VALVE SHALL BE IN ISLAND:. W6. REMOTE FIRE DEPARTMEN CO ECTIO T NN N FDC SIZE TYPE INSTALLATION AND SIGNAGE SHALL BE PER LOCAL REQUIREMENTS AND PER NFPA 24. THREADS SHALL BE C&0 THREADS. • W7. 8" D.I.P. PUBLIC WATER LINE. PROVIDE VERTICAL BENDS AS NECESSARY TO MAINTAIN 36" MINIMUM COVER. W8. 6" D.I.P. PRIVATE FIRE WATER LINE. PROVIDE VERTICAL BENDS AS NECESSARY TO MAINTAIN A NTAIN 36MINIMUM COVER. W9. 4" D.I.P. PRIVATE REMOTE FDC WATER LINE. PROVIDE VERTICAL BENDS AS NECESSARY TO MAINTAIN 36" MINIMUM COVER. W10. 2" COPPER DOMESTIC WATER LINE. Wit. WATER SERVICE BUILDING CONNECTION POINTS. SEE SHEET P2.2 FOR EXACT LOCATION. SANITARY SEWER: S1. CONNECT TO EXISTING SANITARY MAIN VIA SANITARY SADDLE. ALL WORK AND MATERIALS BY CONTRACTOR. SADDLE AND CONNECTION SHALL BE PER SERVICE PROVIDER REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION/REPAIR/REPLACEMENT OF ALL PAVEMENT, CURBING, LANDSCAPING, IRRIGr-,TION, ETC. ON ADJOINER'S PROPERTY TO MATCH EXISTING CONDITIONS. CONTRACTOR TO COORDINATE WITH DARDEN PROJECT MANAGER, SERVICE PROVIDER AND ADJOINING PROPERTY OWNER PRIOR TO ANY DEMOLITION ON THE ADJOINER'S PROPERTY AND PRIOR TO ACTUAL CONNECTION TO THE MAIN. S2. 6" PVC PRIVATE SANITARY SEWER LATERAL. SLOPE AS SHOWN. 1.0`0 MINIMUM. S3. SANITARY SEWER L'LEANOUT. LOCATE IN LANDSCAPED AREAS WHERE POSSIBLE. PROVIDE TRAFFIC RATED CLEANOUT WHERE SHOWN IN PAVEMENT. SEE DETAILS, SHEET C7.1. 54. GREASE INTERCEPTOR WITH SAMPLING PORT. SEE SHEET P1.3 FOR SIZE AND DETAIL. S5. SANITARY SEWER BUILDING CONNECTION POINTS. SEE SHEET P2.1 FOR EXACT LOCATION. A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 r �) SEAFOOD • ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009-21 SDP-2009-00043 WPO-2009-00024 H a+��rl '\�,��P F `l p i 1k ��� ; i o YA i 1w� V_AAP AN E. TOWNSEND � Lic. No, 029957 � • • s i "o @ = e9o^'' ti�`�`� ®d/46'S SIGNAL �NCa,`1k ��I111 �S UT I L I. o. y w OO, 0 s s c) �,y H O Z 44, /y A � V^^' \ � oq� YOU 0 6 MARK DATE/DESCRIPTION A MAY 183 2009 ARB COMMENTS MAY 211 2009 SITE ENGINEERING Q DUNE 26, 2009 SDP COMMENTS 4 DULY 17, 2009 ARB/OWNER/SDP COMMENTS 6 AUGUST 21, 2009 ARB PLANNING COMMENTS 7 SEPTEMBER 15, 2009 VDOT COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED. LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVILLE, VA SCALE 1"=20' CLIENT N0. 40524 JOB N0. 409131301 STATUS DATE MARCH 111 2009 COORD . GFJ DRAWN GFJ APPROVED AET SITE UTILITY PLAN 1� �*��� C5 1 13)Z7 z 0 H CO H w CL z w H H 0 H O LL } z z H 0 w 0 O d w w m O z } CD z H 0 O 0 w w w 0 F- O H _I J 9 ('--J TOOLED CONTROL JOINT EXPANSION JOINT, `�3000 PSI CONCRETE w/ 30 FT. MAX. SPACING HEAVY BROOM FINISH . a � � I EQUAL f0 I II a I° a ° I° ° ° . a a I WIDTH OF SIDEWALK Q " �w J II a 10 -01 MAX a 1 LIJ a a II I SLOPE AS SHOWN I a� a ¢ w ON PLANS I . LU II I (1/4"/FT., MAX.) gI ° Q ° IP a a l a PLAN VIEW 3000 PSI CONCRETE w/ HEAVY BROOM FINISH %4" RADIUS ON ALL 6x6 WWF EXPOSED EDGES W4.OxW4.0 (MIN.) ° a IIIIIiI III III III III II I, I III III. COMPACTED BASE & SUBBASE SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT �4" � 2" R SEE NOTE 4 a .'A- - -d G 4„ 2" RADIUS f 7��Z 1 \ MIN SURFACE_ MAX. .'d d BASE suaBAsf 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECFICATM REFERE]ICE 502 CROSS SECTION BUILDING OR OTHER FIXED OBJECT PREFORMED EXPANSION JOINT, SEE DETAIL BELOW a� N X X 4" AGGREGATE BASE COURSE I\\ VDOT TYPE 21A NOTE: PROVIDE VAPOR BARRIER WHEN CONCRETE IS PLACED IMMEDIATELY ADJACENT TO BUILDING. CONCRETE WALK DETAIL CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) �%IILL BE PAID FOR AS RADIAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED A$ MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 ISUIRETO BE USED ON ROADWAYS MEETING THE APPENDIXEATOFFTTHRCG-6 ASE VDOT ROOD 4 MANUAL. SURFACE BASE SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 REV.9/06 502 201-01 #5 DOWELS, 8" LONG A PERMISSIBLE AT 12" C-C 04c, CONSTRUCTION 5' MIN. JOINT 12:1 MAX x _ _ z 12:1 MAX B 2 � �=;� Q _RAMP_ �, (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0'' MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB- 48 1 MAX. / 20 :1 -� 48 1 MAX- �J j 2' MIN.- SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE B PARALLEL_ APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB _ 0 4 6 1 5 7 2 5 8 3 6 9 _ 4 8 12 5 10 15 6 14 15 CONCRETE CURE / CURB & GUTTER COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION r CROSSWALK TYPICAL PLACEMENT AT INTERSECTION W11 HIN CROSSWALK 51 M '� � 4AX• r -�\ A 4' SQUARE LANDING AREA x +\ \\ OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR CRO,SwAUK PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. CC-12 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 SPECIFICATION REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION 502 REV. 7/05 - - VIRGINIA DEPARTMENT OF TRANSPORTATION - [203.06 TAPER DETAIL REV.9/06 201.03 1/2" CHAMFER 3000 PSI CONCRETE w/ HEAVY BROOM FINISH 6x6 WWF 244 REBARS W4.OxW4.0 (MIN.) a N a X X. /x_ X r a 4 AGGREGATE BASE COURSE VDOT TYPE 21A 8" COMPACTED SUBBASE SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT NOTE: PROVIDE EXPANSION JOINTS AT INTERSECTIONS OF BUILDINGS, WALKS, AND WITH ANY OTHER FIXED STRUCTURES. SEE OTHER SIDEWALK DETAILS FOR CONTROL & EXPANSION JOINTS. THICKENE6 EDGE CONCRETE WALK 1-1/2" DIAMETER STEEL PIPE RAILING WITH WELDED JOINTS GROUND SMOOTH. CORE DRILL AND EPDXY INTO CURED CONCRETE. COORDINATE WITH OWNER'S CONSTRUCTION MANAGER FOR PAINT COLOR. 1/2" PREFORMED EXPANSION JOINT. SEE CONCRETE WALK DETAILS. — SLOPE 1/4" PER FOOT MAX. a, ADJACENT CONCRETE SIDEWALK. SEE CONCRETE WALK DETAILS, (4) #4 REBAR DOWELS 12" LONG @ 18" O.C. 2.0" HOT MIX ASPHALTIC CONCRETE SURFACE COURSE VDOT TYPE SM-9.5 SEE PLAN FOR GRADES 6" AGGREGATE BASE COURSE VDOT TYPE 21B COMPACTED SUBBASE SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT NOTES: 1. ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH STATE DOT STANDARD SPECIFICATION (LATEST EDITION). 2. CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR FURTHER RECOMMENDATIONS. STANDARD DUTY PAVEMENT SECTION 1" NOSING 15" TREAD j j`///`/x��/�/�/\�j �-- #4 REBAR @ 18" 0 . C . E . W . \\\ 3000 PSI CONCRETE w/ HEAVY BROOM FINISH 4" AGGREGATE BASE COURSE, VDOT TYPE 21A COMPACTED SUBBASE IN ACCORDANCE WITH GEOTECHNICAL REPORT — (6) #4 REBAR SECTION VIEW CONCRETE STAIR DETAIL SCALE: 1"=1'-0" 1.0" HOT MIX ASPHALTIC CONCRETE SURFACE COURSE F. VDOT TYPE SM-9.5 2.5" HOT MIX ASPHALTIC CONCRETE INTERMEDIATE COURSE VDOT TYPE IM-19.0 /-- SEE PLAN FOR GRADES II I III III. 8" AGGREGATE BASE COURSE VDOT TYPE 21B COMPACTED SUBBASE SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT NOTES: 1. ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH STATE DOT STANDARD SPECIFICATION (LATEST EDITION). 2. CONTRACTOR SHALL REFER TO GECTECHNICAL REPORT FOR FURTHER RECOMMENDATIONS. HEAVY DUTY PAVEMENT SECTION SUPERGRIT STAIR NOSING TYPE 232 BY WOOSTER. COLOR SY-1 SAFETY YELLOW. 1/2" PREFORMED EXPANSION JOINT. SEE CONCRETE WALK DETAILS. L-- ADJACENT CONCRETE SIDEWALK. SEE CONCRETE WALK DETAILS. (4) #4 REBAR DOWELS 12" LONG @ 18" O.C. (6) #4 REBAR NOTE: NUMBER OF RISERS VARIES PER STAIR LOCATION. SEE SHEET C4.1 FOR STAIR LOCATIONS AND NUMBER OF RISERS. A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 SEAFOODRED LOBSTER CO. ALBEMARLE COUNTY PLAN NUMBERS:- ARB - 2009 - 21 SDP-2009-00043 WPO-2009-00024 % r �0�1/1H orl� ANTE. TOWNSEND i Lic. No. 029957 _ s AV A Q A'�� F �A®00 810 NA k- 1? ew ��5g UTjIT �Y T s) �` RE Y®L) MARK DATE/DESCRIPTION CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVILLE, VA SCALE NO SCALE CLIENT N0. 40524 JOB N0, 409131301 STATUS DATE MARCH 11, 2009 COORD GFJ DRAWN GFJ APPROVED AET SITE PAVING, GRADiNG & DRAINAGE DETAILS -�`� z 0 H Cn H m W z w H O H m O w z Q z H 0 w U 0 0 m a. w W m I- O z U CD z 0 O w > m w O w m O I- 2 O H m J Q O 0 5161T-- I i , � rI r----- - 6 - - --- ---- ----------- ' -r--- _ -I�--------- o-- -------- ! I ------ ----- ------------ ` r ! 5141 I I I �_ --- ---------- � - -- -� --- _ ' -------- ---- - - ------------ I ( i ----- - ------ ' ----- 514Lu 512------- -- -- - J p -- -- -- - - - C, w - - - -- -- ---- -- -� ul ---- - -- - -- ------ -- -- -- I I --i-- ---- ----- --- -- - -7--- I- - ---_ i 512 - ! 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EXISTING GRADEI H+H11www ------- T--- --------------- j I -EXISTING GRADE _- Lu T H Q ~o a �496 496; - T---�= ------ I 50 � LF--OF-PROPOSED-__- ----- 15 CLASS! III RCP -T- I _-------1------ -- -' -------- i -_-= -- --- - -�--- - - -- I ------ ------------- . --------- x I--o-o-x-x----- w v> > It w w w -1-- ' @ 10.00% SLOPE I - ; -- I - !- - 4 41 I � fi ---- - ± 145 L F E OF -� 1 - -_ I - ---- - -- -_ - --�494 ---------rt --_ I I I I i i --� - '�'-r R c- I -------._ I - - I I ! f ! 1 i I 492 I I I I I LF OF II 9 2 I ! I-- --- - - - - ---- --- --- i I 490-'! 1 PROPOSED 8" PVC _ --- --� l- EXI = -_ -- - STING--- , ---� I I -!t_ - ---' ---- - ---! ,----- RCP - -- - -=_.. - -- -�=- - i - ' 490 ------- f------- -- -- !------ -- - - -+- -------�- - -- -- ----- -- - - --STORM-DRAIN ---i - - ---- -r-- - _ - - ---- ---�--EXISTING- ---! - I 1� 24 1 ------------------- 488' ----- ---------------- I-- I -1----- I I RCP 488- I , 4861I EDOCATIO iASSU 486 � i � I �-------------- --- ` ------------_-------'- �, -----_____-_ E-------------- -------------- - _N ---'------------- -----I -- --- r--- ---- - - -------------F i - --------------- -------i^- - --------r--------------- ---------------- � ---------- 16' --WAT ER--L-I NE-----l--. � - - -- ----'-------------- -� I -'--- 484Ti i ! � I � I I 1484 0+00 0+50 1+00 1+50 2+00 STORM SEWER PROFILE PROPOSED CURB INLET #1 TO EXISTING STORM INLET #4 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 111=4' DI-3A,3B,3C PANSION JOINT 31-10" t ReRq r.- ., FOR DETAILS OF INLET FRAME & COVER SEE STANDARD IC-2. BARS C BARS F EXPANSION JOINT BACK OF SIDEWALK Y 0 cn 141) 6'�..a '�i�i' o BARS B w I I I I CLo z N, KEYED `s''' CONST. BARS JOINT (APPROACH GUyyTyyTEREEpp BAR / GONER 00 BAR 2„ I SUBBASE _ HARDWARE z N ARS F CLOTH WEEP HOLE. p SEE NOTE 8 STEPS SSE aol o II 11 `-BAR F L BAR A N I ARS D FACE OF CURB18' NOTE 5 GUTTER 2'-8" 8" CR CK CONTROL JOINT CRACK CONTROL JOINT 4'-011 31-011 s' MIN. PLAN SECTION A -A ' MIN. 1 10' MAx. �A KEYED CONST. JOINT ' 1 11 L-VARIABLE - MAX. 20' 2'-101' WARPED i GUTTER 2 -0 8 N 2 -6 B 8 3'-0" 211 APPROACH z ARS A ' L - _ -- --- - - - - -- -_--`=� C0 BARE g BARS F BARS E L,. B N 00 • 1 *3" DIAMETER - BARS E WEEP HOLE FRONT ELEVATION BARS F 8" 1'-8" 81� BARS B - - - - 0. (GUTTER REMOVED) 11/4„ 3'-011 5XI/4" BENT PLATE - SECTION B-B 04 TYPE A NOSE DET SHALL BE USED WITH CG-3 & CG-7 STANDARDS. 1 /411 R ;- L21/21IX21/211XI/4II TYPE B NOSE DET . SHALL BE USED WITH CG-2 STANDARDS. TYPE A 1 I� GALVANIZED TYPE B /2 X 411 STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 680 30' TO ANGLE IRON AT 2' C-C. CONNECTORS AND IS TO BE ANCHORED WITH %2" X 4". STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2' C-C. 2'1 APPR.PAVEMENT DI-3A ,L DI-3B L DI-3C L 'r'`;- WARPED PAVEMENT s = I 2 I --LOW FLOW I 1 1 J DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET REC'REFE ENTC"EN 1211 - 3011 PIPE: MAXIMUM DEPTH CHI = 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 3/411 RAISED LETTERING LETTERING OPTIONAL ` B A I- /41, x 1�z11 SLOT A \ - Y4" x 1%2" SLOT NS To WAIF APPROXIMATE WEIGHT �4" RAISED LETTERING CAST IRON FRAME 86 ± 4 LBS. COVER 83 ± 4 Les. COVER FRAME T-411 DIA. T-9Y4" DIA. _ 311 1'-10" DIA. 3" X4" 1�211 Y411 ' INISHED 1%211 !4" 11/2"-••� \ 5/$" �•�- MACHINE MACHINE 5/s" DIMENSIO NL Y4 C I MACHINE MACHINE 5/8" - 5/8" "1 V8" yB" 11/41, 14 11 1'-10" SECTION A -A DIA. _I SECTION B-B NOTES 1. THE LETTERS V.D.O.T. ARE OPTIONAL, IF USED THE LETTERS ARE TO BE CAST IN THE DEPRESSION IN TOP OF THE COVER 11' WIDE AND RAISED 1/411 HIGH AS SHOWN. 2. THE DUMP NO WASTE DRAINS TO WATERWAYS LETTERING IS REQUIRED ON ALL IC-2 COVERS. LOCATION OF LETTERING ON IC-2 COVER MAY VARY BY MANUFACTURER. SHEET 1OF 3 SPECIFICATION REFERENCE STANDARD INLET AND FRAME COVER 224 REV 8/07 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 105.01 2+50 3+00 3+50 TABLE OF QUANTITIES DI-3A,3 TYPE L AREA of SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. I S . Ft. Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* Lbs. DI-3A 2'-6" 1.15 2.26 - - - - 1 5'=7" 3 3'-2" - - - - 6 1'-0" 22 4' 1.83 2.59 5 1'-6" 2 6'-7" to 6'-10" 3 5'-711 ' 3 3 '-211 4 1'-6" 3 1'-6" 4 1'-0" 64 6' 2.75 3.02 5 3'-611 6 6'-7" t '- " 3 5'-7" 3 3'-2" 4 3'-6" 3 1'-6" 4 1'-0" 111 8' 3.67 3.46 5 1 5'-611 10 '- " to 61-1011 3 5'-7" 3 3'-211 4 5'-60 3 1'-6" 4 1'-0" 158 DI-38 10' 1 4.58 3.90 5 71-6" 14 6'-7" to W-10" 3 5'-7" 3 3'-211 4 7'-6" 3 1'-611 4 11-0" 204 12' 5.50 4.34 5 91-611 18 6'-7" to 6'-10" 3 5'-711 3 3'-2" 4 -6" 91 3 1'-611 4 -0" 11 251 14' 6.42 4.78 5 11'-611 22 6'-7" to 6'-10" 3 5'-711 3 3'-2" 4 11'-6" 3 -611 11 4 1'-0" 298 16' 7.33 5.22 5 13'-6" 26 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 13'-6" 3 V-6" 4 1'-0" 345 18' 8.25 5.66 5 15'-611 30 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 15'-6" 3 1'-611 4 1'-011 391 20' 9.17 6.09 5 17'-611 34 6'-7" to 6'-10" 3 5'-711 3 3'-2" 4 17'-611 3 1'-6" 4 1'- 438 6' 2.75 3.01 10 1'-911 4 6'-7" to W-10" 5 5'-7" 3 3'-2" 8 1'-911 6 1'=6" 2 8' 3.67 3.45 10 2'-911 8 6'-7" to W-10" 5 5'-7" 3 3'-2" 8 2'-9" 6 1'-6" 2 1'-011 158 10, 4.58 3.89 10 3'-911 12 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 3'-9" 6 1'-6" 2 1'-0" 205 12' 5.50 4.33 10 4'-9" 16 6'-7to W-10" 5 5'-7" 3 3'-2" 8 4'-9" 6 1'-6" 2 '- 252 DI-3C ' 6.42 4.77 10 5'-9" 20 6'-711 to 6'-10" 5 5'-711 3 3'-2" 8 5'-9" 6 1'-6" 2 '- "298 7.33 5.21 10 6'-911 24 6-7" to 6'-10" 5 5'-7" 3 3'-211 8 6'-911 6 1'-6" 2 '- 345 �14 8.25 5.65 10 7'-911 28 6'-7" to 6'-10" 5 5'-711 3 3'-2" 8 7'-911 6 1'-6" 2 1'-011 392 20' 9.17 6.09 10 8'-9" 32 6'-7" to 6'-10" 5 5'-741 3 3'-2" 8 8'-9If 6 1'-6" 2 '-0" 439 NOTES 1. DEPTH OF INLET (H) TO BE: SHOWN ON PLANS. 7, # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15, THIS AREA MAY BE EARTHEN, IN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8_ 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 121IX12" PLASTIC HARDWARE CLOTH 1/4" MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03", NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN, OF 2 IS TO BE L +1611 AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH OF ONE (1) BAR. 10- ALL REINFORCING S211. EEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 19, ALL REINFORCING BARS TO BE # 5. 4, PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13, IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. Sheet 2 o1 REF STANDARD CURB DROP INLET 233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) = 8' 302 04.10 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 1'-9�4" DIA. NOTES THE LETTERS V.D.O.T. ARE OPTIONAL, IF USED THE LETTERS ARE TO BE \ 3� 74 1i/2„ 1�z" 3� 74 CAST IN THE DEPRESSION IN TOP OF COVER 1" WIDE AND RAISED 3/e" HIGH AS SHOWN. _m 3/ Y411FIN DIMIENSION A N _ MACHINE MACHINE Al, Y4 /® --� - 3/8„ I V-81/ " DIA. LETTERING SECTION A -A OPTIONAL 511 23y4" DIA. 22" DIA. 201/211 DIA. 1 1 1 22" DIA. 5" _ I APPROXIMATE WEIGHT CAST IRON FRAME 174 ± 9 LBS. COVER 137 ± 7 LBS. r h' . I � ■ �0NN1 SECTION B-B BOTTOM SPECIFICATION REFERENCE 224 STANDARD MANHOLE FRAME AND COVER 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.06 STOYD.O.T. STANDARD STOP SIGN, MINIMUM 30"x30". P BOLT SIGN TO POST WITH 3/8" CADMIUM PLATED BOLTS, NUTS, & WASHERS. 3" DIAMETER GALVANIZED STEEL OR ALUMINUM POST WITH WATERTIGHT CAP. COORDINATE PAINT COLOR o WITH OWNER'S CONSTRUCTION MANAGER. r- W 1/2" PREFORMED EXPANSION CD JOINT. SEE CONCRETE WALK r DETAIL. da a. : d i a a d 4 0 ' N \�., �// ADJOINING CONCRETE WALK OR Cf)�; \: < 4".. PARKING PAVEMENT PER PLAN. /,. CONCRETE FOOTING (O 1 -0 DIA. 5/8"x 6" STEEL BAR THROUGH POST. ** IF SIGN IS PLACED IN SIDEWALK, MATCH SLOPE OF TOP OF FOOTER TO SLOPE OF TOP OF WALK. STOP SIGN MOUNTING DETAIL SHAPE T( CONTOUR OF PIPE NEENAH R-1976 INSPECTION 24" MIN ADJACENT 7FRAME AND COVER OR PAVEMENT APPROVED EQUAL W/ STORM 10" LETTERING 6" PVC CLEANOUT PLUG T RECESSED 3" BELOW GRADE W � CONCRETE COLLAR � I � CRUSHED STONE NOTE: FOR CLEANOUTS OUTSIDE OF PAVED AREAS, OMIT INSPECTION FRAME AND COVER AND ICRETE COLLAR. INSTALL PVC PLUG SH WITH FINISHED GRADE. FROM BLDG TO STORM MAIN PIPE SIZE x 6" WYE STORM CLEANOUT ` SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A • .e d METHOD OF TREATMENT IN DROP INLETS PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. '. SLOPE TO DRAIN TO INVERT OF ' OUTLET PIPE NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH a \ e ' ' THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. ° et THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR n / CLASS Cl,EXCEPT THAT 25% OF COARSE AGGREGATE MAY BE -:•. •• •• .: .• • UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE v v • : ;r.:.; : r•::: -; ; , e SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. „ d , ' ` •A •� DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE `- a ` PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED ` ---- --- INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPE10EN N STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 Manufactured by: Practical Best Management - 1-800-748-6945 www.crystalstream.com zo jo> mwa <w INFLOW PIPE 6" PVC INVERT IN 504.40 6 INCH -4 0 - TOP VIEW (NTERNAL) SEAM 508.55 Al D; -I cj� 'D D 0 ' 5 1/2" O D - 2 4 D ,D 1 SUMP 02.55 °'o 1 0 0 o n o AMBIENT WATER LEVEL OUTFLOW PIPE 6" PVC INVERT OUT 503.95 ,C)fQ Qao Ckf w o 4'-0" cn w w co Q- w c o ��o O w z x x x x x i-x x x x x x x x "7 V w 11% r_X(n - ¢ Nzm x x x x x xx x x x x x x x x x x x x x x x x- X x x x X x x x x x x o ? n ¢<D X X x x X X X X X x X X X x X X X X X X X X Vl G v J � M U w X X X X X X X X X X X x x x x X x x X X x x � T- _;J c-D� -w xxxxxxxxxxx x x x x x x x x x x X o o �- �„�o= _ �o x x x x x x x x x x x x x x x x x x x x x x _ I rn o�-ww x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x o - x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ° z U ¢:2a owwCD z x x x x x x x x x x x xxxXxxxxxxx LEGEND rn CD w �z �w TOP VIEW `'� HEAVY DUTY PARfS BASKET, PROD. # m w Uj H630010, STAINLESS STEEL 16" X 10" � o CD X 4.25" BY WAREHOUSE EQUIPMENT & Q < SUPPLY CO. OR APPROVED EQUAL, � Lr M o 4 -0 SUPPORTED B'(A FRAM OF 1 " X 1 " `� "' 3'-C" 'D_ D MANHOLED D D D STEP - D _ D_ D 1. D D _ D X 1 /8" ALUM. ANGLES. r- rn I W V)< (Dm M � J � Z fl w v = z � INTERNAL BAFFLE W/ 1 " HOLES o j' ::D z DRILLED AT 1 1/4" O.C., 2'-6" H x %o < m 3'-0"W WITH 12" X 36" STRIP OF � :-:5:r v' X- _EX FILTER FABRIC ATTACHED TO "' v C)z z Q� zQ THE UPSTREAM SIDE AS SHOWN. Lj oJ (l H cL W �Qo�zz 0 SPILL PROTECTION / OIL TRAPPING o `¢' - � m o U zy C)PLATE „ , „ 2 -0 H x 3 -0 W. '= Q FW- W J W IW o? a:o Q V) r W W 3/4"COCONUT FIBER FILTER IN mr7Mv 0 ALUMINUM FRAME 12" X 36" WITH 2 - 3'-0" SUPPORT ANGLES. 50 MANHOLE STEPS SHALL BE COPOLYMER POLYPROPYLENE AND SHALL MEET ASTM C-478 AND AASHTO M-199. THE POLYPROPYLENE SHALL CONFORM TO ASTM 0-4101. THICK WALLS 3' L x 2' W x 3' H THE 1 /2 GRADE 60 DEFORMED B PRECAST CONCRETE BOX REINFORCING BAR SHALL MEET ASTM W „ „ „ SECTION B„ � A-615. STEPS SHALL BE BY SECTION A PARSONS ENVIRONMENTAL PRODUCTS ( a� � o 0 M= v OR CST APPROVED EQUAL. CRYSTALSTREAM WATER QUALITY VAULT � � z � w MODEL '333 � J I� � �� L �'� z U z JURISDICTION: Charlottsville, VA A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 -RED LOB S T EP SEAFGOD CO. ALBEMARLE COUNTY PLAN NUMBERS: RB 2009 21 SDP-2009-00043 WPO-2009-00024 ep,LT H OF 000 w i 1 �+ �� i ♦ , Ar i LAN E. TOWNSEND i • Lic. No. 029957 s AAVr AO F \ s010/SIONAL 0 Y4 0####4 + _ UT IL Yo � T -Q po N ss� 0 ,,_, O•�Ca \E YOU MARK DATE/DESCRIPTION CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVILLE, VA SCALE AS SHOWN CLIENT NO. 40524 JOB NO. 409131301 STATUS DATE MARCH 112009 COORD GFJ DRAWN GFJ APPROVED AET SITE PAVING, GRADING & DRAINAGE DETAILS z O H H w z w I-- F- H O I- H O U_ } z Q z H w U 0 O w w m F- O z O z H 0 GJ w > w w c� H J 0 U a r w EE L) 0: 14 0 3 to e� rcn c� U) O LL GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFIL B EDDING ,8 STONE STABILE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4 BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION 4'IMIN INITIAL BACKFILL 4'IMN UNSTABLE a° 8° 8° I ar SAIL MIN MIN _ MIN I MIN - ff68 S TONE GRANULAR FILL AS `.�•: APPROVED BY ACSA �.',.g- z L S-FABLE SOIL UR ROC�E TABLE SOIL OR ROC1 NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.1\10 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5, BELL HOLES SHALL BF_ DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD -2 X 45 ° max N N , 45 ° rnax PLUG I I - ` Z J 2 i FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO 01. ACCOMMODATES%�,��\ ANCHOR IF REQUIRED. /11, ING AS J I R E D SE CTION 1 - 1 SKTION 2 - 2 PIPr _ DEGREE EE DE��IONS VOL. TEE AND PLUGS VOL.END SIZE OF (FEET) CU.YD. (FEET) CU.YD. B END- L I ' ' T L - '_ I T - - 90 2.50 2.50 3.01 0.24 -- --�- _ 4" & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2,00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.5n 0.10 90 �3.66 3.16 3.21 0.48 45 2.66 2.66 2.77 0.26 8„ 22 1/2 1.66 2.16 2.69 0A3 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 121 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAN SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NITS FIG. W - 3 TD - 3 I NOTE: HYDRANT MUST BE i EQUIPPED WITH CHARLOTTES - j VILLE THREADS WHICH IS �11 THE LOCAL STANDARD, {; LENGTH OF BRANCH VARIES 6' MINA 2' TO 10' (2 7 0 ' ) \ 7 CU. FT. 18" VALVE BO; 468 STON ilk , , ( aA 6" GATE 36"MINlJ ��; VALVE � 1 8" X 6 d _T. �EE 2500 P.S.I. CONCRETr BASE AND THRUST I a `jn ~° BLOCK AGAINST i2��r \ ,`Try UNDISTURBED STABLE SOIL. STEEL PILE------` I 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE ' MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT- WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W - 4 TD-7 FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING STRAPS FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS. FOR 18" BEND USE 3 STRAPS AS SHOWN. D j -.-{ 6r' Q 4 BARS © 12" ON CENTER FOR 12 BENDS & LARGER I V B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 4" - 6" V-9" 2'-3" 2'-6" 1'-2 2'-0" 1 1/4" 8" 2'-3' S-0 2'-6" 1'-6' 2'-6" 1 1/4" 11 1/4' 10" 2'-9' 3'-9 2'-6" 2'-0' 3'-0" 2" 12" 3'-0' 4'-3" S-0" 2'-3" S-6" 2" 18 3'-6" 5'-6" 3'-3" 3'-0t' 4'-6" 2 1/2° 4" - 6" 2'-6" S-0 2'-6" 1'-6' 2'-8" 1 1 4" " 8 I r - 3 0 r » - 4 3 1 n 2 -6 r n 2 -6 r n - 3 3 " 2 22 1/2' 10" 3'-3" 5'-0' 3'-0' 2'-9" 3'-9" 2" 12" S-9" 6'-3' S-0' 3'-6" 4'-3" 2" 18" 5'-0' 7'-6' 3'-3" 4'-0" 5'-8" 2 1/2" 4" - 6" 3'-0" 6'-0 S-0" 3'-3" 3'-3" 2 1/4" 8" T-6" 6'-6' 3'-0" S-8" S-9" 2 1/4" 45' 10" 4'-6" 7'-6' 3'-0" 4'-3" 5'-0" 2 1/4" n 12 r , 5 -3 r r 9 -0 r r 3 - S' r , S -0 r 5'-9' " 2 1/2 18" 6'-6' 11'-0 3'-9" 6'-0' 7'-S' 2 1/2" CHART FOR UPPER VERTICAL BLOCKING WIDTH =. DIM. "F" THICKNESS OF FILLET WELD STRAP = 1/4" STANDARD HEX NUT 1 /4" THICK PLATE WASHER 3" THREAD 1 N 1 NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE #4 BARS @ 12" PIPE BELL ON CENTER FOR 12" BENDS & CONCRETE CLASS "B" LARGER I. C I SECTION ' NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A -rn-d .00 l� ' PLACE GAL I IZED WITNESS POST WITH CAPPED PAINTED BLUE IN REMOTE AREAS o AS DIRE ED. ARKER LOCATION MAY BE SUBJEC TO GHWAY DEP TMENT APPROVAL, FINISHED GRADE o r \\ .`y,r'F-�' ADJUSTABLE VALVE BOX W/ LID 11, z �I =M pC-P-. �&Ipe 6 s. - M.J. GATE VALVE WATER Sri H f'I 1 1 ri "1 16 LINE u ` f1- --_- 2500 P.S.I. CONCRETE 4 - 2'x 2' BEARINGAREA. THRUST BLOCK\ U NOTE REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX 6 INCHES ABOVE GRA_ TYPICAL GATE VALVE NTS FIG. W-5 TD-8 Side View - - - 3 CerCification of 95% compaction required -7 Galvanized StE W12 x 14 (mit 3' min. penetration soil , or as approve ACSA. 4' MINIMUM Mum 5° TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W - 3 B TD- s TD - 1 1 As TrA ASG AiJ. 0 A s-rM-A'S 0 5 14 Er' N07',:-r;y P. UNDISTURBED EART ' UNDISTURBED n_(� i 501E Cl"YP) t>s �.:.. WATER MAIN '' zo Vane Z4 MIN UNDISTURBED EART ' PLAN i ''.':.•;' CLASS A - 3 CONCRETE ' MEGA -LUG ovopo vpo vcp •. •` '•./• vvp °°°°°°pvv°°oo°ovo°v°°o°°°°o°°°°o°°°vo°°vv°°o°°o'o°°co°`a po pop oep ° ov p°vo°pv ° ppovpvv v ° o ov pov po po pov po ov pv .pOpa ° ° op -1 pppOpppppf pOpO°Oppppp ppppppppppO pp p°p°apOOppOpOappOOpp000 •"i` � o v o ELEVATION UNDISTURBED EART ' TRENCH ,Ll1 WIDTH �l?l I CD I 3. SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W - 3 C TD -6 EM E SPRI C NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION - INTIAL BACKFILL (6" LIFTs) THOROUGHLY COMPACTED B`( HAND OR APPROVED MECHANICAL TAMPER - FIAUNCHING - BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,\ CONDITIONS ARE UNSTABLE �,j(ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALT_ BE PROVIDED 3.U/HERE ROCK. IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN -TENCH NTS FIG. S - 3 TD- 28 24" MIN NEENAH R-1976 INSPECTION ADJACENT FRAME AND COVER OR PAVEMENT 10" APPROVED EQUAL W/ SANITARY LETTERING - 6" PVC CLEANOUT PLUG RECESSED 3" BELOW GRADE r ;:. A {� \ I , I II 1I J I I CONCRETE COLLAR I CRUSHED S 0 STONE NOTE: I FOR CLEANOUTS OUTSIDE OF PAVED AREAS, OMIT INSPECTION FRAME AND COVER AND CONCRETE COLLAR. INSTALL PVC PLUG I FLUSH WITH FINISHED GRADE. FROM BLDG TO SANITARY MAIN PIPE SIZE x 6" WYE 0 A °AT A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDA PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 RED LOBSTER SEAFOOD co. ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009-21 SDP-2009-00043 WPO-2009-00024 44440 0l000 0®m �a.. s � de• ALAN E ° TOWNSEND 40� Lic. No. 029957 A wa 111V 1W Ar ,o VL 0 0 0 S 10 N A L `;N r1� 7 `0 Z 0Y00 0� MARK DATE/DESCRIPTION CLIENT: D/pg��a/ RDEN RESTAURANTS, ! S, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVI L.L.E , VA SCALE NO SCALE CLIENT NO. 40524 JOB NO. 4,09131301 STATUS DATE MARCH 11, 2009 COORD GFJ DRAWN GFJ APPROVED AET z O H (n H � tL z W I-- I-- H I- O = F- H = O W >_ z Q z H 0 W 0 O tL W W m F_ O z }- 9 M O z H 0 O W W Cn W H = CD = i I d X N O O 0 CAI 1-- f r= 0- 0 v IW 4) it 4) .CD M .a 4) 4.4 U. tL E 0 a T I- a 9 19 I U I r M T_ t -C M C 0 CL R M 0 4) I..12 LM Irl 1 O t 6 If- N I!J 7 Ii 0 is 0 a 0 4 > Cf .0 0 W 0 1 11 I= 0 C') r- M 7- M 0 C 0 M L. 0 N U) a -;-: U_ - ... - '2 ? ACRES 19.2T 8H70 PROTO `�, .�...z 3 , } & - RED LOBSTER SIGNSI. z ._ �' ` 25 , _. /` ;�, 1 / 1 .4 4. 1 155 N,v :(; l �` \.e � '/ ��k �, 4 \ ,I at li3 ; t I.. 0A 1.- ' ` _ y `�,` -`- 11 "..' . \ .1/1 ' ' ,� :� r� \� c: I..� c? 5' r s.. ,fir; t t:.• ' .. .,, 13 �P i =,® O ` ;�f/ ^ . i( \ t O r : fir; t. sF :X,:,.. ��- 11 r•, '`�� , o,���\1 % F' / \ h1 G) 'O V_ �� �.- � '� %.."'���) 1, _ l %I, o . '�� 11, .1 , Ref: Untitled Site Layout Plan by GHA Architecture/Development revised May 1, 2008. PROFESSIONAL SERVICE INDUSTRIES, INC. GEOTECHNICAL EXPLORATION SERVICES ENGINEERING - CONSULTING - TESTING Darden Restaurants 2801 ACKLEY AVENUE Red Lobster RICHMOND, VIRGINIA 23228 (804) 266-2360 Chi rlottesville, Virginia DATE: SCALE: PSI PROJECT NO. BORING LOCATION SKETCH OG-18-08 NA 87'8-85096 01 a q W W a a q > 0 fr a T ej UJ m Oto BORING LOG PSI No.: 878-85069 Client: Darden Restaurants, Inc. Location: z F See Boring Location Plan Project: Red Lobster; Charlottesville Latitude: Longitude: Boring No.: B-1 Total Depth: 15.0' Elevation: Started: 6/5/Q8 Completed: 6/5/O8 Station: Offset: Type of Boring: Hollow Stem Flight Auger Hammer: Rig: Driller: Blue Ridge Elevation Depth DESCRIPTION OF MATERIALS (Classification) > a v Blows Per 6-inch A N VALUE (bpo PL %MC LL NWQ o > REGRQD 10 20 30 40 50 60 70 80 90 0.3 3.0 15.0 Topsoil 80 80 100 100 80 +i : +� : -e :® A ;a 21 31 33 31 51 37 37 Residuum - Medium dense light brown micaceous Silty fine SAND (SM), moist Dense to Very dense light brown micaceous Silty fine SAND (SM), moist 9-9-12 10-13-18 10-14-19 8-10-21 10-14-37 Boring terminated at 15 feet Groundwater not encountered i - Water Depth While Drilling: None _. Water Depth at Completion: None Water Depth Delayed: NIA , Cave In Depth: N/A Lo ed B : Pa e Sample Types: Auger Cutting Shelby Tube Split Spoon Hand Auger Rock Core Remarks: Page ? of 1 The stratification lines represent approximate boundaries. The transition may be gradual. BORING LOG PSI No.: 878-85069 Mom' Client: Darden Restaurants, Inc. Location: 0 T a 0 �' n n See Boring Location Plan Project: Red Lobster; Charlottesville Latitude: Longitude: Boring No.: B-5 Coral Depth: 15.Q' Elevation: Started: 6/5/08 Completed: 6/5/08 Station: Offset: Type of Boring: Hollow Stem Flight Auger Harnrner: Rig: Driller: Blue Ridge Elevation Depth DESCRIPTION OF MATERIALS (Classification) � ;, > •q x Blows Per 6-inch A N VALUE (bpt) � PL %MC LL a } n 10 20 30 40 50 60 70 80 90 N > � co REC/RQD 0.3 Asphalt Residuttrn - Medium dense to dense brown fine Silty fine SAND (SM), moist 7-7-10 i 17 28 9-13-15 AL 28 10-18-20 _ ®, ,. 27 6-11-16 13.0 I. :.. --- ----- Dense grey brown orange Silty file SAND 15.0 (S-W, , mottled, moist 9-13-19 32 Boring terminated at 15 feet Groundwater not encountered _V Water Depth While Drilling: None Sample Types: Remarks: V Water Depth at Completion: None 7L Water Depth Delayed: N/A Cave In Depth: N/A Auger Cutting Shelby Tube Split -Spoon Hand Auger Logged By : Pa e Rock Care Page 1 of 1 The stratification lines represent approximate boundaries. The transition may be gradual. Summary of Laboratory Data PSI Project No. 878-85096 Proposed Red Lobster Rio Road Charlottesville, Virginia June 18, 2008 USic Moisture Fines Plasticity Sample Classification Content Content Liquid Limit Plastic Limit index percent Percent B-1 (S-4) SM 13.2 36.8 NIP NIP NIP B-1 (S-2) SM 14.8 37.4 NIP NIP . NIP B-4 (S-1) SM 19.8 43.5 NIP NIP NIP B-8 (S-5) SM 26.9 35.0 NIP I NIP NIP BORING LOG Psi No.: 878-85069 l i I i a /'%�l i to �■ Client: Darden Restaurants, Inc. Location: See Boring Location Plan Project: Red Lobster; Charlottesville Latitude: Longitude: Boring No.: B-2 Total Depth: 15.0' Elevation: Started:/5/O8 Completed: 6/5/O8 Station: Offset: `Type of Boring: Hollow Stem Flight Auger Hammer: Rig: Driller: Blue Ridge :^ r °' Blows Per a N VALUE (bpo o 6) Elevation Depth DESCRIPTION OF MATERIALS °' 'o 6-inch u PL %MC LL N o (Classification) y x a W, 10 20 30 40 50 60 70 80 90 = , in REC/RQD 0.2 Asphalt Residuum -Very dense grey to dark grey brown rnicaeceous Silty fine SAND (SM), 100 17-29-49 .& 78 mottled, moist 100 I00+ 24-50/5 A' 57 13-17-40 8.0 ___________ __ __ __ :c -Very dense tan to brown Silty tine 50/5 - X.PWR SAND (ST'vD, moist .. 5 J ......... : .... : ... 1: ......... 1: .... : .... : .... : .... 100+ 12.0 �I Very dense tan to brown Silty fine SAND (S.ivi), moist 20-29-28 A' 57 15.0 - Boring terminated at 15 feet I i i )i i i i I i i i ) 1 Groundwater not encountered 11 V Water Depth While Drilling: None Sample Types: Remarks: _T Water Depth at Completion: None -7 Water Depth Delayed: N/A Auger Cutting Shelby 'rube Cave In Depth: N/A Split -Spoon Hand Auger 1 Logged By : Page Rock Core Page 1 of 1 I tie siratint:ation ones represent approximate oounoanes. i ne transition may oe gralouai. BORING LOG PSI No.: 878-85069 Mom' Client: Darden Restaurants, Inc. 0 T 0. O t c w y w n n Location: See Boring Location Plan Project: Red Lobster; Charlottesville Latitude: Longitude: Boring No.: B-6 Total Depth: i15.0' Elevation: Started: �/5/08 Completed: 6/5/O8 Station: Offset: Type of Boring: Hollow Stein Flight Auger Hamner: Rig: Driller: Blue Ridge Elevation Depth DESCRIPTION OF MATERIALS (Classification) c . o a x z9 Blows Per 6 inch A N VALUE (bpo PL /°MC LL y ° 10 20 30 40 50 60 70 8U 90 N o y REC/RQD 0,2 3.0 8.0 13.0 15.0 Asphalt 70 80 80 80 1► a A e 21 28 26 70 00-F� Residuum - Medium dense tan to light brown Silty fine SAND (SM), moist - ---- -- Medium dense orange to light brown Silty fine SAND (SM), moist 5-8-13 6-11-17 7-12-14 Very Dense orange and light tan to grey fine Silty fine SAND (SM), moist •'I• - 24-33-37 PWR - Very hard white fine Sandy SILT (ML), moist 9-34-50/5 Boring terminated 1 o g ►t 15 feet GTOUndwater not encountered V Water Depth While Drilling: None Water Depth at Completion: None -7 Water Depth Delayed: N/A Cave In Depth: N/A Logged B: Page Sample Types: Auger Cutting Shelby Tube Split -Spoon Hand Auger Rock Core Remarks Page 1 of 1 The stratification lines represent approximate boundaries. The transition may be gradual. -I------- - BORING LOG PSI No.: 878-85069 Mom' Client: Darden Restaurants, Inc. Location: See Boring Location Plan Project: Red Lobster; Charlottesville Latitude: Longitude: Boring No,: B-3 Total Depth: 15.0' Elevation: Started: 6/5/08 Completed: 6/5/08 Station: Offset: Type of Boring: Hollow Stem Flight Auger Hammer: Rig: I Driller: Blue Ridge Elevation Depth DESCRIPTION OF MATERIALS (Classification) s~ N > � o X Blows Per 6-inch 4 u � N VALUE (bpt) ° P]L /oMC LL N o 0 o } � r� RECIRQD 10 20 30 40 50 60 70 80 9U 0.3 Asphalt Residuum - Medium dense brown Silty fine SAND (SM), moist 5-5-8 :0 13 3.0 _ _ Mediurn dense grey to tan Silty tine SAND 5-8 9 (SM), moist ,&: 17 6.0 _____ __ ___ _ __ 8-7-10 _ __ Nleditt n dense orange Silty fine SAND (SM), moist �: 17 ® 20 7-8-12 13.0 PWR - Very dense black and blue to grey 15-41-50/5 Silty fine SAND (SM), moist 1U0+ 1$.0 Boring terminated at 15 feet i I I i i i i 1 1 Groundwater not encountered a Water Depth While Drilling: None Sample Types: Remarks: _T Water Depth at Completion: None i -7 Water Depth Delayed: N/A Cave In Depth: N/A Logged By.: Page Auger Cutting Shelby Tube Split -Spoon Hand Auger Rock Core Page 1 of 1 u 0 W J I m i ne siraancation ones represent approximate oounaanes. i ne transition may oe graauai. BORING :LOG PSI No.: 878-85069 i 0 9% &%- I. %--P/ Client: Darden Restaurants, Inc. Location: See Boring Location Plan Project: Red Lobster; Charlottesville Latitude: Longitude: Boring No.: B-7 'Total Depth: 15.0' Elevation: Started: 6/5/08 Completed: 6/5/08 Station: Offset: Type of Boring: Hollow Stem Flight Auger Flammer: Rig: Driller; Blue Ridge Elevation Depth DESCRIPTION OF NIXFERIALS (Classification) i', , °' x Blows Per 6-inch A N VALUE (bpi) ° P[L /oMC LL n 10 20 30 4U 50 60 70 80 90 N o > o RE, 0.3 8.0 12.0 15,0 1. Residuum - Medium dense orange Silty fine Sand (SM), moist NlediUrn dense to dense brown Silty fine SAND (SM), moist A: : ♦ 16 34 25 52 100+ 7-6-1U 10-17-17 8-9-16 Very hard tan orange grey SILT (vfl,), mottled, moist 14-2U-32 PWR - Very hard tan orange grey SILT (ML), mottled, moist 16-27-50/S Boring terminated at 15 feet Groundwater not encountered 2 Water Depth While Drilling: None Water Depth at Completion: None Water Depth Delayed: NIA Cave In Depth: N/A L ed By: Page Sample Types: Auger Cutting Shelby Tube Split -Spoon Hand Auger Rock Core Remarks: Page 1 of 1 The stratification lines represent approximate boundaries. The transition may be gradual. 1P a U) I F i q I I u I cc LU i ,�1 BORING LOG P.cT N,, - R'79_9S1169 ®Mr ■�� � 1/ �'■ Location Pharr . Longitude: Client: Darden Restaurants, Inc. Location: 0 c� a 0 a z n m O x o �, ;' See Boring Project: Red Lobster; Charlottesville Latitude: Boring No.: B-4 `Total Depth: 15.0' Elevation: Started: 6/5/08 Completed: 6/5/08 Station: Offset: Type of Boring: Hollow Stem Flight Auger Haumter: Rig: Driller: Blue fridge Elevation Depth DESCRIPTION OF MATERIALS (Classification) z v o ^ 8 r� x �--� Blows Per 6-inch q A N VALUE (bpo . PL %MC LL• 0 ':T N o o cri REC/RQD I n 10 20 30 40 50 60 70 80 90 0.2 3.0 6.0 8.0 13.0 15.0 Asphalt s ®� :� 21 26 23 24 00+ 43 :N - Residuum - Medium dense grey brown to tan Silty fine SAND (SM), moist 6-11-10 Very stiff brown fine Sandy S1LT (IbII), moist 7-9-17 Mechu n dense orange tan Silty fine SAND ;'. (S1V1), moisi - - ----- - Medit.tm de' e dark brown orange Silty tine SAND (SM), moist 6-10-13 8-8-16 PWR - Very dense dark grey to light grey brown micaeeous Silty fine SAND (S-M), moist 27-50/5 Boring terminated at 15 feet Groundwater not encountered a Water Depth While Drilling: None _T Water Depth at Completion: None Water Depth Delayed: N/A Cave In Depth: N/A Logged By: Page _ Sample Types: Auger Cutting Shelby Tube Split Spoon I Hand Auger Rock Care Remarks: Pay The stratification lines represent approximate boundaries. The transition may be gradual. BORING LOG PSI No.: 878-85069 e1of1 I 1 I I i a ' /% AM ■ % E iLocation Plan Client: Darden Restaurants, Inc. Location: See Boring Project: Red Lobster; Charlottesville Latitude: Longitude: Boring No.: B-8 Total Depth: 15.0' Elevation: Started: 6/5/08 Completed: 6/5/08 Station: Offset: Type of Boring: Hollow Stem Flight Auger Efammer: Rig: Driller: Blue Ridge Ele ration Depth DESCRIPTION OF MATERIALS (Classification) v > � v G Blows Per 6-inch a v A N VALUE (bpt) PL %MC LL N o v o > �n REC/RQD 10 20 30 40 50 60 70 80 90 0,3 13.0 - 15.0 Asphalt :s �.. • s W; 19 23 18 21 18 35 Residuum - Medium dense red Silty fine SAND (SM), moist :.� 10-8-11 13-9-14 7-7-11 7-9-1`l Very stiff brown orange SILT (NIL), moist _ 8-8-10 Boring terminated at 15 feet Groundwater not encowitered The stratification lines represent approximate boundaries. The transition may be gradual. __ ____ A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 RED LOBSTER SEAFOOD CO. 'k" ALBEMARLE CGUNTY PLAN NUMBERS: ARB-2009-21 SDP-2009-00043 WPO-2009-00024 g UT 1 r r� \� CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RE® LC�3STER RESTAURANT SASH I nN SC�UARE FALL CHARL®TTES�/I LLE , VA SCALE NO SCALE CLIENT N0. 40524 J OS NO . 409131301 STATUS DATE MARCH 11, 2009 COORD PSI DRAWN PSI APPROVED PSI bAdmalk L4 I I � /-,7 7 '? U 'off' � a z O CD M M LU C_ z Lu F_ F- = F- n O = F- M O LL z a z H 0 LU U 0 O = a LU LU m F- O z 9 C0 CD z 0 0 0 Lu > = LU C0 LLI = 0 F- cD J J Q 0 `J O O O N F— = 0 H CL O U C d 0 aC W .s m 14.0 C .h. a rs 00 0 r- O If- 0 N LfiI - A U d 1 r T J 1 Ir- a M r- vO C i ee a O V 0 d N. M Ir- - 0 T- o W cc G U v C Q Q d W 0 cc s U cc Irl M M o 0 CC d M ca Rr Ln 0 d U. --<�A -1 . L: . . C� , - . . . \ 1J . '' .., . . :, . / . - — . . / z .\ / �`\ .: - \ . . . .." ° Y�� D° \\ '/ \ \� ° G1/\ \p ., \ '___�_ 1�to �k�� �--�---,� XISTING SOD IN THIS AREA TO o �!� 5\ .. . . .. . ' _= :: ` :' ::: TRAFFIC \ .� .. ; ',! ,..- SIGN REMAIN . REPLACE AS NECESSARY WHERE DISTURBED \� ° W'D F \G� , 41 rr� ^ . PP p�� - - . . . I " , (�, t9.,.* ..:...... �, B \ \� � . - . / I�',_.::::.. APPROX, LOCA TION OF ° c 1, �F __�S,*** \ Un t ,,: ' - EX. l0' CENTEL OF L'P #v- \\� ..: Ail \ a VT; UL I - ; ;:.... :.' . _ � \ �� VIRCINIA E5M T \` ° ° 7494 \ < \ .....' .� D.B.565 PC I69 ?�k` . EX. SHRUBS/HEDGE � ' . ° \ 4i9 \ . \ :r\, TO REMAIN \ \ �10&► i \ _� ) I ��\ -� +n EXISTING LIMITS \ \, \\�� \ / ° D . . . . . 0 os s r . . ,�. �` ,U- �Q PR P ED LIMIT ' ��'�,� 5 .. EEN MAS ` ',�\\ R/W \ VDOT _ j uo u RED MA, 2E \ .... \ TRENCH EDGING �>� ^�\ �` �� \ �l.- c-" OP TREE \� �/ I . ', p \ ry 1� �[RRED \�\ 7/GN ° . \\ \\ C \� i \\\ - __ �, :� � SOD �y / v VACIL T p/ /J ° / / -. . . .. ♦ 5/Gnl �o SITE AREA LINE o ' ', � `TRENCH DGING \ _ PER TREE CANOPY :(. . . . . . . - .. ° . T SOD ,,': c1:r --�_ \ . ' `3 CALCULATIONS . . " . 0 c \ ° . .. .. . .. to . " .�� \ � . . . . +� j EXISTI NG THE TQ REM IN, . l I :.: ' ,.�. .. LLl TYP I C� �,6. d. \^ . ... . 1 SOD ::•:.\:�:,.T: ` . r� 10' PARKING �\ . EXISTING S RUBS �►ND UND' - _` COVER IN T ESE ISLANDS . i 20 i \ , 1- ' . - SETBACK . .. . . .. .. BE REMOVED AND REPLACED AS �`' . ... ASSUMED LOCATION OF ��- � • \�: ------ ..::...:..,...., _..,. SHOWN .. ...:: '.:'. .,EX.` l5' PUBL lC 5ANI TAR r . `�' EX . SYCiAMO E TRENCH EDGING;_,_. SOD S ♦`'•:" ;-'::•:' SETBACK .'5EG�ER "ESIYI. T ' . , RECORDING INFORMA TION APPRox. LOCH TioN of �- ;:�•:.::''.. �::.. ��,\ EXISTING OAK REMOVED AT DIRECT . �' EX. l0' VEPCO E5M'T " " NOT A VAILABCE \,.y VDOT DUE TO TAKING OF ADDITION, . . .. ` D.B. 6 90 PG. 651 \ ;' ':'Y .::, - ... �-. 1J .. .. , .. .f .. /. -� . 1 •:, ��\ OAK REPLACED WITH NEW RED MAPLI \I. -� . .. � SOD ., : r. �\ .. . SITE REA SOD'' �-\ . PER T EE C�NOP L � \� CALCULATIONS ;;':.: ,: ; � T�-I/ / �C .. ; PROPOSED .20...' WIDE SANITARY ���� �� �, I pp \ �i \� 5/c�N �n - TRENCH 9C,ING y . SEWER EASEMENT.. C cn z . p \ TRENCH EDGI' 4J X: SYCAM r \'\ r1.\� �\ . ' . , SOD `., \ ?:.. ,,� APPROX. LOCATION OF .. T:: ��� Ex. 15 UFILITr E5r1 T Ll :.. .:--- :., .,:.;: �: : •.:.:� � • D B. 729 PO 6 77 :. . -' ....:.... / TRENCH DG NG / ����"� � '\�. . (_ :.: . ( -� i i� ) I :, 0 1 T�' �\ - .S �, .-.,._ 'j E FL. DOGWOOD k \ P \ . EXISTI ABAPPLE TREE REMOVED AT l \ % v;: / •\ r ^\ . r /��t� �� �' DIRECTI 0 OT •$ . U� ( r TAX MAP 61 122A v J , RI ROAD # .. E 0 O D SHOPS- LLC v-pr I/ I/ F DB. 3349 PG. ' 687 . ( ) 6 ZONED: C1 USE: UNDER `� 1 �� a - N TR I L CO S UCT ON L \1 �� J I PARCEL 1 , V) i ..:1 SAMUEL J. JOSEPH., .JR.. � AND JANET A. JOSEPH � I . DB. 3349 P 69.1 . —1 G �6 ( ). �C EX FL. D G ... . C . C un S 1 . . . / .. --ram I fF 1 E _ _ �� '=' �— — -- � . I /�F�'i '� '> +n . - . EXISTING TR E T BE REMO ED `' �� I rJ SS — S I ---- SS ---- J , / TAX MAP -1 E�61 SON NATIONAL BANI (DB. 479 PG. 2' ZONED: CO USE: BANK PARCEL 2 NATIONAL BANK TRUST COMPAN (DB. 3349 PG. E VEPCO rf TREE CANOPY CALCULATION TABLE: 44 1 I EXISTING TREE TO ' BE REMOVED 1 /. EXISTING MAJOR TREES TO REMAIN: 3 EX. CRAPE MYRTLE TO REMAIN X 77 SF X 1.25 FACTOR = 96 SF 6 A+',�ERICAN SYCAMORE TO REMAIN X 1253 SF X 1.25 FACTOR = 93398 SF 4 FOSTERS HOLLY TO REMAIN X 16 SF X 1.25 FACTOR = 80 SF 1 SUGAR MAPLE TO REMAIN X 195 SF X 1.25 FACTOR = 244 SF 2 RED MAPLE TO REMAIN X 397 SF X 1.25 FACTOR = 992 SF 2 CRABAPPLE TREES TO REMAIN X 99 SF X 1.25 FACTOR = 247 SF 7 WASH. HAWTHORNE TO REMAIN X 145 SF X 1.25 FACTOR = 1268 SF SUBTOTAL MAJOR TREES TO REMAIN: 12,325 SF PROPOSED TREES PER PLANTING SCHEDULE THIS SHEET: 8 RED MAPLE X 397 SF = 317E SF 13 LONDON PLANETREE X 368 SF = 4784 SF 5 CRABAPPLE TREES X 129 SF = 645 SF fi FOSTERS HOLLY X 16 = 96 SF SUBTOTAL PROPOSED TREES: 8701 SF TOTAL TREE CANOPY POST -DEVELOPMENT: 21,026 SF (EXCEEDS REQUIREMENT OF 91975 SF FROM CALCULATION) _ / 14;' 14. •• .� O 1 / _�� 2 1 I \ ,. so r C D OGWOOD 1 T .o :..—1 ..: :::: .::, fi \ :^:.''•`:':> 3 EXISTING CRABAPPLE TREES a...u.. :- i } o %� o o:. k k \ o - k :. I '..::� ... --..-.,-::--, 0 / � o _ ` .Y + .. ALL EXISTI�1 ';.: 3 11. '`� . - PLANTINGS IN HIS '_' `� ... BUFFER TO RE IN - u �,'" .-. 0 ;.;:..:.` EX. 3 COMPACT JAPANESE H LLIE X FL. DOGWOOD 4—SOD PROPOSED 4 k. -- RESTAURANT ` EX RED CEDAR :`.:' `:.' . ° =''- ^— —: ' r EX. WASH. HAWTHORNES :, 1 F I-...:'-' .. 1 \ _,.....!_,_. ..4' .. k 1'.:::,: PUBLIC •..$•-': I --:1 T °:.\- i:.: ' It. -I...... . ) - �. I J i : f �.... ....1. I ,��� ....1. '... - ... , .. I \ -- :- ri ; � —. �V, �' . ��' �` r `. v��'v` 'A v ;M r; ,.. + :: �� \ G r , "I ' 4i la ce s 1 ` : • \ �: .�` � L, a .- / s .r ... �� I i �.- �� ];> f\ :' '.. r l .. TRENCH EDGING :.. _.... :: �' k1 •'k �'/ •\t \ «- L r \ :. :� \ I .. . x 3 .y� i 1' g � :'s,1 A r.n .g f. � � ., j r . I•. a :t t..xLr..+.-.I' t ♦ i 2� � \I.1 s I S x a3 t f �.. _ J �. ry `' x' \ f Jd - 41A, } n — --1 C p a i G <r r w'� %.. r :::�I \' \` — - - -\.,* . . \' Y% :'J _ 3:'. 7jy 11 1 .�. _ �..t. .; r:Ic .. . ... :5.:;, b ...::. ..:;A ,?C=t v.v.� Nl ,t Y'W y ;t i."_ ..P ..a...n .....•...z._.: , ...i._c..a.. ,siJ1' ' . •".[:.,t,.,.,...:1,1 t p .`... `{ 't1 s SO D ,\' O�µ \' : - EX. 3 COMPACT JAPANES 0 I S _ r EHLLE �. � • . . i �� ) �� \I �� s SOD94 i ^�� Y '�a—s' - �ir-a_-�.sse' 5i'1 i'•' r ...)'." `.: -- . ... r �.� U _ N �\ \ �\ \ 1;? \ „: \\ SITE AREA LINE PER TREE CANOPY I� ���� a� EX. VIRGINIA PINES �� +, ____� to , 7 \\� CALCULATIONS l SOD \.. >r.>'. .� .a,:,: I' -. L. °` . 1 I I � I I I I� I ., I o /4" ...., EX. SYCAM I s� J' �\ S 110, STEEL EDGIN ALL EXISTING PLANTINGS IN THIS AREA TO REMAIN TAX MAP 61 - 132 CV ASS CIATES (DB. 1908 PG. 726) ZONED: PDSC USE: SHOPPING CENTER PARCE IL D CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 252) T5P . .. `I . . _ ° DUE TO TAKI NG OF Q AL R W: .F� LACED WITH NEW SPRING ° A A T/ON OF APO . L GL OW CRA APP, - N RAY P R X :'` _ 'R EX. I5' CENTEL OF �' VIRCINIA E5M'T l..' _ D.B. 565 PG. I6 9 1 OD ,,_'�I11, i� \\ i SOD /` I-/1L� _`. , �_ \ _1 - N � G 6„ I� I EX. 5' TeLL ONYMUS HEDGE / � \ EX. WASH: HA HORNES / - ° '.°�\ O S \ �. � D - 0 & . ° \ / \ ° O O �/ / ,� p ° X. BLUE PACIFIC JUNIPER MASS -, O %; 11 , ° � O, �\ �v v - y M\ \° _ _ \ 4 \ i / i x `/ Q�� \ Z" \: �// \ - /% J LP / K`pl/ EX. MAPL 0\ , 50 ��4 ! .. 1 �_ p, - o 'O V� v \, \ \ - =O q. '. 11 °O .. oO e ° h \ t O ° ;C \ ' O -S , O J \ �J l l O t r C V U L v , \ � J O- f k \' s 1 1 -� O l l L - I ! f� (i l ql O I J J O r R ` I l L l \ •� V \• O° • � i O cr L' 0 °� �11 6 ° 1 O + _t APPROX. �i H p LOCA TION OF '� � EX, 15, 7 Q ° NA TERL INE p O E5M'T - a ojf D.B. 729 PG. 677 . J Ioa. OO1 01 � J O°O cr (1°O MT o O TAX MAP # 61 -132 CV ASSO CIATES ES LF I / (DBZON 1908 D• PDSC 26) 12" i Or // Cd Atoi� 4:_f, 'T Q V qv v IT USE: SHOPPING CENTER PARCEL D CHARLOTTESVI LLE FASHION SQUARE (DB. 1536 PG. 262) STEEL (EDGING � / \ ;^, EX. SYCAMORE 2/r II I sue, I / l� o ' I EX. �TERS HO �. �` I •So \ \\ _'' ; SITE AREA LTNE` �i "' 1 E PER TREE CANOPY'\, S 1 �\ / 10 . CALCULATIONS o" 1 E, osTERs H ' ,, \ I 1.. \ ALL EXISTING / • fj:l'� � PLANTINGS IN THIS ��.v 50 / o � ♦ \ BUFFER TO REMAIN \ �i I I � \'o ` ' ` % � E . CRAE M / LE \- , PHOT N S �� EX. 3' COMPACT J PANESE HOLLIES '� \,3 � �/�/ � / � } I , \ ' 6" / - `+ so \ � ll0 , 44P " // I II = `— 1 �11 / CRAPE MY � � v_0__� �D 24" o O U—a- - / 50 tee: // Ex. SYCAM O ,� CONCRETE—QI -�c� O © o �-; �G�'-� p �' O_ \ o O O U v O O O O O O �(�,O 6t -_ � CfYAPE r 0 0° o 0 0 _ 1 0 0 o C0 -RE- - o' S D -- __ D_/ ,/ / �D -, T go- - M _ _ i� _ SD - ` _ � _ ----- � / TRAFFIC EX CMG EX. PHOTINIAS \-- \\ ' SIUN \\\\ SITE AREA LINE4 1��� �� PER TREE CANOPY 6> \ �- CALCULATIONS\ "I - \�\� 0 \ "I - /y. I MALL DRIVE APPROX. LGL'A TION OF �,/1, (PRIVATE) � EX, l0' VEPCO E.5M'T ' � D.B. 690 PG. 651 3�: I� // *_1 C_Q \ EX. C =G \ NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY, AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. /v\ GRAPHIC SCALE — __ �_ `1.� oQ'L� 20 ' 0 10, 201 . /-'\1 INCH = 20 FT , ( I I\ NOTE: THIS SCALE APPLIES FOR 30"x42" SHEETS ONLY I I lit PLANT SCF--DULE BOTANICAL NAME SIZE CONT. REMARKS SYMBOL ABBR QNTY COMMON NAME TREES ACER RUBRUM 'OCTOBER GLORY' 12'HT B&B CANOPY TREE - SPECIMENS ( ) ACRU g OCTOBER GLORY RED MAPLE . 3.5"CAL 5' CLEAR TRUNK (_", PLATANUS X ACERIFOLIA 12'HT B&B Tr�EE - SPECIMENS ,CANOPY PLAC 13 LONDON PLANETREE 3"CAL 5' CLEAR TRUNK MASP 5 MALUS X 'SPRING SNOW' SPRING SNOW CRABAPPLE 10'HT 2"CAL B&B/ CONT. FLOWERING TREE 4' CLEAR TRUNK - SPECIMENS STY) 3 STYRAX JAPONICA JAPANESE SNOWBELL 6'HT B&B/ CONT. FULL SPECIMENS �N . THUJA OC�IDENTALIS EMERAL6'HT B&B/ STHOC 10 EMERALD GREEN COMPACT ARBORVITAE CONT. ILAT 5 ILEX X ATTENUATA 'FOSTERI' FOSTERS HOLLY 8'HT B&B/ CONT. EVERGREEN TREE SHRUBS &GRASSES AZHY 27 AZALEA HYBRIDA 24"HT 5 GAL EVERGREEN ONLY - SELECT BLOOMS HYBRID EVERGREEN AZALEA RED, WHITE, &GOLD I I CALAMAGROSTIS X KARL FOERSTER II 24 HT 3 GAL GRASS ACCENT CALA 16 KARL FOERSTER REED GRASS • HYQU 3 HYDRANGEA QUERCIFO LIA II 24 HT 7 GAL WHITE BLOOM OAKLEAF HYDRANGEA C ILGL 67 ILEX GLABRA 'COMPACTA' 24"-30"HT 7 GAL EVERGREEN COMPACT DWARF INKBERRY ILEX CRENATA 'ROTUNDIFOLIA' 24"HT 5 GAL EVERGREEN COMPACT 0 ILCR 63 ROUNDLEAF JAPANESE HOLLY JUNIPERUS CHINENSIS 'SEA GREEN' 24"-30"HT 7 GAL EVERGREEN SHRUB JUPF 4 SEA GREEN JUNIPER U. LIJA 26 LIGUSTRUM JAPONICUM 'ROTUNDIFOLIUM' 24"HT 3 GAL EVERGREEN ROUNDLEAF JAPANESE LIGUSTRUM PENNISETUM SETACEUM 'RUBRUM' 24"HT 1 GAL GRASS ACCENT (�) PESE 21 ROSE DWARF FOUNTAIN GRASS ORNAMENTAL oo RHPJ 37 RHODODENDRON 'P.J.M.' 2411HT 7 GAL/ EVERGREEN ORNAMENTAL P.J.M. RHODODENDRON B&B ABELIA X. GRANDIFLORA 'COMPACTA' 24"HT 5 GAL COLORFUL ORNAMENTAL ABEG 42 DWARF GLOSSY ABELIA jl� TASE 17 TAXUS X MEDIA 'SENTINALIS' 3611HT 7 GAL/ DARK EVERGREEN SHRUB SENTINEL YEW B&B TADE 72 TAXUS X MEDIA 'DENSIFORMIS' 24"HT B&B EVERGREEN SHRUB ki DENSE YEW GROUNDCOVERS ANNU 35 SEASONAL ANNUALS 1211O.C. 4" POTS SEE DETAIL L-03 BEST AVAILABLE * JUCO 89 JUNIPERUS CONFERTA 'BLUE PACIFIC' 18" SPRD 3 GAL EVERGREEN GROUNDCOVER BLUE PACIFIC JUNIPER OO HEMA 120 HEMEROCALLIS 'RUBY STELLA' 15"HT 1 GAL RED REPEAT BLOOMER RUBY STELLA DAYLILLY Q LIMU 255 LIRIOPE MUSCARI 'BIG BLUE' 15"HT 1 GAL FULL EVERGREEN GROUNDCOVER BIG BLUE LILY TURF NAHA 53 I I NANDINA DOMESTICA HARBOUR DWARF 11 1 HT 5 3 GAL L RF L EVERGREEN CO 0 U HARBOUR DWARF NANDINA ORNAMENTAL ACCENT FE E BLEND SOD OR MATCH EXISTING DEVELOPMENT SCU THICK SOD S DENSE, SOD ' MULCH SHREDDED HARDWOOD MULCH APPLIED AT 2" TO 3" THICKNESS PLACE IN ISLANDS & BUFFERS CHANGE MUST BE APPROVED BY OWNER REPRESENTATIVE RIVER ROCK 2"-3" WASHED RIVER ROCK APPLIED AT 3"-5" THICKNESS SEE DETAIL L-01 CHANGE MUST BE APPROVED BY OWNER REPRESENTATIVE 0BLD 18 GRANITE BOULDERS, 20"-30" SIZE BURY 1/3 OF STONE FOR ROUNDED GRANITE- CLUSTERS OF 2 OR 3 NATURAL LOOK DLR 3 DECORATIVE LAWN ROCK SEE DETAIL L-06 5'-8'(L) 1.5'-2'(W) 10"-15"(H) METAL PLANTING BED EDGE (AT BLDG AREA AND WHERE NOTED ONLY) SEE DETAIL L-02 OUTER AND BUFFER PLANTINGS MULCH EDGES TO BE DUG TRENCH TYPE PLANT SCHEDULE NOTES: 1. TOTAL NUMBER OF PLANTS SHALL BE VERIFIED ON THE LANDSCAPE PLAN. IF PLANT TOTAL DIFFERS FROM THE SCHEDULE THE PLAN SHALL GOVERN. 2. CONTAINER SIZES SHOWN FOR PLANTS ARE A MINIMUM SIZE. THE PLANT HEIGHTS FOR EACH SHRUB SHOWN MUST BE MET WITH WHATEVER CONTAINER SIZE• OR B&B IS NECESSARY AT THAT TIME BASED ON AVAILABILITY. COUNTY CODE LANDSCAPE REQUIREMENTS: 32.7.9.E STREET TREES: STREET TREES SHALL BE PLANIED ADJACENT TO PUBLIC STREET RIGHT-OF-WAY ON E.C. ONE (1) LARGE STREET TREE SHALL BE REQUIRED FOR EVERY THIRTY-FIVE (35) FEET OF ROAD FRONTAGE. NORTH BUFFER: ADJACENT TO ENTRANCE CORRIDOR AND PUBLIC R/W (RIO ROAD). 1 CANOPY TREE REQ. PER 35 LF, FLOWERING TREES INTERSPERSED AMONG TREES. 330 LF=9 CANOPY TREES REQUIRED: 8 NEW AND 1 EXISTING PROVIDED. 5 NEW UNDERSTORY TREES, 2 EXISTING. 32.7.9.7 PARKING LOT LANDSCAPING: 1. INTERIOR LANDSCAPING: AN AREA EQUAL TO 5o OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREA SHALL BE LANDSCAPED WITH TREES OR SHRUBS. 49,655 SF PARKING AREA X .05 = 2,483 SF REQUIRED INTERIOR !ANDSCAPE AREA PROVIDED: ±13,200 SF 2.:1 LARGE OR MEDIUM SHADE TREE REQUIRE) PER 10 PARKING SPACES 134 ''AAKING SPACES / 10 = 14 TREES REQUIRED 26 EXISTING TREES TO REMAIN + 17 TREES PROPOSED = 43 TREES PRjVIDED 3. WHEN PARKING LOT IS LOCATED SUCH THAT THE PARKED CARS WILL BE VISIBLE FROM A PUBLIC STREET, THEN ADDITIONAL LANDSCAPING OF LOW STREET SHRUBS SHALL BE REQUIRED. SHRUBS SHALL BE IN A SINGLE ROW PLANTED 5' ON CENTER. NORTH BUFFER: ADJACENT TO PUBLIC ROW (RIO ROAD). SHRUB HEDGE PROVIDED. 32.7.9.9 TREE CANOPY TEN (10) PERCENT TREE CANOPY FOR A SITE TO BE DEVELOPED WITH COMMERCIAL, OFFICE OR INDUSTRIAL USES. SITE AREA* = 2.29 AC X .10 = 9,975 SF TREE CANOPY REQUIRED *NOTE: SEE PLAN FOR SITE AREA LINE TO BE USED FOR TREE CANOPY CALCULATIONS 21,02E SF OF TREE CANOPY PROVIDED- SEE TABLE THIS SHEET TREE REMOi/AL &REPLACEMENT: TREES TO BE REMOVED: 16" EVERGREEN TREE 12" EVERGREEN TREE 9" & 4" EVERGREEN TREES 4" & 6" DECID, TREES 19" OAK & 9" CRABAPPLE- (VDOT REQUIREMENT FOR NEW R/W) 79" TOTAL CALIPER INCHES TO BE REMOVED TREES TO REMAIN: 23 TREES TOTAL 285" TOTAL CALIPER INCHES TO REMAIN TREES PROPOSED: 21 CANOPY TREES PROPOSED 67" TOTAL CALIPER INCHES PROPOSED CONSERVATION CHECKLIST NOTE: FOR CONSERVATION CHECKLIST, SEE SHEET C2.1: SITE DEMOLITION AND TREE PROTECTION PLAN SHEET. A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009-21 SDP-2009-00043 WPO-2009-00024 MARK DATE/DESCRIPTION I MAY 18, 2009 ARB COMMENTS Q MAY 21, 2009 SITE ENGINEERING A3 DUNE 26, 2009 SDP COMMENTS 4 DULY 17, 2009 ARB/OWNER/SDP COMMENTS QsAUGUST 21, 2009 ARB / PLANNING COMMENTS 7 SEPTEMBER 15, 2009 VDOT COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHIGN SQUARE MALL CHARi�OTTESVI LLE , VA SCALE 1"=20' CLIENT N0. 40524 JOB NO. 409131301 STATUS DATE MARCH 11, 2009 COORD GFJ DRAWN AMS APPROVED JHE SITE LANDSCAPE PLAN - '.a .�eL 1 1 )x�Z? Z 0 H W H W CL z W H CC D O 2 H cr O U_ Z Q Z H 0 W 0 n 0 O Cc: CL W W m F- O Z W C3 Z H Q Cr (7 0 W Cr W W W W F- CD H C� J J Q 0 0 0 CV F— C3 H CL 0 0 c a� a c a, v� m �a c CL E 0 00 0 T 0 T O N �i T d d T J I T O r i 01 C Y i CC a c 0 V cc 0 0 m T r 0 O r N W V U 0 0 a a N a 0 cis s U J O T T O c 49 V L Cd C) Rr Ln 0 u_ A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009-21 SDP=2009-00043 WPO-2009-00024 1,,11/1H p1 p Oo v J. HAMMOND EVE i Cert. No. 508 .: r � r � it y� ►� ,��, �� /$I; C A P E A /®1101+1 UT IL IT 0 O� �O Z \E You MARK DATE/DESCRIPTION Q MAY 18, 2009 ARB COMMENTS Q JUNE 26, 2009 SDP COMMENTS 4 JULY 171 2009 ARB/OWNER/SDP COMMENTS QAUGUST s 18, 2009 VDOT COMMENTS s AUGUST 21, 2009 ARB / PLANNING COMMENTS QSEPTEMBER 15, 2009 VDOT COMMENTS CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVILLE, VA SCALE 1"=10' CLIENT NO. 40524 JOB NO. 409131301 STATUS DATE MARCH 11, 2009 COORD GFJ DRAWN AMS APPROVED JHE BUILDING AREA LANDSCAPE PLAN �-� L 1 z 0 H W W H W CL w F_ F_ H F_ 0 0 F_ H O LL_ z z H 0 lL1 U 0 CL w Uj m H O z Cn C'3 z O 0 LJJ } W W Ll1 U F_ 0 H J J Q N rn 0 0 CV h C'J H CL O U al A m M a) c IL E 0 0 r r 0 r 0 N r .a a� U_ i . r O Cl) r 7 M i Cn C Y i a E c 0 M 0 a� m r r r 0 r N w U V U 0 Q 4 > ai N 0 c� t U J 0 r 0 ar M L. cc N N O LL i U, a \ Un ... � CI I'• U) CL 19.1 nII n � l A55UnED LOCA TION OF -Ex 15' PUBLIC 5ANI -AR i `n . 5ENER -ESM'T RECORDING I1VF0RI'1AT10N NOT A VAILABLE T SE TH l V PROPOSED. 20.1.-- WIDE SANITARY �1 \ . SEWER -EASEMENT. 4jL f i TAX MAP #61 -122A G� RIO ROAD SHOPS LLC (DB. 3349 PG. 687) ZONED: C1 USE: UNDER R CONSTRUCTION.n PARCEL 1 SAMUEL J. JOSEPH., JR. j AND JANET A. JOSEPH. (DB. 3349 PG. 69.1). � E �n R U� TAX MAP 61 —122 JEFFE SON NATIONAL BANK (DB. 479 PG. 205) ZONED: CO USE: BANK PARCEL 2 NATIONAL BANK & TRUST COMPANY (DB. 3349 PG. 691) VEPCG? P,4 D I TAX MAP #61 —132 CV ASSOCIATES (DB. 1908 PC. 726) ZONED: PDSC USE: SHOPPING CENTER PARCEL D CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 262) D APPROX. LGLA TION OF EX. l0' CENTEL OF VIRGINIA E5/ I'T D. B. 565 PG. 16 9 \Aft \ Z 4 \ p -IC 00 �F 14 19.2 \ ° TRAFFIC ?� - UTlL l T VA T TPAFFIC 2. SIGN C� MALL DRIVE (PRIVATE) APPROX. LOCH TION OF EX. I0' VEPCO E5I7'T D.B. 690 PG. 651 TRAI FFIC SIGN APPROX. LOCH TION OF Ely I5' NA TERL INE E5M'T B. 729 PG. 677 TFAFFIC CONTROL L IGNT5 APPROX. LOCH TION OF EX. 15' UTIL I T r E5I'1'T D. B. 729 PG, 6 77 APPROX. LOCH TION OF EX. 15' CENTEL OF VIRGINIA E51-I'T D.B. 565 PG. I69 TAX MAP 61 —1 32 CV ASS CIATES (DB. 1908 PG. 726) ZONED: PDSC USE: SHOPPING CENTER PARCEL D CHARLOTTESVILLE FASHION SQUARE (DB. 1536 PG. 262) GRAPHIC SCALE 20' 0 10, 20' 11 1 INCH = 20 FT IRRIGATION SCHEDULE SYM. DESCRIPTION COVERAGE ❑m TORO TMC-212-ID CONTROLLER Z TORO 250-06-04 SERIES ELECTRIC VALVE 05' TORO 570Z-12P-5Q 5'R Am 5' TORO 570Z-12P-5H 5'R 05' TORO 570Z-12P-5F 5'R 1h8, TORO 570Z-12P-8Q 8'R ® 8' TORO 570Z-12P-8H 8'R 8' TORO 570Z-12P-8F 8'R h 1o' TORO 570Z-12P-10Q 10' R ® 10, TORO 570Z-12P-10H 10'R 10, TORO 570Z-12P-10F 10' R h12' TORO 570Z-12P-12Q 12'R Ah 12' TORO 570Z-12P-12H 12'R 12' TORO 570Z-12P-12F 12'R F_ h 15' TORO 570Z-12P-15Q 15' R Ak 15' TORO 570Z-12P-15H 15'R • 15' TORO 570Z-12P-15F 15' R .A TORO 570Z-4SST 4'x3O' 1h30' TORO R-30 ROTOR, 1/4 30'R • 30' TORO R-30 ROTOR, 1/2 30'R X INDICATES ZONE NUMBER XX INDICATES FLOW PER ZONE (GPM) PIPING NOTE: IRRIGATION LINES LOCATED WITHIN DRIP LINES OF EXISTING TREES SHALL BE LOCATED IMMEDIATELY BEHIND CURB. LIMIT DISTURBANCE OF EXISTING ROOT SYSTEMS. A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 RED LOBSTER SEAFOOD CO. ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009-21 SDP-2009-00043 WPO-2009-00024 MARK DATE/DESCRIPTION Q MAY 21, 2009 SITE ENGINEERING JUNE 26, 2009 SDP COMMENTS 4 JULY 17, 2009 ARB/OWNER/SDP COMMENTS s AUGUST 21, 2009 ARB/PLANNING COMMENTS 7 SEPTEMBER 15, VDOT COMMENTS 2009 CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUAREE MALL CHARLOTTESVILLE, VA SCALE 1"=20' CLIENT N0. 40524 JOB N0. 409131301 STATUS DATE MARCH 112009 COORD GFJ DRAWN AMS APPROVED JHE SITE IRRIGATION PLAN b ��Z-7 z 0 H H W CL z w F- F- H F_ ILL H 0 z a z H 0 w U 0 0 CL w w m 0 z 0 z H 0 0 w W 0 r- z 0 H w CD 0 0 N r 0 H ac r CL 0 U rn V 0 a. E 0 T_ 0 T 0 N Lf T' U_ i 0 Cv) TT o� c L c� a. i� c 0 a r i r 0 0 0 C�V LU U Ad i ai 0 uo y LaC yr- t� Cl) r 0 i M C'V l) 0 U_ 2"-3" SMOOTH RIVER ROCK TAN GREY BLEND ROCK IS FLUSH WITH THE WALK ELEVATION AS SHOWN SIDEWALK AS PER CIVIL SPECIFICATION ° a 0 o�oa o ono° o opoQ Vd . o.a a. o.a a. o.a C. o.s C. ENSURE THAT ALL RIVER ROCK ADJACENT TO THE SIDEWALKS IS FLUSH AND LEVEL WITH THE ELEVATION OF THE WALK. SLOPED OR MOUNDED BEDS THAT ALLOW THE ROCK TO ROLL ONTO WALKING SURFACES ARE UNACCEPTABLE. BUILDING WALL---.,N, VARIES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 00 0 ° 0 0 00 0 ° 0 0 ° \� \ PREPARED SOIL %S\\ PER SPECIFICATION WEED BARRIER FOOTING SEE ARCHITECTURAL SHEETS L�O1 RIVER ROCK INSTALLATION. SCALDNONE ROCK TO APPEAR THAT IT IS SET INTO THE ROCK TO BESET A MINIMUM OF 1/3 OR LANDSCAPE WITH THE SURROUNDING LAWN TO A MAXIMUM OF 2/3 BELOW GRADE. EXTEND TO THE EDGE OF ROCK TO RESEMBLE A NEW ENGLAND LANDSCAPE. BOULDERS TO PLACE FLAT SIDE OF ROCK BELOW APPEAR AS SMOOTH, ROUNDED, AND GRADE OR NATURAL FACE ABOVE GRADE WEATHERED, FREE OF SHARP EDGES. AWN o I �' Lw03 DECORATIVE LAWN ROCK _SCALE:NONE LANDSCAPENOTES. 1. LANDSCAPE CONTRACTOR SHALL MAIN -FAIN THE PLANTINGS AND IRRIGATION FOR A MINIMUM PERIOD OF NINETY (90) DAYS AFTER FINAL ACCEPTANCE, AND WARRANTY ALL PLANTINGS FOR A MINIMUM OF ONE (1) YEAR FROM FINAL ACCEPTANCE BY THE OWNER. 2. ALL TREES LOCATED OUTSIDE OF PLANTING BEDS SHALL BE MULCHED, 4" THICK, IN A 4' DIAMETER CIRCLE AROUND THE TRUNK OF THE "FREE. 3. SUBSTITUTION OF PLANT MATERIALS BASED ON AVAILABILITY, ETC., MUST BE APPROVED IN WRITING BY THE LANDSCAPE DESIGNER OR CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 4. ALL PLANT MATERIAL SHALL COMPLY WITH THE PROVISIONS SET FORTH BY THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1 (LATEST EDITION) 5. PRIOR TO ORDERING ANY PLANT MATERIALS, CONTRACTOR SHALL VERIFY THE SELECTED PLANTS WILL SURVIVE BASED ON LOCAL SITE CONDITIONS / ZONES. 6. ALL DISTURBED AREAS NOT PLANTED SHALL BE SODDED. 7. ALL PLANTINGS AND TURF TO BE IRRIGATED BY A FULLY AUTOMATIC IRRIGATION SYSTEM. SEE SITE IRRIGATION PLAN. 8. LANDSCAPE CONTRACTOR AND IRRIGATION CONTRACTOR SHALL BE THE SAME. WEED BARRIER AND PRE -EMERGENT HERBICIDE RIVER ROCK, SEE PLANTING SCHEDULE TOP OF STAKE TO BE 1" BELOW TOP OF EDGING TOP OF EDGING TO BE 1/2" ABOVE TURF CJ4i U4 U4 U4� ,loop" =N r CQ 4 4 4 cn \/ o /\/\/ LLJ a- \//\\//\\//\\//\\//\\//\\//\\// w z w o \//\\//\\ \//\\//\\//\\//\\//\\//\\� /rr // , /\/\/\/\/\/\/ LU /\\/\\/\\/\\/\\/\\/\\/\\/\\/�\/\\/\\/\\/\\/ DETAIL NOTES A. BED EDGE SE ]ALL BE 5" BLACK COMMERCIAL STEEL EDGING WITH 12" SPIKES AT 3ON CENTER MAXIMUM. B. INSTALL EDGING ONLY IN AREAS TO SEPARATE RIVER FLOCK FROM MULCH OR TURF, EDGING SHALL NOT BE INSTALLED ADJACENT TO PAVEMENT. C. WHERE EDGING TERMINATES AT PAVEMENT, BEVEL OR RECESS ENDS T O PREVENT TRIP HAZARDS. EDGING TO BE INSTALLED WITH SMOOTH FLOWING ARCS, FREE OF SHARP EDGES, METAL BED EDGING. L-02 SCALES NONE le X le X V PLAN LANT SPACING CHART PLANT SPACING ON CENTER X PLANTS PER SQUARE FOOT 6° ONCE TER 4.00 8" ON CENTER 2.25 9" ON CENTER 1 1.75 10" ON GENTER 1.50 1211ON CENTER 1.00 18" N C ENTE 0.50 SPACING SFF PI AN MULCH, SEE PLANTING NOTES. APPLY MULCH BEFORE INSTALLING GROUND COVER OR PERENNIALS. BED EDGE SEE PLAN/PLANTING NOTES PLANTING SOIL MIX, SEE PLANTING NOTES. MIX FERTILIZER WITH PLANTING SOIL AT RATE RECOMMENDED BY MANUFACTURER. REMOVE ALL PLASTIC CONTAINERS BEFORE 1vN INSTALLATION. L .o� GROUND CoVER PLANTING. SCALES NONE Sr_T & MAINTAIN SHRUB IN A (PLUMB) VERTICAL POSITION. REMOVE ALL DEAD & DAMAGED BRANCHES & ALL SUCKER GROWTH. SET TOP OF ROOTBALL FLUSH W/ FINISH GRADE OR 2" HIGHER FOR AREAS THAT HAVE HEAVY SOILS OR ARE POORLY DRAINED, SET BOTTOM OF ROOTBALL ON SOLID GROUND. BUT BACK ALL WIRE & ROPE. PULL BACK TOP THIRD OF BURLAP & REMOVE. SEPARATE & SPREAD OUT ALL NCIRCLING ROOTS. 4" THICK MULCH, KEEP 4" AWAY FROM CROWN FINISH GRADE LCOSEN SOIL MIN. 8"-t2" DEEP W/ ROTO-TILLER OR SHOVEL. ADD NECESSARY SOIL AMENDMENTS AND SLOW RELEASE FERTILIZER. USE ONLY WATER TO SETTLE SOIL. SHRUB PLANTING LTV �.i SCALES TONE SET &MAINTAIN TREE IN A (PLUMB) VERTICAL POSITION, REMOVE ALL DEAD &DAMAGE BRANCHES &ALL SUCKER GROWTH. DO NOT CUT CENTRAL LEADER. 4" THICK MULCH, KEEP 6" AWAY FROM TRUNK FINISH GRADE TEMPORARILY BRACE TREE WITH 3 GUY WIRES ATTACHED TO TREE W/ A FABRIC TREE STRAP, ANCHOR GUY WIRES INTO GROUND SECURELY WITH WOOD STAKES PLACED OUTSIDE OF THE MULCH BED. REMOVE ALL STAKES, STRAPS, AND GUYS AFTER (1) YEAR. SET TOP OF ROOTBALL FLUSH W/ FINISH GRADE OR 2" HIGHER FOR AREAS THAT HAVE HEAVY SOILS 0 ARE POORLY DRAINED. SET BOTTOM OF ROOTBALL ON SOLID GROUND. --CUT BACK ALL WIRE & ROPE. PULL BACK TOP THIRD OF BURLAP & REMOVE. SEPARATE & SPREAD OUT ALL ENCIRCLING ROOTS. -- LOOSEN SOIL MIN. 12" DEEP W/ ROTO-TILLER OR SHOVEL, ADD NECESSARY SOIL AMENDMENTS AND SLOW RELEASE FERTILIZER. USE ONLY WATER TO SETTLE SOIL. -1 1=1 I —I I la 11=1 I Ia I—ih/�`1=111=1 11=1 11=1 � III —III —I 11-- iM LCH BED MIN. 2 X BALL DIA. FOR LAWN AREAS PLANTING 33OIL 5 X BALL DIAMETER TREE PLANTING. L-06 SCALE: NONE 1804 POP-UP SPRAY HEAD ❑N SWING PIPE N.T.S. PIPE SWING J❑INT N.T.S. IB12 POP-UP SPRAY HEAD ❑N SWING PIPE & FITTINGS (SIDE INLET) N.T.S. cq �-,ODouono^�Oo�nnOoa�Fo�Ooc,--�OoO�oSr o) D�S2' PEB-100 ELECTRIC VALVE IN BOX N.T.S. IRRIGATION NOTES: 1. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR A FULLY FUNCTIONAL AUTOMATIC IRRIGATION SYSTEM FOR THE ENTIRE PROPERTY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO IRRIGATION HEADS, PIPING, CONTROL VALVES AND A WEATHER-PROOF AUTOMATIC SPRINKLER TIMER SIZED FOR THE APPROPRIATE NUMBER OF ZONES. 2. IRRIGATION DESIGN ASSUMES DESIGN PRESSURE OF 50 PSI AT THE POINT OF CONNECTION AFTER THE BACKFLOW PREVENTOR. IRRIGATION CONTRACTOR SHALL CONFIRM PRESSURE AND ADJUST DESIGN ACCORDINGLY. 3. ALL IRRIGATION LINES 1" DIAMETER AND UNDER SHALL BE CLASS 315, SDR 13.5, OR AS REQUIRED BY LOCAL CODE. LINES OVER 1" DIAMETER SHALL BE CLASS 200, SDR 211 OR AS REQUIRED BY LOCAL CODE. 4. ALL IRRIGATION LINES SHALL BE BELOW THE FROST LINE. LATERALS SHALL HAVE 12" (NIIN) COVER AND MAIN LINES 18" (MIN) COVER FROM FINISHED GRADE. LINES UNDER DRIVES OR PARKING SHALL HAVE 24" (MIN) COVER TO TOP OF PIPE. 5. ALL SLEEVES TO BE SCHEDULE 40 PVC FOR BOTH WATER LINES AND CONTROL LINES. 6. ALL SLEEVES TO EXTEND 12" (MIN) BEYOND BACK OF CURB OR WALKS. 7. ALL IRRIGATION HEADS ALONG PARKING AREAS SHALL BE A MINIMUM OF 12" FROM BACK OF CURB. 8. RADIUS OF THROW MAY BE ADJUSTED AS NEEDED WITH USE OF RAINBIRD P.C.S. CONSULT RAINBIRD MANUAL FOR CORRECT SCREEN. 9. CONTRACTOR SHALL INSTALL RAINBIRD "RAINCHECK" AUTOMATIC RAIN SHUTOFF AS PER RAINBIRD REQUIREMENTS. 10. CONTRACTOR SHALL INSTALL RAINBIRD PRESSURE REGULATURS AS NECESSARY PER RAINBIRD REQUIREMENTS. 11. IRRIGATION CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL BE THE SAME. A Bell Company Hussey, Gay, Bell & DeYoung Inc. Consulting Engineers 474 WANDO PARK BLVD., SUITE 201 MT. PLEASANT, S.C. 29464 PH: 843.849.7500 FAX: 843.849.7502 RED LOBSTER SEAFOOD CO. ALBEMARLE COUNTY PLAN NUMBERS: ARB-2009-21 SDP-2009-00043 WPO-2009=00024 w�ko�op � LOjo l 10v� �o 410, U J. HAMMOND EVE $ Cert. No 508 �0# A PE AEG ����m ###$�§ SS UT Ik r Y o� Z_ y� q �ppy pfj YOU O�Cr MARK DATE/DESCRIPTION CLIENT: DARDEN RESTAURANTS, INC. PROJECT: RED LOBSTER RESTAURANT FASHION SQUARE MALL CHARLOTTESVILLE, VA SCALE NONE CLIENT NO. 40524 JOB NO. 409131301 STATUS DATE MARCH 11, 2009 COORD GFJ DRAWN AMS APPROVED JHE o L3. 1 Z�z7 GENERAL NOTES: F. ANDREW GERDES Architecture / Development R ARCHITECTURAL SITE PLAN 1 II=20'-011 3 1. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 2. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION KEY NOTES: 1 LANDSCAPE AREA. REFER TO LANDSCAPE DRAWINGS. 2 5'-0" WIDE CONCRETE WALK W/ EXPANSION JOINTS @ 20'-0" O.C. & SCORE MARKS @ 5'-0" O.C. 3 7'-0" WIDE CONCRETE WALK W/ EXPANSION JOINTS @ 20'-0" O.C. @ SCORE MARKS @ 5'-0" O.C. 4 ACCESSIBLE PARKING SIGN - SEE DETAIL 1/SP2.2 JQ. 5 PAINTED ACCESSIBILITY SYMBOL SEE DETAIL 5/SP2.2 / 6 4" WIDE PAINTED DIAGONAL STRIPING @ 24" O.C. 4 Q' QQ 7 FIRE HYDRANT/CONNECTION PER CIVIL DRAWINGS Q~ 8 MATCH MALL PARKING WHITE DOUBLE STRIPING 0 CONC. PAVING - REFER TO CIVIL DRAWINGS. 1i0 WAITING BENCH - TYP. FOR (4) FURNISHED BY OWNER INSTALLED BY G.C. 11 RAMP - MAXIMUM SLOPE 1:12 - SEE CIVIL DRAWINGS & DETAIL 8/SP2.2 812> 6'-0" WIDE CONCRETE WALK W/ EXPANSION JOINTS @ 20'-0" O.C. @ SCORE MARKS @ 5'-0" O.C. 13 CONCRETE WALK W/ EXPANSION JOINTS @ 20'-0" O.C. @ SCORE MARKS @ 5'-0" O.C. 14 ELECTRICAL TRANSFORMER PER ELECTRICAL DRAWINGS 1 GREASE INTERCEPTOR PER PLUMBING DRAWINGS. 16 GAS METER PER PLUMBING DRAWINGS. 17 LOT LIGHT AND BASE PER ELECTRICAL DRAWINGS. 18 'DETAIL TAKE OUT" PARKING SPOTS, REFER TO 2/SP2.2 FOR SIGNAGE D ETAI L 19 FLAG POLE. REFER TO DETAIL 7/SP2.2 20 CONCRETE STAIRS WITH HANDRAILS, REFER CIVIL DRAWINGS FOR DETAIL. 21 3'-0" WIDE CONCRETE DRAINAGE FLUME. . F 22 BIKE RACKS, REFER CIVIL DRAWINGS FOR DETAIL. 23 SECURITY MIRROR. REFER TO DETAIL 12/SP2.1 PARKING CALCULATIONS: PARKING REQUIRED: STANDARD SPACES REQUIRED = 88 SPACES ACCESSIBLE SPACES REQUIRED = 4 SPACES TOTAL REQUIRED = 92 SPACES PARKING PROVIDED: 9'-0"' x 18'-0" STALLS = 128 SPACES 8'-0" x 18'-0" ACCESSIBLE STALLS = 6 SPACES TOTAL PARKING = 134 SPACES PROJECT SITE DATA: BUILDING FLOOR AREA: 7,203 S.F. PARKING LOT AREA: 59,197 S.F. LANDSCAPE AREA: 33,977 S.F. OVERALL LOT SIZE: ` LEGEND: O,2 8 0 Y :.., ':. NEW CONCRETE WALK AREA EXISTING 6" CONCRETE CURB NEW 6" CONCRETE CURB GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch = 20 ft. 100,187 S.F. 2.30 AC. 80 Drawing Architectural Site Plan Parkway Plaza 1 14110 Dallas Parkway Suite 100 Dallas Texas 75254 Ph- (972) Fax- (91- 9-750.' vtVI J COCO Z Q > H Q a O ¢ Z = I= , L = m > 0 w � 0 V lk < > � W J w a LLJ _j cczQ�E=ate J > w o)zO�� F-04O�Cma U} W 0 cc V �' J � O 0 W Q V ci v; O O 00 ��� cc' �5 m cc cc ED -4 N LL. O Cd -� o Lb O a DARDEN RESTAURANTS DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNIING CONSTRUCTION ARB SIGNATURE APPROVAL PANEL NO , REVISION 3 O6 26 09 SDP COMMENTS Q071709 AR9/OWNER/SDP COMMENTS A08RB%PLANNING COMMENTS � 0915.09 VDOT COAIYENfS PROJECT 090041.001 SH '=-_T NUKABER S-Pimi yi\ Y DATE OF THI � PRINTING - 02/12/10 LIGHT FIXTURE 8 F. ANDREW ONLY ILLUMINATED sP2.1 DURING AN EMERGENCY PAVING AND BASE. REFER CONCRETE DUMPSTER PAD LIGHT FIXTURE Architecture / Development TO CIVIL DRAWINGS. Parkway Plaza I SAWCUT AT 5'-0" O.C. 4" PVC SLIP CAP, SEAL WITH 14110 Suite D100s Parkway TOOLED EDGES SILICONE 6 X 8 SEAMLESS METAL GUTTER. FACTORY FINISH WHITE Dallas Texas 75254 BOLLARD - 4" DIAMETER CONCRETE APRON #4 REBAR @ 10" O.C.E.W. i i Phi (972) 23 884•, I STANDARD STEEL PIPE BOLLARD. DUMPSTER ENCLOSURE GATES, HARDWARE AND POSTS, DUMPSTER BOLLARDS. _ 3/8II Fax- (97� SUPPLIED AND INSTALLED BY GC. I I GC TO PAINT - #4 REBAR @ 10" O.C.E.W. � i} - I I l� � fi 1� �'1 t. FILL BOLLARD WITH 3000 PSI ���' 'a CONCRETE, PEA GRAVEL MIX CONCRETE, REFER TO SITE C° A I I I I a a 4 Q I PLANS AND DETAILS FOR ALL , LOCATIONS D 0 0 00 o 0 00 ('0 00 0 00 0 ° O° O do O° O do O° O do O O `° Q oo 0 0° 00 0 0° 00 0 (� ° 00 0 0 O 0 I I' 4 0 00 0 o 00 0 o 00 0 0 00 ° O o0 - I a H 0 J Q � � a - o 0 0 0 o N 1 i FOUNDATION. REFER TO I // I Q O Q Z= Q L 5 M > 4 o I � � � i i STRUCTURAL DRAWINGS. I/� I � T — COMPACTED GRAVEL BASE _ I I Q O� J O COMPACTED SUB -BASE � Z ('j � � O J CC Q z o g 0 > _ I \ I I— CV -� W Cl� g�� 2-#4 REBAR CONTINUOUS — — O \� I 0) 2 Q m W III ICI � — — — — m �. O°CaU H II II CONCRETE APRON EDGE CONCRETE APRON BOLLARD DETAIL W 0 3 I II ac 1 1 1/211=1 1_011 2 1 1/211=1 1_011 1/211=11_011 Q �u uu = 1 " fIJ CONDUIT SET IN CANE BOLT EACH LEAF CONCRETE AT OPEN AS PROVIDE BY OWNER U AND SHUT POSITIONS 2" SQUARE TUBING FRAME REMOVABLE DECKING PANELS 6" ROUND DOUBLE HINGE POST > o 0 p o AUTOMATIC LATCHING SYSTEM o� j 6" ROUND POST c o cN 6" ROUND POST REFER TO 5 SP2.1 cc cc c M M N DUMPSTER ENCLOSURE GATE ELEVATION 4 1/2 11=1 1_011 1 o c ` ) HOLD TOP OF GATE EVEN TO TOP c3 rn `— - OF WALL p Un O a- .............. 1081.011 NOTES: D ET. B IV TOP BLOCK �-:� DOOR HARDWARE FOR PAIR OF GATES: •}r- 1. SIGN IS OWNER SUPPLIED, G.C. INSTALLED. PROVIDE METAL CAP ON TOP BLOCK, SLOPE TO EXTERIOR. PROVIDE PREFINISHED - WHITE . 1 PADLOCK 757 BRS SARGENT TS 2"X2"X1/4" STD ST FRAME W 1 HASP D941 BP 602 STANLEY WELD ALL JTS - GRIND SMOOTH SMOOTH HARDITRIM TURN UP FLASHING BEHIND SIDING ON 2 CANE BOLTS CD1009 18 IN. 602 STANLEY DIET. A ' BUILDING WALL., �BALANCE OF HARDWARE BY CONTRACTOR. SMOOTH HARDISHINGLE ���� "�=�- �— 8 CMU BOND BEAM, SEE STRUCTURAL SIDING 1/2" EXT. GRADE OSB OVER 1x .,: 0 1 0 .�N .L� II :. 1 WOOD FURRING AT 16 O.C. " m NOTE REFER TO EXTERIOR ELEVATIONS FOR FINISHES GALV. 1 METAL ROOF O GATE POSTS - TUBE POSTS AS DECKING METAL FLASHING 1;.> FOR WALL REINFORCEMENT, SEE FOUNDATION _ SPECIFIED AND SUPPLIED BY I .:` _.}4:.= 7 r PLAN AND DETAILS. GENERAL CONTRACTOR. GC TO :.;!. COMING SOON Q t PAINT: E-PT-2 � 1•t , BRICK AND 8'-011 W 4" CMU VENEER BEYOND. BRICK ROWLOCK o� _ ' POST - FILL W/ CONC. 01 BRICK r P.T. 4X4 POST 8" CMU, PAINT INTERIOR WITH o - -` EPDXY PAINT E-PT-2 GRADE .:. 1/2" EXPANSION JOINT �1- DARDEN CONCRETE, REFER TO SITE _ `' ' RESTAURANTS PLANS AND DETAILS FOR ALL 100-0° LOCATIONS TO SLAB A <d.: CONCRETE SLAB 14 k: < d - ( I III I I I I I I— REINFORCEMENT - DO NOT SCALE DRAWINGS CONCRETE SLAB ON GRADE, SEE ;::I h i:,- I I I I I I 1 1 1 I I II I I I I I I I I I I I SEE STRUCTURAL CONTRACTOR TO VERIFY ?• pro P• - AM pro �• pro' FINISH GRADE STRUCTURAL FOR THICKNESS I I I I DRAWINGS ALL EXISTING CONDITIONS AND a -:, A r...., do eo $ a.. $ ° do & $ ; ;;,:::: o I I I I DIMENSIONS —NOTIFY ARCHITECT . 0.° - <- d a a d OF ANY DISCREPANCIES PRIOR FOUNDATION REFER TO i I I I I\ \. d. G d 4 d Q� FOUNDATION PLAN AND DETAILS d a 4 Is 14TO BEGINNING CONSTRUCTION n 3000 PSI POURED CONCRETE ;n �- u LJ CONC. FOUNDATION, SIZED AS SHOWN 4 < I) ARB SIGNATURE APPROVAL PANEL FOR REINFORCEMENT - r SEE STIR. DWGS POST DETAIL WALL SECTION CONSTRUCTION SIGN 5 1/211=11_011 6 3/411=11_011 7 1/211=11_011 I — — 41-011 21-011 4" CMU VENEER. BACK WALL F--DUMPSTER LIGHT, 7'-6" DUMPSTER LIGHT, 7'-6" OF DUMPSTER ENCLOSURE. r MOUNTING HEIGHT MOUNTING HEIGHT PAINT ENCLOSURE GATE DETAILS 35'-6" 8 34'-11 " 5/81r 3/411=11_011 � I I LID 1x2 L WELDED TO STEEL TS 2"X2"X1/4" STD ST FRAME, GRIND ALL WELDS FRAME WELD ALL JTSQ IN - SECURITY MIRROR _ I I GRIND SMOOTH SMOOTH cn � I I NO I REVISION O TS 2"X2"X1/4" STD ST FRAME m AREA DRAIN " " 05.18.09 3/8 DIA. X 3 CARRIAGE WELD ALL JTS -GRIND 1 \ I BOLTS SMOOTH ARB COMMENTS O O O O I � � SITE 1ENGINEERING I I GALV. 1"METAL ROOF ECKINGMETAL ROOF 07.17.09 DECKING 4 ARB/OWNER/SDP COMMENTS HOSE BIB ao o r DETAIL "A" DETAIL "B" $ CLARIFICATIONS/OWNER COMMENTS SLOPE P SLOPE r SP2.1 . 6 HOSE REEL- 15" CAR RIM (STEEL) O PAINTED BLACK, ANCHOR BOLT m ENCLOSURE GATE DETAILS TO C.M.U. USING (5) 1/2" BRICK BELOW 10 11 1 11 ff� WEATHER RESILIENT CONVEX DIAMETER BOLTS. MOUNT 1-1/2 =1 -0 CENTER OF RIM 4'-0" ABOVE SECURITY MIRROR MOUNT AT CONCRETE SLAB. PROVIDE MIN. ANGLE PERPENDICULAR TO REAR OF 75'-0". DOOR. 15" STEEL AUTOMOTIVE RIM EPDXY PAINT WHITE PT-5 \ TUBE POSTS AS SPECIFIED BOLLARD, SEE DETAIL 3/SP2.1 o AND SUPPLIED BY GENERAL 1" CONDUIT, STUB 4" ABOVE / o o CONTRACTOR. GC TO PAINT E-PT-3 SLAB AND CAP FOR FUTURE It o o USE. REFER TO ELECTRICAL I POWER PLAN. , „ , „ , „ , „ 1 0 0 4 -4 4 -8 3/'4 12 -3 12 -3 , V7 5/8" � o 4 1/8'�11_ / CONCRETE, REFER TO SITE 35'-6" 1/4" THICK BENT STL. PL.. \ � PLANS AND DETAILS FOR ALL MOUNTING BRACKET W/� (4}\ q LOCATIONS 1/2"- LAGS INTO SOLID ' GATE POST, SEE DETAILS 4/SP2.1 AND 5SP2.1 BLOCKING & (5) AUTOMOTIVE DUMPSTER LIGHT, 7'-6'I WHEEL MOUNTING STUDS ° �. � °° pb g. � pb p. � pb o; b ° d ° o; o d ° -o ° d MOUNTING HEIGHT o p a° bo p' e06 o p b0.o . AUTO WHEEL ° do'88 a° b o 8; a° ° do & $ o A ao Z 3000 PSI POURED CONCRETE WHEEL MOUNTS DIRECTLY TO WALL a FOUNDATION, SIZED AS SHOWN PROJECT NUMBER 0 a 090041.001 co SHEET NUMBER 0 Drawing 0 HOSE Archtectural Site �N �SP201 MW C-D CD I I Cl- o d LAG BOLTS (5) W/ WASHERS Plan Details =�� m��¢ o Z o o :21- TRASH ENCLOSURE PLAN HOSEREEL DETAIL SECURITY MIRROR POST DETAIL ' �o�xmm 11 1 11 11 1 11 9 11 12 - 1/4 =1 -0 NOT TO SCALE 1/2 =1 -0 DATE OF THIS PRINTING 02/12/10 0 0 Z Z 0 M 0 I d- 0 0 M 0 I � N 3 N o r-,, N 0 m.. LjJ C.4 Z Q m � � O �Z�NCD �5 ER a�><M O T 00 CO CO N 0 M METAL ACCESSIBLE PKG. SIGN -WHITE LETTERS, SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND VAN 1/2" PARKING ADD'L SIGN @ VAN (Typ) ONLY SPACE ONLY 1 r-o. 3"DIA. GALV. ST POST 6" DIA. GV STD ST PIPE -FILL W/ CONC. EXP. JOINT C WALK CONCRETE FOOTING d G ° 3/8"x 8" STEEL BAR THRU POST 4.° INSTALL ONE SIGN PER LOCAL ORDINANCE • d . "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR 1'-6" LICENCE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BY FINED. NOTE: THE ACCESSIBLE PARKING SIGNS AND 6" - STEEL PIPE WILL BE PROVIDED BY STEEL VENDOR, INSTALLED BY G.C. ACCESSIBLE SIGN 3/411 = 1 1-0 11 0 T UPLIGHT INSTALLED ON SIDE ADJACENT -TO BUILDING. REFER TO ELECTRICAL DRAWING MODULAR BRICK. REFER TO EXTERIOR F SCHEDULE FOR SPEC. Lv 3'-10" loe ACCESSIBILITY SYMBOL NOT USED NO SCALE -TO SIDEWALK TO BUILDING 25' WHITE ALUMINUM WHITE ALUMINUM FLASH FLAGPOLE WITH YARD COLLAR. PROVIDED BY OWNER. ARM PROVIDED BY OWNER SEAL PER MANUF.. WHITE ALUMINUM FLASH RECOMMENDATIONS COLLAR. PROVIDED BY OWNER. MODULAR BRICK. SEAL PER MANUF. REFER TO EXTERIOR FINISH RECOMMENDATIONS 410„ SCHEDULE FOR SPEC. PLAN MULCH BED PACK WITH SAND AFTER POLE INSTALLATION (8) #5 REINFORCING 4'-0" MODULAR BRICK. VERTICALLY.lo REFER TO EXTERIOR FINISH SCHEDULE FOR SPEC, 1% SLOPE 1% SLOPE Jill ELEVATION #3 TIES @ 12" O.C. #3 TIES @ 2" 0. C. / COMPACTED GRAVEL / \ FLAGPOLE DETAIL 1/2 =1 -0 WIND SPEED FOOTING DEPTH 90 MPH 5'-6" 100 MPH 5'-9" 110 M PH 6-3" 120 MPH 6'-6" 130 MPH 6'-9" 140 MPH 7'-3" 150 MPH 7'-6" co CO N "TAKE OUT PARKING" SIGNAGE BY OWNER INSTALLED BY GC 3"DIA. GALV. ST POST 6" DIA. GV STD ST PIPE -FILL W/ CONC. EXP. JOINT C WALK V.. CONCRETE FOOTING a . Q. A` 3/8"x 8" STEEL BAR THRU POST a. NOTE: ' v 4 " . INSTALL "TAKE OUT" PARKING SIGNS IN 2 STANDARD PARKING STALLS ACROSS THE DRIVE AISLE 1'-6" FROM THE FRONT ENTRY. TAKE OUT PARKING SIGN 3/41 1 = 1 1-0 11 ACCESSIBLE PARKING IDENTIFICATION LOGO TO BE PAINTED ON PAVING -SEE SPECIFICATION 24" DIAMETER Y 25' WHITE ALUMINUM FLAGPOLE WITH YARD ARM PROVIDED BY OWNER METAL SHIMS SUPPLIED BY GENERAL CONTRACTOR TO SECURE FLAGPOLE IN 4'-0" TUBE LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS. PROVIDE 12" WIDE x10" DEEP LEAVE OUT IN CONCRETE TO ALLOW ADJUSTMENT FOR FIXTURE, GROUT SOLID AROUND HOUSING PER MANUFACTURERS RECOMMENDATIONS 0 112" DRAINAGE WEEP TO REAR SIDE OF r P BASE. \\ °�..':• 'III. // GRAVEL FILLED DRAINAGE BED. ° / FOUNDATION SLEEVE. 16 GAUGE HOT DIPPED GALVANIZED STEEL BY OWNER. �X_ / STEEL CENTERING WEDGES BY OWNER a / /\/ jl :::• III: \\ / 1 /4" STEEL BASE PLATE BY OWNER 1/4" STEEL SUPPORT PLATE WELDED TO GROUND SPIKE BY OWNER. •1 \� J// • /// /� // w �i\\� FLAGPOLE NOTES ;v a /\\/ /\\/\\ / / / / / A. INCLUDE ONE 4' x 6' U.S. STAR :r,%/////�///\2� g // // // ///// EMBROIDERED FLAG, ONE 3x5' LOCAL j/\\ j / \\\\�\\STATE FLAG, AND ONE 2'-6"x4'-0" RED /\\/\\/\\i\\/ \/ LOBSTER LOGO FLAG. ALL FLAGS \/ SECTION SUPPLIED BY OWNER. CAST IN PLACE TRUNCATED DOME DETECTABLE WARNING TILE AS MANUFACTURED BY ARMOR TILE MODEL: ADA-C-3660 COLOR: COLONIAL RED CONTACT: 800-682-2525 O O O O O O O O O O O O 1.05" 1.67" 0.9" .4 A BA E Af T P TRUNCATED DOME PLAN N TRUNCATED DOME SECTION TRUNCATED DOME DETAIL NOT USED NTS U NO SCALE nnnn�frn nnnnrn TYPICAL RAMP DETAIL 1/4 11=1 '-0" NOT USED NO SCALE 1 /4 "- 3/4' ° �onnv�n RnQn�Q WITHIN SHOWN TERS AL;UL551t31L1 I Y SYMBUL FLAGPOLE PHOTO NO SCALE F. 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I S L 2 .\. f1 OF ANY DISCREPANCIES PRIOR ,3 � `�3,7 6.9 �3.2 �.8 �.7 �,4 ` , `�.4 t.5 .2 0 1 4 I' F TO BEGINNING CONSTRUCTION 4' , �Q \i \ � \ _ \ \\, \�. \ L` „\ \ \" i 1; ` 1` \\ 2 v \, e \,,., \ t E \ LT24 I 1a <; ❑ _ ...:. `�.2 `�.333.8 �2.8 �.8.l �.0 �;9 �.9 �,4 I4J (, ;' �.3 �.9,�................4.:. :::..: �/.3 �.4 �2.2 `�6.4 ?L8 �4,3 �.. �25}`' „ ,,; :; =:1 ARB SIGNATURE APPROVAL PANEL EXISTING TO REMAIN R 5R am Go L" 9 9 91.: % L" & ��.., N :. , .--- . \\ , \ .. ---- `� : � �V1111,� =`.':rE Numeric Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts Illuminance Ec 5,47 48.3 0,0 N,A, N.A. Ca[cPts-1 Illuminance IF 1.78 4.4 0.3 5.93 14,67 Luminaire Schedule Symbol Uty Label Arrangement Lumens LLE Description 2 EXISTING 3 @ 120 DEGREES 105000 1,000 EXISTING 0�> 2 EXISTING 4 @ 90 DEGREES 105000 1.000 EXISTING 0 4 LT-29 SINGLE 550 1.000 PAR20-50W-CANGPY --0 6 LT-1 SINGLE 350 1.000 A19-25-PILLAR --� 5 SL1-250 TYPE 3 SINGLE 19100 1.000 RCS-x-H25-H3 -� 3 SL2-250 TYPE 4 HSS SINGLE 19100 1.000 RCS-x-H25-H4-HS - [��� 2 SL3-250 TYPE 5 BACK -BACK 19100 L000 RCS-x-H25-H5 -11 1 LT-24 SINGLE 5200 1.000 EXCELLINE WALL -PAC PLAN NORTH SITE PLAN -PHOTOMETRIC SCALE Y • 20'-0' NO }REVISION 6 08-21-09 ARB/PLANNING COMMENTS TW ,. 14 , . 0 , � 11 r: `I U 'KI'P fl. HANZufU' K 11 t C. 'NO. 02-5429 _; ° . 1. ;� . %s.�S. f0NJA�` 0` .�. (,,. to PROJECT NUMBER O9004loOOl � 0 -9100 N Z5_1Z7 DATE OF THIS PRINTING - 02/12/10 W ,d '\AOIN b\ ppgg" 4` 901 of'444DJAM, ff . A N �; E W r_ K "DEc%J Architecture / Development EXISTING TO REMAIN �\' G\'111 X` CC .. ,ao j" STANDARD LIGHTING NOTE: "EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT CANDLE." LIGHTING FIXTURE SCHEDULE (NO SUBSTITUTIONS ALLOWED) FIXTURE FIXTURE FIXTURE DESCRIPTION LAMP QUANTITY, VOLTAGE MOUNTING AND MANUFACTURER & LUMENS FINISH MARK QUANTITY WATTAGE, AND TYPE LOCATION CATALOG NUMBER 250 W M.H. PARKING LOT FIXTURE. PARKING SL-1 (5) TYPE 3 LAMP WITH FULL CUT--{AFF, (1) 250W 208/1 PH LOT SECURITY LIGHTING: DARK ON 15' POLE MOUNTED ON 3' METAL HALIDE LIGHTING RCS-250MH-DB-3-MT 19,100 BRONZE CONCRETE BASE. ON TIME CLOCK RSP-5-15-6A-DB 250 W M.H. PARKING LOT FIXTURE. SL-2 (3) FORWARD THROW LAMP WITH FULL CUT-OFF (1) 250W 208/1 PH PARKING LOT SECURITY LIGHTING: 19,100 DARK AND HOUSE SIDE SHIELD, METAL HALIDE LIGHTING RCS-250MH-DB-3-MT BRONZE ON 15' POLE MOUNTED ON 3' RSP-5-15-6A-DB CONCRETE BASE. ON TIME CLOCK (2) 180- 250 W M.H. PARKING LOT PARKING SL-3 (2) FIXTURE. TYPE 5 THROW LAMP 'KITH (1) 250W 208/1 PH LOT SECURITY LIGHTING: DARK FULL CUT-OFF, ON 15' POLE METAL HALIDE LIGHTING RCS-250MH-DB-3-MT 19,100 MOUNTED ON 3' CONCRETE BASE. RSP-5-15-CA-DB BRONZE ON TIME CLOCK 1 25W EXTERIOR NAUTI CAL LT1 (5) EXTERIOR GLOBE LIGHT, UL LISTED 2 G25/CL/LL 120V WALL AT FURNISHINGS 350 BRASS FOR WET LOCATIONS ENTRY AND LT-200 FINISH TOWERS ON TIME CLOCK 7'-0" AFF INCANDESCENT LANDSCAPE WELL LT23 (1) LIGHT, CLEAR GLASS, CHESTNUT (1) 150W PAR38 120V IN FLAG SEAGULL LIGHTING 2100 BRONZE FINISH, POUR KIT, UL LISTED FOR POLE BASE 9234-40 FINISH WET LOCATIONS ON TIME CLOCK 130V WALL AT LT24 (1) EXTERIOR WALL PACK, FULL CUT-OFF, ( 1) 70W MH 120V 7'-6" AFF AT EXCELINE 600 5200 DARK UL LISTED FOR WET LOCATIONS ED17 REAR SERVICE6-1-3-70-PMA-1 BRONZE ON TIME CLOCK ENTRANCE SURFACE INCANDESCENT DIRECTIONAL (1) 50W SURFACE LT29 (4) FLOOD LIGHT, UL LISTED FOR WET PAR20 120V MOUNTED RUUD LIGHTING 550 WHITE LOCATIONS HALOGEN BELOW SHED DF1 P20S-1-WH-1 FINISH ROOF AT ON TIME CLOCK ENTRY REMOTE EMERGENCY HEAD, BLACK WALL AT LT33 (4) THERMOPLASTIC, DUAL HEAD (2) 6V 5.4W 6V BUILDING LIGHTOLIER BLACK MOUNTING PLATE, UL LISTED FOR WET TUNGSTEN EXITS (2)RT66W/MP2 NA FINISH LOCATIONS W/90 MINUTE BACKUP. 8 -0 AFF BLACK ON EMERGENCY CIRCUIT Numeric Summary Label Ca�cType Units Avg Max Min Avg/Min Max/Min CalcPts I luminance Fc 2,47 36.9 0.0 N,A, N.A. CalcPts 1 Illuminance Fc 1,77 4,4 0,2 8.85 1 22.00 L_uminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description 1 EXISTING TO REMAIN 4 @ 90 DEGREES 105000 1,000 RCL-A-HIK-H5 G 4 LT-29 SINGLE 550 1,000 PAR20-50W-CANOPY -0 6 LT-1 SINGLE 350 1,000 A19-25-PILLAR --� 5 SL1-250 TYPE 3 SINGLE 19100 1.000 RCS-x-H254-13 -�] 3 SL21-250 TYPE 4 HS15SINGLE 19100 1.000 RCS-x-H25-H4-HS 2 SL3-250 TYPE 5 BACK -BACK 19100 1,000 RCS-x-H25-H5 -© 1 LT-24 I SINGLE 5200 1,000 SITE PLAN -PHOTOMETRIC SCALE r - za-o' Parkway Plaza 1 14110 Dallas Parkway Suite 100 Dallas Texas 75254 Pica. (972) 239-8884 Fax: (972) 239-5064 Purdy - McGuire Mechanical - Electrical Engineers U m -, Y W 17300 Dallas Parkway, W z r'o m �?' Suite 3000 %a W 1::: Dallas, Texas 75248-1166 h o F O R:1 � S U = f' z Tail: 972/239-5357 1 00 ~ W _., Fax: 972/239-5231 Cr W W �' i � 0 E www.purdy-mcguire.com w i-z0z3 PMI JOB NO. 09417.002 cQ 20C C� Z < C� cc � P 0 0 < 0 Cr. Z .� a) Cal Cr � in Z 0 III < > LLJ _j > 1 C� > Z n 0 LU cr- < W co M 0. c An. LU y LU 0 W Cr. DARKEN RESTAURANTS DO NOT SCALE DRAWINGS CON1 RACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION ARB SIGNATURE APPROVAL PANEL NO , REVISION n 05-18-09 r ARB COMMENTS TW 07-17-09 ARB/OWNER/SDP COMMENTS TW A 07-20-09 CLARIFICATIONS TW L08-21-09 ARB/PLANNING COMMENTS TW KIP D. HANZLICEK LIC. NO.025^29 U,c. rr�� V v PROJECT NUMBER 090041w001 SHEET NUMBER El 1ARB _\_69 - �v - P 2�/2z DATE OF THIS PRINTING - 02 12 10 I .. . Ito I Nimiber: LT-200 . . � I Decnipfion: Extert6or Brass Siconce - . � , � . I vd - Etcl-.iod.Olasa I , I I I I , . I MoLulfing: Wall moLinted bracket attac-he s to j- box It'l F" * isli: Lark Brzss � ffidb: 'L-i-tetronics 20,000 14OLLr A-lanip Clear,bLidb - mcdll.aii base Ivaso. U.L. Certified Avirilig I - --LIGHT FIXTURE - ROUND STRAIGHT STEEL POLE 1 6' 1 18 ' I CONCRETE POLE BASE (24" DIA) , 2 i I _�_ FINISHED GRADE SITE LIGHTING POLE DETAIL igas NTS I THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY; ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC. #10 GROUND WIRE TO LIGHT FIXTURE GROUND LUG INsIDE POLE LIGHT POLE - OPPOSITE HANDHOLE PROVIDE BUSHINGS ON CONDUITS - BASE PLaTE COVER -1 )p FORMED CHAMFER #6 BARE COPPER (HAND TROWEL EDGE NOT ACCEPTED) , GROUND WIRE IN .`11� ANCHOR BOLTS (4 REQ'D) 1/2" PVC CONDUIT WITH TWO NUTS EACH. '. INSTALL SQUARE WITH # 3 TIES @ 4" O.C. ---------- .. . E7 _.__.._,_.".e , - PARKING LOT. . , SEAMLESS SONOTUBE TYPE FORM . . FOR CONCRETE BASE.(REMOVE SONOTUBE GRADE LEVEL -- . - I 1111111 III AFTER CONCRETE SETS, RUBFINIsH, NO PAINT) I I _ _ _ - _. ... . _3 �7 .,.��'.. �. _�, � , " , , " . . , . . , , , " � _1 " 1 . ,�_ ... ... 7" c� T "T. "':- , , ,,%---. ---, i "U", I - I �� , . Z; . ... R..,..... ...... : . .... ... _ 'I- I i __11 11 , --- I-) .. - 1-11, - X111-1-11,11. 11 -.1--l... I I I .. .... , i ... .. ,.,:-!., ;; i._ 1;;E� ... ., .� , I . . .. . i CADWELD OR -----,�` ..; . . .... ._.'l.-...---._ ,. . � 7 ---I&- _ - #3 TIES @12" O.C.* DOUBLE LUG .. . . o - --- # 6 REINF. (6 REQ'D) Z CONNECTION I . I - - I :2 SPACE EVENLY* X I to . . . = _. . . ___1 i-CONDUITS (PVC) SCH 40 WITH COPPER CLAD I 1� '. I . LONG SWEEP ELBOWS GROUND ROD '.•.., 241P " I � W. 3" CLEAR MIN.: � , . �- E 60, ASTM A615 . . . . 3" CLEAR DIMENSION SCHEDULE [ Z X=5 )-oi) DIA. _ j Y=2 I -0 Py Z=2 J -0 J) CONCRETE SHALL BE 4,000 PSI ® 28 DAYS WITH 6% AIR ENTRAINMENT TYPICAL LIGHT POLE BASE DETAIL NTS Type No, 613.-70-MAL-8 _._ . Catalog No, LT-24B I � . Job Nai-neRed Lobster - , , --- I . I .. . .1 1. I - __ ----.-- LT24 600 Series Architectural Wall-Moufit Cut -Off - -_ -_ - I . APPLICATIONS * Socurityaccess and perimeter liIg. h1ting for institutional and,commIeacial applications, ions, 1. .. CONSTRUCTION , . I :• Dieveast heavy:gaugo alunri,lnurfi hOUsing, for suporior corrosion mistano. 11 I . 1. N . M on-yallonq tomporod. glass flat lens,Nvith a weather -tight silicone gasket. . ELECTRICAL, #Tray-mounled. ballast wi(h Intepral. lieat, sink for ma.xfniutn heat dissipation. v Doluxoglazed pQrcolatn socket Pulse ratted for 4KV, I - 57 watt to I 75 wall capacity. OPTICS o Lamp types include Metat Halide, Pulse Start Metal Halide High Pressure Sodium , . . Start .. I . . . . . and GQmpact Hums I writ. ..Hlbp types aro.me.dium base. � lam. -; Full cut -oil optics. - Dietfoirined spdcular. relleclor. . I I . MOUNTING TING , . , Direct mounts to will or other vertical surfaces. I . � WARRANTY/LISTINGS i UL1598 listed for duirrip, focutiQnu. - PublWiO 6-year warranty.. I . Ordering GuideExarnple: 6.131I7 5 VAL8 OPTIONS colors: - Dark, Bronze cainies standard. - Conslift. local agent, for available colors ACCESSORIES 5.10 tthro Gii, lard P1.10A Exteini � at . P . encil Photo Control 12 . Ov , . . . I P15OF ftfonrial Photo Contfol.1201i - 277v GOOIL Field-installcid latches fortool-loss entry DIMENSIONS - - I 1 W . - - ----------- __ 1 _ f --I__,1II =6 = ] [ 1=7 5- [�] __ Prefix Lamp Baie , =_. - Walla' ; . I Lam� SiDurce Options ,- - Voltage Disliribullon I - . 6 I=MediLlrn , - 3=Typo I'll : qo� , I 11 42=42W 67--57W . -.1 -_ . MA=Mdtal Halide (175w) - PMA-Pulse Start (70w- I 50w) . - L=Lamp . 1=120 volt 5= 480 volt 70=70W loo-i0ow LX=High Pio5suro Sodium (35W-150,8) N LX=High Pressure Sodium (35w- 1,50'u) 6-1201277 volt 67-120-277 volt ' 150-150W 175=1750 HF-00nipaCt Fluoroscont.(42vi) . Product information Is subject to change without notice I ;, PHILIPS &,QupbtjP.,j 1 I /057/08 LT 2`4 ,4cf,,ei-i-,,a.,i Fhig Stor;,� ,ohs LT-23] � '1 I ... 'Ki.. .1� I . ,,, �,`,.\�`.,�\,� ,,'� '11t"�.� � , ,� ��,��l�,.,,��.,.�.,�,.,.,.�,.�.., -, -.'kifl -,� -e 1.1 -.-i�r.i�l)(.i,t)ll.k,�n�j,*.Fn't� , , 1%t,, , 1).,irto)"u'l � Jkfitf'i�tyl(,�s - . , . I - � I . . I... I . ...... I ... ..... . I I . I ..... .........'-1. � I ... . '. ".,...�.:,....�.�.�.-,.-.���-.-.-�- ..'........ . ..... , ---.--"---.-- . ..... _....- . , .1 � li" �, , .- . 1� :11 I 1_1 0 � 1 S t N G - � Co;jipression iiioldei:l, fibergi,^ss reinforce'd polycste-r X.. - � C� - . � ! . I _i-,�. ""o'llor irnpzegriated bi,onze composite I I.. I I ... . . ,I i ..... . -... . .. �11oIw� --- - -�-3�m----------- c, ,nN,fla�_i dd- t . �t ," C-UAJ1 tCV11 fk�ssI .n rnold;A cofno5�tc rockgw. - ..... - -.� 1 - , I -- i .Fw-ur�jti,of ,uafd �- -c, -, 1 Ur�.ct'oiial Q-or -i ofo I ,oai Is pdar�,- I .."..I.- . - - .1. � ......... �-.���...........�-�.-.�.�.-�...-�-. 11 ... ... - .. . ........ - -- ------- I kz 1) I '. - . , .:-.! N :.1 1 r ,,a,�I)r��S�'ofl frl6d�!d cofrtpo�;*t- rifig, .k I - - t �. : %,.. I I ; ,� , � V_ --- ....... _ �;.... ... --_ � . .... . __ .... � . ........ __._�,_�__W__ ___ ---,.. .. .. . 11 . I IM -� ------ t 1 Z -T '. 2,�er'Figh 3 ip . I I -,V I I � .-;. 5I �v 9 . i WV. 3 , . . . I I 1. " " � ."..."11 .... �� ...... "."--,-,.-,�.-�....... . .... . -_____.._: --------- � .... � , 11 ,�-�. G A �; K C- ..`k'af t,Z,fnpT-.1i le -is fui-iiishf_,d with, a high_�eDip,�raw�e I L E N L I Ir , � . , I I I ;i i I i (-,.,� R e g ask t, 1 -, *f,-... � n W a t e, P, i V . . .1 ,hi sf-al- --------- I ...-�---�------�-.--,....Il.--.,-.-,�-�--.� . . ....... 1-11--...-I . . . ....... . .. ___ , .1 . , .. I 1 5 dep,r�c a ,- ckhcr sidf: ofv flical rwafion� 360 1;'A. 1,\, G. I I ngi I , - i , , I I I ` 1. d 1� f,, f,� e kiJde ofhouwi& , i.,.,__n* .............. I',,,....-��.ee.,�-�,���,�".,�����--����'..��.-"��� I . . � . I . ��,J% � f., "'. I I .11".." : I if - ase soc'el. � I I-- ----------- t,i i u . n b,,, N . I - ... � - - I ------ .... . ........ _. , I 1� � t-,!..,N�l I': 11 3,0 PAR 3 8, 90 ,i�va,,-1 1 5 0 �vatl A'W. ,� . ....... J . . .... - (R e c Use: 2W - 40' pole heigitits) * : E. .11 . _. I .... , . �- Av r .. " . . " . . . ..... I. . .._ .. , ., .. ,. ,. ......... , .. . ...:S1. , . -.... - . , I LINE VOLTAGE INGAND.ESCEN'f (HALOGEN.,) LAMP - SURFACE MOUNT I 1. I. DIRECTIONAL FLOOD I LT29 ... . . � . 5.4" . . 7.8" (137,mm) -.K- 1 -I . (.197 mm) � I � .. � . . � I I 11 I I _. __ I _S . 1- - _71 I _. f ?�.3'1 1 1 � : 13 3" 1 � I " . � . (33 mm). � I , I � . . (83, min) \1 \ .... . 1. -, I �_<_ - I I � !,- , � . I , I , fva�, + A, �\.L 1 . (65 m,m) 1 113.3" � (Q 5 m m) 33" 1 1 (83 mm)� . (0 It . . I In - =�. , -'threaded End . I Threaded End I Threaded .. m -=-- - 1/2"-14 NPSM 0.75"(19mr )_l� 112"-14 NPSNI � 0.75.''(19 1, '�' � . - _ . - . ''Mi- y m -) �=� I . y + + I . PAR20 FLAT PAR20 SHROUDED - Shovin with.Gast.Junction. Box Covor Mounlilig Accessory (not llicluded). I . . I - I ... -.1. .. . - , , � � � � . � � . � 0 Wl* Is . .. � ... � ... - I , . .. . . . _ . I , . . . I I . .....- . ... � . ....... .. � .. �. . .1 ... I .., .1. � '%'N',%,\X,\\-\�\�'N�\-R',, "T' U " '��_, 'I'll"N' , .. . t" - I " , , I � t, � - "' I "\\' T 11 "ME1011111 .. �•ffi . � � I I I 1� IN' EM I , , - , "' . ........ - " 317CUTEMIDNE-Z 1114,11\���\\\\X�\\,�N\�\\�NX�\\\\,\\\I . * . I .- , i.* ..., I.. . .. , , ') 0, . . ., '41-�:�i� D F, 1 F12 JS - I.. Z�, F11 .... RLAGJk` �L _ - . W, , - - ..4-,�(_`O*,::', 0 F I fyJ US- I 4%�') �.` z� VE01: (PAF28 Shro4ded Only) :�� ............. 11111- . .. .i - . �.', � . -'�� DFIPJBS-Ii,s� §`�i i i WHITE . ....... X. 111. . . � .... 111_11_1_________11_1_ ------- : .. .............. � ........ � ..................................... ...... ......... - Spe�ify ci) Filllsil� I I I 2 ov --------- _____ -- ---- __ ---- __ ------- - ... _--l- IN�MNEEIEI I I . I I . .., . �\�\�\XI\. NI \\\,\\, .\I ,I.""\�,�I . .. -I .I.-IIEN_....E..M....,.... ..W......�. ...-...........-....I....M...Z....'I ...... ..... .....,..........-.-,................ ._..._._.-.._... Directional Flood light for halogen lamps with Fixture LtiIiZeS:halogen PAR rnedkn-based lanp DAF-GF2Cold) triter (tot .PA[12(I.7.t... x....t..i....r..e:.s..).. ....�......................... die-rast copper -free alumnuin housing;PR20 with a,kv-f,ted,scr,e+i-she11-t/pe1aMpholder. DAF:CFColor RW (for PAP30wl,e5) - and PARK lens is teinpered glass,. PAR33.1ens is DAF-CF41 color FillE.�r.(fof.l-"",�e",8.fi�tti�Qs) ................................ - ..... � .... � ............... � ..... � ....................... I borosllicatP glass Die-cast copper -free . ree. alurninLIFF11 INEEMEME MZ\312� I , 2! . Z .. . EM M :, IEENNX\%� �\ \%N% ,.SPwif,�QoJor:i1='A bpr,.�'zalue..,�:�zr,feer,,;�=R.pd. \\�N 0' I 11 � I I I N I 1\ N I I Z 31 , , is:available in eitherf ]at Or shrouded .\\\\\NN " \ lens frame �\\\\\\\\\\\,l\l\ Exclusive . . I . � , � .1 I EXCILlsive DeitaG'Liard"'finish features an E-coat I , , profile. FiXtUre is rdrnpletely� seAled for watertight �\ \"\, iil\""�, 5`11\`\`N 'N I . watertight epwol primer with blacV, verde or.),vhite textured !\�\\\\\\\\��\\\\\\\\\\\\\\&,,,�\\\:,="�&,�l,�ft�"\��\\,��:&,\�,\��,�\"\,�.\,\,\N\\N\,\\,\\\\\\\\X,N .operatiQn -and includes a silicone 0-ring sealing I 1, . . i ' systern. Lamp hOLsing i I s attached to a . threaded ultra -durable powder topcoat, providinq OAF-EXIINK 10"(254ifiii�)��IOLI[Itit�IOE�l.�rjslQrI - .... I . ........ ! ............... - a W-'6T'2QB ... K ..... �'2 ... 0"(5'Q8 ... ** ................... excellent resistake 0 coutosiQn, ultraviolet � ... - . irint).MoLinting Fxierisiun, fitter: FiXtUre head rotates 36V and secures with I - ----------------------- �,4,4��,-,�'..",��,,�1.11141z."",.���ll,�l-l�. � . riverpd .D.A.F.- E.X.T.3.0.13.K ..... 30'..(1.6.2. ii.i.i.i.i)..O.j.l.u.t.i.[.itii.lo..Ext.6ii.siof i ...... one 1/21' IOCkirig nut. Fixture [lead ha's'a tift range dewadation ,and abrasion. Thp, finish is r .. .., . ..... . . . .. . ..... ....... .. . ... .... .... ... ...... . , DAF-JBI�a" �Sil lgl6 M0 lin t C' as t Junction Box Cover of 12-5'� on theadjustable fifter and I by Ciff Seven-year lirnitedwarranty. I I . lacks into . I 11 ',warranty: (for I fixtulQ) . . �� " position with one: alk;ll scrow. Swivel k� die-cast '6 W46 � � - ------------------------------------------------------------------------ . . 1 .3, Dual Mount Gas[ Junction Box ("oval c�opper-free aluninLIM with threaded end \\\\���\\N�!"N��NNN\----------- .(.f.o..r..a...f.ix..t.u..r.o..s. )\\\\N\\,L\�,\tlN\\\\\\\\\\\\.--_-_-----_- 1/2I'-14 NPSM. MN3-23K � ...... � ....... .;. ......... - ...... MounUng Box MIth Stake, Cord & PI(vj Surface MoullU. UL Listed in the US and Canada for w-et locations. MNH-2BK I 1 2' Conduit'Apfitter I . (t;an U0.11SLA-wqronn(l mount vost) .......................... .................... � .......................................... SUrface rnounting is possible, over octagonal or - PG-1 D , Won PhuloQ . � N "I '�,sillgl�e gang J-box with Cast JLll_lQtiOn Box Cover \\\\\\\\\\\\\\\\\\\\\\�\\�\\\\\ (Lisawitil Gust JulJilliction Box Cover) � I ............................... w ................. __w ..... �o_ ... � ....................... accessory [GAF-JBI(a) or DAF_,182(a)]. US 5,988.,833 J PGM-1BK Ground Nlount.Poat _ ......... � .......... - ... � ... � ...... � ........................... � ......... w ..... 6.. GfOLInd Mount., 3peci�j i2' Firii3h. Groundmountingis accomplishers using Conduit Slipfitter accessory [[1AN8-2ElKJ on 2" pipe f,irwdth Ground Mount Post accessory . I . . . .1 . . � ... . , I 1. � . .... . .... [F.GM-1 BK]. ............. I ............... ... ... ... 9201 Washington AVenLie- Racine, Wisf,onsin -53406-3772 USA PHONE (2.621 886-1900 FAX (262) 834-3309 RUUD "I'l""I'----"""'ll""II-1-1--l'I'll-11-1-1----"",-,""ll,",-"I ........... .................... ..... � ------ - - - - ---------------- - --------- - ---- --- ..... = ................. _n_ LIGHTING CD Bond Lighting Inc. Pfintod in USA it vfwl roudlighfing. coin., , :' 12i I 1103 LIGHT01-11EW Page I of 2 Shown: Lamp Head: 0) RTU MOLI(dilig Plat(): (1) ME .............................................�..�����... " .... .;:,... --.-.-.-�i�i�:�i�������:���i���i���i���i�i�i�iiiii1i:i�iii�i:�i�iii�i� �.-.. ... - - ........... , , ������� ___ .... - .... ..........................,..... .:.;:: � ::: ...... ....... .. � ....................... :.:�..1�1::::::::: ........... �.-.-.-. ........... �\ - & . . ...... ...-...:, o� ....... � ----- : _......X . .... ...... .... ...... . .. W.._.._,._,.,.- ....... �`:.-.:.:.:....,... � .:�........... ... � ...... . - . .6:4-............ .., , . - ... - .... _::::..:.. ,........... .... ... _x, .............. ............ .. ..................... ............................. ... ........ ............... .............................. ... ..... ...................... .... ....................... ..... ....................... ............................... - ..... , .........N..X., ......................... `.`., ... I..., &*** ........ ....... I— %....................... ....-.-.-.-.-.-.-%-.-.-.-.-.-,............................... ............. I .............. ......... ............. ........ 11 _ ........ ......... ........ ......... ..... ....... I. I ..... .... _ ..... ... - ...... ... ..... i'" ............ _ _-_-... ...... � .............. l,:-_-_--.-_'-'-:: ---- ----------------- - _..... ..;::-��...--..-----.---.-.--�...-.. ... :: ....... �w : .... ,�.............:.��......:.,....,�-.�.: ----- � ...... ... - ......... I..... ' _.- ..: .............. � -01 i havin: Larliflinad.,(I)SH hiountiq Flale,:(1) MIPr11 Shown: Lamp Heat]: (lJCr36 ' r4ounlinq Plaid .,(i)IMPIS' I Shown: Ully H'ad: (I)JIT915 Mouildlig Plata; (1).11011, LT33 Remote Lamp Heads. RH I 0 L)l IL VtJIL lJPt!lc1,LIUlI 0Cdll:JU Dtdlli Ul I-J VVtLA I Sfifjwr: Lanip Head:J2) BrUW Mounting Plate:(l) N1621 Thermoplastic Wedge Base Round Head I ; , consnurtpd of impact rpsir,tant, UL 94 V-0, 5 VA ; I I thermoplastic 11 I i , White or black with matching 1110unting plates ; i A.Aiilable,ivith sealed beami'ar 86 orwedge base, I tungsten or hallogen lamps . # Lamps roily replaced by rernoving the snap -in retainer rind I Pollycair bonate Wedge Base, Rectangulaf Head - Construc�tr,d of polyr.arb.onatp , � Avallable in i-,,h)te: 036 of tany.othmatching mounting plates , re atures 6,. olt o- 12 --.e.oft tung-�ter, T-5 wedge base lamps r. - Lamps easily replaced by retnovmg snap ring Nluunting Plulu; JI) r4sr F.��........-............'...'+..'...++...�......-+...+......++..+�........ ........ ........ ' Thermoplastic & Me tal Chrome +.+...+..+.......................,: " ........ ... - :W _'....... ........ Sealed Beam Par 36 . %-.'-.%* ... : .1 �:���i���i -:::::::::: - : -, -..-.-' .., . . Constructed of impac.; resistant, UL 94 V-01 5 VA I I I .w. �.... �.. ., ..."..,..., - . -.," ... I ..---.:�.- .- :::: ....... ...��:� ... ,.,.*. P - or f.,hro, e-plated steel thejmQplasti,, .. .... + . - ... a ... ="_.., ... . - � Available with 6 ;6t rr 1' volt sealed heam tungsten or N EI halogen lamps - Lamps easily rep.laced by remIovin.g st,ap ring '. Shuww Lang head: (2) Uai S111011t1m) 111810: J11" W2, ..... ... � ......... . . ......................................... a.. :.,+"::::�:i:i:i:i:i:i:i:::i:i:i:::i::":", * ,:_:,:_::j'* ....... ..... ............. � ....... %.. - . --��iii�ii ;i�.+-. %. -.-.:.:.:+:.+ ��. ::,:�:::` �, , Industrial Polyearbonate Sealed .:.::. -�-:.:.: _'�i_. �:�:�i:li*tlz.l - .; -.'.i� .. . . � ..;.. .: - - .... .". , .. ,�'-.,��N*j:j:�:j: - . - , � ... ,-���� - - ��:�-: -, _.�i:, S�'�'..:�,+, . ." 3 , . -� ,,1:::::::: - . :. " � Beata Par 36 2. 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' ' li"" A iralb ri 1)_ R�c _.. IAIL * ris W. ,,72 U PH, 32 , .fj � � . . r LIGHTING 1.'12' 1 Ir. r.. � -.1 .. - 11 - -," `lqthl2 . r r L r F�vjdLiqlAr,q1r,c , Ftirihd irLUGA .-+,.v.v...r,ii.4�3.�i.6.r.t�..c,, .1 IL . - . . I....�.....�.................................-...-����I L I .................................. �. r 1. I 0" 1=1 TO 1. I Em Fr LT33 Remote Lamp Heads R H r ,Page 2 of 2 6 or 12 Volt Operation Sealed Beam or T-5 Wedge Base LampsDimniable LED Larnps, Thermoplastic Wedge Specifications/Ordering Information Base Round Head CATI ALOG NUNIDER I "'PUkUllilENT LANIF NO. THEflfylQPLA.STlC I HE I VCLTAGE I WATTAGE tNHITE I BLACK I IJUTOLIER NO. ANSI NO. I �2-- ,' � .4 HT66W T68 t TUNGSTEN 923 2'. I GLf 1 .T757 , -K - 1, -2-45 - iri�' 9.0 RrqGW RT%6 19 9178 . 1111�1 , f I f, f i � 1-1.1 • 9.0 R1141211f nT912R 10-2-53 T5 iE'. i I T 60" 1 . , I I . , I _J 2� JE �rnl (1-11. 1: :� I � , 12-VOLf IZ 5 BT1212W � KUM 1 10-2-62 .• I , - - 'k, + [ 1,9 RT1812W R[181213 1 19-2-61 .,2 1 . ! . - � % - -1 I � r - - , F , . " -� - 11_1� 1�_ .. - � , , - , ,-� 7.0 RH76W W68 19-2-8' EFM ., ' ' I . . .�,f' HALOGEN picLr � 10.0 RHI06W RHIMB 19-2-82 MIN Polycarbonate Wedge Base 1 12.0 RH 126W RHI268 I 1 a- '-)- 84 ERK , 12-VOLT F_ 12.0 RHI212W I RH 12 1 Z6 I TD-2-81, ERB Rectangular Head --------- 4.7- � � CATALOG NUbBER 1,9"II -_ R1EPI ACDAENT LFOAP NO RSCNATE - VOLIAGE WATrACE V'lITE BLACK LICHI0JER140, APENO. " , , , 1 > TUNGUIN 5 366W � S66 B t9-2.54 939 5,0' - �i i i I I ) - - - R-V01 T 72 1 176W I S76B 19-2-5 59 927 - Q,7 C 1, - ,+-+.;44 . - , , , , ': 1�1 " I 0 S96W -2-45 90i 11 - - _. - I 19 1 -- I (,T) - 90 S912W 1 S912B 19-2-53 315 12-VCLT 12.5 S1212W 1 S112128 19-2 1 6-2 '322 ' I 1 18.0 1 S1812W I S13-12B 19-2-61 9121 Thermoplastic &Metal Chrome Sealed Beam Par36 ,','A [ALUG NUNIBER 4.6" MEW THEP1,40FLASTIC RPILA-MNT -A.MP 0. 11J.'11 - ',11Y TAGE LAMP WAFTS CII R01'AE INHITE BLACK LIC-1-ITOUErt NO ANt NO - � 1Z. �, TUNGSTEN 8,0 CT86 PT86W PT860 19-1-7613 7613 , . K31 VA 4 " ,\ �_VOLT I 1813W PIM13 19-1-10111 4014 11 �- .; , , 18-0 CT186 PT I 11 .1 , , ..' � IF.. 'i. , ) -) 5. rl -1-4510 '10 -.-25- '-[ - , � -1 - . I CT256 P1256IN P [256 B 19 1 4, 1� - - ; 1. 1e I'm , ;t _�`, - * .. . � 1 30.0 CT3ffi PT:1116YI I PT'311,11 19-1-:1515 4515 ,_41 � . 12.0 CT11212 PTIZ128 19-1-40,14 4044 1 : �. ?,,I PTIZIZW .1 ! . � I '. 12-VOLT I C.0 Q11612 FT1812W I P 1181213. 1 19-1-4414 4414 4-6' 25.0 CT2512 PT2512W I PTZ5128 lq- 1-1,146 4446 - I I - "I'm -1 30.0 1 C13012 PT3012W PT30128 19 1- 4 A_r6 - A405 A. . V,�� . ... , I 111. 8 114, .0 PMW I PHEZ13 19-1-1551 1551 .� :� � , 11 HALOGEN Ei-VOU � . ] 'I I z� --, � I , - , 12.0 1 CH I 26 P H 1 26101 1 PH1266 1; -1 -75r.3 f ,,5 3 60' T.,I-. f - I [ 1 8.0 clt 'H812 B 19-1-75,;5 7555 1 1� ?,m a i � f ": * :1 I �� J ]?--VOLT lia . � __.,_�_ 19-0 I f1ii I 2 I 2 H12128 19-1-7557 1 1557 __ , . - - P. 9CATALOG NUMBER- I RE'LACMNT LANT NO It C A S31 Df,/Z _, F�Ny__ - VOLFACE I UINIPWATFS ��I ziiilf I Ur,,[TOIJER NO, ANSI NO._ Industrial Polycarbonate TUNGSTEN 8.0 HT36 IT86 1 19-1 461 3 71313 . - Sealed Beam Par 36 6-1101-17 I 3.0 HT186 IT186 1 19.1-4014 40111 25.0 IHT256 IT256 19 1-4510 4510 30.0 RT306 IT306 19-1.4515 4515 5.1, 1 12.0 HT1212 I IT1212 W-1-4044 404:1 I._ Uuull -1 12-VCLr 131_0 HT1312 IT1812 n-1-441A 4414 ... -_ 25.0 HT2512 IT2512 19-1-4443 4448 I I , f M.0 HUM IT3012 19- 1 _4405 4,105 ',J., nli . U H1166 I H66 8G 15_14HI3 75% "JALOCEN 2-VOLF . HH86 IH1 10-1-7551 7551. ! - 12.0 H H I ` 6 1 111146 1 t9-1.7H3 7553 1 8.0 HH8112 I IH312 I 19 1-75H75F5 124CLT I 17L HHIZ12 1HIZ12 1.0-1-7 57 7557 110.0RDER SHATTER-RESIS CANT LAMP HEAD.5. _1 I 1 .13 ADD THES.IJUIX'S" TOTHE SELECTED HEAD TYPE lE)L lHIMS) Wn._7Type: i I 631 AiipQit Road, Fall Flive[JAA09_72_1) * (50 673-U.13I , Fax j508',67,11710 'A'e reserve the right to Change details of da3iqn, materials and finish. wv,,,,u_ligh1oIiPr.corn (0 2005 Philips Group - D0308 Lightolier is a Philips group brand PHILIPS 10& ft N M 81 Wft 06% ,10" N a Aft,, rfuulmu tPTRA1urtT STEEL r`VLES4 SL-1 2 3 --- . RSP SERIES - Rvurit-.1 stra;!,Jh� -Ae�,l _aft . Fo!-,5�lr,�,ri,)?',Vrjriized�,,.r,,c,lio.,1-..otts,Y,,,,:::,�1 ' . - ` ,,. k - One-piece CC)r1struction nLits ,9. voshers � S�eel uas�e plau3 - Finis . fied In' ,,,eather ' procf povvdr,r-ccaLF�Anc I I , , h-vtc;-Piece base cciver - Bot rerripla'- te inck:(Jed I - ,Grount! !ug, c,tandard (3/s!l 111. 6 threacl) . 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