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HomeMy WebLinkAboutSDP200600089 Plan - Approved 2006-10-18ALBEMARLE COUNTY, VIRGINIA MAJOR I' I PLAN AMIIG I I PREPARED BY: CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 AUGUST 1, 2006 GENERAL NOTES: PROJECT DATA: SHEET INDEX PERFORMANCE STANDARDS E g�pw� ppp��� Q THE �g QUALITATIVE STANDARDS: q� g g �N B� p�RE�TEp o DEVELOPER: SUGARAY, LLC, W BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901,434.978.1786, 434-978.0188(F); CONTACT: GEORGE RAY SHEET 2 EXISTING CONDITIONS AND DEMOLITION PLAN 1 OR CIFICAL Y I TEDD! T�ENUCLNTUDE��ID ONgN" TH NpVE ENTS I T TON THE�WIN(i8'1__, 1� _ _/1LLEAI�IWIRS S 14. �1 L"'""A�M�fTEO A TH OF NQ MIT��ITE�D pTR PA YBTEMETHEO F RESPONSIBLE FORTTYMIG PROPERTY OWNER: SAME AS ABOVESHEET3 LAYOUTPLAN AND�YASSOCIATED A I IE IMPROVPICI!UaNG �� TAX MAP/PARCEL N: 61W -1-A-7 SHEET 4 GRADING &UTILITIES PLAN 2. CALL MISS UTILITY 1 800�50.4S 5N2�-7OF DATA uy0.01PRKNt TO ANY LAKED DI TNUER�B�I ACTyN,�IRTYUgTILRI SHOWN ONTHEp�gNg ARE 15. ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE K COPPER TUBING AS A MINIMUM. MAGISTERIAL DISTRICT: RIO SHEET 5 UTILITY PROFILES UN�O�UN�TI ES. M " BE � TH CEO�NFIRM ThIE XI3TENCE �1 HCA OF CERN FIELD CONFIRMED. 18. ALL SANITARY SEWER LATERILLS TO BE OF SCHEDULE 40 PVC A3 A MINIMUM. PROPERTY ADDRESS: NA KuuN WATER AND SEWER PROPERTY SIZE: 2.370 ACRES SHEET 6 WATERLINE DETAILS 3. c r�gcTpR �ppRpINA EN�wgITH L T /A�U�THORITIES�PpRINOpR T LN pT�H�E�pw EARN LE /pA�TLLTEgN�D ALL C p NgpE�T�pN gy THE �KrAT E M g %[AV Au CURRENT ZONING: c1 STORM AND SANITARY SEWER DETAILS I D I KAS OOWNCTOR LL I I �AMINTAIN THE PERMITS SMI APPR IOVED 3�A 1 }I ° E WORKING DRA ANDMi1 NoTIF1'I�P�R SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORTKHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SHEET 7 SPECIF TIONS OWN AT ALL TIMES. PROPOSED ZONING: Cl SHEET 8 2. THE Lp�pTlp� of ISTIK� �T�E S pSg 7}�E ��E OF THE D yypRK �R� NpT CE SHOWN ON THE p�q�g q�� WHERE ARE SITE & STORMWATER DETAILS 4. THE CONTRACTOR SHALL ENSURE THAT HIS /HER WORK IS PROPpTERRLLY COORDINATEDpWIIyTHH THAT OF TTH�E OTHER TRADES ONSITE. ONLY�APPROXIMIDIJ /ANTpELY gTRU���pN gH� L �q��p� �HTAHLL, oN HIS INRI TA IVE LOCATE ALL UNDERGROUND LINES AND STRUCIURE3 AS �3SARY. COMPREHENSIVE PLAN: URBAN AREA - COMMUNITY SERVICE SHEET 9 LANDSCAPE LIGHTING AND SIGNING PLAN 5•§QTnE �37H � IONER ITO ffijMDjGWEIpF E N� TH THA F CTSFIALYVI ACOST F 3 "-" " Y THELBBEMRLE COUNTY SERVICEAWUTHORTH�_CURRENT EDRION OF TI# GENERAL WATER AND SEWER CONSTRUCTION SPEGFICATIONS PROFFERS: DRINKING ATER WATERSHED: NONESHEET 10riN1fTWA LANDSCAPE DETAILS GESLLNO CHANGES HOUTHE WR N ENT OF THE E VEER. 4. DATUM FOR ALL ELEVATKN4S SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. WAIVER I VARIANCE REQUESTS: CRITICAL SLOPE WAIVER (APPROVED ON AUGUST 23, 2M BY THE PLANNING COMMISSION) SHEET 11 PHOTOMETRIC PLAN 8. THE ITE WORK IS TO BE W T NGT THE DIMENSIONS TH I IFIE P,J,�I$,IS %TAC.EPTA�L��ES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY' (1-000 fi62-7001). SURVEY SOURCES: PHYSICAL 3 BOUNDARY: THOMAS B. LINCOLN LAND SURVEYOR INC DATED 1219/64. Nt�F{ACT IN R IF THERE'pAppRjp��' /�KSEp�GTRALINIFARDINc THE Y Afe MIS rc iu kW ri gN�wE pig p� E� �pyE T IC THOMAS B. LINCOLN LAND TOR INC DATED i2r9ro4. SHEET 12 LIGHT AND WALL DETAILS ARCH�RAL DRA�AND �NryTH ENGNE REGA�RDI �j � ILDI AOR SHAN FINAL 6 THI3YINACTELUDESBLL FIRE PFiYDRANT���UTERAL3EAND WATER R�D FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. PHY�OPOGRAPHIC, 3 BOUNDARY IN OUTSIDE LIMITS OF B. LINCOLN LAND SURVEYORS �ON SITE. WORK WAS PROVIWD ¢_Y THE ALBEMARLE COUNTY COMMMUNIIY DEVEL�DEPT. AND THE ALBEMARLE COUNTY SHEET 13 EROSION SEDIMENT & CONTROL PLAN 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. SERVICE AUTHORITY Ft�n<<THE SOLE PURPOSE OF CONTEXTUAL INFORMA ON. 7. THE TRACTOR g 4 IFY % TING SITE �pNDITIONg ON THESE p�N� TO THE BAST OF HIS ! R ABILITY. TH_Irc: JWIE �L AL VERIFY BY 3TA�THT R 10 FI�L MA TORR SITti IMPR VEMENTs ro 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. DATUM: NAVD 88 SHEET 14 EROSION SEDIMENT & CONTROL DETAILS EXISTING 311 E CONgr IICC AND FEATlN2E AND NOTIFY ENGINEER ANh DISCREPANCI 3, E S ANO c�nss10N3 FORE PROCEEDING WITH E 9. LT R�TKNI ppTq T D Y p �Tp� IN plE�p A 3E7 p� PLANS gH� g� pRpylDEp To p ER BENCHMARK: BENCH MARK IS SURVEY CONTROL POINT T-1, NAIL WITH F LMHER LOCATED ON SOUTH SIDE OF GREENBRIER DRIVE, T NTATIV� TO SE � T ENALC A3�81)ILT PUW�THE DATA EWDED SHALL BE IN ACC()RWINCE WITH T Irr(Y/coUNTY 5 FEET BEHIND SIDEWALK AND 8.5 FEET FROM MANHOLE. ELEVATION 499.47 B. THE TRACTOR ,HALL BE HELD SNOGLY RE SI OR SITECONDITIONS THE SURITYpAFFETY HIS /HER WORKERS N D THQ�STEE A3 3Pt`IFIED LA E 13 . DEVELOPMENT BREAKDOWN: DAITY HIM MH THE��� WITHDOR WORIC� TH UI IlHuEiv// HE 10. ELECTRIC TELE AND 0 R D ITt S BEg H T I VIACAo31N P R ARN�D IN E SAME GENERAL BLA 17,563.80 SF 0.40 AC t8.90 % OR FOR SE NGS PR E ORNlNG'N THEIR Y T�ETJT U D R C�IIT AC AS Ili WATER AN ONI[>EEi 3 � E T � TE,�I t1�R �� TTE CT U THEFOOTPRWTIS I TO MAINTAIN A GA3 I TH [THORITYURE AS T THE TION, OR, SHALL WITH ITY PR 0 I PLA D IT. BULD94G'' 6,580.50 SF x 1.753 STORIES = 11,538.00 GSF A�LQ�R H Lp F RANRAL��� KK E I RY ITE DURING $UILDNdG 8' 5,120.00 SF x 3.75 STORIES = 19,200.00 GSF NT TLESS IT I T TO THE SOLE NEGLTHE ER EER. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: -BUILDING IC 5, 883.30 SF x 2 STORIES = 11 728.60 GSF 9.CONTRACHORS�HALLALQ�T�RE I� IMIOTRSS FCp�ISTTRUC qNp pENTMAR(,ATE TFIEMI CLEARLY PRIOR UREB THAT CANG 1. ��O pJ1Y�UC�� TH R WAYMYCDINA0TO Y00RATELY REFLECT THEQIlIRE1N OF THE PERMIFT. WHERE ANY SROADS IDEWALKS 51,110.00 SF 1.17 AC 49.30 °k ANEL YT BEEPLACEt D ��i1OREI I TCOMMENCES. ALL SEDMIE AND EROSION CONTROL MEAS PDEFIES UR TTHE ME RN• TRE NEE BCEEL ALL,• pR� OPEN SPACE 35,071.00 SF 0.80 AC 33.80 % 10.µR�iliE R.TMEOL TORR 1I RESPONSIBLE FO ALL CT TMASSOCIt D WITH REPR�D RTE3T 1 T SE" OWNG 2 EORTOHPE�RQNMSE NOTE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS TOTAL 103,744.80 SF 2 37 AC 100.00% ON 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY CHAS Rpq AYg H BE pRpTECTED FROM DAMAGE DU TO THE 3• PRIM TO CLTE/AiRTII, GRADI pRpVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PARKING CALCULATIONS: gUIpLJNG 'q' 11,538 GSF 8,831 " NSF OFFICE NSF / Z00 SF 33.15 SPACES CU OF THEE WORK. �L� REPAIR NE SSARY BfE CONTRACTOR OR TFI03E ASSISTING HNd /HER IN THE EXECUTION �^ �UCTION. SFIALL BE BORNE BY THE MCOI4 RAC OR. 4. /1�L $L�ANO_,.QIST� AREAS ARE TO BE FERN IZEp, BEEpEp /Wp M CHEp, TH MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTALNERTICAL). BUILDING'g 19.200 GSF 18,098 '• GSF OFFICE NSF X.8 /200 SF 72.38 SPACES 88 �R IF PERMITTED p R g_R OBTAIN ALL T g� �I IEK . R rwiLY E LESSER SLOPES 9:108 BETTER ARE BE OBTAI ED, BUILDING V 11,727 GSF 4,216 • NSF SHOWROOM NSF / 400 SF 10.54 SPACES 12. N OF EXPYL 3 IS EXPRN ESSL E�PLROpH__ NO_ Rp_ Rp 3�TETOApRIT� EXPL03� L BEN UTMLLTEI �TEDIYVITFI L OTHERS 5. P IP��3 EA �ILIZATI N MANT�ARDI y MAY REQUI� V EDNFr pplNl NOF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE TOTAL 116.07 SPACES �IHG HE SITE A WELL OTl• -FY AS T AND ADJACENT OWNERS. E 13 BEE ED INSMT TO ST IZE A GE EL• 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. " BASED UPON COMPLETED ARCHRECTURAL INTERIOR PLANS. 13.PARTQ gAHNAYLCLOBNESTRyCTiQNFRVIOTHMINTHAEH�FXGIf$TI�NpOEPAgRLTIMCER_IgHoTF WAY I UDING CTIIOgNMT�OWA� NAYS TING RQAD�T 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SIiALI BE REINFORCED CONCRETE -PIPE - CLASS Ill. " ARRIVED AT BY SUBTRACTING VOLUME OF PERIMETER WALLS. THE PE'RMMIT SHALL "A, WITHIN EREMENT81i0FNTHE PERMR. N rWHERE�PTIOANCN �UTRH, THE REQUI�OFT 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1928) TOTAL PARKING REQUIRED. 116 SPACES PE TOTAL PARKNJG PROVIDED 122 SPACES 4. CONT-0RACTOR� QQORDIETRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PnT uONN�3TRR �, FF�E SITE-SPECIFIC NOTES: MAX. BUILDING HEIGHT: 48'(W ALLOWED) QUALITATIVE STANDARDS: ALL uNgU ��g� 1. PRELIMINARY APPROVAL GRANTED ON SEPTEMBER 14, 2005. RE�CREA.TIONAL AREA: NA I. THE SITE WORKES ILL RWAY STOCKPILED AND ITS DISPOSITKNI DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF 2. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100YEAI2 FLOOD PLAIN (ZONE ■ C) OR WITHIN A RESERVOIR WATERSHED. Bu O�jLLY 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TTOO A STORM SEWERAGE STRUCTURE. 3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY SEMI -MATURE HARDWOOD / PINE WITH SOME VOLUNTEER TREES. 3• U�MUCH� T 0�-MEA TURK, E D NBT � INS �OR�OTHER �� R���TMG DVTMAX. NUMBER OF EMPLOYEES: 71 UTY C 4. ALL INTERNAL ACCESSWAYS ARE TO BE PRIVATE. qrG 5. 5' MINIMUM NIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. DENSITY: 0.17 FAR (BASED UPON 17,563.80 TOTAL GSF) 8. TRASH SHALL BE PLACED IN DUMPSTERS AND COLLECTED PRIVATELY. PROPOSED USE: COMMERCIAL PROPERTY SUBDIVIDED INTO 3 LOTS 4 � , �T� ��� ���FE�RT� 3:,%&* LCT BED. �IMAXIPUML18AMOPE 1:1 3:1 ONTAL.VIERTICAL). 7. ALL SIGNAGE I SITE IDENTIFICATION DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER! DEVELOPER 5. N gI Tri LL AAI' LIL1, L'W CT�INEDL.D HES MAY BE REQUIRED WHEN, IN THE OPINION OFF THE COUNTY AGENT, IT IS HDEEEEM ED NECESSARY SS�Y TRIP GENERATION ESTIMATES: 6 VDOTA KUNLE83 STHR�DRIUDMMA ANTNERIALS TO BE USET D IN 3TABLIZATION SHALL ATIOSO BE APPROVED BY ETNGINEERD STANDARDS OF CODE LAND USE GI� EKDAY AD,I. STREET PEA SATURDAY SUNDAY 7 LP 4K K SRADE.,OOD OTYPSI� REIN NOR ED SWITH 8' X �S 1aH10 PLACED UPON 4SOF COMPACTED21A STONE ID K3 C�D ALL 1� WAREHOUSING �x 3EEAIMPLOYEE3) 0.51/E a1L� OYEE 0.59fEMPLOYEE 1.00/EILOYEE 0.85/EMPLOYEE q� ��NN��LL N� qLL pU TES �qp� �HpL� BE TRIPS GENERATED: 11.67 1.53 1.77 3 1.95 ��yJy7 H Op 8. WWM� (_, HEAVY WTY�"�NPTEACTED 2�A 3T01 OVEM R COMPACTED SAULL ADETHICK, 4,000 PSI CONCRETE REINFORCED WITH r X 8",1010 I D UPON is OF w S 9. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. CODE LAND USE AVG. WEEKDAY lPS am. STREET PEAS SATURDAY SUNDAY i ' vc �OAV 10. ALL RBING S BE y�p{�pT�KET G-2 UNUEEf S OTH �E NO PARKING SPACES M�R�p •HC TO E DESKSN�TED FOR �� G. ra HAN PLE SPACESVIA L BE BAND PCENT 70 TFIEY TAERpE T 6 X 18 AIS ADJACENT TO A 5' X B' NT OUT AISLE. ALL VAN 710 GENERAL OFFICE 11.01/1000 SF 1.56J1000 SF 1.4911000 3F 2.37/1000 SF 0,9611000 3F LIC. No. ?$32Win 5 • AC SHAL X 18 ADJA 8° PAINT OUT 1 PAI (x 24,788 SF) • 11. ALL ST RA INST IN ACCORD E WITH VDOT STAN AND IFI TI INF CONCRETE PIPE TRIPS GENERATED: 272.89 38.42 36.93 58.74 24.29 p • BE �LLEp V fi p�Rpg �pE� �p pN� ALL RE pR�Ep 'F �B' / i1 �BE �EE 40. SE NOTED. ALL HDPE PIPE SHALL BE ADS N 12 OR EQUAL WNDOT STANDARD PB 1 BEDDING. ALL PVC OG CODE LAND USE AAVVG. WEEKDAY Ag. STREET PEAK SATURDAY SATURDAY SUNDAYTRInNAL 890 FURNITURE STORE 5.OB/P1Sppp SF 0.17/1000 SF 0.46/1000 SF 4.94/1000 SF 4,64/1000 SF (x42183F) TRIPS GENERATED: 21.33 0.72 1.94 20.83 19.58 TOTAL: 306 41 41 83 46 _ _ __ I a . _a_ai a as m ai Ami Lt/ii it/L a 1 1V.L 1% LlivlilaYJ VICINITY INITY MAP REVISIONS APPROVALS 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. -w WATER LINE (EX. / PROP.) BOUNDARY / RIGHT-OF-WAY LINE 1»- 300' 1. 12-20-05; COJACSA COMMENTS WV® WMO WATER VALVE / METER I.F. IRON PIN FOUND 2. 1-3-08; COUNTY COMMENTS 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED FHA -6 FIRE HYDRANT I.S. IRON PIN SET Y ` - 3. 1-17-06; ACSA COMMENTS YARD HYDRANT SETBACK LINE I �-08; COUNTY COMMENTS � YH4. 3 � 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER BOAO BLOW -OFF ASSEMBLY EASEMENT LIMITS 5. 4-18-08; ENGR. COMMENTS PLANNING/ZONING -- 8. 8-1-06; SITE PLAN AMENDMENT CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. SS SANITARY SEWER LINE (EX. / PROP.) CENTERLINE �., 7. 9-3-06; CO. COMMENTS ( _ v "� ADE 8. 103-08; ESC NOTE / MYLARS Q . C00 CLEANOUT CONTOUR LINE EX. /PROP.) co ° ENGINEER 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. MH- MANHOLE F3:1-- b -2.50X- DEGREE / DIRECTION OF SLOPE 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. SDS STORM LINE (EX. ! PROP.) 479.70+ SPOT ELEVATION i 1 r -c t c L DI � STORM INLET HP HIGH POINT iGON ° 8. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE YD® YARD DRAIN � DES N \ %' BU IN OFFICIAL CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF LP LOW POINT ALBEMARLE, VIRGINIA, DATED 2005. DSo DOWNSPOUT DITCH / SWALE = NtIiR G GAS LINE (EX. !PROP.) WATER COURSE \l'� GV@ GMO GAS VALVE / METER BM+ BENCHMARK \ / 4 ARCHITECTURAL OHE OVERHEAD ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB REVIEW BOARD - UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG -6 VDOT STD. CURB & GUTTER ti i PPA' POWER POLE CG -12 VDOT STD. HANDICAP RAMP PARKING SYMBOL LP� LIGHT POLE HC HANDICAP P / : / DIP DUCTILE IRON PIPE FIRE OFFICIAL GUYS GUY WIRE EMo ELECTRIC METER RCP REINFORCED CONCRETE PIPE � i a CMP CORRUGATED METAL PIPE TRANSFORMER PVC POLYVINYLCHLORIDE PIPE ACSA w (O (� d -OHI OVERHEAD COMMUNICATIONS (EX. /PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPE DcP UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY PIPE G �D. PED❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM / DWM o/6L SINGLE / DOUBLE WATER METER TBR TO BE REMOVED VDOT GV N GATE VALVE TBT TO BE TRANSPLANTED V ._ TBS TO BE SAVED � COMDIAL �� m BOA o BLOW OFF ASSEMBLY �� � / ELEVA VEYCONTROL FLAShER 347E OF 5 FEET APEhMV MT RIOM M4MNALE. \ N y 3 491.17 OU AN 14 TO STR T S �/ E .11 WrM-- / 2 z 1267 P E Xl P. EX. ANV _JI! 4n. N39 I + ;NP LOT 10 TMP 61 W -1-A-8 Now or Formerly I ANVINCE LAND TRUST IIS D.B. 1895 PG. 663 II#D.B. 909 PG.448 232 PLAT D.B. 403 PG. 304 PLAT II Zoned: L1 \ II Comp. Plan: Urban Area CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION IN THIS AREA TO DETERMINE IF SHORING OR OTHER OSHA MEASURES ARE NECESSARY WHEN CONSTRUCTING PROPOSED WALL. TMP 61' Now or BLUE RIDGE 1- ASSOCIA 1C II 1 D.B. 728 PG. 64 491.17 N CU AN 81 AL TO STR T 11 B �/ E TMP 61W -1 -A -9B 3 ry to SDMH PMJB LAND TRUST /,gyp^' /k C� kI17.B3 EX. ANV _JI! 4n. N39 I + ;NP LOT 10 TMP 61 W -1-A-8 Now or Formerly I ANVINCE LAND TRUST IIS D.B. 1895 PG. 663 II#D.B. 909 PG.448 232 PLAT D.B. 403 PG. 304 PLAT II Zoned: L1 \ II Comp. Plan: Urban Area CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION IN THIS AREA TO DETERMINE IF SHORING OR OTHER OSHA MEASURES ARE NECESSARY WHEN CONSTRUCTING PROPOSED WALL. TMP 61' Now or BLUE RIDGE 1- ASSOCIA 1C II 1 D.B. 728 PG. 64 I Icy +� \ \ +506216 \+5a1�16 s'0\ Use: Community Service II I D.B. 729 Zoned: CV Zoned: C1 4it \ \\ \ + \ II Tc ac Comp. Plan: Urban Area I \ S0ra47 \ II 51 511 Comp. Plan: Urban Area 1 \\ \ \\ \\ `\ II I Use: Community Service Use: Community Service \ +503.AV \+\ + \ + \ + Ila 1 507.41 \ 509.11 \\ 510.04 +510.06 I h \ \ \ \ \ SDW ON I ON78 71 \ I \\ \ \\ 8/��T \\ 510.11 -- ---- NOT ANFi�LO +- - - / INVOUT TDP II \ I� 7,11 F N49'37'07"W \\ \ \ IN � 11.05' FROM IS \ Asian&T \ � � � � � � I 11 l � rC TO t \ I� 11 \\ +30.£11 11 P L 507.J0 \\ 50eP.01+roo +SGg I e's X816 505.43 s 1 - - - /81R¢1 II\ #W .02 r_ - - - - - - -WT�_ _ _ .- aav I _ _ _ _ _ _ /NV OUT JW.35 - T- \ DI -7A Max .80 TDP 50841 1b �IN� /- B I EDGE OF ASPHALT PA�IrING = PROPERTY BOUNDARY+/- \ �° 506.84 500.08 14RO 18W0 _ \ 014W0 � - - ~ IaRO__ ��`� (� + TEL \ WO - _ \ - ✓ G3 / - - - �� % f 508.49 OD Tap - - - - - - - \ 502.79 _ . \_ - 506.66 ) 20R0 \ 508.61 C) 12WO 18W0 ` X0675 _.✓ 508 84 ® 5" PI S // \ I PED V 507.10 - - - -- - - - - - -C� 507.71 506.98 1 T - v - - - - -12W0- 505.51 SIO ROCK - 508.89 WALL 1 I 114Wo \ tswo Sae oa C3 �o � os.00 ,� 2owo �t 10 1 502.2 14W0 - - - _ �� 507.29 14WO EASEMENT 1 r I ,'ORO �3 502.71 \ \ 22W0 \ \ \ 12ASH 507.78 506 / 508.05 EXISTING 25% OR �l \ �� 1 \ 504.92 � GREATER -SLOPES 507.32 I �� 1 Q9 \ 12 INE 507.78 12W0 12W0 � / 9C \ Q 505.03 - - , - SUBJECT SITE (NATURAL) x,88.79 507.37 / / 4970ti 1 I _ 18WO \ 14PINE 016R0 W 14R0 _ \ N 1 500.87 \ � � 12PINE \ � � - - - - - - - ` 504.71 \ \ X508.75 / 506.23 / XMR 7 11 / / 9W/N I� 1 I0 \\ 0502. 6 \\ ®505.41 - 2•y3Z0�� \\ 12POP �� / / 1/ WW_� IA205 +*97.07 / 1 TMP 61W -1-A-7 `� 506.44 14wor I \ \ \ ALL TREES TO BE REMOVED I 16 WO 9t \ \ \ \ \ UNLESS NOTED WITH T.B.S. 5 9 / i Now or FOm►erly \ EXISTING 25x OR _ _ SUGARAY, LLC (D 22WO / // / // 7 / / { 1 GREATER sLOPEs \ \ _ - _ 1z d 12WO D.B. 1104 PG. 277 \ tswo / / / I �•- " \ - .21 503.14 \ \ 1 WO / / G3 / ci �7. / \ �+ /� x / y�►� ) EXISTING'UNPERGROUND D.B.-2917 PG 023 ,ewo / ,6Rm ? / \�- /Nv/N \ 4ww - ,C `"t '� Q 18W0 \ _ - - - - - G3 12W0 \ \ 504.86 , / 18W0 / 499.30 TELEPHONE C)VSLE TO BE 503.05 -D.B. 460 PG. \ / 501.23 / / �� // \ I 1 \ EXPOSED AND REL60A D PER 502.82 \ / / F //sc PARCEL A \ I I 1 \ ~I \ \ GRADING AND UTILITY P� AND Zoned: C1 \ / / / / `S 1 > �� 1 \ \ UNDER SUPERVISION OF SERVICE` ` \ 14Wo\ , \ / ,sRo / / // / / / �►� �KO�c?1/s Tap 49591 TMP 61 W -1 -A -10A \ {a \ \ \ \ PROVIDER. 1SE ^ _ _ �� 20RO Comp. Plan: Urban Area \ 503.23 - 18RO - _ - ` ' / 502.99 \ Q 14R0 ® 503.21 / IR474 / BC Now or Formerly \ .9 Use: Community Service , 7>.58 M. OWEN (318RO Sq� _ 12wo _ , \ / D.B. 1896 G 636A, 636B PLAT I ^\ t 1 I 498.74 1 \ o 118 O _ - _ - - - 501.11 \ \ ALL TREES TO BE REMOVED / / // / / / / _ 4VF°wr t l � \ UNLESS NOTED WITH T.B.S. / / / / 14,E _ ` 14 4"28 D.B. 1896 PG. 635,636A PLAT I{ 1 11\pw0 I 16PINE 22Ro `� \ / MO // // i6wo / 444.16 // ` ' ' I D.B. 1798 PG. 283 1 I 497.11 _ 500.43 501.69 ROBERT WESTAWAY, JR. \ / / _ / I \ - i D.B. 1285 PG. 359 ORDER \ \ / / 499.10 /49a.2� / / - \ Zoned: C1 42 WO 99.58 ` - - - D.B. 1287 PG. 28 COMM. OF VA / / / / - "' / EXISTING 25% OR 1 r \ 14PINE \ I \ _ D.B. 798 PG. 332 VEPCO \ \ 1 O \ \ \ / / / / // / y 4590 ® 14PQJP Comp. n: Urban Area II - - - �� D.B. 739 PG. 435 \ 501.53 \ / / / / / / / \ IM ADSLOPES / 1 1 I \ 496.82 \ \ t6Ro D.B. 558 PG. 3021YWO (D \ / / l 483'75 \ (D 16WO 2�- \ \ '�" / / / / / / / / / / I / 499.07 499.54 - - - -�-406 P% 3&' 11�6 12.0 \ \ 24rvv0 i / / 1 / \ n4' + i ' D.B. 85 G17Y OF C VIL4 02 Sip / / I I ' 3 ,� 4A447� \ _ 4 \ 2.03 / swo / / / / 14W)0 ) I \ D.B. 4440 0. 19 PLO \ / v i a / 487/16 I I I I \ \ ` - 4g5 � - - - - - - ' D.B. 4`16PS 347 GASLINE EISMT \ / 498.32 / / / / / {!, 1 G) _ - - - 49488 D.B. 411 PG. 589 VT&T \ \ 20WO / / / 1 I I 1 p�Q \ - 494.079 -, \ G3 // / / / / / 1 taws \ 491.88 \ D.B. 403 PG. 304 PLAT \ 14WO 501.08 / / / / 48 ' _ D.B. 290 PG. 441 GASLINE ESA�/O \ 499.54 1 // / / Q 20 0 / / l ' 1 4833 484.32 \ \ \ \ 14W0 _ \ 1840 �i 20W0 HWPB XI PG. 32��3�,,� C3 497.23 \ 9� I TWALL \ - ;i 1 / / / DETRMINE EEDOR MI 1 I 1 144 © \ \ \ + 1 Q 493.29 49¢.23 496.78 - i / IN I+ I 1 1 \ \ 14RO 18WO- - - - -- - - - - - 20RO - 12WO \ \ 18RO / / ADJ STME TS TO ISTI 484.61 \ \ 496.00 - - \ \ 2040 499.45 / / / ST,Y¢IRM PI S TO CCO ODATE / i .i I I t4POP { \\ \ \ 492.78 . - _ - �J198.36 - - - - - - \ 496.85 \ \ ® �� / PROPOSE S To CC E TS. \ \48464 \ \ \ \ ~ \ \ \\ F- 14RO ---- `\ 012ASH- \\\\\ \�14W0 \\_5W.6i�� / 1/ 491.52 493.31 \ �g7.87 / ISTIN(� 25% UR GREATER 20'DOWNAGE A' \ \ Qsc 12WO ------ \ \ ) \ 'f✓ r - - - (\ _4$.2.35 - _ 18W0 - - \ / // I OPESI(NATUgtAL / / L , I I 1 FNM \ 47 20WO d 18W0 �3 493.63 14W6 1 I D.B. P B \ \ 1840 \\ \ / / 1 14DBL BCH I I I / � 487.77 \ \ 14W0 491.73 491.73 20W0 \ 18WO / / 494.21 I I I 1 / / I ; 1 I; 1 \ \ 1 488,98 1 _ 493.61 \ 495.58 \ \ EXISTING 25% OR 499.23 / 12W0 / I / I \ I 14WO \ 18W0 T \ 48N - -I - -. - - REMOVE EXISTING \ G3 \ \ / o 497.70 / / / I I / I ` � \ 1 � 482.37 \ 4@5 93 \. I #� - - 490-, - - -CONCRETE LINED / \ \ _ GREATER SLOPES / / / I I I I l /. I } \ \ \ `\ \ _ _ 49200 ' v. -(MAN-MADE) / / / / tawo \ \ SWALE _ - / 1 \ ` ` 16Wo �18R0 / CONC• DRCN X + rtr 1( �1iW M9 X $95.10 498.29 \ -- �_ / / 1490.171 I I l / I I 1 Q 1840 \ \ \ 18POP \ \ \ I - - 22wo / \ / I I I� tawo / ` 1 I a6oss \ 484.37 \ 18 \ 16W0 - .- ` _ v ` _ �j�. - / j 481.55 i T{q_ \ O1.AB I I TJ \ �486.ss-�, 4N. to X -X- ,a-- -49p- _ -__ _-_-_ _ - 1_ _ // / \ 12Ro 5\ ESMT 1 \ SDMN - I - - 16wo ' - - - _ X _ 1107 IC _ X' X - _ T. 12P#M 12PiNE - - - ' - - - - - - - ~ I I 1 / I I I D. 332 \ 4Mi 7 _ X - - �.� T.&S, - �+ 12PM+IE 493.76 \ \ �p ID 2 AK _ _ 464.94 �X - - X - X 14ASH _ - - _ - - - - / - gP�g- 1�PMIE - -X89.01 - _49ti.A8 - �?44wor '* .. �� ` - - - - - - - - / \I I I I / 14W0 / I \ I Q \ 7. - - ' X c� t2wo T.B.S. 441.10 T.I $: - x.+ 73` .. ,,, - _ - - - - - - - - \ I I 1 1 461.7,( I / I \ \ I \ y, _ _ 1 O �-44947 4 ___ - ��i� --- ---- � -- ------ I 1 / 2040 / 1IRO \ \ _ zaz TB.S. - _ - - - - - - - - _ �_ _�- 1 �._ i c ` - two\3 a I ae� 1f ----------- -- --_ --- - / \ I� I 478.13 I 1 - - - i 181.04 I I„� I 1 RO I l \ \ /I \ 4471!98-- ___---------- __---__ -•■ -__/ I 42.78 _ _ 16W0 --- ----- _ ------------------480--------------- --------- _ _1��-------- -_-/ J 1 \\ \I 1�\ \a6?esos �a82.ta\\\ j -------- --------------- \ \ 4777D - -� 1 \ \I \ 1 1840 498.93 P A'o1 TW fp�CS6 M :1 r Dh3 ~- / -- _-- ----- --------------------477 _ \ \ ®480.60 \ / / \ \ UP _ - - - - - - - - - - - - - - - - - - _ _ - _ _ - - - - _ 48p -O%t4D/Ns` - - \--��_ ^_� - - 1 _ � I ,• \ \ \ \ \ \ ,. \ ' � -EA DRAINAGE�DOESNOTTORM/ Dr 1 - - _ D.B _ _ _ - - - - - - 480 11 \ \ \ y\ \ P §`I W� 1 -A -SFO I RESIDE COMPLETELY 64a8WWr / �\ \ \ // \ Nd Or Fo►►�►efly\ 478.17 _ WITHIN EASEMENT D.B. 7Jm P. 436 u1 - - - - - I 471 3 + + j \ \ \ , + \ \� \ MU TIC NEL TVA CABLE 4711.48 478.71 + 47798 + +471418 \ + \ I 478.90 \ \ \ \ I I ANT 471493\ \ 471492 + \ \ \ 47ee16 \ \ \ / \ \ 4B?14\ D B. 1798 PG.g33+ D.B. 739 P. 496 "` i�� \\ \ 47e 06 47813 7C 47811 / - \ \ / 78 a , \± /�� B Zo PC 1 G. 259 Lveso41r1 \ + 477 47020 +�/ \ \ /7 _ ;-----------------/, \\ \ \\/AC . Piant Urban Area TOP All LOT A-1 \ + /7� \ \ \Uommil 1Service 475.11 f� a t,I I TMP 61W -1-A-6 \ 40' /u7r M LEGENDEASAffiNr : Now or Fo �I l \l \ DO. 813 P. 511 h BC - mteHy - \ \ Cn BBO 4 BOTTOM oTOM Of WALL FOUND / 7788 D.B. 2810 P. 441 I I� FLOWERS BAKING CO. BW = BO OF LYNCHBURG, I DI = DROP INLET PARCEL D.B. 739 PG. 440 GB = GAS BOLLARD } \ TMP 61 W -1-A-1 B FOP = FIBER OPTIC POST \ D.B. 440 PG. 19 PLAT GV = GAS VALVE / 1 D.B. 403 PG. 304 PLAT IF = IRON FOUND -+ f +48�%ow or Fom7erly I IS = IRON SET CHICKEN CHALET Zoned: HC LP = LIGHT POLE = MAPLE I Comp. Plan: Urban Area OP=PLAR ROTISSERIE, INC. 3 Use: Community Service PT RO = RED R TRANSFORMER D.B. 679 PG. 594 PLAT OAK D.B. 679 PG. 590 SOMH = STORM DRAIN MANHOLE O SMH = SANITARY MANHOLE Zoned: C1 TBS - TO BE SAVED (TREES) TC = TOP OF CURB Comp. Plan: Urban Area L TW = TOP OF WALL C-' UP =UTILITY POLE Use: Community Service VDIF = VDOT IF A WO - WHITE OAK W a 1 Wz a V it 0 fa Za 40' 50' TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOT'T'ESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434.296-6497 SCALE: 19 9 = 205 ISSUED: 10-27-05 DRAWN BY: AGF REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS M dYW no=vod. No W of IM mW IIt- -Mby ft w p *"W on bi" plsnt) mey be mpro&*W, CIO or u f od in pry form or by Ma mwno, W, - i- or ff*&W ' Ar k0V p MY, q or by am/ od»rmunof rWMvol 't'dbtnpwn*Won horn Torn Cor"M, P.C. Also, #*" pWm may not be otoiplsd to a d,pd Wt/ wow W wddtn u,morb0W of Tont Conaopls, P.C. O TERRA CONCEPTS, P.C. SHEET OF 14 /LOT /0^y�� 11 B TMP 61W -1 -A -9B Now or Formerly SDMH PMJB LAND TRUST /,gyp^' 0 3 D.B. 2282 PG. 677 D.B. 729 PG. 6 PLAT D B 729 PG 1 I Icy +� \ \ +506216 \+5a1�16 s'0\ Use: Community Service II I D.B. 729 Zoned: CV Zoned: C1 4it \ \\ \ + \ II Tc ac Comp. Plan: Urban Area I \ S0ra47 \ II 51 511 Comp. Plan: Urban Area 1 \\ \ \\ \\ `\ II I Use: Community Service Use: Community Service \ +503.AV \+\ + \ + \ + Ila 1 507.41 \ 509.11 \\ 510.04 +510.06 I h \ \ \ \ \ SDW ON I ON78 71 \ I \\ \ \\ 8/��T \\ 510.11 -- ---- NOT ANFi�LO +- - - / INVOUT TDP II \ I� 7,11 F N49'37'07"W \\ \ \ IN � 11.05' FROM IS \ Asian&T \ � � � � � � I 11 l � rC TO t \ I� 11 \\ +30.£11 11 P L 507.J0 \\ 50eP.01+roo +SGg I e's X816 505.43 s 1 - - - /81R¢1 II\ #W .02 r_ - - - - - - -WT�_ _ _ .- aav I _ _ _ _ _ _ /NV OUT JW.35 - T- \ DI -7A Max .80 TDP 50841 1b �IN� /- B I EDGE OF ASPHALT PA�IrING = PROPERTY BOUNDARY+/- \ �° 506.84 500.08 14RO 18W0 _ \ 014W0 � - - ~ IaRO__ ��`� (� + TEL \ WO - _ \ - ✓ G3 / - - - �� % f 508.49 OD Tap - - - - - - - \ 502.79 _ . \_ - 506.66 ) 20R0 \ 508.61 C) 12WO 18W0 ` X0675 _.✓ 508 84 ® 5" PI S // \ I PED V 507.10 - - - -- - - - - - -C� 507.71 506.98 1 T - v - - - - -12W0- 505.51 SIO ROCK - 508.89 WALL 1 I 114Wo \ tswo Sae oa C3 �o � os.00 ,� 2owo �t 10 1 502.2 14W0 - - - _ �� 507.29 14WO EASEMENT 1 r I ,'ORO �3 502.71 \ \ 22W0 \ \ \ 12ASH 507.78 506 / 508.05 EXISTING 25% OR �l \ �� 1 \ 504.92 � GREATER -SLOPES 507.32 I �� 1 Q9 \ 12 INE 507.78 12W0 12W0 � / 9C \ Q 505.03 - - , - SUBJECT SITE (NATURAL) x,88.79 507.37 / / 4970ti 1 I _ 18WO \ 14PINE 016R0 W 14R0 _ \ N 1 500.87 \ � � 12PINE \ � � - - - - - - - ` 504.71 \ \ X508.75 / 506.23 / XMR 7 11 / / 9W/N I� 1 I0 \\ 0502. 6 \\ ®505.41 - 2•y3Z0�� \\ 12POP �� / / 1/ WW_� IA205 +*97.07 / 1 TMP 61W -1-A-7 `� 506.44 14wor I \ \ \ ALL TREES TO BE REMOVED I 16 WO 9t \ \ \ \ \ UNLESS NOTED WITH T.B.S. 5 9 / i Now or FOm►erly \ EXISTING 25x OR _ _ SUGARAY, LLC (D 22WO / // / // 7 / / { 1 GREATER sLOPEs \ \ _ - _ 1z d 12WO D.B. 1104 PG. 277 \ tswo / / / I �•- " \ - .21 503.14 \ \ 1 WO / / G3 / ci �7. / \ �+ /� x / y�►� ) EXISTING'UNPERGROUND D.B.-2917 PG 023 ,ewo / ,6Rm ? / \�- /Nv/N \ 4ww - ,C `"t '� Q 18W0 \ _ - - - - - G3 12W0 \ \ 504.86 , / 18W0 / 499.30 TELEPHONE C)VSLE TO BE 503.05 -D.B. 460 PG. \ / 501.23 / / �� // \ I 1 \ EXPOSED AND REL60A D PER 502.82 \ / / F //sc PARCEL A \ I I 1 \ ~I \ \ GRADING AND UTILITY P� AND Zoned: C1 \ / / / / `S 1 > �� 1 \ \ UNDER SUPERVISION OF SERVICE` ` \ 14Wo\ , \ / ,sRo / / // / / / �►� �KO�c?1/s Tap 49591 TMP 61 W -1 -A -10A \ {a \ \ \ \ PROVIDER. 1SE ^ _ _ �� 20RO Comp. Plan: Urban Area \ 503.23 - 18RO - _ - ` ' / 502.99 \ Q 14R0 ® 503.21 / IR474 / BC Now or Formerly \ .9 Use: Community Service , 7>.58 M. OWEN (318RO Sq� _ 12wo _ , \ / D.B. 1896 G 636A, 636B PLAT I ^\ t 1 I 498.74 1 \ o 118 O _ - _ - - - 501.11 \ \ ALL TREES TO BE REMOVED / / // / / / / _ 4VF°wr t l � \ UNLESS NOTED WITH T.B.S. / / / / 14,E _ ` 14 4"28 D.B. 1896 PG. 635,636A PLAT I{ 1 11\pw0 I 16PINE 22Ro `� \ / MO // // i6wo / 444.16 // ` ' ' I D.B. 1798 PG. 283 1 I 497.11 _ 500.43 501.69 ROBERT WESTAWAY, JR. \ / / _ / I \ - i D.B. 1285 PG. 359 ORDER \ \ / / 499.10 /49a.2� / / - \ Zoned: C1 42 WO 99.58 ` - - - D.B. 1287 PG. 28 COMM. OF VA / / / / - "' / EXISTING 25% OR 1 r \ 14PINE \ I \ _ D.B. 798 PG. 332 VEPCO \ \ 1 O \ \ \ / / / / // / y 4590 ® 14PQJP Comp. n: Urban Area II - - - �� D.B. 739 PG. 435 \ 501.53 \ / / / / / / / \ IM ADSLOPES / 1 1 I \ 496.82 \ \ t6Ro D.B. 558 PG. 3021YWO (D \ / / l 483'75 \ (D 16WO 2�- \ \ '�" / / / / / / / / / / I / 499.07 499.54 - - - -�-406 P% 3&' 11�6 12.0 \ \ 24rvv0 i / / 1 / \ n4' + i ' D.B. 85 G17Y OF C VIL4 02 Sip / / I I ' 3 ,� 4A447� \ _ 4 \ 2.03 / swo / / / / 14W)0 ) I \ D.B. 4440 0. 19 PLO \ / v i a / 487/16 I I I I \ \ ` - 4g5 � - - - - - - ' D.B. 4`16PS 347 GASLINE EISMT \ / 498.32 / / / / / {!, 1 G) _ - - - 49488 D.B. 411 PG. 589 VT&T \ \ 20WO / / / 1 I I 1 p�Q \ - 494.079 -, \ G3 // / / / / / 1 taws \ 491.88 \ D.B. 403 PG. 304 PLAT \ 14WO 501.08 / / / / 48 ' _ D.B. 290 PG. 441 GASLINE ESA�/O \ 499.54 1 // / / Q 20 0 / / l ' 1 4833 484.32 \ \ \ \ 14W0 _ \ 1840 �i 20W0 HWPB XI PG. 32��3�,,� C3 497.23 \ 9� I TWALL \ - ;i 1 / / / DETRMINE EEDOR MI 1 I 1 144 © \ \ \ + 1 Q 493.29 49¢.23 496.78 - i / IN I+ I 1 1 \ \ 14RO 18WO- - - - -- - - - - - 20RO - 12WO \ \ 18RO / / ADJ STME TS TO ISTI 484.61 \ \ 496.00 - - \ \ 2040 499.45 / / / ST,Y¢IRM PI S TO CCO ODATE / i .i I I t4POP { \\ \ \ 492.78 . - _ - �J198.36 - - - - - - \ 496.85 \ \ ® �� / PROPOSE S To CC E TS. \ \48464 \ \ \ \ ~ \ \ \\ F- 14RO ---- `\ 012ASH- \\\\\ \�14W0 \\_5W.6i�� / 1/ 491.52 493.31 \ �g7.87 / ISTIN(� 25% UR GREATER 20'DOWNAGE A' \ \ Qsc 12WO ------ \ \ ) \ 'f✓ r - - - (\ _4$.2.35 - _ 18W0 - - \ / // I OPESI(NATUgtAL / / L , I I 1 FNM \ 47 20WO d 18W0 �3 493.63 14W6 1 I D.B. P B \ \ 1840 \\ \ / / 1 14DBL BCH I I I / � 487.77 \ \ 14W0 491.73 491.73 20W0 \ 18WO / / 494.21 I I I 1 / / I ; 1 I; 1 \ \ 1 488,98 1 _ 493.61 \ 495.58 \ \ EXISTING 25% OR 499.23 / 12W0 / I / I \ I 14WO \ 18W0 T \ 48N - -I - -. - - REMOVE EXISTING \ G3 \ \ / o 497.70 / / / I I / I ` � \ 1 � 482.37 \ 4@5 93 \. I #� - - 490-, - - -CONCRETE LINED / \ \ _ GREATER SLOPES / / / I I I I l /. I } \ \ \ `\ \ _ _ 49200 ' v. -(MAN-MADE) / / / / tawo \ \ SWALE _ - / 1 \ ` ` 16Wo �18R0 / CONC• DRCN X + rtr 1( �1iW M9 X $95.10 498.29 \ -- �_ / / 1490.171 I I l / I I 1 Q 1840 \ \ \ 18POP \ \ \ I - - 22wo / \ / I I I� tawo / ` 1 I a6oss \ 484.37 \ 18 \ 16W0 - .- ` _ v ` _ �j�. - / j 481.55 i T{q_ \ O1.AB I I TJ \ �486.ss-�, 4N. to X -X- ,a-- -49p- _ -__ _-_-_ _ - 1_ _ // / \ 12Ro 5\ ESMT 1 \ SDMN - I - - 16wo ' - - - _ X _ 1107 IC _ X' X - _ T. 12P#M 12PiNE - - - ' - - - - - - - ~ I I 1 / I I I D. 332 \ 4Mi 7 _ X - - �.� T.&S, - �+ 12PM+IE 493.76 \ \ �p ID 2 AK _ _ 464.94 �X - - X - X 14ASH _ - - _ - - - - / - gP�g- 1�PMIE - -X89.01 - _49ti.A8 - �?44wor '* .. �� ` - - - - - - - - / \I I I I / 14W0 / I \ I Q \ 7. - - ' X c� t2wo T.B.S. 441.10 T.I $: - x.+ 73` .. ,,, - _ - - - - - - - - \ I I 1 1 461.7,( I / I \ \ I \ y, _ _ 1 O �-44947 4 ___ - ��i� --- ---- � -- ------ I 1 / 2040 / 1IRO \ \ _ zaz TB.S. - _ - - - - - - - - _ �_ _�- 1 �._ i c ` - two\3 a I ae� 1f ----------- -- --_ --- - / \ I� I 478.13 I 1 - - - i 181.04 I I„� I 1 RO I l \ \ /I \ 4471!98-- ___---------- __---__ -•■ -__/ I 42.78 _ _ 16W0 --- ----- _ ------------------480--------------- --------- _ _1��-------- -_-/ J 1 \\ \I 1�\ \a6?esos �a82.ta\\\ j -------- --------------- \ \ 4777D - -� 1 \ \I \ 1 1840 498.93 P A'o1 TW fp�CS6 M :1 r Dh3 ~- / -- _-- ----- --------------------477 _ \ \ ®480.60 \ / / \ \ UP _ - - - - - - - - - - - - - - - - - - _ _ - _ _ - - - - _ 48p -O%t4D/Ns` - - \--��_ ^_� - - 1 _ � I ,• \ \ \ \ \ \ ,. \ ' � -EA DRAINAGE�DOESNOTTORM/ Dr 1 - - _ D.B _ _ _ - - - - - - 480 11 \ \ \ y\ \ P §`I W� 1 -A -SFO I RESIDE COMPLETELY 64a8WWr / �\ \ \ // \ Nd Or Fo►►�►efly\ 478.17 _ WITHIN EASEMENT D.B. 7Jm P. 436 u1 - - - - - I 471 3 + + j \ \ \ , + \ \� \ MU TIC NEL TVA CABLE 4711.48 478.71 + 47798 + +471418 \ + \ I 478.90 \ \ \ \ I I ANT 471493\ \ 471492 + \ \ \ 47ee16 \ \ \ / \ \ 4B?14\ D B. 1798 PG.g33+ D.B. 739 P. 496 "` i�� \\ \ 47e 06 47813 7C 47811 / - \ \ / 78 a , \± /�� B Zo PC 1 G. 259 Lveso41r1 \ + 477 47020 +�/ \ \ /7 _ ;-----------------/, \\ \ \\/AC . Piant Urban Area TOP All LOT A-1 \ + /7� \ \ \Uommil 1Service 475.11 f� a t,I I TMP 61W -1-A-6 \ 40' /u7r M LEGENDEASAffiNr : Now or Fo �I l \l \ DO. 813 P. 511 h BC - mteHy - \ \ Cn BBO 4 BOTTOM oTOM Of WALL FOUND / 7788 D.B. 2810 P. 441 I I� FLOWERS BAKING CO. BW = BO OF LYNCHBURG, I DI = DROP INLET PARCEL D.B. 739 PG. 440 GB = GAS BOLLARD } \ TMP 61 W -1-A-1 B FOP = FIBER OPTIC POST \ D.B. 440 PG. 19 PLAT GV = GAS VALVE / 1 D.B. 403 PG. 304 PLAT IF = IRON FOUND -+ f +48�%ow or Fom7erly I IS = IRON SET CHICKEN CHALET Zoned: HC LP = LIGHT POLE = MAPLE I Comp. Plan: Urban Area OP=PLAR ROTISSERIE, INC. 3 Use: Community Service PT RO = RED R TRANSFORMER D.B. 679 PG. 594 PLAT OAK D.B. 679 PG. 590 SOMH = STORM DRAIN MANHOLE O SMH = SANITARY MANHOLE Zoned: C1 TBS - TO BE SAVED (TREES) TC = TOP OF CURB Comp. Plan: Urban Area L TW = TOP OF WALL C-' UP =UTILITY POLE Use: Community Service VDIF = VDOT IF A WO - WHITE OAK W a 1 Wz a V it 0 fa Za 40' 50' TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOT'T'ESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434.296-6497 SCALE: 19 9 = 205 ISSUED: 10-27-05 DRAWN BY: AGF REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS M dYW no=vod. No W of IM mW IIt- -Mby ft w p *"W on bi" plsnt) mey be mpro&*W, CIO or u f od in pry form or by Ma mwno, W, - i- or ff*&W ' Ar k0V p MY, q or by am/ od»rmunof rWMvol 't'dbtnpwn*Won horn Torn Cor"M, P.C. Also, #*" pWm may not be otoiplsd to a d,pd Wt/ wow W wddtn u,morb0W of Tont Conaopls, P.C. O TERRA CONCEPTS, P.C. SHEET OF 14 1 N 7936 Lim TMP. CG -12A, TMP. A CG -12A, sW TMP. y O0 8 O 1--I � x A W00A 1� W w a C� NOTES: ALL DIMENSIONS TO CURB ARE TAKEN TO FACE OF CURB UNLESS CLEARLY NOTED OTHERWISE. ALL PARKING SPACES SHALL BE 9'X 18' UNLESS OTHERWISE NOTED ON PLANS. ALL HANDICAP PARKING SPACES SHALL BE 8'X 18' AND PAINTED AISLES SHALL BE 8'X 18' UNLESS OTHERWISE NOTED. ALL TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS. ALL CHAMFERS SHOWN ON SIDEWALKS SHALL BE 2'X 2' UNLESS OTHERWISE NOTED ON PLANS. ALL ON-SITE CURB SHALL BE VDOT CG -2 UNLESS OTHERWISE NOTED ON PLANS. ALL BOUNDARY LINE ANGLES ARE 90° TO EACH OTHER UNLESS OTHERWISE NOTED. VD/FNIB'87V79N f orFROM /S 8051.93 \-VDOT N 5'R; V51 TMP. io PARKINGB BUMPERS. co TMP. � E fin'• `CL o A O a 3 Io ih N I �1 0 10' XY 410' 80 ALL MAJOR BUILDING AND PARKING LOT LINES ARE TO BE PARALLEL OR PERPENDICULAR TO SUBJECT PROPERTY'S SIDE BOUNDARY LIMITS. BACK OF CURB FACING AT GREENBRIER DRIVE TO HAVE NEAREST POINT LOCATED ON 10' SETBACK LINE AND DEPART INBOARD FROM THERE. LOT 10 TMP 61W -1-A-8 Now or Formerly ANVINCE LAND TRUST STD. GR -2 GUARDRAIL 20.3' N 42" RAILING - MODEL: MONROE 3 -RAIL; COLOR:BLACK SUPPLIER: MERCHANTS METALS (800) 348.7678; TYP. Ti t 375.47' o 92.0' LOT A -2A 37,890 SF CONCRETE FILLED BLDG 1 - OFFICE STEEL BOLLARDS IST FLOOR 6,580.5 GSF W/BUMPERS 2ND FLOOR 4,957.5 GSF TOTAL 11,538 GSF ; it TWO-STORY + ONE-STORY ftp On 8 zl DOOR to LOCATIONS, MODULAR RETAINING WALL. CONTRACTOR TO CONTACT ENGINEER FOR PLANS PREPARED BY CIRCEO GEOTECH ON / DECEMBER 8, 2005. it T 3 �PAC� v I 6'x 18' HO CONCH LD CONCRETE LOT A -2B 9UMPSTER PAD WALK, TMP. 26,802 SF 3 7e' 3 ZQ� I 5'R 2'R HD CONCRETE 18 iA LOADING DOCKS 3 t U) I ^� BLDG 2 - OFFICE in 5120 GSF (FLOORS 1-3) < I g 6 3840 GSF (FLOOR 4) TOTAL 19,200 GSF a zI 2 R FOUR-STORY OFFICE 18' 18' -CG-2 to WALK w U 8' �! I01 UNDER 'OOT I LOT 11 C / TMP 61W -1 -A -9C / Now or Formerly / BLUi RIDGE HOMEBUILDERS I I ASSOCIATION, INC. I I I I I / I I I I LOT A -2C 38,539 SF R N 7972.73 r�4 PAVEMENT IN TMP' 2'R 43' I TMP. I O1I v Y 3 R I sv to ALL LOCATIONS; r N 7958.07 N E 8079.82 m 'o• RAMPED Tn o iV is 1 o ' I /� • 0) N 3' R d SECTIO �i0. R 00 .. l O PED . SECTION(S) TO R \ TRANSITION a CON RETE FLUSH WITH 42" RAILING - MODEL: MONROE 3 -RAIL; COLOR:BLACK SUPPLIER: MERCHANTS METALS (800) 348.7678; TYP. Ti t 375.47' o 92.0' LOT A -2A 37,890 SF CONCRETE FILLED BLDG 1 - OFFICE STEEL BOLLARDS IST FLOOR 6,580.5 GSF W/BUMPERS 2ND FLOOR 4,957.5 GSF TOTAL 11,538 GSF ; it TWO-STORY + ONE-STORY ftp On 8 zl DOOR to LOCATIONS, MODULAR RETAINING WALL. CONTRACTOR TO CONTACT ENGINEER FOR PLANS PREPARED BY CIRCEO GEOTECH ON / DECEMBER 8, 2005. it T 3 �PAC� v I 6'x 18' HO CONCH LD CONCRETE LOT A -2B 9UMPSTER PAD WALK, TMP. 26,802 SF 3 7e' 3 ZQ� I 5'R 2'R HD CONCRETE 18 iA LOADING DOCKS 3 t U) I ^� BLDG 2 - OFFICE in 5120 GSF (FLOORS 1-3) < I g 6 3840 GSF (FLOOR 4) TOTAL 19,200 GSF a zI 2 R FOUR-STORY OFFICE 18' 18' -CG-2 to WALK w U 8' �! I01 UNDER 'OOT I LOT 11 C / TMP 61W -1 -A -9C / Now or Formerly / BLUi RIDGE HOMEBUILDERS I I ASSOCIATION, INC. I I I I I / I I I I LOT A -2C 38,539 SF \ O \ 8 TMP' N40°28'33"E BENSON COURT Na0°28'33"E EASEMENT Na0°28'33"E E 8382.08 s \ N 7973.35 - - - 91.91' N 8048.31 ( A 133.41' - - N 8148.24 1'39 4�' E 8190.23 ALL ACCESSWAYS AND PARKING AREAS INDIVIDUALLY E 8252.48 PAVING; TYP. / n e E 8339.47 LOT 11B / \\ / TMP 61W -1 -A -9B Now or Formerly PMJB LAND TRUST 2' PARKING OVERHANG; TYP. / PARCEL A TMP 61W -1 -A -10A Now or Formerly tiA ♦ ♦ i / SANDRA M. OWEN NOTI I I. 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) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" SEE (15- DEPTH) OR INCREASED AS MUCH AS 3" (21- DEPTH) IN ORDER THAT THE BOTTOM OF CURB HALL COINCIDE NOTE � WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE WAS SHOVM. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. A 6" CURB 3 SECTION LOT A-1 TMP 61W -1-A-6 Now or Formerly FLOWERS BAKING CO. OF LYNCHBURG, INC. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, B 6" CURB & GUTTER N.T.S..S. 3 J SECTION NOTE: PARKING AREAS, TAVELWAYS, AND SIDEWALKS TO BE OVERLANE WITH A JOINT ACCESS/USE EASEMENT COMMON TO ALL THREE LOTS. 2.0% 1.5" SM 9.5A SURFACE COURSE 3" BM 25 ASPHALT BASE COURSE 6" VDOT #21A STONE BASE COMPACTED SUBGRADE (95% AS DETERMINED ASTM 698) C0 PAVING SECTION MODULAR RETAINING WALL. - CONTRACTOR TO CONTACT STRUCTURAL ENGINEER FOR PLANS �S I ♦ PARCEL B ♦ TMP 61W -1-A-10 Now or Formerly MULTI CHANNEL TV CABLE CO. ! g R I 10 1' i 1 - HD CONCRETE 4 LOADING DOCKS I I NOTES: BUTT k RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH VARIES- SEE PLAN - FOR ACTUAL RISER HT. AND III OF STAIRS r 5.9' /F /Fa OFFLINE s2yroa'rrE ` \ /F 40..W PARCEL A TMP 61W -1 -A -1B Now or Formerly CHICKEN CHALET ROTISSERIE INC. 113 REBAR IN NOSE; 2" CLEAR, TYP. SEE 8 12„ P. ' �t�x ■ 3/a" EXp-ANSION JOINT • :a. ' ti BACKER ROD AT TOP AND BOTTOM OF STAIR �. SET; CONT., TYP. } :* 4" SCHEDULE 40 PVC TO t w: BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED 6" X 6" W'9/lo WWF OR $4 REBAR (CD 12" O.C. (VERT) AND 03 Q 8" U.C. (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 8" MIN. 95% COMPACTED SUBGRADE 4" SCHEDULE 40 PVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE D_� CONCRETE STEPS R N 7972.73 r�4 PAVEMENT IN TMP' SECTION 43' I TMP. I O1I v Y E 8109.18 ALL LOCATIONS; - p T•P 5' N a RAMPED Tn RAMPED LU I o O 2' AREA; TYP. 0i R d SECTIO N 985.71 .. l O a . E 134.92 a CON RETE . ASPHALT R;> 5R ? 35•` ti 7 S ACES 24'R; TMP. t 24 TMP 24' D MPSTER " 7 PACE, 15R m \ CROSS EASEMENT U 3 R R 3R �^ �y�O0 30 R .3 . C 28.56' 31.95' 8' 8' 12' I SIDEWALKS; TMP 30' ACCESS N 8174.74MEN \ O \ 8 TMP' N40°28'33"E BENSON COURT Na0°28'33"E EASEMENT Na0°28'33"E E 8382.08 s \ N 7973.35 - - - 91.91' N 8048.31 ( A 133.41' - - N 8148.24 1'39 4�' E 8190.23 ALL ACCESSWAYS AND PARKING AREAS INDIVIDUALLY E 8252.48 PAVING; TYP. / n e E 8339.47 LOT 11B / \\ / TMP 61W -1 -A -9B Now or Formerly PMJB LAND TRUST 2' PARKING OVERHANG; TYP. / PARCEL A TMP 61W -1 -A -10A Now or Formerly tiA ♦ ♦ i / SANDRA M. OWEN NOTI I I. 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) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" SEE (15- DEPTH) OR INCREASED AS MUCH AS 3" (21- DEPTH) IN ORDER THAT THE BOTTOM OF CURB HALL COINCIDE NOTE � WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE WAS SHOVM. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. A 6" CURB 3 SECTION LOT A-1 TMP 61W -1-A-6 Now or Formerly FLOWERS BAKING CO. OF LYNCHBURG, INC. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, B 6" CURB & GUTTER N.T.S..S. 3 J SECTION NOTE: PARKING AREAS, TAVELWAYS, AND SIDEWALKS TO BE OVERLANE WITH A JOINT ACCESS/USE EASEMENT COMMON TO ALL THREE LOTS. 2.0% 1.5" SM 9.5A SURFACE COURSE 3" BM 25 ASPHALT BASE COURSE 6" VDOT #21A STONE BASE COMPACTED SUBGRADE (95% AS DETERMINED ASTM 698) C0 PAVING SECTION MODULAR RETAINING WALL. - CONTRACTOR TO CONTACT STRUCTURAL ENGINEER FOR PLANS �S I ♦ PARCEL B ♦ TMP 61W -1-A-10 Now or Formerly MULTI CHANNEL TV CABLE CO. ! g R I 10 1' i 1 - HD CONCRETE 4 LOADING DOCKS I I NOTES: BUTT k RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH VARIES- SEE PLAN - FOR ACTUAL RISER HT. AND III OF STAIRS r 5.9' /F /Fa OFFLINE s2yroa'rrE ` \ /F 40..W PARCEL A TMP 61W -1 -A -1B Now or Formerly CHICKEN CHALET ROTISSERIE INC. 113 REBAR IN NOSE; 2" CLEAR, TYP. SEE 8 12„ P. ' �t�x ■ 3/a" EXp-ANSION JOINT • :a. ' ti BACKER ROD AT TOP AND BOTTOM OF STAIR �. SET; CONT., TYP. } :* 4" SCHEDULE 40 PVC TO t w: BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED 6" X 6" W'9/lo WWF OR $4 REBAR (CD 12" O.C. (VERT) AND 03 Q 8" U.C. (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 8" MIN. 95% COMPACTED SUBGRADE 4" SCHEDULE 40 PVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE D_� CONCRETE STEPS TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-64% FAX 434-296-6497 tjr. No. 35326 SCALE: 1" = 20' ISSUED: 10-27-05 DRAWN BY: MEK/AGF REVISIONS: L 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS AN rWft reserved. No part of the maarial probd•0 by this copyright OWs, Ideea, designs, •eolbm w dsWb oW seW w ds•• Plain) May W reprdduced, dhan7ad or utilized In an)' form w by any means, electrork or mac antral, ftk4 q owtooWlnY. scavft or by any other means of r•trlwal sya-m 0I written pam*ealon "M Tena Cwc", P.C. Also, dsn plans May rat bs asegnW to a third p" wOW first wmsn authortratlon of Tem Concepts, P.C. O TERRA CONCEPTS, P.C. NOMINEE SHEET OF 14 - DETAIL ID -000 3 SECTION NTa Nm` 3 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-64% FAX 434-296-6497 tjr. No. 35326 SCALE: 1" = 20' ISSUED: 10-27-05 DRAWN BY: MEK/AGF REVISIONS: L 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS AN rWft reserved. No part of the maarial probd•0 by this copyright OWs, Ideea, designs, •eolbm w dsWb oW seW w ds•• Plain) May W reprdduced, dhan7ad or utilized In an)' form w by any means, electrork or mac antral, ftk4 q owtooWlnY. scavft or by any other means of r•trlwal sya-m 0I written pam*ealon "M Tena Cwc", P.C. Also, dsn plans May rat bs asegnW to a third p" wOW first wmsn authortratlon of Tem Concepts, P.C. O TERRA CONCEPTS, P.C. NOMINEE SHEET OF 14 5;02. 90 ROOT H /S URVEYCANTROL I �rycP FLASHER /Pe TED S/DEOF IIS 111BR/E LVE, 5FEETBEH/ND VALK7 FEErFROMMANNALE. I I 0 10' 201 4 7n7aNv I$ SDMH X T03B e- \ �Iya CONSTR CT DROP MANHOLE O1� CONTRACT TO INSTALL 'Sj I� EXISTING -5" RCP 3T LINE \ \ TEMPORARY ETY �\ I I ( I ?r V I�p \ RIM 497.50 \ \ FENCING ABO WALL \ I INV. IN 49bt\(IX.) \ \ CONSTRUCTION IN \ I I y I INV. OUT 488\\.35 (15") \ ACCORDANCE WIT BHA \ I1 \ VDOT STD. OR -2 GUARDRAIL I 3 \ \\ B" X 8" CONCRETE TRENCH STANDARDS; TYP. \ INSTALLED AT TOP OF SLOPE 2' I IFv, rp \ W/ CAST IRON GRATE TO \ \ FROM PROPERTY LINE. 1IA I fn I \ FRQMCQNVEY ROOF RUNOFF \ \ \ - - - - - TOP , \ \ ASPHAL T \ PARK/NG \ FRIQM DOWNSPOUT \ \ \ I h y Dl -7B IC \ LOT \\ THROUGH CURB AND \ \ - - - ( INV OUT 50711 _ I 12 d D1FN48.37177'W 11 GUT1�R TO PAVEMENT, TYP. \ \ I I 504.22 3 I f 0!T FROM /S \ \ SDMH SHOWN ON \ ` i INV /N \ I, \ SITEPLANBU7 , 11506.121 T PORARY TO n N DI I \ 1 \ NOT FOUND /N FIELD J �0�//GQ - / N�uT 505.49 12 \ G LNG EASEMENT -- _, 505.43 W 99 499.�> __ __---------__ --- /NVOUT503.55�lV s.77��-��-15'R = SDMH Sh7frop iIN - /NV 1497, 0? �- - - - - ca SITEPLANT; _._ - - �' - - - \\ 15"RCP T - TUN FIELD I STEP W/1LL HEIGHT DOWN ITH GRADE I \ 508,50 TW 2.50 la INV OUT 2 - Till I - - - / D 491.14 508 - _ _ Lis ^�>> WV 1\ S \ \ \ 502 504 �-----_--__ 2:1 / V/ 2 500 SLOPE TO BE MATTED AND PLANTED IN GROUDCOVER (SEE L8NB6@APE P N) WALL AV 9 SMH \ 2:1 - AYDRAINAGE / c�5 TOP 1 / 1 - 498. EASEMENT O/ -7B VDQ� STRUCTURE R-2 � � 495.18 4�'� DI -1 INLET TOP 8 495.84 / 1 / I � � Rp4,491,00 491.28 491.80 � MR RIM 494.47 1 / I TOP / REDUCER;AW x M 497.81' RIM 492.84 �v TOP - \ Allf,I r \ :a > INV 489.66 4� 1.28 _ INV 48i 4� \ .} '`ltn z fts 4., SO H HT DO / INM�4A8 (8") / N 49 " W , 491.58 491.88 491.38 NM8N6f3 48" &�� e4. RIM 491.7 494.87 >s t _ �/ ,: 484.81(48 ) 1 �:` r.ft" soi S' N, n+ >< "a i n I 7+iE`S`#{,eS+' ASPHALT TRAPEZOIDAL RAMP INV ..' � • . - � � � � ,'- � * °r�ey �i � iH GRAD / NEW PAVIN \ # t ' I \ 3 t bl . '.' •a.' a ,- S$re `7'k �.. .0 / { � •,;� ��, 12 NYLOPLA3T A �r . � it • � •� ,t .,4 SECTION W N � O y 1 � ,, k t r� 491.12 CRAMP -TOP CURB RI 492d5� � 4� / \ � � / BLDG I IN�487.42 YARD DRAIN, TYP. p ; "� 1 w r / / /� - �� / GRADING EAMENT ,I -ems 9 1.56 DEVICE EQU ED -FOR ALL METER SIZES TO BE 1. NO �IDE SLOPE TO SIDEWALK IN FRONT OF ENTRY r NECTIONS BLDG • -.. � �rt i �\ � '• ,:... ^ � a ,.. a n,. � 4: + ".?\amu : '?,�v ,r �; M � �i - F +�'> 'x � r ,� 0' d r3 it � � 1`•.w �� , • _ 1, t a }75•."� ,�, FFE - • n q g$ :.•' r,. Y r.l.; '� .�"� hx.�. ai'r • ••UTS • DUMP • 1 ✓:k�E 1' • PAVEMENT, TYP.Y >ti. \ \ .'' iRfi a Y .j�rx': i •' ` "��' / • �r`dr #' t i�r ib � • � r'r' $�+ ��. a + i ,rr �� Ir. „ s 1 e �✓tk ,/•�- ';�.' 1 A"` r • �• ,,Aim i� . e F4kl kj7 , b 403.1 DRAWN PIE II I! I��' I'll !v;- • wyeml4111 .K'I 'K • • �� ` �� • •1 1' 1 3 •1 - i • _ - • mm „ �; � -_. ,. _::'T ^,<s. - ,,�r�r ,.:.; .rv. �{ ,. ry..N I ',,.r xu?L. 2 t 1: '� � Y • • e .: r . ', ,,,� ��y' a , ,,.. _�, o- ,y ,�:. C WWI 1 \ to, . r..r r • » .,. .. .,,;; � +. 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I: 'a r �;, a Ya Rin., } � � 11 �i .!S INV/ `I� _ •••r _ - ^'a'i, / xfr rr y 'a ° * - xweS., t tir 51 € �ygfn r.:s aI� t,„ " _ ../ 11 r _ .. •r � � - •, _! _ �• ..::. ,.� Slat a` ,� } +e _ • - (• 1 -A� • _ _ _ • � • I 1 � •'�••.•,� F? ^r'R r h�,«'f FS, y+°' �.fi �hy��, � w>�'� . 1 • • • ' 1 •� � �'� � - : tr 1 . 1 - `` �� �•�•'•••. .� k�. ' � .'� '� I+'�`§fia. c°3aE , � I � I • �k _ •1 1 I • �I • •a0 Itllf" 1101 .14 MR I I a111111• � SA 1, ALL SINGLE (DWM) H2O METERS TO BE SERVICED WITH A 3/4" TYPE -K COPPER LINE. SEE SHEET 16 FOR DETAILS. ', 2. ALL DOUBLE H2O METERS (DWM) TO BE SERVICED WITH A 1" TYPE -K COPPER LINE. SEE SHEET 16 FOR DETAILS. ' 3. ALL SANITARY SEWER LATERALS TO BE 4" SCHEDULE 40 PVC. 4. ALL ELECTRIC METERS TO BE LOCATED ON SIDE OF BUILDING. FOR EXACT LOCATIONS SEE ARCHITECTURAL PLANS. 5. ALL GAS MAINS TO BE 2" P. E. UNLESS OTHERWISE NOTED. IN ALL CASES SUPPLY LINES TO OUTLET VALVE SHALL BE INSTALLED BY THE CITY OF CHARLOTTESVILLE GAS DIVISION. 6. ALL UTILITIES SHALL BE INSTALLED OR PREPARED FOR FUTURE PHASES. IN ALL CASES, STUBS AND WITNESS POSTS SHALL BE PROVIDED ON ALL UTILITIES SERVICES UNLESS SERVICE PROVIDER PREFERS OTHERWISE. CONTRACTOR TO CONTACT SERVICE PROVIDERS TO COORDINATE. CURB AND INVERT OF OUTLET PIPE IS 3.5'. 2. CONTRACTOR TO VERIFY AND USE A 4" PVC (SCH. 40) IS USED BETWEEN EACH FILTERRA AND BYPASS STRUCTURE. EACH FILTERRA IS EQUIPPED WITH A 4" SDR -35 COUPLING WHICH THE 4" PVC PIPE IS INSERTED. 3. A MINIMUM OF 2' IS RECOMMENDED BETWEEN EACH FILTERRA AND BYPASS STRUCTURE. 4. CONTRACTOR TO SPECIFY WHEN ORDERING EACH FILTERRA NOTED THAT THE THROAT IS ON THE LONG SIDE. 5. ALL SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER PRIOR TO ORDERING AND INSTALLING. _ ------ WW 0. 14 E2 ����� : • • • • r.1 : � • • • �:: 'Iara:�i711YiJYYIYJY+� � SA 1, ALL SINGLE (DWM) H2O METERS TO BE SERVICED WITH A 3/4" TYPE -K COPPER LINE. SEE SHEET 16 FOR DETAILS. ', 2. ALL DOUBLE H2O METERS (DWM) TO BE SERVICED WITH A 1" TYPE -K COPPER LINE. SEE SHEET 16 FOR DETAILS. ' 3. ALL SANITARY SEWER LATERALS TO BE 4" SCHEDULE 40 PVC. 4. ALL ELECTRIC METERS TO BE LOCATED ON SIDE OF BUILDING. FOR EXACT LOCATIONS SEE ARCHITECTURAL PLANS. 5. ALL GAS MAINS TO BE 2" P. E. UNLESS OTHERWISE NOTED. IN ALL CASES SUPPLY LINES TO OUTLET VALVE SHALL BE INSTALLED BY THE CITY OF CHARLOTTESVILLE GAS DIVISION. 6. ALL UTILITIES SHALL BE INSTALLED OR PREPARED FOR FUTURE PHASES. IN ALL CASES, STUBS AND WITNESS POSTS SHALL BE PROVIDED ON ALL UTILITIES SERVICES UNLESS SERVICE PROVIDER PREFERS OTHERWISE. CONTRACTOR TO CONTACT SERVICE PROVIDERS TO COORDINATE. CURB AND INVERT OF OUTLET PIPE IS 3.5'. 2. CONTRACTOR TO VERIFY AND USE A 4" PVC (SCH. 40) IS USED BETWEEN EACH FILTERRA AND BYPASS STRUCTURE. EACH FILTERRA IS EQUIPPED WITH A 4" SDR -35 COUPLING WHICH THE 4" PVC PIPE IS INSERTED. 3. A MINIMUM OF 2' IS RECOMMENDED BETWEEN EACH FILTERRA AND BYPASS STRUCTURE. 4. CONTRACTOR TO SPECIFY WHEN ORDERING EACH FILTERRA NOTED THAT THE THROAT IS ON THE LONG SIDE. 5. ALL SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER PRIOR TO ORDERING AND INSTALLING. _ ------ WW 0. 14 E2 ANITARY SEWER STRUCTURE SCHEDU STRUCT. TYPE RIM I w INVERT PIPE M IN OUT SS -3 MH 491.85 486.08 485.88 299.06 LF OF 8" PVC Q 2.15% SS -2 MH 487.40 479.42 479.22 81.79 LF OF 8" PVC 0.5596 SS -1 I MH 49710 478.77 EX 7. ALL ELECTRICAL CONDUIT AND PULL WIRES FOR DOMINION VIRGINIA POWER, SPRINT AND ADELPHIA SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. ALL ELECTRIC CONDUIT BURIED UNDER ROADS/SIDEWALKS/ETC. SHALL BE CABLE IN CONDUIT (CIC). 8. SPRINT AND ADELPHIA CABLE SHALL UTILIZE JOINT -USE DITCH WHEREVER POSSIBLE WITH ELECTRIC SERVICE PROVIDER. NO CHARGES APPLY TO PLACING BURIED SPRINT CABLES. 9. SPRINT TO CONTACT ENGINEER PRIOR TO INSTALLATION. 10, ALL UNDERGROUND CABLE EASEMENTS SHALL BE IV IN WIDTH. 11. CONDUIT SHALL BE LOCATED UNDER ALL PAVINGMARDSCAPE SURFACES. ALL CONDUIT SHALL BE 4- MIN. DIAMETER, SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED. CONTRACTOR TO CONTACT UTILITY PROVIDERS TO DETERMINE CONDUIT QUANTITIES IN EACH SITUATION. CONTRACTOR TO PROVIDE 4 ADDITIONAL CONDUITS AS SPARE FOR FUTURE SERVICES AT ALL LOCATIOINS. 12. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. 13. WHERE POSSIBLE, UTILITY PEDESTALS SHALL BE GROUPED TOGETHER IN SAME LOCATION. LE 14. CONTRACTOR SHALL HAVE PRE -CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES, LANDSCAPE ARCHITECT AND ENU[NEEK PKIUK TO INSTALLATION. 15. FOR ELECTRIC SERVICE, ALL CONDUIT CROSSINGS SHALL BE INSTALLED BY OWNER/DEVELOPER. ALL CONDUIT FOR SECONDARY RUNS TO SERVICES SHALL BE 4" CONDUIT. ALL CONDUIT CROSSING ANY ROADS SHALL BE PROVIDED BY ELECTRIC PROVIDER AND INSTALLED BY SITE CONTRACTOR,THE NUMBER AND SIZE OF CONDUITS AT EACH CROSSING DOES NOT INCLUDE TELEPHONE AND CABLE TV. 16. FOR UTILITY LOCATION DETAIL SEE SHEET 7. • WATER METERS TO BE SIZED BY ACSA BASED ON FIXTURE COUNTS PROVIDED BY OWNER. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-64% FAX 434.296-6497 SCALE: ISSUED: 10-27-05 DRAWN BY: MEK/AGF REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS Al r1aft mewd. No Dart of tie malarial prolacled by ft, coPyrVM (plana, Ww, daal•Mr aadblx or delft apraaed on t11Na plana) may W raprodua4 ef•rged or uNzed In any form or by awry mearr, alacbonb or modw*W, M"OV 0M000pytrg, earinlrgr or b/ awry otnar macro of retrieval ayslem wNtold wdtlan pamlMNon from Tem Caw". P.C. Also, ftes plana may not b• aaalpnod to a Oft party WWOA first wralan a twdt dm of ram Cormph, P.C. O TERRA CONCEPTS, P.C. SHEET OF 14 7. ALL ELECTRICAL CONDUIT AND PULL WIRES FOR DOMINION VIRGINIA POWER, SPRINT AND ADELPHIA SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. ALL ELECTRIC CONDUIT BURIED UNDER ROADS/SIDEWALKS/ETC. SHALL BE CABLE IN CONDUIT (CIC). 8. SPRINT AND ADELPHIA CABLE SHALL UTILIZE JOINT -USE DITCH WHEREVER POSSIBLE WITH ELECTRIC SERVICE PROVIDER. NO CHARGES APPLY TO PLACING BURIED SPRINT CABLES. 9. SPRINT TO CONTACT ENGINEER PRIOR TO INSTALLATION. 10, ALL UNDERGROUND CABLE EASEMENTS SHALL BE IV IN WIDTH. 11. CONDUIT SHALL BE LOCATED UNDER ALL PAVINGMARDSCAPE SURFACES. ALL CONDUIT SHALL BE 4- MIN. DIAMETER, SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED. CONTRACTOR TO CONTACT UTILITY PROVIDERS TO DETERMINE CONDUIT QUANTITIES IN EACH SITUATION. CONTRACTOR TO PROVIDE 4 ADDITIONAL CONDUITS AS SPARE FOR FUTURE SERVICES AT ALL LOCATIOINS. 12. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. 13. WHERE POSSIBLE, UTILITY PEDESTALS SHALL BE GROUPED TOGETHER IN SAME LOCATION. LE 14. CONTRACTOR SHALL HAVE PRE -CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES, LANDSCAPE ARCHITECT AND ENU[NEEK PKIUK TO INSTALLATION. 15. FOR ELECTRIC SERVICE, ALL CONDUIT CROSSINGS SHALL BE INSTALLED BY OWNER/DEVELOPER. ALL CONDUIT FOR SECONDARY RUNS TO SERVICES SHALL BE 4" CONDUIT. ALL CONDUIT CROSSING ANY ROADS SHALL BE PROVIDED BY ELECTRIC PROVIDER AND INSTALLED BY SITE CONTRACTOR,THE NUMBER AND SIZE OF CONDUITS AT EACH CROSSING DOES NOT INCLUDE TELEPHONE AND CABLE TV. 16. FOR UTILITY LOCATION DETAIL SEE SHEET 7. • WATER METERS TO BE SIZED BY ACSA BASED ON FIXTURE COUNTS PROVIDED BY OWNER. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-64% FAX 434.296-6497 SCALE: ISSUED: 10-27-05 DRAWN BY: MEK/AGF REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS Al r1aft mewd. No Dart of tie malarial prolacled by ft, coPyrVM (plana, Ww, daal•Mr aadblx or delft apraaed on t11Na plana) may W raprodua4 ef•rged or uNzed In any form or by awry mearr, alacbonb or modw*W, M"OV 0M000pytrg, earinlrgr or b/ awry otnar macro of retrieval ayslem wNtold wdtlan pamlMNon from Tem Caw". P.C. Also, ftes plana may not b• aaalpnod to a Oft party WWOA first wralan a twdt dm of ram Cormph, P.C. O TERRA CONCEPTS, P.C. SHEET OF 14 500 495 490 485 480 500 495 490 485 480 475 490 485 480 475 470 495 490 485 480 10+00 WATERLINE PROFILE SCALE: 1"-20'H; 1"-S'V 11+00 12+00 13+00 14+00 490 490 SD A-2 485 480 1. ALL 8" WATERLINE SHALL BE CLASS 52 DUCTILE IRON PIPE. RENCH DRAIN 6'X 18'X V PRECAST ONCRETE 485 VDOT MH -1 IM 489.60 OUT 482.25 JUNCT ON BOX W/ B FLE WALL RIM 488.66 W. OUT 488.60 492.84 INV. IN 416.78 AND 8 X 6" OUTLET C RIFICE GRADE W/ VDOT INV. OUT 2. AL L 4" WATERUIS E SHALL BE Cl ASS 53 DUCTILE IRON PIPE. RIM 486.2 MANHOLE INV. IN RIM 48".20 INV. OUT 487.55 INV. IN 48 5 LF OF 6" SD D1 4"X18" RECT. BOX INV. IN 481.41 (15" -'E' CULVERT 0 1.00% SEPARATION RIM 497.5 - INV. IN 477.75 (2 -48") - - 3. AL L WATER SER ICE CONNECT ONS SHALL B TYPE K COPP ER TUBING. -9 z RADE SD A-1 OUT 481.4 T CONCRETE INV. OUT 480 72 INV. OUT R I PLACE EX. Dl -'TOP RIM 491. JUNCTION BO PROPOSED G SD EX -1 - - " MAINIMULt LU A. 10+87.15 4. TI E MINIMUM VI RTICAL SEP TION BETWE N STORM PIP S AND WATERMAIN IS 12". EX. DI -3B RI V 485.50 94 to CAST CONCRETE ---- INV. IN 4B6.08 (4" LAT.) W/ BAFFLE ----- - - -- IN 477.55 (15') 11 STA. 10+00 ---- ------- ----- -- - --- --- - ---- --- --- INV. IN 481.41 15" -'E') RADE - 8" 2 - 48") INV. IN 471 X 240 INV. OUT 477. 5(15"-'A')- N S-2 INV. IN 484.45 48")/ 8 LF INV OUT 4 1.20 (EX 15") 5. T E MINIMUM VERTICAL SEPAFATION BETWEEN SANITARY EWER AND WATERLINE IS 18'. EXISTING GRADE ---- - HE®2.00% \ LMA NHOLE---- 18.07 F OF 15" -66-CF-&-2;" R P ® 2.04% LF OF 15" HD E ® 1.00% HDP / SD 81 UNDERGROUND \ - -- ----I - PROPOSE GRADE S A. 10+85.79 R P ®1.80% - 24" ION BOX LLEL 192 LF RL PUBLIC WATE LINE PRIVA - WATERLINE - - - STA. 1 - / i 6. 3' INIMUM COVER REQUIRED OVER CENTER INE OF PIPE. M 487.40 � STA. 10+ PROPOSED RADE ) - - INV. Ih - - - RIM 482.8 DOGHO / " OF STRUCTL I IN 481.65 EXISTING G DE _-- --------- - - ---------- - - INV. OUT 78.98 �' 2A STA. 10 ULAZ35 53 i . . OUT 481.45 PROPOSED GRADE �4- - _ HALF SECTION OF WATEF LINE 12 ---- �8•�a0 - � - -- - DE 22.00 LF -_- 1.00 (e") 12" PVC PIPE TO B RCP .02 LF OF 15" PROPOSED RADE HDPE � 050% SD INV. / PE ® 4.06% - - - - - NOTE: INV. IN4 8.77 (DROP) PLACED BETWEEN - WATERTIGHT JOINTS RE UIRED-j ---- ---------- ---- UNDERGROUND DETENT ON PIPES INV OU 478.57 (EX. 8" GAS AND SANITARY_ ------- - - - 18"MIN. AS DIRECTED - _ BY CITY GAS SEPARA ON 18" MIN. - - . - -- - - / "MIN. GREENBRIER SEPARATI N SEP RATION IK t - SS INV. / --- 18" MIN EPARATION - - - 12" MIN. SEPA TION 18" MIN. SEPARATION SEP. t ---- B" SDR 35 PV 7c>'� - t1l. w RY S TOP OF WL 481'22 82.04 LF OF 8" 8" CLASS WATERLINE a 0> V g Lu J W 2 w _ a $ O 5 to ��g yyj W ? g c'�W -' g � ?c'i�g y �W !� f� w ?w� m z w ----- � - - $ I mLu m m U g c� m LL s w r W R' .r `v _ 3 tl C z <$ ►= w co - a -- --- ------ LL 9) a w Z x LLI co Ix LLi a LLi Lu m a s bx w X m Z m �� < + g w`v a z : a a <wz am u IL xm S ; t�i x 3 3 xac7 --- v -- - - - -- - a eo `v - - a - ---- -- -- -- - -- - --- � a e `v `v a a - `v � m z w 10+00 WATERLINE PROFILE SCALE: 1"-20'H; 1"-S'V 11+00 12+00 13+00 14+00 10+00 SANITARY SEWER 11+00 490 490 SD A-2 485 480 480 475 470 475 SD D2 RENCH DRAIN 6'X 18'X V PRECAST ONCRETE 485 VDOT MH -1 IM 489.60 OUT 482.25 JUNCT ON BOX W/ B FLE WALL RIM 488.66 W. OUT 488.60 492.84 INV. IN 416.78 AND 8 X 6" OUTLET C RIFICE GRADE W/ VDOT INV. OUT PROPOS STA. 10+98.87 INV. IN 484.50 (12" - T) RIM 486.2 MANHOLE INV. IN RIM 48".20 INV. OUT 487.55 INV. IN 48 5 LF OF 6" SD D1 4"X18" RECT. BOX INV. IN 481.41 (15" -'E' CULVERT 0 1.00% SEPARATION RIM 497.5 FLUSH INV. IN 477.75 (2 -48") - - STA. 13 88.85 INV. Ot IT477.65 (15") - -9 z RADE SD A-1 OUT 481.4 T CONCRETE INV. OUT 480 72 INV. OUT R I PLACE EX. Dl -'TOP RIM 491. JUNCTION BO PROPOSED G SD EX -1 VY SI MAINIMULt LU A. 10+87.15 Mill a ry/ 36.00' L OF a EX. DI -3B RI V 485.50 94 to CAST CONCRETE ---- INV. IN 4B6.08 (4" LAT.) W/ BAFFLE ----- - - -- IN 477.55 (15') 11 STA. 10+00 ---- ------- ----- -- - --- --- - ---- --- --- INV. IN 481.41 15" -'E') RADE - 8" 2 - 48") INV. IN 471 X 240 INV. OUT 477. 5(15"-'A')- N S-2 INV. IN 484.45 48")/ 8 LF INV OUT 4 1.20 (EX 15") EXISTING GRADE INV. OUT 484. 18.94 LF OF 15" -�- ---- - HE®2.00% \ LMA NHOLE---- 18.07 F OF 15" -66-CF-&-2;" R P ® 2.04% LF OF 15" HD E ® 1.00% HDP ® 8.41% SD 81 UNDERGROUND DETENTION - -- ----I - 4'X 12 X 8' PRECAST S A. 10+85.79 R P ®1.80% EX 24" ION BOX LLEL 192 LF RL DPE®1.00% 0 0.50% / i STA. 1 - i SS 1 EXISTINGGS DE R M 487.40 � STA. 10+ PROPOSED RADE ) OTE: INV. Ih - - - RIM 482.8 DOGHO SE MANHOLE " OF STRUCTL I IN 481.65 EXISTING G DE - INV. OUT 78.98 �' 2A STA. 10 i . . OUT 481.45 PROPOSED GRADE - HALF SECTION OF 12 ---- �8•�a0 - - -- - DE 22.00 LF INV. IN 1.00 (e") 12" PVC PIPE TO B RCP .02 LF OF 15" PROPOSED RADE HDPE � 050% SD INV. / PE ® 4.06% - - - - - NOTE: INV. IN4 8.77 (DROP) PLACED BETWEEN WATERTIGHT JOINTS RE UIRED-j ---- ---------- ---- UNDERGROUND DETENT ON PIPES INV OU 478.57 (EX. 8" GAS AND SANITARY_ - - - - LINE AS DIRECTED BY CITY GAS - - . - -- - - / GREENBRIER IRIVZE / t - SS INV. / --- - - - 18" MIN. SEP. t ---- B" SDR 35 PV - t1l. w RY S TOP OF WL 481'22 82.04 LF OF 8" ELEV. 479.57 a DIP 0 0.55%uj g -- - 2 w g g -' � � SEPARATION � ----- � - - I mLu m m W R' _ N 10+00 SANITARY SEWER 11+00 10+00 STORM 'A' PROFILE SCALE: 1"-20'H; 1"-5'V 490 490 SD A-2 485 480 480 475 470 475 SD D2 RENCH DRAIN 6'X 18'X V PRECAST ONCRETE 485 VDOT MH -1 IM 489.60 OUT 482.25 JUNCT ON BOX W/ B FLE WALL RIM 488.66 W. OUT 488.60 492.84 INV. IN 416.78 AND 8 X 6" OUTLET C RIFICE GRADE W/ VDOT INV. OUT PROPOS STA. 10+98.87 INV. IN 484.50 (12" - T) RIM 486.2 INV. OUT 478 INV. IN RIM 48".20 INV. OUT 487.55 INV. IN 48 5 LF OF 6" SD D1 4"X18" RECT. BOX INV. IN 481.41 (15" -'E' CULVERT 0 1.00% SEPARATION RIM 497.5 FLUSH INV. IN 477.75 (2 -48") - - RIM 489.24 VDOT DI - INV. Ot IT477.65 (15") - -9 z RADE SD A-1 OUT 481.4 T CONCRETE INV. OUT 480 72 INV. OUT R I PLACE EX. Dl -'TOP JUNCTION BO PROPOSED G SD EX -1 VY SI MAINIMULt LU A. 10+87.15 Mill a ry/ 36.00' L OF a EX. DI -3B RI V 485.50 94 to CAST CONCRETE ---- 48" HDP ® W/ BAFFLE STA. 10+00 INV, IN 477.55 (15') 11 STA. 10+00 0.5% RIM 491.65 / RIM 475.70 INV. OUT 478.83 24) / INV. IN 481.41 15" -'E') RADE - m 2 - 48") INV. IN 471 X 240 INV. OUT 477. 5(15"-'A')- N INV. IN 484.45 48")/ 8 LF INV OUT 4 1.20 (EX 15") EXISTING GRADE INV. OUT 484. 18.94 LF OF 15" -�- ---- - HE®2.00% \ i 18.07 F OF 15" -66-CF-&-2;" R P ® 2.04% LF OF 15" HD E ® 1.00% HDP ® 8.41% SD 81 UNDERGROUND DETENTION PIP EXIS ----I - 4'X 12 X 8' PRECAST 1 LF OF 15" R P ®1.80% EX 24" ION BOX LLEL 192 LF RL DPE®1.00% 0 0.50% / i STA. 1 EX. DI -3B i EXISTINGGS DE � STA. 10+ PROPOSED RADE ) OTE: INV. Ih 481.52 (15" -' ) RIM 482.8 10+00 STORM 'A' PROFILE SCALE: 1"-20'H; 1"-5'V 10+00 10+40 STORM 'F' PROFILE SCALE: 1"-20'H; 1"-5' V 495 490 490 485 485 480 480 475 470 475 SD D2 RENCH DRAIN 485 RIM 4 RIM 4 69.8 S 485 VDOT MH -1 IM 489.60 OUT 482.25 INV. IN 4 9.20 (15") 3 RIM 488.66 W. OUT 488.60 492.84 INV. IN 416.78 (24") .52 EXISTIN GRADE W/ VDOT INV. OUT PROPOS D GRADE INV. IN 484.50 (12" - T) RIM 486.2 INV. OUT 478 INV. IN INV. OUT 480. INV. OUT 487.55 INV. IN 48 5 LF OF 6" SD D1 4"X18" RECT. BOX 1 ' MIN. CULVERT 0 1.00% SEPARATION RIM 497.5 FLUSH WI CURB T DI -1 - - RIM 489.24 VDOT DI - F IM 488.27 - -9 z RADE UNITS 14V. OUT 481.4 T CONCRETE (15" -'C') INV. OUT 480 72 INV. OUT 88.25(15") DE JUNCTION BO PROPOSED G ADE HDPE EN CAP a .5 LF OF 15" 36.00' L OF a SO A2 EXISTING GRADE 94 to CAST CONCRETE ---- 10+00 10+40 STORM 'F' PROFILE SCALE: 1"-20'H; 1"-5' V 495 490 490 485 485 480 480 475 490 495 485 490 480 485 475 480 470 475 12+00 13+00 495 SD G2 490 485 485 480 480 M 475 470 SD D2 RENCH DRAIN 485 RIM 4 RIM 4 69.8 S 485 VDOT MH -1 IM 489.60 OUT 482.25 INV. IN 4 9.20 (15") 3 RIM 488.66 W. OUT 488.60 492.84 INV. IN 416.78 (24") .52 INV. IN 481.09 INV. IN 483.0 W/ VDOT INV. OUT 478.88 (24") 85.47 INV. IN 484.50 (12" - T) RIM 486.2 INV. OUT 478 OPOSED GRADE INV. OUT 480. STA. 11+71.85 INV. IN 48 5 LF OF 6" SD D1 STA. 11+ RIM 490.71 .66 49.27 LF O SID D3 ,00% P JUNCTION BOX RIM 497.5 T DI -1 - - RIM 489.24 VDOT DI - F IM 488.27 - -9 INV. IN 480.82 RADE UNITS 14V. OUT 481.4 T CONCRETE (15" -'C') INV. OUT 480 72 INV. OUT 88.25(15") DE JUNCTION BO PROPOSED G ADE HDPE EN CAP .5 LF OF 15" 36.00' L OF 0 1.18% SO A2 EXISTING GRADE 94 8' X 16' X 6' P CAST CONCRETE ---- 48" HDP ® W/ BAFFLE LL - AND 2 - 4.5" X .5" OUTLET ORIFICES STA. 10+00 0.5% RIM 491.65 / RIM 487.20 INV. IN 481.41 15" -'E') RADE - m 2 - 48") INV. OUT 477. 5(15"-'A')- N INV. IN 484.45 48")/ 8 LF OF 15" HDPE EXISTING GRADE INV. OUT 484. 18.94 LF OF 15" -�- ---- - HE®2.00% \ / 18.07 F OF 15" -66-CF-&-2;" R P ® 2.04% LF OF 15" HD E ® 1.00% HDP ® 8.41% SD 81 UNDERGROUND DETENTION PIP EXIS ING GRADE - 4'X 12 X 8' PRECAST F sD�l1 R P ®1.80% 11.56 LF OF 24" ION BOX LLEL 192 LF RL INS OF 48" HOPE 0 0.50% / STA. 1 EX. DI -3B 13+00 495 490 490 485 485 480 480 475 475 470 11+00 10+00 10+40 10+80 " 38.00' INCLUDES END PIECES WHICH STORM 'D' PROFILE CONNECT TO STRUCTURES. ACTUAL SCALE:1"-20' H;1" -S' V DETENTION SYSTEM CONSISTS OF 3 19.5' PIPE SEGMENTS (SEE DETAIL) 10+00 10+40 STORM 'I' PROFILE SCALE: 1"-20' 11;1"-S' V 490 SD D2 SD 11 490 480 D 12 475 VDOT MH -1 NYLOP T I RENCH DRAIN 485 RIM 488.88 TURNI 485 480 IM 489.60 OUT 482.25 INV, IN 484.4 8 RIM 490. 3 I W. OUT 488.60 492.84 INV. OUT 4811.99 INV. IN 4 .52 CRETE INV. IN 483.0 W/ VDOT 3-1 INV. OUT 85.47 OUT 476.68 (2 ") RIM 486.2 INV. OUT 478 OPOSED GRADE WALL AND STA. 11+71.85 INV. IN 48 5 LF OF 6" STA. 11+ RIM 490.71 .66 49.27 LF O 12" HDPE ,00% P C 0 2.00% RIM 497.5 PROPOSED GRADE - - (1 -'D') VDOT DI - / - -9 OF la RADE UNITS i 2.00% T CONCRETE (15" -'C') \ SD H3 INV. OUT 88.25(15") DE JUNCTION BO W/ BAFFLE LL / / HDPE EN CAP .5 LF OF 15" HOPE 0 1.18% SO A2 EXISTING GRADE 94 8' X 16' X 6' P CAST CONCRETE ---- ---- JUNCTION BO W/ BAFFLE LL DE AND 2 - 4.5" X .5" OUTLET ORIFICES STA. 10+00 - - RIM 491.65 / RIM 487.20 INV. IN 481.41 15" -'E') RADE - m 2 - 48") INV. OUT 477. 5(15"-'A')- N INV. IN 484.45 48")/ 8 LF OF 15" HDPE 10+00 10+40 STORM 'I' PROFILE SCALE: 1"-20' 11;1"-S' V 490 495 485 490 480 485 475 480 13+80 500 495 495 500 495 485 485 495 490 475 10+41.28 490 485 RIM 486.25 485 480 INIV OUT 482.25 480 475 SD E1 15+00 500 495 495 490 490 485 485 480 480 475 10+00 10+40 STORM 'E' PROFILE SCALE: 1"-20'H;1"-5' V SD 02 MH -1 490 485 VDOT DI -1 -- ----SD-J3 STA. 10+41.28 480 VDOT DI -2B RIM 486.25 T DI -7 INV. 476.50 INIV OUT 482.25 VDOT DR P MH -1 SD E1 INV. IN 483.0 (15") 492.84 INV. IN 479.20 (15") VDOT DI - CRETE INV. IN 483.0 W/ VDOT 3-1 STA. 10+3!.78 INV. OUT 476.68 (2 ") RIM 486.2 INV. OUT 478 53 24" WALL AND STA. 11+71.85 INV. IN 48 .15 STA. 11+ RIM 490.71 .66 INV. OUT 82.05 SD G4 STA. 10+00 EXISTING GRADE RIM 497.5 PROPOSED GRADE - - (1 -'D') VDOT DI - / - -9 OF la RADE UNITS HDPEP 2.00% T CONCRETE (15" -'C') \ SD H3 INV. OUT 88.25(15") DE JUNCTION BO W/ BAFFLE LL / / HDPE EN CAP .5 LF OF 15" HOPE 0 1.18% SO A2 INV. OUT 94 8' X 16' X 6' P CAST CONCRETE ---- ---- JUNCTION BO W/ BAFFLE LL DE AND 2 - 4.5" X .5" OUTLET ORIFICES STA. 10+00 - - RIM 491.65 / RIM 487.20 INV. IN 481.41 15" -'E') RADE - INV. IN 477.75 2 - 48") INV. OUT 477. 5(15"-'A')- 10+00 10+40 STORM 'E' PROFILE SCALE: 1"-20'H;1"-5' V 10+00 STORM'T' PROFILE SCALE: V-20' H;1"-5' V SD G1 RETAINING SD VDOT 02 MH -1 490 485 SD C2 480 -- ----SD-J3 --- - 480 VDOT DI -2B VOOSD T RIM 4 RIM 4899.20.20 T DI -7 INV. 476.50 INV. IN 476.78 (24") VDOT DR P MH -1 6'X 14'X INV. IN 483.0 (15") 492.84 INV. IN 479.20 (15") PRECAST CO CRETE INV. IN 483.0 W/ VDOT 3-1 INV. INV. OUT 476.68 (2 ") INV. OUT 478 53 24" WALL AND STA. 11+71.85 IN 484.83 (15" STA. 11+ RIM 490.71 .66 RIM 490.72 24" SD G4 STA. 10+00 RIM 497.5 --- - - (1 -'D') VDOT DI - / - -9 PROPOSED RADE UNITS GRADE RIM 485. 60 INV. OUf T CONCRETE (15" -'C') \ SD H3 INV. OUT 88.25(15") DE JUNCTION BO W/ BAFFLE LL / / HDPE EN CAP AND 4" DIA O ET ORIFICE N0 INV. OUT 94 ---- ---- MH -1 TOP FOF ACCESS / EXISTING G DE (2 - 48")- i - - RIM 491.65 / ------- INV. OUT 4 PROPOSED RADE - 8") / - - - ------ INV. IN 484.45 48")/ 8 LF OF 15" HDPE EXISTING GRADE INV. OUT 484. 5" ---- - WATERTIGHT \ / PROPOSED GRADE -66-CF-&-2;" R P ® 2.04% LF OF 15" HD E ® 1.00% - - SD 81 UNDERGROUND DETENTION PIP 2 .08 LF OF 24" 4'X 12 X 8' PRECAST CONCRETE sD�l1 R P ®1.80% 11.56 LF OF 24" ION BOX LLEL 192 LF RL INS OF 48" HOPE 0 0.50% / STA. 1 EX. DI -3B RIM 410.71 � STA. 10+ INV. Ih 481.36 (15" -' ) OTE: INV. Ih 481.52 (15" -' ) RIM 482.8 INV. 0 JT478.71 2-4 " OF STRUCTL RES INV. IN 477 10 INV. OUT 78.98 �' 2A SEPARATION 'SEPARATION o � 12 MIN. �8•�a0 / EXISTING G DE 22.00 LF S PARATION 18 LF OF 15 RCP .02 LF OF 15" PROPOSED RADE HDPE � 050% SD INV. / PE ® 4.06% NOTE: 478.92 WATERTIGHT JOINTS RE UIRED-j UNDERGROUND DETENT ON PIPES 10+00 STORM'T' PROFILE SCALE: V-20' H;1"-5' V SD G1 RETAINING SD VDOT 02 MH -1 490 485 SD C2 480 480 WALL RIM 489.38 480 VDOT DI -2B VOOSD T RIM 4 RIM 4899.20.20 T DI -7 INV. 476.50 INV. IN 476.78 (24") STA. 11+08.41 RIM 489.20 6'X 14'X INV. IN 483.0 (15") 492.84 INV. IN 479.20 (15") PRECAST CO CRETE INV. IN 483.0 INV. IN 478.8 (24") INV. INV. OUT 476.68 (2 ") INV. OUT 478 53 24" WALL AND INV. IN 484.83 (15" STA. 11+ RIM 490.71 .66 RIM 490.72 24" SD G4 STA. 10+00 INV. IN 481.7)ILTERRA INV. IN 481.32 (1 -'D') VDOT DI - / PROPOSED RADE UNITS GRADE RIM 485. 60 INV. OUf T CONCRETE (15" -'C') \ SD H3 EXISTING G DE JUNCTION BO W/ BAFFLE LL / / HDPE EN CAP AND 4" DIA O ET ORIFICE N0 INV. OUT 94 ---- ---- MH -1 TOP FOF ACCESS / EXISTING G DE (2 - 48")- - - - - RIM 491.65 / INV. OUT 4 PROPOSED RADE INV. IN 490.00 8") / - - INV. IN 484.45 48")/ 8 LF OF 15" HDPE INV. OUT 484. 5" ---- - WATERTIGHT \ / -66-CF-&-2;" R P ® 2.04% LF OF 15" HD E ® 1.00% - - SD 81 UNDERGROUND DETENTION PIP 2 .08 LF OF 24" 4'X 12 X 8' PRECAST CONCRETE R P ®1.80% 11.56 LF OF 24" ION BOX LLEL 192 LF RL INS OF 48" HOPE 0 0.50% / STA. 1 RCP ®1. RIM 410.71 � INV. Ih 481.36 (15" -' ) OTE: 10+00 10+40 STORM 'G' PROFILE SCALE: 1"-20'H; 1"-S'V 10+00 STORM 'C' PROFILE SCALE: 1"-20'H; 1"-5' V 10+80 495 495 490 490 485 SD C2 480 480 475 485 470 480 VDOT DI -2B V T DI -7 STA. 11+08.41 RIM 489.20 6'X 14'X 5'PRECAST SD Cl 492.84 RIM 489.71 PRECAST CO CRETE INV. IN 483.0 (15") INV. INV. OUT 482.71 JUNCTION BOX STA. 10+07. 5 WALL AND INV. IN 484.83 (15" STA. 11+ RIM 490.71 .66 RIM 490.72 24" STA. 10+00 INV. IN 481.7)ILTERRA INV. IN 481.32 (1 -'D') 3D H1 / INV. OUT 481.60 UNITS GRADE TX TPRECN T CONCRETE (15" -'C') \ SD H3 RIM 487.2C JUNCTION BO W/ BAFFLE LL / / HDPE EN CAP AND 4" DIA O ET ORIFICE N0 INV. OUT 94 ---- ---- MH -1 TOP FOF ACCESS / EXISTING G DE (2 - 48")- - - - - RIM 491.65 / INV. OUT 4 PROPOSED RADE INV. IN 490.00 8") / - - INV. IN 484.45 48")/ 8 LF OF 15" HDPE INV. OUT 484. 5" �1. WATERTIGHT J0114TS / 101 LF OF 15" HD E ® 1.00% SD 81 UNDERGROUND DETENTION PIP S I 4'X 12 X 8' PRECAST CONCRETE JUNCI ION BOX LLEL 192 LF RL INS OF 48" HOPE 0 0.50% / STA. 1 +00 RIM 410.71 � INV. Ih 481.36 (15" -' ) OTE: INV. Ih 481.52 (15" -' ) INV. 0 JT478.71 2-4 " OF STRUCTL RES 10+00 STORM 'C' PROFILE SCALE: 1"-20'H; 1"-5' V 10+80 495 495 490 490 485 485 480 480 11+20 490 500 F9.00 485 495 480 490 475 485 470 480 11+00 11+80 495 490 485 480 475 500 495 490 485 480 10+00 10+40 STORM 'H' PROFILE SCALE: 1"-20'H; 1"-S'V 10+80 10+80 SD G3 SD H2 SD B1 VDOT MH -1 V T DI -7 RIM 489.20 6'X 14'X 5'PRECAST RINI 492.84 6'X 18' X PRECAST CO CRETE INV. IN 483.0 (15") INV. IN 485.96 (8") JUNCTION BOX INV. IN 478.63(2,V) BOX W/ BAFFLE WALL AND INV. IN 484.83 (15" STA. 11+ RIM 490.71 .66 INV. OUT 478.53 24" STA. 10+00 INV. IN 481.32 (1 -'D') 3D H1 / EXISTING GRADE TX TPRECN T CONCRETE (15" -'C') SD H3 RIM 487.2C JUNCTION BO W/ BAFFLE LL / / HDPE EN CAP AND 4" DIA O ET ORIFICE N0 INV. OUT 94 ---- ---- MH -1 TOP FOF ACCESS / INV. IN 477.75 (2 - 48")- - - - - RIM 491.65 / INV. OUT 4 77.65 (15" -'A') INV. IN 490.00 8") / - - INV. IN 484.45 48")/ INV. OUT 484. 5" WATERTIGHT J0114TS / I UNDERGROUND DETENTION PIP S I / I PARA LLEL 192 LF RL INS OF 48" HOPE 0 0.50% / I � OTE: IPE LENGTH EASURED FR INSIDE E4 OF STRUCTL RES 73.0 LF OF " HDPE 0 0. % o � / EXISTING G DE 22.00 LF F 48" \ 3 .02 LF OF 15" PROPOSED RADE HDPE � 050% / PE ® 4.06% NOTE: WATERTIGHT JOINTS RE UIRED-j UNDERGROUND DETENT ON PIPES 10+00 10+40 STORM 'H' PROFILE SCALE: 1"-20'H; 1"-S'V 10+80 10+80 11+00 10+00 STORM 'B' PROFILE SCALE: 1"-20'H;1"-5' V 11+00 12+00 500 495 490 485 480 495 490 485 480 475 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434.295-6496 FAX 434-296-6497 Lia. No. 35326 i10 y -Py SCALE: H:1"= 20';V:1"=5' ISSUED: 10-27-05 DRAWN BY: AGF REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS M Vft mswvod. No Part of dro maWYl WalooWd by thW copyrpM (pane, Iowa, dadpru, aactlona or doWW a OM"d on thm Pow) may I» repraduad, oNrped or uWzad In any form or by any mwne, eWOw k or machanktl, ncWnp PtwpcoPying, scamrarp, or by any othw morns of rohioval system wfihord w tftn panriukn from Tana Conmpts, P.C. Moo, thow PWru may not W MW*d k a thkd party wfihout first wraMn audw"Jon of Torre Cw"M, P.C. O TERRA CONCEPTS, P.C. SHEET 5 li OF 14 SD B1 SD A2 6'X 14'X 5'PRECAST 6'X 18' X PRECAST CO CRETE CONCRETE JUNCTION BOX JUNCTION BOX W/ BAFFLE WALL AND STA. 11+ RIM 490.71 .66 STA. 10+00 INV. IN 481.32 (1 -'D') - _ EXISTING GRADE INV. IN 461.52 (15" -'C') RIM 487.2C PROPOSED GRADE INV. OUT 478.71 (2 - 48") INV. IN481.41(15"-'E') ---- ---- INV. IN 477.75 (2 - 48")- - - - - ___- INV. OUT 4 77.65 (15" -'A') _ - - - WATERTIGHT J0114TS REQUIRE UNDERGROUND DETENTION PIP S PARA LLEL 192 LF RL INS OF 48" HOPE 0 0.50% OTE: IPE LENGTH EASURED FR INSIDE E4 OF STRUCTL RES 11+00 10+00 STORM 'B' PROFILE SCALE: 1"-20'H;1"-5' V 11+00 12+00 500 495 490 485 480 495 490 485 480 475 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434.295-6496 FAX 434-296-6497 Lia. No. 35326 i10 y -Py SCALE: H:1"= 20';V:1"=5' ISSUED: 10-27-05 DRAWN BY: AGF REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS M Vft mswvod. No Part of dro maWYl WalooWd by thW copyrpM (pane, Iowa, dadpru, aactlona or doWW a OM"d on thm Pow) may I» repraduad, oNrped or uWzad In any form or by any mwne, eWOw k or machanktl, ncWnp PtwpcoPying, scamrarp, or by any othw morns of rohioval system wfihord w tftn panriukn from Tana Conmpts, P.C. Moo, thow PWru may not W MW*d k a thkd party wfihout first wraMn audw"Jon of Torre Cw"M, P.C. O TERRA CONCEPTS, P.C. SHEET 5 li OF 14 FOR ALL BEND PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. - BEND_ - - - - - - TD -6 L H T L H T 90 2.50 2.50 3.01 _ 0.24 THRUST BLOCK NO. 57 STONE 4" & 8" 45 2.00 2.25 2.60 0.15 22 M 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 111/4 1.50 2.00 2.50 0.10 TO DRAIN IF -- - - 90 3.88 3.16 3.21 0.48 GRADE ALLOWS - � d 45 2.66 2.88 2.77 0.26 n p 8„ 221/2 1.88 2.16 2.69 0.13 3.18 2.91 2.88 0.32 111/4 1.88 2.18 2.67 0.13 • , - 90 4.83 3.83 3.42 0.83 VARIES VARIES PIPE 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 2212 2.33 2.58 2.88 0.24 45' soil, or as approved by the 111/4 1.83 2.33 2.84 0.18 Service Authority. _ 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES 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 FOR VERIFYING THE TYPE 3 SIZE OF ALL THRUST BLOCKS. A� CONCRETE THRUST BLOCKS FIG. W-3 TD -14 WATER PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE-\ 41 J L� I. _I 2500 P.S.I. CONCRETE 8 a THRUST BLOCK a a a f/ a a ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE LINE Z BEARING AREA. NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. B� TYPICAL GATE VALVE FIG. W-5 TD -18 SECTION °-002 DETAILU-003 EQUIPPED WITH CHARLOTTES MUELLER CENTURION WQ3) N.T.S. AND CAP N.T.S. FIG. W-6 PVC SLEEVE FIG. S-2 TD -19 - - - - - - TD -6 I" TYPE "r SOFT COPPER 3M'x:M 1' TEE NOTE: NO SWEATED FITTINGS (FLARED ONLY) DUAL SERVICE 3H" TYPE "K' SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC RPE. 2) THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. 114 BEND COUPLING MUELLER N0. 17-18085 (Y4', 1� LOCKWING NO. 14-10008 (1 12'. 2") ANNE FORD NO. L02-33 (84-) VALVE NO. L02-44 (1*) NO. L02-66 (1 1r2) 38' MIN. NO. 1.02-77 (21 OR APPROVED EQUAL l� T 4" STONE BEDDING CORPORATION STOP (3N", 1', 1 11r. 27 MUELLER NO. H-18000 FORD NO. F4100, OR APPROVED EQUAL R CAST IRON LID R HED GRADE - BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS - COPPERSETTER(PLACED ON STONE) FORD W72 (QA)N4-) VV74 (1) OR APPROVED EQUAL - METER BRICK AS E TYPICAL SERVICE LATERAL INSTALLATION SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 02 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. FINISHED GROUND 2' MIN SALT -� TREATED 2x4 MARKER PLUG END OF - MAIN LINE SERVICE LATERAL SECTION 45°0'0" IN LINE WYE -TEE VARIES It F� SEWER SERVICE LATERAL CONNECTION SIZE BRANCH VALVE THE SA WATER MAIN WATER VARIES TO TEE ON-LINE (TYPE "B") M.J. PLUG Top View 6" MINIMUM 4' MINIMUM 4" MINIMUM VARIES THREADED FOR COUPLING - - - - - - Side View EQUIPPED WITH CHARLOTTES MUELLER CENTURION WQ3) VILLE THREADS WHICH IS AND CAP - - - - - - LENGTH OF BRANCH VARIES PVC SLEEVE X TO 10' - - - - - - O METER BOX (SEE FIG. W-7) - - - - - X Minimum THRUST BLOCK NO. 57 STONE ----- d. d VALVE 2" PIPE SLOPED I TO DRAIN IF GRADE ALLOWS - � d M.J. FITTING n p • , - 2" GALV. Galvanized Steel Beam, I VARIES VARIES PIPE W12 x 14 (min. size) c d 2" THREADED TAP 3' min. penetration into undisturbed 45' soil, or as approved by the a PLUG Service Authority. DEAD END �- (TYPE "A") - C TYPICAL BLOW -OFF ASSEMBLY D TYPICAL THRUST BLOCK IN FILL AREA (� DETAIL 6 DETAIL N Ts N.T.S. FIG. W-2 FIG. 00-9 FINISHEDGRADE TD -13 TD -27 NOTES: 1) A PRECAST MANHOLE CONE AND COVER AIR RELEASE VALVE, WITH WATER CAST ON LID, OR APPROVED APCO MODEL NO. 1430,5((1,,',1, b EQUAL, SHALL BE USED. No.20DA(1'1, N0.1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL APPROVED N0.200C (2') OR APPROVED EQUAL 2) FOR WATERLINES SMALLER THAN 12" USE BRONZE GATE A 1"A.R.V. AND FITTINGS. FOR WATER . BRASS OR BRONZE PIPE VALVE LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. DRAIN TO GRADE ASSEMBLY CANNOT BE OFFSET FROM THE 24 IN IF POSSIBLE MAIN AN ADEQUATE FOUNDATION SHALL 24 IN B" 8" INITIAL BACKFILL 8„ g" BE INSTALLED SO THE WATER LINE DOES MIN MIN. MIN MIN. I ` NOT SUPPORT THE MANHOLE CONE. 6" BEDDING BRICK SUPPORTS OR ` 068 STONE SOLID CEMENT BLOCKS CRUSHED STONE " STABLE SOIL ROCK TYPE'V SOFT ' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL COPPER STONES TO INSURE THE PIPE DOESNT REST ON ROCK AND CORPORATION STOP THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF OmR APLPRW�ED EQI�AI 868 STONE. H AIR RELEASE VALVE (ARV) FOUNDATION IN POOR SOIL UNDER -CUT CONDITION DETAIL U-022 s ® ® ® NrS 4 iYgN INITIAL BACKFILL 4 IN UNSTABLE SOIL\ MIN. MIN. :. 068 STOW ST L K� 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. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. g" g" MIN MIN 1M68 STONE STABLE SOIL OR ROCK DUCTILE IRON WATER G� PIPE INSTALLATION & BEDDING 7 CU. FT. S"GATE VALVE TD -17 FIG. W4 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T 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 S" X 0" THE PREVAILING GROUNDWATER ELEVATION. IF TEE REQUIRED TO BE IN WET AREAS, THE WEEP 2300 P.S.I. CONCRETE HOLES SHALL BE PLUGGED AND THE HYDRANT BASE AND THRUST '' I �., " v�� SHALL BE PUMPED DRY. BLOCK AGAINST I. �;.) UNDISTURBED STABLE I SOIL' STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN MAI THREADED TALLRODTO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT NTH 2-3 W OR RODS SHALL BE GALVANIZED THREADED RODS IN ADDITION TO POURING ASPHALT COATED CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT TYPICAL FIRE HYDRANT ASSEMBLY SECTION N.T.S.J DETAIL U-01 DETAIL U-012 DETAIL U-004 .T.S. N.T.B. N.T.B. N.T.B. COVER LIFT NOTCH 12 3A" WATER� CAST IRON LID NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES NTH S" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST NRON BINGHAM end TAYLOR No. 6015.5 OR APPROVED EQUAL. USES' OF BRICK anNar BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 13/4' DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8" -11' METERS) J DETAIL U-018 N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 Lim No. 35326 SCALE: AS SHOWN ISSUED: 10-27-05 DRAWN BY: AGF REVISIONS: I. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS M rights r arvad. No pan of 6w maledal Woo cted by INS odpy� (pians. We". dssipns, s•tdons or Mlasa •X e"W on Insist plow) may be MWWi c d. dw qod or Wind in any form or by any means, *Wcbwft or machaMni, itlWkq OwWoopyinB, scanning, or by any other mere d relrlwsi system *Mod wrMw pemlssbn from Tam Conoapb, P.C. Also, to" plans may not be USIOW b a Stkd party *Mout MN wdllon aWwrtrstlon of Two Cone^ P.C. O TERRA CONCEPTS, P.C. SHEET OF 14 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -SIA) EQUIPPED WITH CHARLOTTES MUELLER CENTURION WQ3) VILLE THREADS WHICH IS QOR APPROVED EQUAL 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN X TO 10' 7 CU. FT. S"GATE VALVE TD -17 FIG. W4 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T 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 S" X 0" THE PREVAILING GROUNDWATER ELEVATION. IF TEE REQUIRED TO BE IN WET AREAS, THE WEEP 2300 P.S.I. CONCRETE HOLES SHALL BE PLUGGED AND THE HYDRANT BASE AND THRUST '' I �., " v�� SHALL BE PUMPED DRY. BLOCK AGAINST I. �;.) UNDISTURBED STABLE I SOIL' STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN MAI THREADED TALLRODTO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT NTH 2-3 W OR RODS SHALL BE GALVANIZED THREADED RODS IN ADDITION TO POURING ASPHALT COATED CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT TYPICAL FIRE HYDRANT ASSEMBLY SECTION N.T.S.J DETAIL U-01 DETAIL U-012 DETAIL U-004 .T.S. N.T.B. N.T.B. N.T.B. COVER LIFT NOTCH 12 3A" WATER� CAST IRON LID NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES NTH S" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST NRON BINGHAM end TAYLOR No. 6015.5 OR APPROVED EQUAL. USES' OF BRICK anNar BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 13/4' DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8" -11' METERS) J DETAIL U-018 N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 Lim No. 35326 SCALE: AS SHOWN ISSUED: 10-27-05 DRAWN BY: AGF REVISIONS: I. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS M rights r arvad. No pan of 6w maledal Woo cted by INS odpy� (pians. We". dssipns, s•tdons or Mlasa •X e"W on Insist plow) may be MWWi c d. dw qod or Wind in any form or by any means, *Wcbwft or machaMni, itlWkq OwWoopyinB, scanning, or by any other mere d relrlwsi system *Mod wrMw pemlssbn from Tam Conoapb, P.C. Also, to" plans may not be USIOW b a Stkd party *Mout MN wdllon aWwrtrstlon of Two Cone^ P.C. O TERRA CONCEPTS, P.C. SHEET OF 14 FIG. S -I -B EFFECTIVE AUGUST 18, 2005 FIG S4 -D TD -2 TD -4 z 3000 PSI CONC. BASE (25MM) Dw HOLES O 3 2" (51 MM) LETTERS ON 32 3/4" (83DIA (RECESSED FLUSH) BENCH SLOPED TO FLOW BOLT CIRCLE.. O (25MM] o CHANNEL 1/4": 1' MIN EAST JORDAN IRONS (PICK OLES WORKS 00104318 1 1z -- BRANCH US FOUNDRY CORP. J38MM] USF 710 RING 8 DP COVER OR APPROVED EQUAL 2 O O S R W (2) CORED PICKBARS 1 1/8" (29MM) Dw BOSS FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE F CONNECTION " BOOT" 271x1„ DLA1 trr' INSTALLED 1699MK (38MM] 7" 26 1/4" DIA [178MMI 26" DA 1 1/2" �- [887MM] (880MM] [38MM) 1/4" (8MM) DLA 31/8" 24" DIA NEOPRENE GASKET (7 M1 rYMuut 1 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE-IN DETAIL Ulm N.T.S. FIG. S -I -A TD -1 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA [weldly, "WEDG-LOK" TYPE d ° 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE RUBBER COATED STEEL AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS AND TRANSITION TO STEPS OR APPROVED STANDARD PRE -CAST LATERAL PIPE SHALL BE AT LEAST 0.7 HIGHER THAN THE EQUAL CAST IN PLACE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 3'-0" MIN PRECAST REINFORCED Na 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONCRETE SECTIONS 12" MIN WALL "O" RING SEALS d 18" MAX 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) IjQ1 MINIMUM ELEVATION 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM i. DIFFERENCE ACROSS M.H. 5" 7 4'-0" 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER FROM INLET TO OUTLET OF 3 FEET. 5„ SHALL BE 0.20 FEET. CONCRETE BASE DEPTH OF FLOW CONCRETE 24" VARIES FILLETS EXPANDED STEEL MESH (FLATTENED) SHALL HAVE CHANNEL TO BE WEIR ELEV. 481.25 APPROX. 0.82 LBS. PER SQ. FT. MESH SHALL BE 3/4 DIAMETER OF GALVANIZED IN ACCORDANCE WITH ASTM A-123, CONTRIBUTING T -- BEYOND ORIFICE, AND IS A BARRIER FOR SEWER. 1 ° d ° A FILLETED INVERT FOR A SMOOTH ° e 12 TRANSITION OF FLOW BETWEEN INLET 3 OUTLET PIPE SHALL BE REMAINING BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. PROVIDED, MIN, 8" BEDDING W/ NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN �.7� SECTION NOTES: 1. ELECTRIC SHALL ALLOW JOINT TRENCHING TO OCCUR WITH TV AND CABLE PROVIDERS. 30' R.O.W. / UTILITY EASEMENT 2' 20' 2' 3' 311 U -M N.T.B. G UTILITY AND EASEMENT LOCATIONS 7 SECTION N.T.B. 287 l J [722MM] [16MM] 23" DIA[584MM] 38""DA -IM] 25" DLA [635MM[ 0. D. OF GASKET GROOVI FRAME SECTION SECTION TYPICAL MANHOLE FRAME AND COVER ", 7 % DETAIL SEWER SERVICE LATERAL CONNECTION NOTES: d ° 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE CONCRETE SAFETY SLAB AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS AND TRANSITION TO INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE STANDARD PRE -CAST LATERAL PIPE SHALL BE AT LEAST 0.7 HIGHER THAN THE MANHOLE RISER TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED NOTES: TO THE MANHOLE. REINFORCED 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONCRETEBAFFLE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", WALL OR AN APPROVED EQUAL. ST -1 STEPS 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) IjQ1 10 -YR STORM ELEV. 487.72 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM i. DIAMETER OF 4". 2' MIN 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 8" SALT TREATED FINISHED GROUND 2 x 4 MARKER n PLACE VDOT STD. SLA - CONCRETE SAFETY SLAB AND TRANSITION TO STANDARD PRE -CAST MANHOLE RISER 7' x 7' PRECAST REINFORCED - CONCRETE BOX 84„ ,..., 7- I 72" 8 54 I 15" RCP$ I INV. 484.34 I I .d 12" d r SECTION A -A SWM B1 CONTROL STRUCTURE H1 N.T.S..S. DETAIL FIG. S-2 TD -6 PLACE VDOT STD. SLA CONCRETE SAFETY SL AND TRANSITION TO STANDARD PRE -CAST MANHOLE RISER 72" 12" B Uyl KrIN!"vnceu CONCRETE BAFFLE WALL 48" HDPE PIPE INV. 484.45 SECTION A -A SWM A JUNCTION BOX B1 TYP. REINFORCED CONCRETE BASE B PLAN VIEW ID -000 N.T.B. REINFORCED CONCRETE, TYP. L_ 12" J DETAIL ID -M N.T.B. REINFORCED B CONCRETE PLUG END OF BAFFLE WALL MAIN LINE SERVICE LATERAL SECTION 45"0'0" INV. 477.85 VDOT STD.- 72 A 42 8 ST -1 STEPS LtLi�A• • �, ip IN LINE WYE -TEE PLAN VARIES E� SEWER SERVICE LATERAL CONNECTION 1 DETAIL U -01I N.T.S. fJ 8" HDPE PIP [8" HDPE PIF B INV VDOT STD. . 477.75 INV. 477.75 ST -1 STEPS 216" PLAN VIEW REINFORCED CONCRETE BAFFLE WALL A 48" HDPE PIPE d ° CONCRETE SAFETY SLAB PLACE VDOT STD. SL -1 AND TRANSITION TO STANDARD PRE -CAST a MANHOLE RISER 41 OVERFL W " NOTES: WEIR REINFORCED VDOT STD. CONCRETEBAFFLE WALL 611,, ST -1 STEPS < 24„ 10 -YR STORM ELEV. 487.72 i. ° 4.0" DIA AND TRANSITION TO ORIFICE < ELEV. 484.34 8" CONCRETE BASE 36" 24" WITHIN EXISTING VDOT RIGHT- EXPANDED STEEL MESH (FLATTENED) SHALL HAVE KrIN!"vnceu CONCRETE BAFFLE WALL 48" HDPE PIPE INV. 484.45 SECTION A -A SWM A JUNCTION BOX B1 TYP. REINFORCED CONCRETE BASE B PLAN VIEW ID -000 N.T.B. REINFORCED CONCRETE, TYP. L_ 12" J DETAIL ID -M N.T.B. REINFORCED B CONCRETE PLUG END OF BAFFLE WALL MAIN LINE SERVICE LATERAL SECTION 45"0'0" INV. 477.85 VDOT STD.- 72 A 42 8 ST -1 STEPS LtLi�A• • �, ip IN LINE WYE -TEE PLAN VARIES E� SEWER SERVICE LATERAL CONNECTION 1 DETAIL U -01I N.T.S. fJ 8" HDPE PIP [8" HDPE PIF B INV VDOT STD. . 477.75 INV. 477.75 ST -1 STEPS 216" PLAN VIEW REINFORCED CONCRETE BAFFLE WALL A 48" HDPE PIPE 48" HDPE PIPE 48" HDPE PIPE INV. 478.71 INV. 478.71 6" TYP. 72" VDOT STD. A INV.4 1.52 ST -1 STEPS A ,. 6'x 14'x 6' PRECAST PLAN VIEW REINFORCED CONCRETE BOX 188" 15" HDPE INV. 481.41 8' x 18'x 6' PRECAST REINFORCED CONCRETE BOX I_1 PLACE VDOT STD. SL -1 CONCRETE SAFETY SLAB PLACE VDOT STD. SL -1 AND TRANSITION TO STANDARD PRE -CAST PLACE VDOT STD. SLA MANHOLE RISER 41 OVERFL W " NOTES: WEIR REINFORCED 4. ELEV. 488.34 CONCRETEBAFFLE WALL 611,, d < 24„ 10 -YR STORM ELEV. 487.72 d' 2 -YR STORM ELEV. 486.75 ° 4.0" DIA AND TRANSITION TO ORIFICE < ELEV. 484.34 REINFORCED CONCRETE BASE -� M„ W WITHIN EXISTING VDOT RIGHT- EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX. 1/2 " X 1" AND WEIGH WEIR ELEV. 481.25 APPROX. 0.82 LBS. PER SQ. FT. MESH SHALL BE SECTION B -B GALVANIZED IN ACCORDANCE WITH ASTM A-123, THE MESH SHALL EXTEND A MINIMUM OF 1" BEYOND ORIFICE, AND IS A BARRIER FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. 48" HDPE PIPE 48" HDPE PIPE INV. 478.71 INV. 478.71 6" TYP. 72" VDOT STD. A INV.4 1.52 ST -1 STEPS A ,. 6'x 14'x 6' PRECAST PLAN VIEW REINFORCED CONCRETE BOX 188" 15" HDPE INV. 481.41 8' x 18'x 6' PRECAST REINFORCED CONCRETE BOX I_1 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434.296-6497 LIM No. 35M /D-Y--oL SCALE: AS SHOWN ISSUED: 10-27-05 DRAWN BY: AGF REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS Aa rights roaarvad. No Dan of IM , OWMI protecbd by d* Copyright (pbn{, lora, desioa, notions or dente a%prnaW On tilaaa plain) may M raPrWUCW, CI1aI1gW or utlNxW In troy roan or by any mends, o*ctronlc or nvichaniral, in"idi g photooaPYyq, scitinning, or by arry oew manna of retrieval system withoul written pamiatlon from Tram Concepts, P.C. Also. ft" Plena may not be anlpnW to a third party wmw frrtt written alltitohtation of ram Cor"pb, P.C. O TERRA CONCEPTS, P.C. PLACE VDOT STD. SL -1 PLACE VDOT STD. SLA NOTES: CONCRETE SAFETY SLAB CONCRETE SAFETY SLAB 1.OPEN CUTS IN PAVED AREAS AND TRANSITION TO EMERGENCY SPILLWAY AND TRANSITION TO WITHIN EXISTING VDOT RIGHT- STANDARD PRE -CAST WEIR ELEV. 481.25 STANDARD PRE -CAST OF -WAY SHALL BE BACKFILLED MANHOLE RISER MANHOLE RISER REMAINING BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. NOT CONTAIN ROCK MATERIAL REINFO ED 36"MIN LARGER THAN 8" IN ANY 2. FOR DUCTILE IRON PIPE THE CONCRETE 8 TYP. DIMENSION BOTTOM OF THE TRENCH SHALL BAFFLE WALL d 24"MIN BE SCRAPED AND COMPACTED, TOP ELEV. 481.75 6„ TYP. 8" X 8" 6" 19 -YR STORM ELEV. 480-92 INTIAL BACKFILL' AND ALL STONES REMOVED OR 72" I 36 I 8 MIN (8" LIFTS) A 4" BEDDING OF NO. 68 STONE RIFICEEV f 1 -YR STORM ELEV. 480.11 EMBEDMENT THOROUGHLY COMPACTED SHALL BE PROVIDED. 48„ 8 TYP' E 477.85 6 TYP' SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER [ OF PIPE O 3.WHERE ROCK IS ENCOUNTERED REINFORCED HAUNCHING PIPE SHALL BE INSTALLED ON A 12" 2 ° ° • CONCRETE BASE NO.68STONE -T -- BEDDING 6" matt MINIMUM 6" BEDDING OF NO, 68 T_ 4" min STONE. REINFORCED EXPANDED STEEL MESH (FLATTENED) SHALL HAVE CONCRETE BASE SECTION 13-1313-13OPENINGS O APPROX. 1 2 " X l" AND WEIGH FOUNDATION (SHALL SECTION A -A APPROX. 0.82 LBS. PER SQ. FT. MESH SHALL BE REQUIRED WHEN SOILL CONDITIONS ARE UNSTABLE GALVANIZED IN ACCORDANCE WITH ASTM A-123, ALL PIPE) THE MESH SHALL EXTEND A MINIMUM OF 1" BEYOND ORIFICE, AND IS A BARRIER FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESH IS TYPICAL SEWER PIPE INSTALLATION TO BE CONSTRUCTED THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. H IN TRENCH r7F SWM A CONTROL STRUCTURE A2 7 SECTION NTS 7 DETAIL IN.-OW TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434.296-6497 LIM No. 35M /D-Y--oL SCALE: AS SHOWN ISSUED: 10-27-05 DRAWN BY: AGF REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS Aa rights roaarvad. No Dan of IM , OWMI protecbd by d* Copyright (pbn{, lora, desioa, notions or dente a%prnaW On tilaaa plain) may M raPrWUCW, CI1aI1gW or utlNxW In troy roan or by any mends, o*ctronlc or nvichaniral, in"idi g photooaPYyq, scitinning, or by arry oew manna of retrieval system withoul written pamiatlon from Tram Concepts, P.C. Also. ft" Plena may not be anlpnW to a third party wmw frrtt written alltitohtation of ram Cor"pb, P.C. O TERRA CONCEPTS, P.C. FILTERRO 8" AMERICASTs PH (804) 76841088 1D FAX (804) 752 -WW VW WV.AMERICASTUSA.COM 0 TREE FRAME & GRATE _ CAST IN TOP SLAB CLEANOUT COVER CAST IN TOP SLAB TOP SLAB INTERLOCKING JOINT (TYP) AP R INLET SHAPING A (BY OTHERS) OUTLET PIPE LOCATION VARIES (BY OTHERS) PLAN VIEW PLANT AS SUPPLIED L BY AMERICAST GALVANIZED (NOT SHOWN ANGLE NOSING FOR CLARITY) 0.88' QTY & SIZE CURB AND GUTTER 6 x 6 (BY OTHERS) °D STREET DOWELBARS 0 12" O.C. MULCH PROVIDED BY AMERICAST SD INTERNAL PIPING FILTER MEDIA PROVIDED BY AMERICAST BY AMERICAST SECTION A -A DESIGNATION L W TREE GRATE OUTLET 1.04' 15" 0.88' QTY & SIZE PIPE SIZE 6 x 6 6'-0" 6'-0" (1) 3x3 4" PRECAST FILTERRA"m UNIT - A� STANDARD CONFIGURATION DETAIL D-007 N.T.S. a aaRo otLTUY r/ J Lama OF acp1T1011 _ - saoocs ,ADTO WIT q"4C8%T:�IB •iiiiii8�lCP F w e FOR MOM DS'I'ADSD UMMUTION, BRE AICs TlICRMCAL NOTE 6.190, -SWRM wATSR DlRST70s/s111111 LON SYSTEM DEMON". rsmDn FOR DNBMRAM CAD NAM, MUI MICE T'BR ADS SFORM 11All DSTDfT10N/RRTRN'TION BY D1 / Dp1OM 'fool Cl RDI, 1rAILABIa PAOY mt1R LOCAL 1M s11aR IRPRtlMTT1 MroB 7/le/Oa POR ADDITIONAL DmAW. M IDs 90-706 Y STD -708. w w www. Du 5-0-991 PIC hs w KM -701 HI (RIGID PVMT TYPICAL SUBSURFACE DET/RET CROSS SECTION N-12 PVMTJw UNDISTURBED XS'X MINIMUM 3 12" EARTH 1.04' 15" 0.88' 1.12' Alp 0.74' 1.36' 24" 0.84' 1.58' 30" 1.5' 1.88' W. 1.5' 2.21 42" CLASS I OR II MATERIAL BEDDING (CLASS I OR II MATERIAL) FILTER FABRIC l.5' PER ASTM D2321, LATEST EDITION, - 4' MIN. FOR 12'-24' N-12 (WHERE REQUIRED) 2.48' COMPACTED IN MAX. 8' LOOSE LIFTS FLUME (CROWNED AND SECTION VIEW FILTERRA THROAT) TO 95% MIN, OF MAX. SPD - 6' MIN. FOR 30'-60' N-12 SLOPED TOWARD FILTERRA FILTERRA w H1, 42 = 12' FOR UP TO AND INCLUDING 48' N-12 d ° THROATS) = 24' FOR 60' N-12 CAST -IN-PLACE w FOR LIVE LOAD INSTALLATIONS PROVIDE 24' COVER FOR 42'-60' N-12 NOMDNAL Dt"Willt MINIMUM E MINIMUM 3 12" 0.69' 1.04' 15" 0.88' 1.12' 18" 0.74' 1.36' 24" 0.84' 1.58' 30" 1.5' 1.88' W. 1.5' 2.21 42" L6' 2.08' 48" l.5' E.10' 80"1 1.5' 2.48' 111JQIISIi.mBasaB1� •swam Pww[ wcww, •a lrec7 ,1a risewo r11M M Imww I/Ieemin w ew A if �Mm� 1M' m ww Meeea Pec a Usti a•awse AMR Ma IawaMr Ywl�w� r•R maw le a Mm o o m rrwmc wr rmr�, we a ux eewaeam, s o nm naw�w� rrwm eo = ewp W ,w4 W1' R„ F A NlaM,01,. _- nweMw ww.• NOTES 1. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTAILRD IN ACCORDANCE WITH ASTM D2321, STANDARD PRACTICE FOR UNDERGROUND U49TAUATION OF THERMOPLASTIC PIPE FOR SEVERS AND OTHER GRAVITY FLOW APPLICATIONS LATEST EDITION. 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FLNKS INTO BAC111111 MATERIAL, WHEN REQUIRED. S. FOR MORE DETAD.ED INFORMATION, SEE ADS TECHNICAL NOTE R,120, "STORM WATER DETENTION/R6TENT'ION SYSTEM[ DESIGN'. LRVM01• Elm BY OATS AVM Ot.6a.0a riww e w Mew 1 LIJ 5-97-M 1= 6-6-N STD -708 FILTERRA• (TYP) Box WALL I I SECTION VIEWS OF FILTERRA IN FLUME APPLICATIONS AMERICAST• VDOT STD. ST -1 STEPS 2 1/2" x 2 1/2" x 1N" GALVANIZED DO NOT REMOVE - LEAVE ANGLE WITH 1 /2" x V SHEAR STUD PH (804) 798-0006 CONNECTORS AT 24" O.C. MAXIMU IN PLACE UNTIL SITE IS IMPORTANT FAX (804) 752.0836 PRECAST TOP SLAB CAST -IN-PLACE CURB AND FILTERRA FLOWLINE MUST BE WVWNAMERICASTUSA.COM FILTERRA (BY CONTRACTOR) AT A HIGHER ELEVATION THAN PRECAST BOX WALL BYPASS FLOWLINE FLUME (SLOPED TOWARD (DROP INLET OR OTHER) FLUME (CROWNED AND SECTION VIEW FILTERRA THROAT) d " FILTERRA THROAT OPENING SLOPED TOWARD FILTERRA FILTERRA d . d ° THROATS) THROAT CAST -IN-PLACE n - OPENING 4" MIN / 8" MAX DEPRESSED a FILTERRA PRECAST CURB - PRECAST FILTERRA THROAT FILTERRA TRANSITION TO DEPRESSED TOP SLAB (TYP) GUTTER TRANSITION OPENING TOP BLAB MMAX. ,; J J TO PROVIDE POSITIVE a" DRAINAGE TO THROAT c4 ' OPENINGS t '! r r • ," CAST -IN-PLACE FLUME i GUTTER 4" MIN. t1 PRECAST a' MAX. DOWEL W FILTERRA GUTTER TRANSITION TO BOX WALL .�i '7' CAST -IN-PLACE ;`� PRECAST PROVIDE POSITIVE DRAINAGEy (TVP) FLUME a GUTTER DOWEL FILTERRA TO THROAT OPENING SECTION VIEW TOP SLAB NOSING (TYP) Box WALL I I SECTION VIEWS OF FILTERRA IN FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN VDOT STD. ST -1 STEPS 2 1/2" x 2 1/2" x 1N" GALVANIZED DO NOT REMOVE - LEAVE ANGLE WITH 1 /2" x V SHEAR STUD AS NECESSARY PRIOR TO INSTALLATION CONNECTORS AT 24" O.C. MAXIMU IN PLACE UNTIL SITE IS IMPORTANT cq PRECAST TOP SLAB CAST -IN-PLACE CURB AND FILTERRA FLOWLINE MUST BE GUTTER ON EITHER SIDE OF FILTERRA (BY CONTRACTOR) AT A HIGHER ELEVATION THAN PRECAST BOX WALL BYPASS FLOWLINE (DROP INLET OR OTHER) SECTION VIEW d " FILTERRA THROAT OPENING FILTERRA® d . d ° " °. • CAST -IN-PLACE n - 4" MIN / 8" MAX DEPRESSED a CLEAR OPENING GUTTER AT THROAT d' • OPENING (BY CONTRACTOR) ° TRANSITION TO DEPRESSED GUTTER AT THROAT OPENING ,; J SECTION VIEW TOP SLAB NOSING 01u7 DETAIL N.T.S. B PLACE VDOT STD. SLA - CONCRETE SAFETY SLAB AND TRANSITION TO STANDARD PRE -CAST MANHOLE RISER 72" 12" I n e 64„ 3 72 d 7'x 7' PRECAST REINFORCED - CONCRETE BOX EQUAL TO WIDTH OF SIDEWALK TYP. CONTRACTION JOINT NG 8 PLAN 4 A" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. JOINT 2" SMOOTH TROWELED EDGE; OPTIONAL SCORED BROOM FINISH; TYP. PERPENDICULAR TO DIRECTION OF TRAVEL EXPANSION JOINT W/ Y2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF6"X6"W1.4XW1.4W/2" MIN. COVER COMPACTED VDOT *21A STONE BASE 05% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- BROOM FINISH WITH C� TOOLED EDGES PLAN, SECTION N.T.B. 84" d s d I I THROAT PROTECTION DEVICE 04 DOWEL BARS 0 12" O.C. TO BE SEN VDOT STD. ST -1 STEPS I ' ' DO NOT REMOVE - LEAVE 8" 38" AS NECESSARY PRIOR TO INSTALLATION IN PLACE UNTIL SITE IS IMPORTANT OF FIELD POURED GUTTER STABILIZED AND FILTERRA FILTERRA FLOWLINE MUST BE IS ACTIVATED AT A HIGHER ELEVATION THAN PRECAST BOX WALL BYPASS FLOWLINE (DROP INLET OR OTHER) SECTION VIEW FILTERRA THROAT OPENING FILTERRA® THROAT OPENING AND GUTTER OR FLUME APPLICATION 01u7 DETAIL N.T.S. B PLACE VDOT STD. SLA - CONCRETE SAFETY SLAB AND TRANSITION TO STANDARD PRE -CAST MANHOLE RISER 72" 12" I n e 64„ 3 72 d 7'x 7' PRECAST REINFORCED - CONCRETE BOX EQUAL TO WIDTH OF SIDEWALK TYP. CONTRACTION JOINT NG 8 PLAN 4 A" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. JOINT 2" SMOOTH TROWELED EDGE; OPTIONAL SCORED BROOM FINISH; TYP. PERPENDICULAR TO DIRECTION OF TRAVEL EXPANSION JOINT W/ Y2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF6"X6"W1.4XW1.4W/2" MIN. COVER COMPACTED VDOT *21A STONE BASE 05% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- BROOM FINISH WITH C� TOOLED EDGES PLAN, SECTION N.T.B. 84" d s d VDOT STD. ST -1 STEPS 8" 38" 24" d REINFORCED CONCRETE BAFFLE WALL 48" HDPE PIPE INV. 480.82 8 PLAN VIEW SECTION A -A E SWM B2 CONTROL STRUCTURE D1 ID -000 $ DETAIL N.T.S. REINFORCED -. CONCRETE, TYP. L 12n REINFORCED CONCRETE A 48" HDPE PIPE WEIR ELEV. 484].72 , 1 9" fes--�1 3.0" DIA. ORIFICE r ELEV.480.72 96" PLACE VDOT STD. SLA CONCRETE SAFETY SLAB AND TRANSITION TO STANDARD PRE -CAST MANHOLE RISER REINFORCED CONCRETE 1. -----BAFFLE WALL REINFORCED CONCRETE BASE EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX. 1/2 " X 1" AND WEIGH APPROX. 0.82 LBS. PER SO. FT. MESH SHALL BE SECTION B -B GALVANIZED IN ACCORDANCE WITH ASTM A-123. THE MESH SHALL EXTEND A MINIMUM OF 1" BEYOND ORIFICE, AND IS A BARRIER FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. NOTES: 1. DETECTABLE WARNING TO EE OLA88 A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLW RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRU14CATBD DOME DETECTABLE WARNING MAY BE UMM WLR/ THE APPROVAL OF THE ENGINEER 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN-PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SMALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (DAWENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOUMRED BARB. 4. V RAMP FLOOR M PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 90 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS M. 5. REQUIRED BARS ARE TO BE NO.5 X V PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR MINIMUM CONCRETE COVER 1)%. 6. CURSCURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURSMAM AND GUTTER. 7. CURS RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER THEY ARE TO BE PROVIDED AT MNTERBECTIONB WHEREVER AN ACCEBSNLE ROUTE WITHIN THE RWHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK M EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST N LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. S RAMS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 18 PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK 18 C THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REOUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7. E-S�y�•,�y PERMISSIBLE A CONSTRUCTION] 6 5 DOWELS, e" LONG �' K JOIN 4tp� ® 12" C -C mini / 4' TANGENT PLAN B MI .1 10: MAX B A 4' OU TSI DE AL LANDING ALTERATIONS B ATRAVELWASY SMALL BE TRUNCATED DOMES MARKED WITHIN A CROSSWALK e'a 4�, BACK OF 12'1 IAU(�5.1 MAX U C 20:1 U IpI ALK CR CROSSWALK TYPI PLAC NT DIAGONAL VARIATION AT INTERSECTION L� SECTION A -A TYPICAL PLACEMENT WITHIN BUFFER STRIP) 2I MIN' 1 PERMISSIBLE AT INTERSECTION CONSTRUCTION WITHIN CROSSWALK DIAGONAL VARIATION Jae TYPE A (PERPENDICULAR) APPLICATION ML 1 " • ' ' THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES SECTION B B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. 291' C -C RUNCATED DOME 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o o sr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 It DAA. DIA, TRUNCATED DOME MINIMVARIABLE DETAIL 4' MINIMUM. PAY UNITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL vwoNu oePNlrNeMr of nlNlmoaunGl CG -12 DETECTABLE WARNING SURFACE D TYPE A (PERPENDICULAR) APPLICATION $ DETAIL N.T.S. F GUARDRAIL PLACEMENT $ DETAIL 8-015 N.T.S. }" 0 HOLE FULL THICKNESS 2 4' -2k 8' 0" 2- #3 REBAR 2" �^ o e 11 4" 8 5 • 3j TOP VIEW 12" in 0 5}"3 SECTION "A" ENLARGED SIDE VIEW G DOUBLE -SIDED CONCRETE WHEELSTOP $ SECTION N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 LID. NO. W= SCALE: AS SHOWN ISSUED: 10-27-05 DRAWN BY: SWE REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS A6 rlphte renrwd. No pmt of to material; by Ods oopyrigM (plana, Nass, designs, section a or doesk "pressed on these piens) may be reproduoW, c11Sr9ed or uWU*d in any form or by any means, eM, , is or meehenlesi, W" dYq plaboepyxq, owning, or by any other mans of reelwal system wtlbut wrIBM permlow horn Tons (ono", P.C. Also, hese p orm may not be assigned to e third Wty wMtwt first wow wmarhalbn Of Terra Concepti, P.C. O TERRA CONCEPTS, P.C. SHEET (f) SEED 1 ` THIS AREA (727 SF) SEED 1 THIS AREA I (585 SF) S I U7 1_ W 'iiia! a ��- ♦ 'a •044 I's • HC SIGN .•ii•.il�' a i�♦�•�, / ',0i►♦`a� 171 • 24- - SOD - THIS AREA (5300 SF) `r���ll lila Illi p it I WIN I I 0 foe 2Nr 24 -IC a�no, No 111 WIN IIIIIIIIIIIIIIIIIiII � o 0 21- PA a; r, �I ;,: �.WA �' �' C .•i♦.pial a •.. .t-. � OY�L _ Y00� �.�� r�.:���O�O�a.�O���o�� � ���u-Z'��_� �_ � t a ,� ♦�l 1, '"_ I /iii P'i•n 'n%s:��Bf �i""�i' I �'+�i�.v„ r�i�i <<i� 2"r. .'lt .:o, ::r�ii;�l�il Iw�����"'v`•.` _ m p� ♦ v. . •��4 ( a'•f^. �!♦� • �� •r, 2"4, r4,"li •';,: • , "t4��9v��9+�����-0+v�4:��, :2"p$?2":•i �+r'^ri'.>iry.!rii ���.: ii•• .[ry�$rrl \�4S�q������o �:���Oj::��•.. �A".��..L•.. :��:I� O' �. •••..all � �. •ria}iii�ri�i�ri� ��P?���Q�.4"♦ .�_: v.��.: l i2Ui�i(...;L.. ^...r .2"l a. (.�rni.�af4. .. J �1 � � � , ��`` ►9.0 ��^'•' � �11G �Illm � ,. .x2" . _. � ���_ , .� e e :. � ,OO`IO • . III V!Illllj�ilu � . ��♦♦v♦�..♦♦. 5 0 .: �p♦;�.ii♦j♦j♦�♦j�♦iyl ■ ■■■■.�...� * \ I �ilQlllllll� :;ii♦i♦i0♦ii♦.�•s0♦♦♦ ��['�iLL�i=....=le• I\ •..♦♦♦♦♦♦b !ai�.■i u•■ni.� •CI •� •• • ' I ' >�,!Ov � : e o - • ; .,,.�..�♦♦♦♦,,•;. �♦�1♦ ..:■ ■wore■ r; \ . •,•♦'♦♦�. 4t ' �,,.■ .■ n■Lr ■1 � � �•'` .t♦♦♦..o � •a:in�n�'' ,, �� �� T IIIA ( ► l� .,♦ ♦♦.♦. ICA ♦♦•}.♦♦♦♦ I, el A■.: A■ ■■ 1• 1-� . ♦ ♦ a. .•♦.♦•►•v•• I - 7 t ■ ■■• ,..a -pee E I�I Ilii, 1 �.'.�►��•i :.......,...;,♦: ;...•..;p. a......w.� • � If a ....._... � :e� _ � II,�III�IIIII�� III �...♦♦.;♦♦.♦♦♦♦• ,,.■■.- +ii'PiOi'"• 7a•. ren ue ® � 'iii ........... *01311 'raw Mae tit J� '�'♦�►�� °�. wry �,.. �����i�� > ���►1��� � !Ij�� �p�� ..- � I i III�IillliiiiNlI ♦♦♦A _ a � �.;� 4 111111 II''01�Iliii III '�II� •♦♦♦+`,� -.�' ei .v m. ill:+ . �O'�. �\� +if� �___ -�-1.11 '` l ♦♦ III IaT on..•" f• ir•s ♦ •• ma, (I �1.•.♦.?�1!.�►i./ �' �'.� ..11■1 �IIAN�IL®L.11�1.�I�!^',.�LI>III�1.®I�I �� '�_ __ s .� � �� •v�_uial awl ��!�\ ^ • � ou••••. uo•a■••� .u. ����`� c.. //�i. COUNTY CALCULATIONS TREE CANOPY (REQUIRED BY ZONING: A. REQUIRED: Acres Site Acreage: 2.370 Farmland Credit: 0.000 Recreational Credit 0.000 Open Space Credit 0.000 Public Land Credit 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 0.000 Preservation Credit 0.000 Agent Approved Credit 0.000 Basis for Canopy: 2.370 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for canopy 2.220 Min. Tree Canopy Requirement: 10% (see Sedan 32.7.9.9.b) Total: 0.222 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 0.000 Bonus Factor (per 32.7.9.9.d.2) 1.25 Total: 0.000 Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (Al): 0.222 Tree Canopy Preserved (B): 0.000 Additional Canopy Required: 0.222 Note: If Additional Canopy Required is negative than NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy is required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed) ADDITIONAL REQUIREMENTS: 5% of Paved Area: Paved Areas: 35,783 sf (0.82 Ac) Required: 1,789 sf (.04 Ac) / 50 sf = 36 Proposed: 29 Tress + 147 shrubs adjacent to trave"s and parking areas = 8,800 of street Trees: Frontage: 200' Required: 200 / 50 = 4 Proposed: 4 Screening: As Shown on plans via evergreen plantings. PLANT LIST (REQUIRED BY THE COUNTY) Label SdenfRcNanb _ iC TdT" ►ibM QurNitY CWPK� H$V t Root CCrrYTMrlta _ BB Amete mer - m B'A _._ Aut rm Branca ServiNte rrir 8 1 1.78-r+ 8-1a So iM strur* (3•b MrYa); d.n•a, unNomiWarrjft; taa!anin9 bell r T I� AS Arrelanehhr arbaw'AINm BriarlcY ! BMr LYlopa 2889 4" pot (1 pint) i Al plants fromonla wuros; NNN iy coler belrtead fart! it O.0 ----- -- - - - - - l I . liar Birch 6 2-2.8" 10.17 B88 Mul1-trutk (35 truAe); derv, unlortn hrarwiYnp; brartchlrlp bete et 4' BN B_aWlanlpra'FMMapa' Clump -_ l Y_-C-Q'Yp?III� }�P'Yoahlra' _ roarYno •IaPn•aa QYPbn_+Ma _40- r Rr tc prarw; aww fal�w atral{�L vYr«,tdr frxm 1a o.c J - - OR IGladtslatrl=III tosver. Ywev 'SWWW-_y9lyaraLown _._..- _.5 , 2.5.3" 12-14' -. BSB iArplentefromorlasotrachmAyodorbWrtcadfomtbnncM be0ed4' I FH Hod n heft 'Baeca' I eaaca B1pNh key 288 ? 2" pkpe 1 Al plants fromar s same; heathy color beish ad fort 10" G.C. .... __ _- _ _.... 18-24".{_. 3G_-rpweaformhaaMycolor;uironnbrancri,p;3'O.C. -. .. IC MKcormasCvlew' -._ �OrlasaHoaY((hknw) _. � 129 } I -_.. _ --_ _ _. ... _ KG kK Slot re'Denaa' Deny lnlbarty 143 t 18-24" I 3G -Drea toms haaaly calor; lrrMarmbrarrAYrtp, 3 OC 1 10 �Irr x Camser OYdeef Hoy_ 4 64Y BO 11I Fur b wall& denw talege strav P rrridal fano --- - - 7 40 . - 18.24" .-- 3 O Caress form had y aobr; urrlamites i rip TOC - I JC Ariparous chherela FeraonP Peraorys Arrklsr r --'--1 } 8-1111Y8-1111YBee �M11Ftrusc(3abu+e),drw.udr«mt.arrchYip brand+rgwomad _ LM_ , t..gersvwrrl. x,'Mrrt (fauw) ksrrr oep.nyros s 2-z6' RA Rerniesrlrnebpacvoklaa T•lawW Herrin Fourth Grew 84 -.-. r } 3 G Daresform heally odor, uNonnbra id l ;.TQC 1- ------ -- - - - - -- r ON n,� . PAM Oak 4 2-2.5 10-1r BaB ._ M!&trunk(3-strurie) dance udfarm_brancNrp - - --- 98 apt x bureltla Arrlhony WMrar' PAM Wow Bptoa - 1 3 t 18.24" I 3 G Mrea }arm harly oats; unrambraroh--- 3 OC - _ - - SEDI Rated 9� Sats -- Seed 1500 { Tel Fames (Alternative for SCD KM 2000 orf)) Steel 5550 Avon Gold Hard Feacua MN (Soppier 1.800.875.2151) I _ {AMC7letasaBm i 10 ` _ . - ITalFaecw._, I SCD �FauAr► 900 Sod 8000 Lp I Ltrrr� �yN �Ay� 1.762" 10.17 ,__. 858 M plant fromore saroa; heally Cabr; balncad fort branchFp begirt k 4' _.. CONSERVATION PLAN CHECKLIST (HANDBOOK PP 111.284 -111-297 FOR COMPLETE SPECIFICATIONS) 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDED DRIP LINE OF TREES TO BE SAVED); LOCATIONS AND TYPE OF PROTECTIVE FENCING; GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING; 2. MARKINGS: ALL TREES TO BE SAVED SWILL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARING VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE -CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SWILL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OR 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. S. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: 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 INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: 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 DETAIL SUBMITED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A TREE WELL 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. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. NOTE: IT IS THE DEVELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. !3 - 2voj6, OWNER'S SIGNATURE DATE CONTRACT PURCHASER SIGNATURE DATE TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 LIC. N0.35326 l0- j- 0,4 SCALE: I"= 20' ISSUED: 10-27-05 DRAWN BY: SWE REVISIONS: 1. 12-20-05, COJACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS M rlpMs r■►■rwd. No pelt d ee m■1•rh1 prolad■d by nth «orroM (phn►, Waaa, daaA7ns, aaaeons «dalar ex rvesel on areas plars) may to reprodueed, dwread or uftW in any brm or by wry mor, ahcao•c or madrnial. klckdM 0*1ocaPys9. oceorr 2"p, «b/ any drrr mor of nbim system wkhdA WAlen Pam hom Ton Conotpet, P.C. Also, #I*" Piers may not be sailpn■d b a third party w*W Mal wrebn aubareadon or Ton 0woapb, P.C. O TERM CONCEPTS, P.C. SHEET i `r���ll lila Illi p it I WIN I I 0 foe 2Nr 24 -IC a�no, No 111 WIN IIIIIIIIIIIIIIIIIiII � o 0 21- PA a; r, �I ;,: �.WA �' �' C .•i♦.pial a •.. .t-. � OY�L _ Y00� �.�� r�.:���O�O�a.�O���o�� � ���u-Z'��_� �_ � t a ,� ♦�l 1, '"_ I /iii P'i•n 'n%s:��Bf �i""�i' I �'+�i�.v„ r�i�i <<i� 2"r. .'lt .:o, ::r�ii;�l�il Iw�����"'v`•.` _ m p� ♦ v. . •��4 ( a'•f^. �!♦� • �� •r, 2"4, r4,"li •';,: • , "t4��9v��9+�����-0+v�4:��, :2"p$?2":•i �+r'^ri'.>iry.!rii ���.: ii•• .[ry�$rrl \�4S�q������o �:���Oj::��•.. �A".��..L•.. :��:I� O' �. •••..all � �. •ria}iii�ri�i�ri� ��P?���Q�.4"♦ .�_: v.��.: l i2Ui�i(...;L.. ^...r .2"l a. (.�rni.�af4. .. J �1 � � � , ��`` ►9.0 ��^'•' � �11G �Illm � ,. .x2" . _. � ���_ , .� e e :. � ,OO`IO • . III V!Illllj�ilu � . ��♦♦v♦�..♦♦. 5 0 .: �p♦;�.ii♦j♦j♦�♦j�♦iyl ■ ■■■■.�...� * \ I �ilQlllllll� :;ii♦i♦i0♦ii♦.�•s0♦♦♦ ��['�iLL�i=....=le• I\ •..♦♦♦♦♦♦b !ai�.■i u•■ni.� •CI •� •• • ' I ' >�,!Ov � : e o - • ; .,,.�..�♦♦♦♦,,•;. �♦�1♦ ..:■ ■wore■ r; \ . •,•♦'♦♦�. 4t ' �,,.■ .■ n■Lr ■1 � � �•'` .t♦♦♦..o � •a:in�n�'' ,, �� �� T IIIA ( ► l� .,♦ ♦♦.♦. ICA ♦♦•}.♦♦♦♦ I, el A■.: A■ ■■ 1• 1-� . ♦ ♦ a. .•♦.♦•►•v•• I - 7 t ■ ■■• ,..a -pee E I�I Ilii, 1 �.'.�►��•i :.......,...;,♦: ;...•..;p. a......w.� • � If a ....._... � :e� _ � II,�III�IIIII�� III �...♦♦.;♦♦.♦♦♦♦• ,,.■■.- +ii'PiOi'"• 7a•. ren ue ® � 'iii ........... *01311 'raw Mae tit J� '�'♦�►�� °�. wry �,.. �����i�� > ���►1��� � !Ij�� �p�� ..- � I i III�IillliiiiNlI ♦♦♦A _ a � �.;� 4 111111 II''01�Iliii III '�II� •♦♦♦+`,� -.�' ei .v m. ill:+ . �O'�. �\� +if� �___ -�-1.11 '` l ♦♦ III IaT on..•" f• ir•s ♦ •• ma, (I �1.•.♦.?�1!.�►i./ �' �'.� ..11■1 �IIAN�IL®L.11�1.�I�!^',.�LI>III�1.®I�I �� '�_ __ s .� � �� •v�_uial awl ��!�\ ^ • � ou••••. uo•a■••� .u. ����`� c.. //�i. COUNTY CALCULATIONS TREE CANOPY (REQUIRED BY ZONING: A. REQUIRED: Acres Site Acreage: 2.370 Farmland Credit: 0.000 Recreational Credit 0.000 Open Space Credit 0.000 Public Land Credit 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 0.000 Preservation Credit 0.000 Agent Approved Credit 0.000 Basis for Canopy: 2.370 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for canopy 2.220 Min. Tree Canopy Requirement: 10% (see Sedan 32.7.9.9.b) Total: 0.222 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 0.000 Bonus Factor (per 32.7.9.9.d.2) 1.25 Total: 0.000 Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (Al): 0.222 Tree Canopy Preserved (B): 0.000 Additional Canopy Required: 0.222 Note: If Additional Canopy Required is negative than NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy is required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed) ADDITIONAL REQUIREMENTS: 5% of Paved Area: Paved Areas: 35,783 sf (0.82 Ac) Required: 1,789 sf (.04 Ac) / 50 sf = 36 Proposed: 29 Tress + 147 shrubs adjacent to trave"s and parking areas = 8,800 of street Trees: Frontage: 200' Required: 200 / 50 = 4 Proposed: 4 Screening: As Shown on plans via evergreen plantings. PLANT LIST (REQUIRED BY THE COUNTY) Label SdenfRcNanb _ iC TdT" ►ibM QurNitY CWPK� H$V t Root CCrrYTMrlta _ BB Amete mer - m B'A _._ Aut rm Branca ServiNte rrir 8 1 1.78-r+ 8-1a So iM strur* (3•b MrYa); d.n•a, unNomiWarrjft; taa!anin9 bell r T I� AS Arrelanehhr arbaw'AINm BriarlcY ! BMr LYlopa 2889 4" pot (1 pint) i Al plants fromonla wuros; NNN iy coler belrtead fart! it O.0 ----- -- - - - - - l I . liar Birch 6 2-2.8" 10.17 B88 Mul1-trutk (35 truAe); derv, unlortn hrarwiYnp; brartchlrlp bete et 4' BN B_aWlanlpra'FMMapa' Clump -_ l Y_-C-Q'Yp?III� }�P'Yoahlra' _ roarYno •IaPn•aa QYPbn_+Ma _40- r Rr tc prarw; aww fal�w atral{�L vYr«,tdr frxm 1a o.c J - - OR IGladtslatrl=III tosver. Ywev 'SWWW-_y9lyaraLown _._..- _.5 , 2.5.3" 12-14' -. BSB iArplentefromorlasotrachmAyodorbWrtcadfomtbnncM be0ed4' I FH Hod n heft 'Baeca' I eaaca B1pNh key 288 ? 2" pkpe 1 Al plants fromar s same; heathy color beish ad fort 10" G.C. .... __ _- _ _.... 18-24".{_. 3G_-rpweaformhaaMycolor;uironnbrancri,p;3'O.C. -. .. IC MKcormasCvlew' -._ �OrlasaHoaY((hknw) _. � 129 } I -_.. _ --_ _ _. ... _ KG kK Slot re'Denaa' Deny lnlbarty 143 t 18-24" I 3G -Drea toms haaaly calor; lrrMarmbrarrAYrtp, 3 OC 1 10 �Irr x Camser OYdeef Hoy_ 4 64Y BO 11I Fur b wall& denw talege strav P rrridal fano --- - - 7 40 . - 18.24" .-- 3 O Caress form had y aobr; urrlamites i rip TOC - I JC Ariparous chherela FeraonP Peraorys Arrklsr r --'--1 } 8-1111Y8-1111YBee �M11Ftrusc(3abu+e),drw.udr«mt.arrchYip brand+rgwomad _ LM_ , t..gersvwrrl. x,'Mrrt (fauw) ksrrr oep.nyros s 2-z6' RA Rerniesrlrnebpacvoklaa T•lawW Herrin Fourth Grew 84 -.-. r } 3 G Daresform heally odor, uNonnbra id l ;.TQC 1- ------ -- - - - - -- r ON n,� . PAM Oak 4 2-2.5 10-1r BaB ._ M!&trunk(3-strurie) dance udfarm_brancNrp - - --- 98 apt x bureltla Arrlhony WMrar' PAM Wow Bptoa - 1 3 t 18.24" I 3 G Mrea }arm harly oats; unrambraroh--- 3 OC - _ - - SEDI Rated 9� Sats -- Seed 1500 { Tel Fames (Alternative for SCD KM 2000 orf)) Steel 5550 Avon Gold Hard Feacua MN (Soppier 1.800.875.2151) I _ {AMC7letasaBm i 10 ` _ . - ITalFaecw._, I SCD �FauAr► 900 Sod 8000 Lp I Ltrrr� �yN �Ay� 1.762" 10.17 ,__. 858 M plant fromore saroa; heally Cabr; balncad fort branchFp begirt k 4' _.. CONSERVATION PLAN CHECKLIST (HANDBOOK PP 111.284 -111-297 FOR COMPLETE SPECIFICATIONS) 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDED DRIP LINE OF TREES TO BE SAVED); LOCATIONS AND TYPE OF PROTECTIVE FENCING; GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING; 2. MARKINGS: ALL TREES TO BE SAVED SWILL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARING VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE -CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SWILL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OR 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. S. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: 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 INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: 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 DETAIL SUBMITED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A TREE WELL 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. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. NOTE: IT IS THE DEVELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. !3 - 2voj6, OWNER'S SIGNATURE DATE CONTRACT PURCHASER SIGNATURE DATE TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 LIC. N0.35326 l0- j- 0,4 SCALE: I"= 20' ISSUED: 10-27-05 DRAWN BY: SWE REVISIONS: 1. 12-20-05, COJACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS M rlpMs r■►■rwd. No pelt d ee m■1•rh1 prolad■d by nth «orroM (phn►, Waaa, daaA7ns, aaaeons «dalar ex rvesel on areas plars) may to reprodueed, dwread or uftW in any brm or by wry mor, ahcao•c or madrnial. klckdM 0*1ocaPys9. oceorr 2"p, «b/ any drrr mor of nbim system wkhdA WAlen Pam hom Ton Conotpet, P.C. Also, #I*" Piers may not be sailpn■d b a third party w*W Mal wrebn aubareadon or Ton 0woapb, P.C. O TERM CONCEPTS, P.C. SHEET 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1" -CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILIAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2 -INCHES (7) IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36 -INCHES (36") IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1 -INCH (1") CALIPER OR LESS AND OTHER SELECTED UP TO 6 -INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST, ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. A GENERAL LANDSCAPE NOTES 10% 1. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ONSITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND / OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCURANCE. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR. 3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT / TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. B _� TREE PROTECTION NOTES 10% PLANTING SOIL MIX 1. THE LANDSCAPE CONTRACTOR SHALL FURINISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL SUBSTITUTES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SECTION 02923 OR BELOW FOR TOPSOIL REQUIREMENTS. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, SHRUBS, EVERGREENS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE SPECIFIED ON THE DRAW NGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT SITE) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS): 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER (AS RECOMMENDED IN SOIL REPORT) LIME (AS RECOMMENDED IN SOIL REPORT) C _� PLANTING SOIL MIX NOTES 10% GENERAL NOTES: 1, SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. S. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. t.r.."t_3 1. EXCAVATE ROOTBALL PR. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2J" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MUX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. S. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN - LANDSCAPE AREA TO A MININUM DEPTH OF 12"; TYP. SAME AS BELOW 12" MULCH LAYER (AS SPECIFIED FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEM NT EDGE OR BA K OF CUR --N IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER - BEGIN AT PIT LIMITS AND ADD NO MORE THAN 3" TAPERING � UP O VAT EE COLLAR. S NECESSARY AT OUTER PIT ENDGE RADE 12" FINISHED GRADE - PLANTING SOIL MIX SCARIFY BASE OF PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN IREMOVE AS NECESSARY) TO FACILITATE PROPER DRAINAGE D ROOTBALL PITS \ 10 SECTION NOTES FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TRENCH EDGE AROUND EN BEE AREA MULCHED RETURN EXCAVATED �p IL ON A SLOPE LIGHT NEEDED BRING COMPACT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE LA01 N.T.S. 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS e 10 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE ROOTBALL PIT DETAIL 10 G) TREE PLANTING 10 SECTION, PLAN NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS (1) STAKE & GUY PEP OPTION 1: VERTICAL STAKING (2) STAKES & GUYINC TREE. SET STAKES 1 AROUND THE TREE. 1 GUYING A MININUM C HEIGHT OF TREE AN[ THE LOWEST BRANC E TREE STAKING OPTIONS i0 % SECTION, PLAN 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED, 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. ROW SPACING FINISHED --J GRADE TREE (AS SPECIFIED ON DWGS.) LAYER TYP 1. (1) )ICA TA (1 STAKE OR 84 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE ATED SOIL PLANTINGS ONLY) 45e REFER TOS D ROOTBALL DETAIL 10 L-002 N.T.S. COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) (AS SPECIFIED ON DWGS.) r TREE WIRE STAKING ENLARGEMENT H _� MASS PLANTING AND STAKING ON SLOPE L-MSECTION N.T.S. 1 O N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. STAKES ON "HIGH" - SIDE OF TREE ONLY. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS e 10 �s ROOTBALL FINISHED GRADE REFER TO TREE - D FOOTBALL PIT DETAIL , COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA F _� TREE PLANTING ON SLOPES 10 % SECTION, PLAN 12" UNLESS OTHE NOTED CROWN BED TOP OF FOOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH ------� ° FINISHED GRADE . UNDISTURBED SUBGRADE CULTIVATE SOIL WITH ROTO -TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN TOP OF MIN. OF GRADE MULCH FINISHE 22 1/2 J u.DIRECTION l'-- Z PLAN S i LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE SECTION LA03 N.T.S. SPACING PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE -� L PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION I SHRUB PLANTING (SINGLE & DOUBLE ROWS) 10 SECTION, PLAN N 85 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-64% FAX 434-296-6497 1 afC. No. 35328 /o-Y-vy SCALE: AS SHOWN ISSUED: 10-27-05 DRAWN BY: SWE REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS All right$ reserved. No Pat or the material Protected by mla oomnahl (plana. WNS, desipna, teedorr a detsite oWessW on thaw plate) may W nproduoad, charged or umw in any f rm er by Wry mwa, 01OWMIC or n*&W*al, WUdkV Photeapykg, scanning. or by any other mwns of r@Wml ayatem witlwrn written permission from Two C 4wft, P.C. Also, thew plane may not be nsW W to a third paty wow Am wdlten author"tion of Tan Conapb. P.C. O TERRA CONCEPTS, P.C. SHEET OF 14 ROW SPACING AS SPECIFIED 0 0 O.C. a SPACING FOOTBALL ° r L BED~ L PLAN PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE -� L PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION I SHRUB PLANTING (SINGLE & DOUBLE ROWS) 10 SECTION, PLAN N 85 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-64% FAX 434-296-6497 1 afC. No. 35328 /o-Y-vy SCALE: AS SHOWN ISSUED: 10-27-05 DRAWN BY: SWE REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS All right$ reserved. No Pat or the material Protected by mla oomnahl (plana. WNS, desipna, teedorr a detsite oWessW on thaw plate) may W nproduoad, charged or umw in any f rm er by Wry mwa, 01OWMIC or n*&W*al, WUdkV Photeapykg, scanning. or by any other mwns of r@Wml ayatem witlwrn written permission from Two C 4wft, P.C. Also, thew plane may not be nsW W to a third paty wow Am wdlten author"tion of Tan Conapb. P.C. O TERRA CONCEPTS, P.C. SHEET OF 14 I� o ••p r� ,���i�i i�i��lr,r�� ������i� �����..� rfaanYl�-�IM'IYa► �ilar�r�rallaarar......,r ����i-Y.�.� �'�'� I��j� 1 � Aar \rI 1 13.1 1 t ii I u t •�a! t ♦ i � e�♦�` .� r 1 i � Yi� i 4l51 ! BLDG 2 E-4 11. •♦ '• 1 1 a ��.:•Ro�°4`rl Rj � r / . E � iii 41p 4.. '♦i 7 �.� ''�'•�> .S� �4C � II ♦ti 4i ♦'S'♦ � 4'♦ ♦ ?i ♦4if A :.S♦ pr � ! �C�4. ' ` .-0tt .4+. " • L . 1 ,>e,♦ � ♦i♦ ai .�.• .r�J�� ♦ �4 �� ri� �ki♦. i9'•♦i.��.<<iin'.�L1♦r,�♦iip �0q'r�0n �i �� .���������.,�� .,. �..., • . • 41 r I1 1 �,������rfY>S 1 I a fit• ti� � I C.� ,� ," � �� i IL 1 1 G-7 40' \ -P \ 8 rr� I b.�i • /� 2,4 3.4 12.9 - 2' 3.6 '2.5 .1 3:0 1 "2.4 3.9 2 - _ _ - 3.6 3.0 2 /" ` ', 3.1 / r 9.1 / %i 7� t,�_ "3 t " .4 4.7 + 1 �. 2.0 1 '$.3 2.4 4. 4.6 °S 12.3.0 '1.2 N.3 .3 \ - S 1 9.2 3 I � I 37 L -- - 1 - 1�14.3:7 9.2 ^I.7 .o f 0 8 1. ..9.51 - '1.2 i B 1 2. _ 4 7.6 __ - 3,,... -: A- 3 _- _ ..__ 3.7 'I.8 -_ 4 lay a.1 -11 `\ 2 .0 9.3 1 w*w-- -- -- /s � .0 3.s ).110.8 I .0 BLOCK WALL b.2 25 10.1 0 1 � b 3' � \ I cli 9 'Y.4 2. 4 JJ FA 4 I 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS. CONDUIT TO BE PROVIDED BY CONTRACTOR. 6. ALL STANDARD FINISHES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE DRAWINGS. 7. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A COMBINATION OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 8. ALL POLE -MOUNTED FIXTURES SHALL BE MOUNTED ON A 2 -FOOT (2') CONCRETE PARKING BUMPER. 9. ANY JUNCTION BOXES SHALL BE WATERPROOF. 10. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 11. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF ( Y2) FOOT-CANDLE UNLESS AUTHORIZED BY EITHER THE ZONING ADMINISTRATOR (OR HIS DESIGNEE), THE DEVELOPER OR HOME OWNER'S ASSOCIATION (HOA) IN WRITTING. IN MOST CASES, THE ZONING ADMINISTRATOR SHALL GOVERN. 12. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR HOUR BACKUP. CONTRACTORS SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS. A' GENERAL LIGHTING NOTES 11% 12 LUMINAIRE SCHEDULE LOCATIONS Description Symbol Avg Symbol Label city CaMbg Number DnOVO n Lamp FIM Lumens LLF Walt X Alm Y Z ARCHITECTURAL ARM- ONE 400 -WATT CLEAR 8195.3 7930.9 18.0 18.0 A 3 AS2 400M SR3 HS FF MOUNTEDD CUTOFF MOUNTED ME ED -28 METAL HALIDE, LTL11729.IES 34000 1.00 462 18.0 18.0 46.2 LUMINAIRE WITH SR3 HORIZONTAL POSITION. 8011.7 0.0 3 A 8331.7 8092.9 18.0 REFLECTOR, BLACK -51.8 0.0 8330.8 8093.8 0.0 4 E 8259.6 INTERNAL HOUSE SIDE 18.0 18.0 -51.8 0.0 8259.6 8168.8 0.0 5 SHIELD. 8341.0 8255.2 18.0 16.0 172.5 0.0 8341.0 AS2 400M SR4W ARCHITECTURAL ARM- ONE 400 -WATT CLEAR E 8208.3 8158.8 16.0 B 4 HIS MOUNTED CUTOFF 13T-28 METAL HALIDE, LTL12464.IES 32000 1.00 462 8253.0 16.0 18.0 LUMINAIRE WITH SR4W HORIZONTAL POSITION. 6425.5 6253.0 0.0 8 D 8121.0 6095.4 REFLECTOR, BLACK 15.0 216.8 0.0 6121.0 6095.4 0.0 9 E INTERNAL HOUSE SIDE 8079.4 18.0 18.0 -50.8 0.0 8190.6 8079.4 0.0 SHIELD. E 5205.1 8105.9 18.0 18.0 131.2 0.0 8205.1 ARCHITECTURAL ARM- ONE 400 -WATT CLEAR 11 A 8407.9 8167.7 C 1 A82 400M SR2 HS MOUNTED CUTOFF BT -28 METAL HALIDE, LTL12416.IE8 32000 1.00 462 8074.9 7978.8 18.0 LUMINAIRE WITH SR2 HORIZONTAL POSITION. 0.0 9075.8 7979.8 0.0 13 F 8125.7 REFLECTOR,BLACK 3.0 3.0 0.0 0.0 6125.7 8008.0 0.0 14 INTERNAL HOUSE SIDE 8151.3 7986.0 3.0 3.0 0.0 0.0 8151.3 7986.0 SHIELD. 15 F 8194.7 8035.6 3.0 3.0 0.0 0.0 ARCHITECTURAL ONE 100 -WATT CLEAR 0.0 16 F 8245.5 - D 1 WST loom WVT SCONCE WITH WIDE ED.17 METAL HALIDE, LTL11349.IES 8600 1.00 140 F 8267.2 8120.6 THROW DISTRIBUTION HORIZONTAL POSITION, 0.0 0.0 8267.2 8120.6 0.0 18 B WITH CLEAR, FLAT 8279.8 18.0 18.0 159.4 0.0 8297.8 6278.7 0.0 GLASS LENS. CLEAR F 8173.7 8012.0 3.0 3.0 41.2 0.0 8173.7 LAMP. 0.0 20 F 8148.5 8035.0 3.0 3.0 0.0 ARCHITECTURAL ONE 175 -WATT CLEAR 8035.0 0.0 21 F - E 5 WST 175M WT SCONCE WITH WIDE ED -17 METAL HALIDE, LTL11070.IES 12800 1.00 213 22 F 8353.1 THROW DISTRIBUTION HORIZONTAL POSITION. 3.0 0.0 0.0 6353.1 8210.6 0.0 23 WITH CLEAR, FLAT 8408.8 6218.9 3.0 3.0 0.0 0.0 8408.6 8218.9 GLASS LENS. CLEAR 24 S 8510.7 8252.1 18.0 18.0 -44.3 0.0 LAMP. 8252.9 0.0 25 A 8311.0 8214.9 16.0 18.0 8 IN ROUND BOLLARD 100 CLEAR METAL 8310.3 6214.0 0.0 26 • F 11 KBDB 100M LV OWS SBOLLARD WI LOUVERS HAL- STT 94033006.1" ON 1.00 125 0.0 ARCHITECTURAL ONE 100 -WATT CLEAR G 1 WST 100M FT SCONCE WITH ED -17 METAL HALIDE, LTL11346.IES 6800 1.00 110 FORWARD THROW HORIZONTAL POSITION. DISTRIBUTION WITH CLEAR, FLAT GLASS LENS. CLEAR LAMP. STATISTICS LOCATIONS Description Symbol Avg Mac Min MaxM9n AVWUM Cab Zone 81 + 2.1 fc 10.2 to 0.0 fe N / A N / A LUMINAIRE LOCATIONS No. Label X Loalbn Y Z MH OnisnWbn TV X Alm Y Z 1 B 8195.3 7930.9 18.0 18.0 45.0 0.0 8194.5 7931.7 0.0 2 B 8283.2 8010.9 18.0 18.0 46.2 0.0 8282.3 8011.7 0.0 3 A 8331.7 8092.9 18.0 18.0 -51.8 0.0 8330.8 8093.8 0.0 4 E 8259.6 8188.8 18.0 18.0 -51.8 0.0 8259.6 8168.8 0.0 5 E 8341.0 8255.2 18.0 16.0 172.5 0.0 8341.0 8255.2 0.0 6 E 8208.3 8158.8 16.0 18.0 218.2 0.0 8208.3 8158.6 0.0 7 G 8425.5 8253.0 16.0 18.0 82.3 0.0 6425.5 6253.0 0.0 8 D 8121.0 6095.4 18.0 15.0 216.8 0.0 6121.0 6095.4 0.0 9 E 8190.6 8079.4 18.0 18.0 -50.8 0.0 8190.6 8079.4 0.0 10 E 5205.1 8105.9 18.0 18.0 131.2 0.0 8205.1 6105.9 0.0 11 A 8407.9 8167.7 16.0 16.0 -26.2 0.0 8407.4 8168.7 0.0 12 C 8074.9 7978.8 18.0 18.0 45.8 0.0 9075.8 7979.8 0.0 13 F 8125.7 6008.0 3.0 3.0 0.0 0.0 6125.7 8008.0 0.0 14 F 8151.3 7986.0 3.0 3.0 0.0 0.0 8151.3 7986.0 0.0 15 F 8194.7 8035.6 3.0 3.0 0.0 0.0 8194.7 8035.8 0.0 16 F 8245.5 8094.9 3.0 3.0 92.8 0.0 8245.5 6094.9 0.0 17 F 8267.2 8120.6 3.0 3.0 0.0 0.0 8267.2 8120.6 0.0 18 B 8297.4 8279.8 18.0 18.0 159.4 0.0 8297.8 6278.7 0.0 19 F 8173.7 8012.0 3.0 3.0 41.2 0.0 8173.7 8012.0 0.0 20 F 8148.5 8035.0 3.0 3.0 0.0 0.0 8148.5 8035.0 0.0 21 F 6083.2 6053.0 3.0 3.0 0.0 0.0 8083.2 8053.0 0.0 22 F 8353.1 8210.6 3.0 3.0 0.0 0.0 6353.1 8210.6 0.0 23 F 8408.8 6218.9 3.0 3.0 0.0 0.0 8408.6 8218.9 0.0 24 S 8510.7 8252.1 18.0 18.0 -44.3 0.0 8309.9 8252.9 0.0 25 A 8311.0 8214.9 16.0 18.0 215.1 0.0 8310.3 6214.0 0.0 26 F 5283.4 6140.3 3.0 3.0 0.0 0.0 8283.4 8140.3 0.0 b.1 OFFLINE 4j b.1 .2 S21008121E /F 49.39' c0 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-64% FAX 434-2%-6497 SCALE: 1" = 201 ISSUED: 10-27-05 DRAWN BY: SWE REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS All nights maarvad. No Pat of the ma"I pmMotsd by tixs copyright (plans, ideas, design, actions or deMM sxpneaaed on tixw We) may be reproduced, anaVed or utilized In arty form or by any mean., electrwic or mechanical, including WwboopirN, scentlwq, or by any, otlar means of retrMvel system without Wtftn psmWbn from Terra Cwwwm, P.C. Also, than Plans may not be assigned to a third parry wfihout first wrNMn sumorltatlon of rem Cw"^ P.C. O TERRA CONCEPTS, P.C. SHEET OF 14 Cr1a,p Nlwnw C■ulop NurMl IA Li WXYJVIA "NAf7Z/VO rbg N-� I� L./77ff0/V/A L/ONTI/VO' IA L1fl5110ywA LJWW7WAr IA Ld77iWV ViA Alaw7wvAr -NI Nw-ar - N■Na Type - - Typ. - '�• F FEATURES & SPECIFICATIONS A.B.0 FEATURES &SPECIFICATIONS Noes 1 A,B,C FEATURES & SPECIFICATIONS D,E,G FEATURES & SPECIFiCATIONS COMMUOTpep Anohor !we nolee WTUX)ED UDE - Streets, walkways, parking Ids and wrwni Mees NTEMXD UDE- For NAd ng- and wap-mwtod applications. FBI ED YtE - Use for walewaM. PNzn or pedestrian ones Weldable -pride, hoaroNad, commrciN•puaYN Carhop steel tubing with CONSTRUCTMFa - Rugged. de -cast WMm CON6TRUCTION - Rugged, de -cast singe-pku ahlnnlinum heusirg with setpe-plata Mhousing DN- DaCMMIw Wdl-f%wftd Ligleleg COWTRECTION - Extruded, ors -place aluminum, 0.155 well thickness. AreNt"turol SWIsrck a Miinimum yield N w 55,000 psi (11-Dsupe), 50,000 psi (7•gse). Uniform nominal wall thickness of 116". Die-cast door Rome has Impact-reslstan, ArdlNaawW Ana 4, R, -1, LI*Mkq cast door Mame has a 11" thick tempered glees Nps. Door RMrs h holy Top ewer U IW and cast aluminum. When lowsm aro used, top Is KBD 8 eep is mgMs d .we,I2F or .100". Shaha w oma•pieca oath a longitudinal SSS tempered, glass lens (3116" thick). Dow frame, is fully gesketed with one- ��� garined with on"rece sued saicors. seeuad N houtlfs WM taw owes" AAsn scows. 47 onsi MNM electric naHullee wall. UrfkrrNy edfre in crop -racoon wall fart sills, piece bolder sacww and had tool -less entry and roseeNng. UI. PaMr MA FNM - Stamford Onsh is new Insured dark brans (DUST) corrosion- W standard. Closed -call EPOM goseedrg Is Included. small corner rade and excellent torsion. Available shah widths are 4', 5" SQUARE STRAIGHT STEEL DN7,6M. Cmde Patent No. 1M .Irf:: � rwistan Polyester powder *van, with other arclgpcaatl colon avWede.Standard FINISH - Standard nnsh is den Nome (DDB) polyester powder Anon, wish FMIMI - y-oppM andn Is dark D1ow (DOB) s WINOr powder, electro• and 5. OPTICAL SYSTEM - Segnndad roAecton for slgariw uniformity and 18ETAL �� stelcaayappNed and osso-cwed. Oaw etlbn wanoble p optlohe. archer bast 'r fabricated from hot-rofled Carbon seal plate Chet mora now mNtxfurm coon �va wo. T� ilAuoE contra. Reflectors aro IrUmhangeebla. Three M enoR cl o11x1Uotn 8 SOFT CORNER ROUND OPTIdL SYSTEM - Arodi2ed wgmemed reflectors for s4genw uniformity wdl"- FT (Forward throw), MD (mWknn *row) and WE (wide throw). SOW -175W DPW^ STUN - HydmWMW, flaw, anodized, aluhimm upper roflw- or Accede a mialrsem yield strength d 30,000 psi. The anchor base is and cAMrd. Reflectors stood with too -less fasteners end ors niforn la ZOWY, 250W, 320W, 350W, 400W FINDIPRESSUIRESON UIN for combined with spun aluminum, anodized, noted cow Is standard. High Pressure Sodium provided with Naiad holes Bora cover le finished to match pole. A G R IJrn aECTRIrA SYSTEM - SM-15OW talam a high resistance, Hpb power Cylindrical lower reflntors or cast•Nu indm lowers alp available M1tal Halide A h■nd1aN having nominal dimnebnc d S x S for ■N shorn. Included is Slid eaerchangs". Free Cudf disaiDubra wanoMg: Type It (roadway), 10' to 35' Mounting low blest. 35S Mims a reactance high power recta ballast. 175W Woes 35W150W Type rel (asymmetric), Type IV (forward anow), Type IV (rade, Forward d",A) a convent -wattage auotmsfwmer ballast. Onek cl w t Pkfg easily Una la one. seamlses 100% virgin aortic, Il4' wall, flush fldlnq. incandescent . p car pro edwithattachment pros. all Type V (symmetric square). discwasca reloctor from ballast Ballasts an capper-wou10 and low Bsslsbd, noted, - High expomdas m a loom aro steed. ELECTRICAL SYSTEM - Ballast is constant-watage audransformer bal. Top cap Provided with M dril4mowt Aube. fattay�texed. Porcelain madunl-bap sodxel with copper tlby, nidoal- ELECTIIICAL pYSTEY - FNgh Pure soden ear metal nallde ere dlph hrtwen an hgh-srerlpM p•N■n¢ed tint-get•d or Harmless steal. last standard. 200th, 32OW and 35OW reglva Super CWA Wse Stan ballast pk W screw atop and crear contact LX ested SOMI, 600V 4xV pulse read P!l monCamelot able actor . Evotd al co copper wound and lamed Noted for reN- (Mum order SCWA optiopi. All ballasts are mo rated on a rwnovwe payer spwONkaiyw NSTALLATMN - Umargal mo rthg mKhamun Vieth integral mm""g elle o t plug a d areac esfpwaMs ere o to moulsd aim 4dek•Mr lII vir - Dark bronze IDDBI patyerer powder annd■rd. Other architec- trey wish tool -less IMch and have positive lockkg dxwn pug. Ballasts su port •Lows Apra to range down. Bubble level provides correct eonseet pup end are sseeeNble Y rough bo tan d Dollard. 4l bral cobs aA nutfhMe copper -wound and 100% factory -tested. Porcelain, mogd-base socket EPA: 1.2RT tlynn vAtln won insaNauon Lsrgh 18.25 (It.?) Porcelain, wmcallY•odenad, medium -Dan pulse -rated poke[ with fMDYN0IM - And holder located immediately inside tar harMhoN rim a SUPPLIER: wish capper alloy, nckel-paved %row shell and caner contact. UL flatted. Longth 240 (71.0 cm) copper alloy, meld-pnM " and cereal conal provided well a 1/! - 13 otic ground look and nut. INmkMb, Concept l ave•, eW.SSe.3300 D LIDTNO - UL Listed Warlderal. CSA CarDled ($ee Oglons). Sulsde for wet Depth: 9.13 (23.A AlICNOR exp - Top protbn of melror boit a paMNzad per ASTM A. NnALLATION - Integral an for polo w wall mouMng Opawsl IrwNkgs WIAh 16.5 (41.g cm) NtTAL1ATI0M -Four 1(00 x 11' war double nun ear weeders, IeMDDed Put Mo REP: lagoons (arty location listed m lernlp eddedw). WLU option oRen OpreN Heyer 1.25 (10.41 153. Made d nal rod hrvbp a minimum Yield strength d M,000 Inti. at hlemeAn available. Depth 0.3 (21.0 and vat location listing in up orW&Won (sm Opd"). IP65 •ted Mr. Weight 30 Ds (13.6 epi npsrNSlyL 4-117" Dalt circle rnpfate included. LMTNG - UL Used (standard), UL used suitable for wet locations (parry Weight: 45 Am (20..4 NO) �- L LMTNO - UL Insd for wet locations. Urvid and labeled to comply with location listed m leo-up arenlMlon) Alldmenfbrw aro Inches (eer■Nrrrs)unMsolhxwpe ap•dfled. AN dnwwWn rs wcha•kenptrerl ueuAatlwrAp fp•tlAM. Cand1n 31■ndens lore m. ORDERING INFORMATION Example; WST 17iM FT 128 SF LPI DNAT � ' � ORDERING INFORMATION Example: SU 20 3C DMO BOB ORDERING INFORMATION Example: AS2 N M SRASC 121 SPA SF DFM LPI chow ail b*Mce me" mw drove mfr bin Nre your ream w w to it On ave Weight 25.1-X9 The (11.416.1 kpq aPRDE �. Carpe tar bedek N, rwmm imm that best eWb your reds and Chown the DaW«e =04 rewrrd"a the bear sift you ped, all one k on ne write h lo the •pproPrNb b4nk. appropriate les ser Accessories ea separate catalog nna«. Example: IOBDpMi Rf 128 SF DDB LM fff 1/ 4C DM19 EDBL A82 40M BR2 3,4W TO SPA PEi, HIS, LPI, DBL WST 100th 17eM WT T< P! LPI OBL! WBBlW ORDERING INFORMATION Gropea M Mldse oal■bY Imm�rldAAae Ylel Met wap W Vr mweda Amar wits, x on n appropriate eta Order mono" No eapeMe rablop number. Netetktet sheet PlelldrW shah Dna sad MountMt' OpaAm ferba YNaga MwNirn� -� OMFMs SNNs WNtagNfwrw DWMwINa Yaaepa Option IepM waR 1Maknwe ASt 111th 1!1 DPA Square pole rltolllailg (std) clipped bMNW ArUletsrN Gan' WST MNei XMNe FT Forward throw 1M Hopper bsteNed len FFM o WSTWG Was guard WppMlwpM AnMsrwal Calaea EIM YD htedurnl throw Lag• Y seq. fuss (120, 277, 34th, WSTYO VarMd guarmP KBOI loom LV TB tL76, DBL. LPI Ie, » - s teet (e.e e.Ct pop.) n 2- per~ UnAscdDmps dColorssMMis AY lI1M TMs RPA Ruud pus mounting IF S" has (120, 217, 347, Na TB) MnWl CetenrVe r- rtes b•ok peal T31 2.3A'O.D.I7 NPS1 YO wenawDamwr tWIaMa CNen ASE 321M a41t WRA Well bracket (up or down)' DF DaolN fuse (206. 240, MOV, Ne TB) DDB Dark brome Him (coned lamp std) 0th' OF Do ble Suadaotwal Coleco - 277 TP Temper Prod ON Denerome TM 2.71.0.D. W hit MPSI ModA Vlorbpnsl is 0110011 While WT Wide Grow 211 TO Double n11e ( ' 210V, Na frnYra TeMwed Calera e1 Wathea Ra9eetn Vekaea TW 3-1K O.D.IT rFSI lncbtll AxMnl AIR 3331' n7 A511flW Mas Mm adeptere PER NEMA twisLkek reeePlaeN only (aerweM IMM N7 TO a TBV) DDR1 Dark Drops (aid) Dtl tris ASt HIAA' 747 DIAD Decorarrve strNQx Mm (no phdocward) OWN NRhe IMM EC Enter y orcun (25W RtD1 Mf 600000 NPS SMasanl fNrM Ce- 1!1 akyaM krrMa tl lista Alalraplpal CNsn (powder anistl 75V /'O.D. O.IR MPSI FNsd Flocric OuNcl•p C�� 41p stgwe Ade only OR Enhanced corrosion resistance DK Black 17FA1 TRs msec 12 incandp%Mg OUT Sandstone m 7OW HIPS RD Type V doWbuSon RM IF Single 11w (120, 7n, 347V sumwwd Cable HANDHOL.E ORIENTA170N Drip Midge NecabM DMAT Netwtl tlunnum only, rot rvanobN VAth TBI DOt Dart bronze (standard) C CMI[ taBO Forum' Forton ski Outlet MY Modem bronze T63 OCl15t Decorative coved arm. QRS QuaeU roWRe System (250W TeaMrN GNrs TBW lamp imiudad) IM 10DW HIPS Opaenl gltelrbal 241 I•eselesncal DNA Natural TB square Ada curved inldrrllllm, lamp not m (250W D3PD Oar* WsgraHyp Rowe Seder DCI! FinlgMlcy circuit 12 wit DWXO WMa illi 150W FNS rrdW'M ni DF Double full (2M. 210 only, not OWN WMte AMM 2atilOr tapum V7 Coupling allanbun OSPI Light gray (35W M" included std.Y DBLB SlackLanewomIn war 101 XS finvolown, shield of m SRI SRIN1 Mi 71M 7WY MH' CVA Speeder AIuM 3414 DRLBlack DMYK 2silSVwdonaeide 34CProle Ma Coupling DM UMMone Distribution Ms DCMI Ema chcut 12 volt LPI UmD Included ss standard Nair. Aril hr a uniquedA' EC Emergency circuit DBLB Black mercy Iwai Ta,MwM CNars , CYt Beek Alrak p Cloak Calls 8 plugged 2NPxie r Theta g ppg Charcoal pr« Iplg 7K (AW lamp intlWsd) � IMM t00W MN DRi Segregated Type 11 matime Nor regwwr n Arse driving TP Tamper proof DWXOWhiU DOWN Bronze t CYO Gold Affair TO" 624 U- len a DUB Maden Drorn 0 I IYW tMM 2etgP I711IAr 1/ZThnadM Nipple Die Tanal•Orwn roadwayr m be Bled waw oraMNtg DCIVA S DWM Dark bronze 1N5 (10 N 1M � System gray lues, net score NSI Ovad Myst 2P pw ape u(IM CWA Noe Sar ballast WanU DfPD Dark CYf Rat dsok DMA Natural tlunnun tMM 3al90' 711/101• LlTwe■ded MppN OMI BnpAtreO SRI Segmented! T III plea. see ares below. LPI U included a standard 1i06 I not Irkluded) DAN Light gay UaVws 10 �* �n W DOC Charcoal g - 0pW Astra4MV 1M M- PThnandholeded Nipple gmn Type ss DIPS Gann arra � OyaeM dNpNt,6. DMV Seel blue asymmetric Example: SSAs4cDMeAf008 (,All Less lamp DDPC Dark red CA Enhanced corrosion DIPS Green W Cest-elwninum DOC Charcoal gray A AwbOHll MeeaY■p' "rte'" Fxtrslbndhde gAIY &pared wISC So T IV resistance Iowan FD Fetlonn outlet DTO Tennis pawn BMIS" tet90• 1Wh 9^anted Yale aadaAtllblpLrM SklppN Soplart • DOM Red DOING Dark red Hendh011 forward throw, sharp OMIM19 l a te degnea CRT Non -sock pndediw W Droundbons festoon outlet DtA 8 red IMiMI 2.710• cutoff PEI NEMA twiet-bU ff (120, 2nd, 21000) DER Rust OSPN Rust { 1 when 040th 2 r1M de...a caarmp (deck why) Aateasarba PC PolyCerposete Nnc DOB SWI blue DM2Mf 2aM' MEAN endo T IV wade, K3 NEMA twist -lock PE (34th L R: DfPN Red { t whn ollow this anon me,wnp .std wll m c. r For Me a• maker forward w OwM 2 a 90 dePw PE two (We Photoelectric BV)l w pMbeaanora Order w round's oaebp reanber. ICL Scribed Iden pale, follow IAN aarnpa OMia/T:o. The eomWnatbn rpdrp m sumsON46" 3N9O' Forward Throw PEI NEMA Nast -lock PE (ISO✓) laxnrellFn Cweeq a type (kit TBfTB1Oe wirlRg Rex Mafl-efaeld Nor r round' IT Diode Ilneandefcem oMyl area InlmmmeN. SAM Se T V 114Mp 3 ar te dpreea PEI NEMA twit -lock PE (277V) $WW Ea.Mp.3700 NO1TS IMIMf 4n90' Segmented Type WILD Wet bcatiw door for W SODS Den Drome CA Enhanced cwrosion 3 311• all A• tenon. aauWN on s• all d' enaM ory. square DMMf / r te deprw ASM Vandal fluted 1 1201 orientation SDWH White resistance d The drilling tempus, to be used for a panNWr Ianimine depends a S 3 r 120 PALM REP: on the hanimm, that N "at Rear a the Teahnlesl Dan Seemn IMPE fAl f OWALLATwM NUM: OWN pony) SC Snargn9 Lap fa PER e(xiw pet Haran 2 rnncmlt factory ase «AMebeily b Code. IRI Internet berktght ahiald' SORL Mack NOTIS: CDA Und and lob" b campy � d the O,adeer Mulder far Drilling Templates. . De all ,tett pop wilhom having armee b•ts" 3 OpaNpeNapba3w IlM.Ir 2e, 27M.OM, 2i1, DFL Diffusing tem 70NA Netutl nMninlm 7 Use eAAW lamp well meth fla■d• sources. war Gordan Standards (170. minas -pre C01 a A epslN NewNn and «I«Arien wpm erdwrq eptbn. F ,y= Wgra must be wtl when me" anchor 31N b Caracas NOTES: 4 Opt" PennWfbe1W (120. 2a, 2te. 271, ear: isa LR Lamp included (atq SDTG TMMs grow :Ion-re«wrw AyM•Me n tmV Dray. 2T, 31N oflly) aMw, W04.IM.33W Fer let 'e": apeeky tarn . a in far above b•e• of poet. pub. a wg pl etept Wim M pewee[ wMgAta 7 TES: s rm,duo•Cpckst Imp ED20. 71/10.1 ,� yRnp railew n Caw0a.175W instal Itllea any. ll1.P L -s lallap fDBA Bright red 3 Alek N a Aapaesd trademark d ALCOA. Epecoh, w ar a std for .7p . wp l" due m Niue b w factor pweepi 2 Corvus,redly forecka I ility h CArode. 5 M "at ame DF , Mo A 347V roar .'Aber h ear. SALES REP. For Md '� : us oay toolcmares from MndMN (A,a,C,D) . R removed om stall ANN, all p finish wrapbp mon M 2 ConsifmukyMp D•INa020. 204240. 2771/)(120.277, Ord«ps•peape eMabgtemMr. Only wAM•Da wad RPAcptbn. CU CSA Calmed SPMA Dark blue { Dptlawl mmM-aD bNNst(120,208. 2A0,277V). �6el� R•Mbrhe NandlrW Odenaenon Nprwn on MN papa. remould NmedNW/a Pr«eM gnNh dAmpe. 7V mCnxNu=f 6 bar be ordered with fuaur creat be add Needed, a Horltomal soon is tf. 24W O.D. tenon aromatic. -Uouc a is net reponsWaM we toundaem design. NtmMro/flxe,xes 7 Nix avail" worn m•ounaanw 0i dNbW-n fiaNN SaMFrely 3DPM Gray a Nor avaNAble with LV option. t Cembiasow N temp -all and drill mount nowt« erre h ilmle 4 Ntonaed in lora-up orientation, refuse N damp location listed. WDMW Swfaca-mourned back SIMB Yellow 7 Adres, architectural colon AwwN; w Arhhaau al Colon • s mesad moire Frear to be afar Ni beer N mean 5 ghippedeepenroly. Tenon 0 D One Two li TwueM• Throes120' ThimealI FoMI90• 1 Additional architectural colon woNANe: me box brochures sem no. 1fA3. 7 Additional oalon ewellable; eve AM,Maunl Colon brochure. lu■ <ostscx with buMedee. 6 h4•y be ordered•+ on escaesury. 2 -YT AST21-1111 AST24-RM Ma AST2a3E1 old via vmwAtlewaom fr eve irlaA•eal. fomrr, ft. 7s4k 7 Additional•rchkeauni corers available; eve 2.7/0' AST26191 AST26-2M AIT73.100 AST26.329 AST26-M AST2640 UT4 Upon 5 Wgrses rmle.w/ruN.emlm fvmonkdorwMion. 4' ASTII-191 AST16-M AST7D•2M AR36121 AST76-31,l A$7364N320 Oeldea Shpts i. AS2411 AL -130 OYIdw 31ra1 t WST-111111-11; EM -125 OsYoa lYeatB� l®DEf'm-I SLJO6 Outdo"SMaBE9: Pula -88S PL - N.T.S.IGHT FIXTURES 'A', 'B' & 'C' B LIGHT FIXTURES 'D', 'E' &)G) C LIGHT FIXTURE 'F' D POLE FOR LIGHT FIXTURES 'A', 'B' &)C) A N.T.S. 12 ,12 DETAIL N.T.S. 12 DETAIL N.T.S. DETAIL 12 DETAIL 461 Pr Grade at Bottom of WDII BOW = 478.00 �� For Erosion Protection 466 r I t 0 10 20 30 33 40 80 60 70 n e0 90 100 110 120 I I Station 1 Top SI, r 8 FT I Top SL a 10 FT I Top 2 SL st 16 FT I I SL a 6.6 FT I SL a 8 FT I SL a 12 FT 1 Raiaforci d Concrete Unril Boom 31}7{I; Ralnforced Conor ori UMsI Dow w/ 3000 psi Drain Pipe (/" to Match Black Fleight) •t,-Z:Zi °,. Filter Fabric concrete and two (2)4144 Bars, CDrtimican -1 3000 psi Concrete w/ two (2) #4 Bars, Cont(n w Rip Rap for SCOW ProtedYion, At Rag"Wed VDOT W. 57 Stora Storm Drain ®i®��®�;i®s�Illll�l■ �s�������®ems■ MME Min 1B" Bearing, Lsyslirg Pad 4" D° slatted Drain Pipe Rip Rap for Scour Protection Each Side of Pipe Art Bo"o n of Wee (see Dain Dltaip ELEVATION bETAIL AT SECTION DETAIL A WALL WITH PIPE PENETRATION SECTION A (Not to $COW) L.EBENC Rtlehwosd Oessic 8 [Adis (B" Haight x Ir Wkhh) L"Ithi Pad (MM. 6" Thick Stave or MM. r Leat Concrete) TOG Tap M Cap Lhdt TOW Tap of WON Mmkd n Cap Ildt) BOW Be! 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V J; v!!7 s♦sec♦1L♦x\•\• �\ bi,♦-'f\k `\��'\.1`r♦.♦S♦1♦.♦1 ..biA•'v v�' -y • : e 461 Pr Grade at Bottom of WDII BOW = 478.00 �� For Erosion Protection 466 r I t 0 10 20 30 33 40 80 60 70 n e0 90 100 110 120 I I Station 1 Top SI, r 8 FT I Top SL a 10 FT I Top 2 SL st 16 FT I I SL a 6.6 FT I SL a 8 FT I SL a 12 FT 1 Raiaforci d Concrete Unril Boom 31}7{I; Ralnforced Conor ori UMsI Dow w/ 3000 psi Drain Pipe (/" to Match Black Fleight) •t,-Z:Zi °,. Filter Fabric concrete and two (2)4144 Bars, CDrtimican -1 3000 psi Concrete w/ two (2) #4 Bars, Cont(n w Rip Rap for SCOW ProtedYion, At Rag"Wed VDOT W. 57 Stora Storm Drain ®i®��®�;i®s�Illll�l■ �s�������®ems■ MME Min 1B" Bearing, Lsyslirg Pad 4" D° slatted Drain Pipe Rip Rap for Scour Protection Each Side of Pipe Art Bo"o n of Wee (see Dain Dltaip ELEVATION bETAIL AT SECTION DETAIL A WALL WITH PIPE PENETRATION SECTION A (Not to $COW) L.EBENC O 4" Droll Pica ri RETAINING WALL B Stn. 0 to Stn. 120 Soil Benrinq Pressure = 2,000 r �i,p LTNdiiOi 0 MICHAEL R. CIRCE No. 021245 1 910 VC, 1(, 'A�S/ONAL Eh/ Ckoeo 5966 Buddand MIN Road Zginarphng, P.C. RoonWo, VkVWa 24019 y Phone: (61110) 366-2379 Faz: (640) 366-2379 Soak: Project No. I RW -180 FOR COMPLETE WALL PLANS, REFERENCE PLANS PREPARED BY CIRCEO GEOTECH, REVISED 8/4/06 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 LIC, No. 36326 /o -y-" SCALE: AS SHOWN ISSUED: 10-27-05 DRAWN BY: SWE REVISIONS: 1. 12-20-05, CO,/ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS A7 rights reserved. No part of the mobwtel PM*Cbd by aft copyright (blares. klw, d1Nps, sectiono or a.teM expressed con then Plane) may be roproaeg.d, dwged or uMWd In any form or by any r n6no elachcnb or mtUMfcfl, schudrg pMl000pykg, wmning, or by all conefir mows of nblaval System without written pastrami from Tam Concepts, P.C. Asp don plans may not be n@OW to a third party WNW first wntven aWnwdatlw of Tena Connote, P.C. O TERM CONCEPTS, P.C. SHEET Rtlehwosd Oessic 8 [Adis (B" Haight x Ir Wkhh) L"Ithi Pad (MM. 6" Thick Stave or MM. r Leat Concrete) TOG Tap M Cap Lhdt TOW Tap of WON Mmkd n Cap Ildt) BOW Be! INS M Wed (XrgkWft Embo&rAW) - 200 • w • S11 %mago 562W .. 350 - . SflWtappd S6350 O 4" Droll Pica ri RETAINING WALL B Stn. 0 to Stn. 120 Soil Benrinq Pressure = 2,000 r �i,p LTNdiiOi 0 MICHAEL R. CIRCE No. 021245 1 910 VC, 1(, 'A�S/ONAL Eh/ Ckoeo 5966 Buddand MIN Road Zginarphng, P.C. RoonWo, VkVWa 24019 y Phone: (61110) 366-2379 Faz: (640) 366-2379 Soak: Project No. I RW -180 FOR COMPLETE WALL PLANS, REFERENCE PLANS PREPARED BY CIRCEO GEOTECH, REVISED 8/4/06 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 LIC, No. 36326 /o -y-" SCALE: AS SHOWN ISSUED: 10-27-05 DRAWN BY: SWE REVISIONS: 1. 12-20-05, CO,/ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS A7 rights reserved. No part of the mobwtel PM*Cbd by aft copyright (blares. klw, d1Nps, sectiono or a.teM expressed con then Plane) may be roproaeg.d, dwged or uMWd In any form or by any r n6no elachcnb or mtUMfcfl, schudrg pMl000pykg, wmning, or by all conefir mows of nblaval System without written pastrami from Tam Concepts, P.C. Asp don plans may not be n@OW to a third party WNW first wntven aWnwdatlw of Tena Connote, P.C. O TERM CONCEPTS, P.C. SHEET - - - -_ 31 I I \ 508 v STAGE 1 CONSTRUCTION SE ENCE. 1. DEMOLISH CURB AND SIDEWALK AT ENTRANCE. S / \ \\\ / \ LIMITS OF - i /` 2. BEGIN CONSTRUCTION ENTRANCE GRADING AND SHEAR CUT FOR / - - _ �3'- / INSTALLATION - SEE TELEPHONE NOTE. p ` - RETAINING WALL DISTURBANCE-- - _ - - CONSTRUCTION _ _ _. \ 1_ // 3 SITE. SEE INITIAL LIMITS OF / � i // / INSTALL PERIMETER SILT FENCE. CLEAR AND GRUB PRIOR TO GRADING IN \ DA- D \ / q� / ` ` CLEARING AND RADI GACCESSWAY TO REAR F S II ! I ENTRANCE, LOCATE AND 27C v I SUBSEQUENTLY / / / ` I - - _ - ` / 4. INSTALL LARGE STORAGE PIPES AND END STRUCTURES RELOCATE EX. U.G. / \ - / 4� \ / \ I ELIOAK _ _- 27B \ v / // PROPOSED IN MAIN PARKING LOT. PLUG TEMPORARILY ALL \I TELEPHONE SERVICE \ OTHER OPENINGS TO SUBORDINATE CONNECTIONS AT RUNNING PARALLEL TO \ v \'� // / / THIS TIME. \ I �GREENBRIER DRIVE IN , \ y _ ELIOAK TAWS AREA -_ ^ STOCKPILE I / / \ ` \ rC \ / 5. COMPLETE FILL OPERATION ALONG ENTIRE EASTERN SIDE L� f� LIMITS / / / i > \ / - r OF SITE AND ADD DIVERSION OR DIVERSION DIKE AT TOP OF SLOPE - NOTE DIRECTION OF PARALLEL FLOW. IP / / �j�� :' /� / 6. INSTALL SEDIMENT BASINS. \ I q�� _ _ _ / / / I q I / - / \ // 7. INSTALL PIPE, STRUCTURES (END SECTIONS) IN SWALE '0U v \ u <\ / AND UP SLOPE TO BUILDING 3 LOADING AREA. I i 8. PERFORM FILL OVER NEW STORM PIPE AND STREAM. FILL 2 O i �'7C SLOPE UP TO ELEVATION 490.00. - -- - D ELIO / / / ( �I- �� \ II 9. INSTALL DI -1 OR DI -7 TOPS ON STRUCTURES. - \ \ PRE-DEVEI ENT / / LO / / / / -- \ / 10. MAT, SEED AND MULCH SLOPES (5) AND (8) TO BEGIN O _ = DA -2 \ DRAINAGE DIME O / / / i - \ / DI -7 TOPS SET IN SLI T STABILIZATION PROCESS. 0 - a / / / / AA 9 LOW AREAS WITH INLET RS 50 \ - 11 ❑ D PROTECTION SURROUNDS 11.FILL IN BALANCE OF SITE IN PARKING AREA WHILE PERFORMING CUT IN BUILDING FOOTPRINT ZONE. A I 12 I / \ \ 12. SECURE FLAT AREA FOR LAYDOWN,EQUIPMENT STORAGE,De-1 AND CONTRACTOR TRAILER IN PARKING LOT AREA. ADD \\ STONE AS SURFACE. 7 0 - v� STAGE 2 CONSTRUCTION SEQUENCE: / / / \ \ �� \ \ 13. BEGIN EXPORT OF EXCESS SOIL TO APPROVED LOCATION. 1 I SOILS DIVIDE - � - A \ / / / / I � I I � � \ - - _- 91 \ / / I I I / l �1l DIMENT TR� 3 - - " �-=� URBAN LAND o �- - - \ 14. COMPLETE ROUGH GRADING OF SITE AND EXPORT 1 SF \ \ / / II 1 \ 0.60 AC C PROGRAM. BEGIN RETAINING WALL INSTALLATION IN BOTH \IP V �� LUME: 45.00 CY AREAS. - D // / / 115 UME: A 45.00 CY \ 486.67' 15. DRESS ALL SLOPES ON SOUTH AND WEST SIDE OF SITE \ `�7 \ __ ..._ . - _ _- __ _ \ v / / \ \� 4� QO\ ABOVE WALL AND MAT, SEED AND STRAW TO BEGIN DD - - \ \ 4.0' STABILIZATION PROCESS. �4 STI -_ -- -- - _ -- -_ 18 - -- 3 � I / � / / I � 18 1 A9 \ _ / I O \ \ D \ / / DC 1 1 � I \ \ \ -� 18. ONCE WALLS ARE COMPLETE AND ROUGH GRADES ARE ESTABLISHED, INSTALL REMAINING STORM SEWER ON NORTH AND WEST SIDE OF SITE. ADD INLET PROTECTION \ - \ \ // / / 81 AT THESE LOCATIONS. am - - - - - _ / I l / \ \ \ \ \ \ 17. INSTALL ALL WATER, SEWER, GAS, ELECTRIC AND OTHER \ - - DV i - - _ 9 ` - - / l / I UTILITY MAINS AND SERVICE LATERALS. MARK ENDS WITH \ - i DV / A A \ \ WITNESS POSTS. DVS-rDV-y DV-DV-�- D 0�7- DC S DV --D ��D I DDI \ \\ T_ M3111 \ \ 18. ESTABLISH FINISH GRADES UNDER PARKING AND S S SgFr c�gF- - - SF 6 _. - - DD / I \ \ h \ - - _ _ p,.� INSTALL STONE ROAD STABLIZATION 71l=T^ � .. \ _ - SF SF_SF- - __. - � % � D�_D / I � OVER ALL AREAS, D Qp--DD---DD�� - D \ \ Y AND T E DRAIN CONNECTION PROPSED�F�+4F1_ 19 LACE R TQ EX O1 --BETV&E JOI+L - ^ / " - ~ - .s �� -- - 2EMPORAR PIPE ^ ^ �^ ^ :- - _ D�-O \ I \ T SEEDING GRADES IN P T_� - ^� --- - -` _-� - - - ANDEMI EMI -TRACTOR TRAILER LOADING BUILDINGS r 3 AND -- q -_ -^ - - - - - --LIMITS OF - -- - IDE - \ \ SEDIMENT -TRAP 2 L _ --.�� - - � WIE4t ALL DETAIL INSET. DISTURBANCE__ __ - � __ - - - - - -- - - -- -- - __ KNOCK-OU�IN LARGE • __ - �_ � ! I CONSTRUCTION OF BUILDING 3 TO BE FIRST. 480 STRUCTURE TO _- ��__ - I __ 9 480 - - - - CRY 00 C� - - -� SF �� - ACCOMMODATE: '� 6 �- -��• \ \ / 20. ONCE MOST PAD SITES ARE SEEDED AND MULCHED AND SEDIMEN 1 / -- ��� -__ _ __- ___ _ ___-_-_.__� _�- - =-- - - _ _- _- _- - WET -VOLUME: _ -_ 55.00IY \ - - _- -_. _ -- - - F \ \ \ MAJORITY OF PARKING AND TRAVELWAYS AREA UNDER RAINtGr EA: 0.57 AC / -- - - -- - _- - - WET ELEV 4�T.16 ��� 484 TP _- F STONE, REMOVE SMALL SECTIONS OF DIVERSION DIKES DRY E: 45.00 CY L'---- _fr00 - "'� �� --^ 1 - - ? \ \ ELIDE ONE AT A TIME TO PERMIT INSTALLATION OF ALL OTHER UME: 45.0911Y / - - TOTAL DEPTH: -'2$L _ - - � t DRAINAGE STRUCTURES AND PIPE. IMMEDIATELY W Ell 4". �'__ - \ - 480 �F� \ \ THEREAFTER REMOVE BALANCE OF DIVERSION DIKES AND 4t Ell x/88.00' -- _. c s � _L 7 \ �� / \ SF \ INSTALL CURB ON SOUTH AND EAST SIDE OF SITE. ADD bbbbbOT -_ _-- s2f ae�'f? `y AL DEPT'/ / 2.0' �\ T � ERMAANEI� INLET PROTECTION AT ALL INLETS. CONVERT TOPS OF /7 T \\ RI RUA \ \l /� INLETS MENTIONED IN N6 ABOVE TO FINAL STATUS. \ \ 48.38' STAGE 1 21. AS BUILDINGS ARE COMPLETED, INSTALL CURB, SIDEWALKS, ETC. IMMEDIATELY SURROUNDING THAT AREA T --- _ _ IIVSIT Ill B/M 508 ✓ /�/ / 502 \ _ _ - - - , -- - -- � \ ROCK C7 \ 13 _ ._ _ '-+ \ i WALL LIMITS OF DISTURBANCE ` IP U II \ 14 INSTALL TEMPORARY \ - / / I \ _' • . -- - / 4 / \� i \ \ \ / / CUT-OFF DITCH 5 13 2(1 IP \ \ 1 \ q / ✓ \ \ / / // 21 \ IP s p g�(� �3 MU TS \,x .. D BLDG r - _ i 18 a / O 1 - - `494 19 BLDG 2 RS o J49/16 WTI 46 --X00 - 16 DA -1 g DA -2 S3 O HEo ENCE° �$ 1 SC MEASURES WILL RE IN IN PLACE UNITL l \ MED STAB LIZIED / O / BY THE C UNTY INSPECTO / / / B / / v vv 15 21 v 19 / \ �/ BLOCK _ O WALL /� 4g2 � TS lam. � \ \ \ / // � / \ 1 W W W W W W 16 rt "" / 17 D/A.17 / I IPTic \\\ \ �\ \ \\\ \ \\\ a _ _ v ---- - �. I �I v v. A v S s 11,90 S -- --S . I I I i / ! I I � a \\ \ \ \ \, � 18 1A ! S \ A� / /4821l Ann -- 77 // a \ - -- - _ - - 488 - - _- - _ _ _�_ TO I i \ ��nftifC ^ ;5 _ r � -'�-.,- 1- LIMITS OF SILT FENCE TO - - - - - - - - - - DISTURBANCE 480 - - - 480 _ - - REMAIN INP_LA_CE__----------- - � / - _ -- -- -480 \ 6 -1 -AGE Z 10 10' 20' 40' G, NOTES: 9. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER EACH RAINFALL AND AT LEAST 15. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN 7 DAYS AFTER ONCE DAILY DURING PROLONGED RAINFALL. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE N AND MEN ICES WILL THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, WILL BE HALTED FOR LONGER THAN 30 DAYS SHALL. BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. CONSTRUCTED CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND ARDS ICA OF THE VIRGINIA EROSION AND 10. REFER TO THE ASSOCIATED EROSION 6 SEDIMENT CONTROL NARRATIVE FOR MORE DETAIL INSTRUCTIONS CONCERNING THIS 16. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. CONTROLGI UT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 00 00 EROSION AND SEDIMENT CONTROL )ND IONANDPRE-CONSTRUCTION EFFORT. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING THE 2. THE PLAN ANAPPROVING AUTHORITY MUST NOTIFIED ONE WEEK PRKN2 THE EK PRIOI CONFERENCE, ONE 11, ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN SUCH A MANNER AS TO NOT CONCLUSION OF CLEARING OPERATIONS. UNLESS OTHERWISE SPECIFIED, PERMANENT SEEDING WILL BE DONE WITH KENTUCKY K PRIOR WEEK THE COMMENCEMENT OF LAND DISTURBING AND O E AND ONE WEEK PRIOR FINAL INSPECTION. ALLOW ACCESS TO THE SITE. 31 FESCUE AND A NURSE CROP OF ANNUAL RYE (INCLUDING LIMING, MULCHING AND FERTILIZING AS REQUIRED) ACCORDING TO 3. ALL SI AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED CONTROLOR A13 A FIRST STEP IN CLEARING. 12. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO A PERMANENT STRUCTURE 17. E 6 S STD. AND SPEC. 3.32 OF THE 1992 EROSION AND SEDIMENT CONTROL HANDBOOK. 4. A COPY THE APPROVED A COP SEDIMENT AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. 18. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED ANDIOR THE ESC OFFICER APPROVES REMOVAL. 5. M TO COMMENCING LAND DISTURBING CATER ES IN AREAS OTHER THAN INDICATED ON TITHE PLANA (INCLUDING, BUT 13. A MINIMUM WATER TAP OF 1' MUST BE INSTALLED WITH A MINIMUM V BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE 19. SURFACE ROUGHENING (E&S STD. 6 SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES GREATER THAN 3:1. NOT LIMITED OFFSITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL A SUPPLEMENTARY EROSIONDING, WITH A DIAMETER OF 1.5 FOR ADEQUATE CONSTANT PRESSURE, WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE SEDIMENT BUILD-UP IN CULVERTS AND STORM PIPES SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION WHEN THE T CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM 20. SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. 8. THE CONTRACTOR CON TOR IS IB RESPONSIBLE FOREWANINSTALLATION OF ANY ADDITIONAL EROSION MEASURES NECESSARY TO PREVENT DRAINS, DITCHES OR WATER COURSES. 21. CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND SEDIMENT CONTROL MEASURES. EHE AND SEDIMENTATION E DETERMINED THE PLAN APPROVING AUTHORITY. 14• ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED UNTIL ALL DISTURBED CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO 7. ALL DISTURBED AREAS ARE TO DRAIN APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS EXITING THE CONSTRUCTION AREA ONTO PUBLIC OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. CLEAN ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 22. A CLEAN, MUD, AND DUST -FREE CONDITION AT ALL TIMES. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO ISSUANCE OF A GRADING PERMIT. AND PLACE LANDSCAPING AND GROUNDCOVER PER PLANS. INSTALL ASPHALT PAVING AS SOON AS POSSIBLE. 22. CONSULT REGULARLY WITH COUNTY EROSION CONTROL AGENT TO DETERMINE WHEN CERTAIN AREAS OF SITE QUALIFY AS "STABILIZED." DECOMMISSION ESBC MEASURES AS PERMITTED. ENSURE THAT ADEQUATE STABILIZATION PRIOR TO DEMOBILIZING SITE -WIDE IS ACCOMPLISHED. BASIC INFORMATION: FLUSH CLEAN COMPLETE STORM SYSTEM PRIOR TO ■ DEMOBILIZING AND FINAL INSPECTION. USE DUST CONTROL AS NECESSARY DURING B CONSTRUCTION. ALL SEEDING IS TEMPORARY UNLESS OTHERWISE NOTED ■ BELOW ON THE PLANS. LEGEND: ODUST CONTROL 3.39 VA E&SC STD. B/M SOIL STABILIZATION BLANKETS & MATTING 3.36 VA E&SC STD. CE TEMP. STONE CONSTRUCTION ENTRANCE 3.02 VA E&SC STD. CRS CONSTRUCTION ROAD STABILIZATION 3.03 VA E&SC STD. SF SILT FENCE 3.05 VA E&SC STD. IP STORM DRAIN INLET PROTECTION 3.07 VA E&SC STD. DD TEMPORARY DIVERSION DIKE 3.09 VA E&SC STD. ST TEMPORARY SEDIMENT TRAP 3.13 VA E&SC STD. OP OUTLET PROTECTION 3.18 VA E&SC STD. TSD TEMPORARY SLOPE DRAIN 3.15 VA E&SC STD. TO TOPSOILING 3.30 VA E&SC STD. PS PERMANENT SEEDING 3.32 VA E&SC STD. TS TEMPORARY SEEDING 3.31 VA E&SC STD. MU MULCHING 3.35 VA E&SC STD. 1"= 200' A P a C DESIGN ENVIRONS SITE FLOWE p BAKERY COMDIAL TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-64% FAX 434-296-6497 Man G. Franklin Ur. Mi 35326 SCALE: V = 20' ISSUED: 10-27-05 DRAWN BY: MEK/AGF REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS 8. 10-3-06, ESC NOTE / MYLARS All ftft M&Vod. No Dart d" h No I pmtede- by Nls copyright own, idea, d"", sections or details w prweW on those plons) may be noproducW, dwerl a utllzed in any form or by any means, *Mcft c or medwsci 1, h u0hq PhotocoPYaq, sannift or by my d w mane of retrteval system wwout wham p s in on ham Tem ConompN, P.C. Also, New plans may not be aoWV d to a third party wahad find wrNen wNahNbn of Terre Cormp s, P.C. 6 TERRA CONCEPTS, P.C. SHEET 61V OF 14 DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 70' MIN. 3" SM -2A ASPHALT TOP COURSE DIVERSION DITCH -' p SIDE ELEVATION EXISTING GROUND EXISTING PAVEMENT 8"VDOT021A AGGREGATE BASE 70' MIN. ASPHALT PAVED WASHRACK 10' MIN. I2% 12' MIN. EXISTING PAVEMENT ?% 2% DIVERSION DITCH MIN. POSITIVE DRAINAGE01 MIN — WIDTH AT DESIGN WATER TO SEDIMENT ELEVATION IS 4.0' TRAPPING DEVICE PLAN VIEW MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION SET 1Y" WATER HYDRANT WITH FROST PROOF HYDRANT 3' ABOVE GRADE AND 4' OFF EDGE OF PAVEMENT NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" SECTION A -A ALBEMARLE COUNTY CONSTRUCTION A� ENTRANCE 14 SECTION E-001 N.T.S. SOURCE: VA. DSVVC PLATE 3.09-1 Compacted SoU 18" min. 1 1 1 1 1 1 1 I! I!I!I!I!l- •--fes min.»I Source: Va. DSVVC A IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL SECTION A -A d FILTER CLOTH KEY IN a -P; RECOMMENDED FOR ENTIRE PERIMETER MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL U% - d SECTION A -A 7— FILTER CLOTH KEY IN 5"41"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, OASION BASKET, OR CONCRETE. 2. Ls IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.163 AND 3.164. 3. d • 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. BB1 PIPE OUTLET CONDITIONS 14.,/ SECTION \ • j• - • • •11111 LIT:Uiffi . • I I sa T. 364M FLOW �\ FLOW FLOW FLOW SEDIMENT -LADEN RUNOFF E TEMPORARY DIVERSION DIKE REQUIRED 14 SECTION E-005 N.T.S. „ " •: II: -IL -If -11-11:-11'-11'10 f 11HE =11=11:11:�1:11' b:ll�ll GROUND EC Plate 3.18-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Baniem for Sediment Control,VA. DSWC Sherwood and Wyant 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. e'MAX FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. IIII „ - �/ FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) N..T.B.T.S. 14 DETAIL PLATE 3.07-4 Source: Va. DSWC �I a.,n 11=II�?11= II. ` �If C 11' IF '11' 11' 11-11' 111 11 —II�II� LARGER PARTICLES SETTLE OUT THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. F EXCAVATED DROP INLET SEDIMENT TRAP i4 % SECTION TYPICAL PARABOLIC DIVERSION TYPICAL TRAPEZOIDAL DIVERSION 10%SETTLEMEM OA' FREE BOARD TYPICAL VEE -SHAPED DIVERSION G DIVERSIONS E-011 14 SECTION N.T.S. PLATE. 3.05.2 SOURCE: VA. DSWC; r PLATE. 3.13-2 ORIGINAL GROUND ELEV. 1.0 37 CU. YDJACRE VARIABLE 11 e7 CU. YDAACRE 4' MAK. (EXCAVATED) FILTER CLOTHORIGINAL GROUND ELEV. SEE PLATE 3.13-1 COARSE AGGREGATE CLASSIRIPRAP CROSS SECTION OF OUTLET LENGTH (IN FEET) 5 X DRAINAGE AREA (IN AC.) /DIVERS DIKE COARSE AGGREGATE r EXCAVATED FILTER CLOTH / �\ AREA ""COARSE AGGREGATE SHALL BE VDOT N3, e357 OR N5 OUTLET (PERSPECTIVE VIEW) D� TEMPORARY SEDIMENT TRAP N..T.B.T.S. 14 SECTION Plate 3.12-1 SOURCE: VA. DSWC E-050 N.T.B. ELEV. SEE PLATE 3.13.1 AD8 2A%t INV. IN 487.100 87 CU. YDIACRE 87 CU.YD/ACRE (EXCAVATED) 4' MAX. CLASS RIPRAP CROSS SECTION OF OUTLET CIASSIRIPRAP TH (IN FEET) 5 X DRAINAGE AREA (IN AC.) Ir _� E4H0 N.T.S. PLATE. 3.13-2 H I VARIABLE TO JUNCTION BOX AIV. OUT 406.W J S1(�� EXCAVATED / FILTER CLOTH AREA CLASS I RIPRAP COARSE AGGREGATE SHALL BE VDOT 03,0357 OR 05 OUTLET (PERSPECTIVE VIEW) H TEMPORARY SEDIMENT TRAP (ST #2 ONLY) \J4 SECTION E-040 N.TB. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-2%-6497 &Al��k�t�: Fra Wkb Lk. No. 35326 SCALE: AS SHOWN ISSUED: 10-27-05 DRAWN BY: SWE REVISIONS: 1. 12-20-05, CO./ACSA COMMENTS 2. 1-3-06, COUNTY COMMENTS 3. 1-17-06, ACSA COMMENTS 4 3-8-06, COUNTY COMMENTS 5. 4-18-06, ENGR. COMMENTS 6. 8-1-06, SITE PLAN AMENDMENT 7. 9-13-06, CO. COMMENTS A rights M"rV•d. NO part of the m•Mi•1 Prd•CMd by this copyright (Plans, ideas, des0s, sections or detela wposued on toss Plans) may be reproduced, dwVW or utilized In any form or by any mens, sl•Ctrwk or medurllal, WxWng photocopying, sannMq, or by any other mans of r&bW#A system without wdhen Parmlia n from Tena Compal, P.C. Aleo, these plena may not be a@WV*d to • third pony wthout first wrtten auMp7aton of Tem Conapla, P.C. O TERRA CONCEPTS, P.C.