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SDP198900062 Plan - Other (not approved) Final Site Plan and Comps. 1989-05-12
I. } . i i DRAVVING I j GENERAL mw G- I TITLE SHEET 6-2 ABBREVIATIONS C IV IL C - I SITE LAYOUT AND UTILITIES PLAN{ C-2 GRADING AND DRAINAGE PLAN+ C -3 EROSION AND SEDIMENT CONTROL PLAN C-4 RTE 742 PLAN AND PROFILE, OFFSITE WATER PLAN AND PROFILE+ C-5RTE 742 CROSS SECTIONS* ' C -6 SANITARY SEWER PLAN, PROFILES AND DETAILS* C-7 STORM DRAINAGE PROFILES AND DETAILS* C -8 ON-SITE WATER PROFILE AND MISCELLANEOUS DETAILS+ BORING LOGS B - I BORING LOGS B-2 BORING LOGS LANDSCAPE L _ I LANDSCAPE PLAN + ARCHITECTURAL A - i COMPOSITE FLOOR PLAN AND DETAILS rl A-2 FINISH SCHEDULE, FRAME TYPES AND DETAILS A-3 DOOR SCHEDULE AND DOOR TYPES • A-4 FLOOR PLAN - AREA A ` A-5 FLOOR PLAN - AREA B A-6 FLOOR PLAN - AREA C, ENLARGED TOILET PLANS, WINDOW TYPES AND DETAILS 1 A-7 ROOF PLAN, DETAILS ,AND SECTIONS A-8 BUILDING ELEVATIONS A-9 BUILDING ELEVATIONS AND BUILDING SECTIONS A-10 WALL SECTIONS AND DETAILS A-11 WALL SECTIONS AND DETAILS A-12 REFLECTED CEILING PLAN, SECTIONS AN A-13 CLASS ROOM PLANS AND ELEVATIONS, CHALKBOARD AND I TACKBOARD TYPES AND SECTIONS A-14 LIBRARY PLAN AND INTERIOR ELEVATIONS A-15 KITCHEN PLAN, SECTIONS AND DETAILS 4 STRUCTURAL { S-1 FOUNDATION PLAN - AREA A 'INEERS S-2 FOUNDATION PLAN - AREA B ARCHITECTS ------6- S-3 FOUNDATION PLAN - AREA C 5-4 ROOF FRAMING PLAN - AREA A - E -N P L A N N E PH"m""' S' S-5 ROOF FRAMING PLAN - AREA B - S-6 ROOF FRAMING PLAN -AREA G MECHAN ICAL R -A N 0 lKl VIRGINIA M - I LEGEND AND GENERAL NOTED 1 M-2 HVAC FLOOR" PLAN i- AREA A M-3 HVAC FLOOR PLAN - AREA B M-4 HVAC FLOOR PLAN - AREA C _ M-5 MECHANICAL ROOM PLAN, SECTIONS AND DETAILS M-6 SCHEDULES M-7 TEMPERATURE CONTROLSA E COMM., CT NUMBER 2 14A PLUMBING P - i COMPOSITE FLOOR PLAN - WATER P-2 COMPOSITE FLOOR PLAN - WASTE ' P- KITCHEN WATER, GAS AND WASTE PLUMBING DETAILS P-4 DETAILS .�APPRovALs . .., ELECTRICAL y TO RTE 20 TO CHARLOTTESVILLE E - I LEGEND AND GENERAL NOTES AND MISCELLANEOUS DETAILS CITY of cNARLoTTE.s V► L_L� t� E -2 LIGHTING PLAN - AREA A AVON SIRFFT E -3 LIGHTING PLAN - AREA B — DEPARTMENT OF PLANNING & E -4 LIGHTING PLAN - AREA C r, ZONING' R-1 ZONING: U 1)4 U ,T.ZONING: R-1 E -5 POWER AND SIGNAL PLAN - AREA A LAND USE: SINGLE LAND USE: CONTRACTORS /RESIDENTIAL LAND USE: VACANT OFFICE & EQUIPMENT �,\fCOMM NITY DEVELOPMEN E-6 POWER AND SIGNAL PLAN - AREA B CHARLES L OR DONNA M. STORAGE l9 -1 l f E - 7 POWER AND SIGNAL PLAN - AREA C HILL PARHAM coNSTRucTION co. E -8 PANELBOARD SCHEDULES F Y S Y R L I S ALBEMARLE C 0 U N T P U C C H 0 0 S ALBEMARLE c 0 U N T Y V'iR G IN IA 12 MAY 1989 HAYES SEAY MATTERN MATTERN lNcom"' PARCEL N0. 90-35_I ALBEMARLE• COUNTY PARCEL NO. 91-10�G,i�N�PlseLic scHooLs oDEPARTMENT OF ENGINEERING ZONING: R iLAND USE: VACANTf� ,�C SINGLE FAMILY �, CDR INENTIAL���j *FINAL SITE PLAN DRAWINGS CARL H. & ANNIE t wAY ''btu W DEPARTMENT OF ZONING M. KENNEDY uE5�R0 foo — / d PARCEL NO. 91-14 PARCEL NO. 91-13 / /COMM�L t'�E MARLS y • t' VA ZONING: R-1 COU � ATY x• � LAND USE: VACANT k - - tL Cou-F-6E SINGLE FAMILY RESIDENTIAL - �- n� DEPARTMENT OF INSPECTIONS{ ARUN D. do JANET Y. �`` • MARTIN FIRE OFFICIAL APPROVAL _ _ t PARCEL NO. 91-12 h SEALS ALBEMARLE COUNTY SERVICE AUTHORITY t i ALeEMARLI- �goNt�O, R I COUWTY SITEo� US 5 --� VIRGINIA DEPARTMENT OF HEALTH r� U 6, a RO eRT VAC 10 �' ' BARAL� 0/� ANT Cq �lNG: R- i,o�'� ��L, '9,pCn 4r ¢ PgA,C CgR�,OC Sf. VAC '1 p ,y'9p �� \ E� NO '91-16- tk � Y E E. R �vT qk iy ,�,s '�\ p ,c�9�'�r�' - pgj..r USli I i'�N I . } ,� . �- yro � tP $ A jL �( �'' p ¢ tF O(� -SFi �"' �- # 91-1,5 et No. ��F _ VIRGINIA DEPARTMENT OF TRANSPORTATION $ S G S' } L: r, o. -VI ` Q���//I/O ICATE No. /_S� ����ip �"►s. L,/ 1 1 iNP;' ,.'r•�'"t'k.'`.,. �n 3 �.�!.�•.J (�� iH'.,a}i4.Ly ,# I F 9 f fir,^ r. ik�° I'J89 ' t__ CS' CF` '�i� _ NOTES: t ` A, `r �r luiar%`' W" PLANNIt',IG DIVISIfN 1. THE BOARD OF ZONING APPEALS, ON DECEMBER 13,.. 1988, GRANTED A VARIANCE_, �, FS WHICH ALLOWS RELIEF FROM SECTION 4.12.6.6.2 OF THE ALBEMARLE COUNTY ->� t3 i ZONING ORDINANCE TO REDUCE THE NUMBER OF. OFF-STREET PARKING SPACES TO BE�7 = t' PROVIDED FOR A NEW ELEMENTFARY SCHOOL FROM 169 PARKING SPACES TO EIGHTY- ,'' , TAX MAP PARCEL NO. 91-13� FOUR (84) PARKING SPACES.rN Al- ( tt;. LAND ACQUIRED BY THE 2. SURVEY DATUM IS 0,12 FT HIGHER THAN USGS DATUM 1929. 1, �-' W. PICKELSIMER _ ALBEMARLE COUNTY PUBLIC SCHOOLS 3. BENCHMARK: TWO (2) PK NAIILS DRIVEN INTO VIRGINIA POWER POLE NO. CF 4-19 } � No9205 o FOR THE SOUTHSIDE ELEMENTARY SCHOOL GREENEELEV IAND BGALE,LO�TEQFNCHARLOTTESVILLEEAR EXST WATER TAYA�ON 20 MARCH 1BENCHMARK 98 BY ROUDABUSH, 7. 0 SCOTTSVILLE MAGISTERIAL DISTRICT 4. SURVEY AND TOPOGRAPHY WAS PROVIDED BY HAYES, SEAM, MATTERN AND MATTERN, F!lr�f:L Sri+.)ta i,�" ° Hrti.�'� ALBEMARLE COUNTY, VIRGINIA ARCHITECTS - ENGINEERS PLANNERS, ROANOKE, VA BETWEEN 31 ALlC_ AND ; 14 SEPT 1988. - , . ' -• ' a d' ; I I "A )'G /B,,! R V T- N "-AM PE R I'R �RME OF STRTEIAIGHWAY comp COMPOSITION, C�O,M,PRESSED CORC FS F T FOOT, MBH MBR MEMBER SD SEC I T E" WD' e% Rnb ING "MATER-Irl-Vt' bu� No�.TRRN�'S' A B 4NCHOk 8 0, L T;' CONDUCTOR, CONDU --CONN C ON N�E CT CONNECT.ION R FTG FOOTING FUR FURRED( ING) mcci MECH SECT. -,SFP RBOUT ABUT. _RRU TIN E N T CONST S CONT INUATION FURN F FUT ,FUTURE mi MEMB SH,SHT SHV SHEET TING NEW� DESCRIPTION ,PBV R b O V'E'., "ALIERNR CONTR CONTRACT., CONTRACTOR. 'F W MET. METAL S I M EARTH T I ING. CURRENT, RIK U N IT- COND I T I ONI ING COORD COORDINATE COP. COPPER G GAS I ROD MFR MGD SK SLIP SLOPE 0 C-RUS,HED STONE .":-AIR CONDITIONING At I: E INSTITUTE COR CORNER CORR CO GR GAGE , GRUGE L MH MID MANHOLE, MOUNT MIDDLE SMR SINT BUILDING AND PORCH OR STOOP .AC ID RCID-RESIS "ACMU 'M ACOUSTICAL CONCRETE RS ACCESS., COV COVEIR CP L CONDENSATE PUMP', GRLV GC G MIN misc SP AUTOMATIC FIRE SPR INKLER SUPPLY L - - - - - - - - - - - ONLY -0 E, I t�Acs A C 0 U S, T I C ACOUSTICAL _ACST I�R C , AC'OUS DISCHARGE. CONOENSRTE,PUMP CPT CARPET CR , HOT -CONDENSER WATER GCMU GLAZED CONCRETE MASONRY UN'IT GOR I GEN MK MM_ MO MRRK MILLIMETER SPO Sf EC SPMR k ANE ROOF 50.9E SPOT ELEVATION STEEL- A D' �.. ADD ROH S -,CSO CSLO CEILING STRIP LINE DIFFUSER CSLR CEILING STRIP GFCI D GFE M D GFECI GOVERNMENT FURNISHED EQUIPMENT, MON NP MPH D SPR SPRT SIPS CONTOUR NTERVAL P��ffl N UNITS� RDJ ADMIN C T CERAM CTR CENTER D GFM I'NISHEO MATERIAL MPR MPS SID SS SQUARE —35, BR A,E_� ABOVE FINISH FLOOR CTSK G I GALVANIZED IRON' MR SSD PocxxDoc<>oq 'PRECAST EXPOSED AGGR AGGREGATE, I I I CTWT GLASS MSL SSK �RGGREGATE ,CONCRETE AH A 1,R, --H cu CUBIC GNO GROUND MIT MOUNT SST AHR ANCHOR A I sc INSTITUTE OF aTEEL CULV CV CO GOVT GPH MTD MTG D G ST EAM, STEAM SUPPLY CONCRETE CURB AND GUTTER _,,_._AtlE�R_I'CAN STONE, C RL ALUMI.NUM CWB CAPILLARY WATER BARRIER D: DEP-TH'o BEGREE�OF,CURVE OIMME'R GPM GALLONS PER MINUTE GR GRADE MTR MTZ MOTOR STA STD PAVEMENT. R Z Z-10 A L T",,- SWITCH. ORRINLINE,:MOUNTEO IN DUCT GRAD NUL STER T AN.- AMMETER AMP RMPERAGE DO ORY-BIJL8.`OI.RECT BURIAL, BURIRL-CRBLE DIRECT GIRL GRILLE GIRT MWP IN NORTH STIF STIR.' R UNPRVED:�OR GRAVEL ROADWAY ,`ANS I ANDARDS AMERICAN NATIONAL ST RF RCCESSI�PRNEL NSTITUTE t. DBL DOUBLE Dg DIRECT CURRENT GSU GTV INA N 4 D STL STOR STEEL STORAGE GONCIZ915 WAI-Y- 0 V, P P ROOF DECK'- -AP PR APPROX APPROXIMATE -ARCH ' DEC /.DECIDUOUS DEFL DEFLECT* DEFLECTION GRRVEL NEC NEUT A STIR STRL mil j li �Z R r:E t, e 'DEG DEGREE OEM DEPR �GYP GYPSUM HO HUE�, AMP -TACV, HB, NIC NOM STRUC SUBSTR SUP SUPPLY FENC' ,RSB ASPHALT' .RSPH RSSY. DEPT DET OETRIL 'OF N HC HANDICAPPED 0 NPRN NRS NS S SURF SUSP S V S ... FINISH' WOOD AMER ICAN. SOCIETY FOR TESTING ,�.Asym HsYnMETR I CRL 0 T A S'� ILE AND MATERI'RLS DH DUCT, HEATER 01 DROP. INLET. DUCTILE IRON OIR HDR HAND�AIL HOW HARDWARE HARDWOOD NST N T 51 0 TO 0 SVCE sw SWBO PL PL PRO,PEIRTY LINE -P L Y W 0 0 0 ATS --AUTOI TRANSFER SWITCH RUTO RUTOMATIC OIAG RL:,��', 0 IFF DIFFUSER HGT HEIGHT H.1 D. HIGH7,. OR DIE OVERALL, OUTSIDE AIR SWGR SYMM ICAL BL �PLASTER -OR GWB AUX AUXILIARY- DIM. N HM HOLLOW METAL DO SYS SYSTEM CENTER AV AIR VEN D DIP.- D D I R DI HORIZ HORIZONTAL HP O.F. OPNG OUTSID E FACE T NT.TELEPHONE, I " BATT OR FORM INSULRTI,ON AwQ_' I 0 OS RMERi(ONWELOING SOCIETY 61 sc . CD DISCH DISCHARGE HPR H I P HIPS OPP OVHD T B T 4-G I , 'Alv 'N' AWW9 A A RKS ASSOCIATION DISP H PJ OZ OUNCE Rlp� PAP F t G B, �BRL BALANCE BB B&B DIV DIVISION _-D K DECK OL DMH HR, HOUR HRR PPLY HRS HEAT RECOVERY '�S Uf HTG P PH PB PC , ECE' TAF TIC TO TDC TURNED DOWN-C,URB . . ........... EAc Wc�Nf A FIELD SURVEkY,TRAVERSE POINT COMPRES-SIBLE FILLER 8 T T'B BOILER BLOW DOWN 8 C BOLT CIRCLE,.BOTTOM OF CURB BID BDL '%BUNDLE OML OEMOLITION.,DEMOLISH OMPR DAMPER ON DOWN D P DAMPRROOFING D R DOOR'. DRIVE HTR HERTER H V O 'UN I T HW HWL HIGH- PCC _PCP PCSP PD CURVE, PRECAST, CONCRETE SANDW' PR�S�URE DROP TEL TEMP TER TERM. TFE MPERED, TEMPORARY LENE 16 N tBBD _D E S. I GN'R T I10M, _E -T RE T,W EEN . BFD' 8' Of - LER I OS DOWNSPOUT, DRIP -STATION OUP D PL I CATE HWR HWS HOT WATER HEATING SUPPLY PIED PEJ AION JOINT TG THERM E SD SD s Y� m, L S ' DOVETAIL,' HYD PF PO THK THICK STORM DRAIN AND END WALL .0 BG BOTTOM GRILLE BH BASEBOARD HERTER. 0 VIL Ow OUMBARI ER HZ HERTZ PG THKNS .-BITUM BITUMINOUS DWD PH THR S SANITA SPRCE B. OR BL BUILD -I-N -DWEL DWELL LNG D INSD PI TKBD BLDG , B.UILDING DWG D R A W I N G I IN INCH P I V TOC W W BLK DWL DOWEL INCANDESCENT PL TOS LINE, 3 BLW BELOW"' 0 X, OUIPLEX', DIRECT EXPANSION INCL INCLUSIVE)� PLAM TOT TOTAL —,LAST TWO OLW FL 81EL E lNCR PLAS TR TOP REGISTER SL_ LFI' RST' D I GI T INDI I' Dj G I T S INDICATE BM BEAM, BENCH MARK BOT BOTTOM ER ERICH E.A.T. 'ENTERING AIR TEMPERATURE !No INDUCTION [NFL PLATF PLYWO TRRNSV TRTD G G GAS MAIN.,OR SERVICE LINE SPACE' FLOOR 'NUMBER -NUMBER BOT R E'6 BOTTOM REGISTER EAC E E H �ND INSTL PNL PANEL T S ST ST CONDENSATE RETURN ELEVRT I�ONS BP BASE.PLATE OR IBARE.,��OOT EF EFL� INSUL PINT POL PRINT( ED) TSLD T ' 3 T A T THERMOSTAT BRG BERRlNG ORK BRICK 6RKR BREAKER B RIK, T ':-,BRACKET EJ EL ELEC A ELEV INT INTMD INTR �INV PIP PR PRC PRESS provI/Illiz PoLle PAIR R TU TV TW TYP VALVE,_jN P IPE FITTINGS BOX, nANHOLE OR VAULT 'ELEVATION NUMBER 3. BRZ- -BRONZE BSMT Ell EMER EMERGENCY if R ISOLATOR PRI PRL PROV PRIMARY D UC UFD UH F I FHYD Yo FIRE H Y D R A N T -Al2 SHEE-T WHERE ELEVRTION� BT' --BENT BTU ENCL EN ENGR ENGINEER [SOL P.R.S. ULT S DRAWN`- BU B.0 I L T - ENT JB PSC UNIF BUR -BUILT-UP-ROOF(.ING) BW BOTH WAYS-'. ENTR E P ic JCT JUNCTION FSF PSI A UNO UPS POWER SUPPLY YHYD YHYD RANT C COURSE, COLD'ICIONDENSER WATER, EQL EQ :1 UAL 'JST JOIST PSIG QA UR URINAL W I N D 0 W 3 CONVECTOR EQPT, Q�U I P M E IN T J T JOINT PT U.S. \C 'CELSIUS ENO_t,TO END K P PTN UTIL 2.04 C TO C CER TE R TO CENTER EV KCP PVC V T5 q2o--, 't CO -3 C L, E,A N 0 U T LRSTjWO'.. CA COM i E W I ' KG VAC VA FIRST D,IGIT D I G IT S C &� cl --CURB GUTTER EWC E KO PVI A VAV OR, DI_GLlT_S--:_ CAB. jE . W T ENTERING WATER T KSF PVMT V B . TYPE DES I GNA`�H DOOR CRNTIL CAN EXC KSI KIPS. SQUARE INCH PVT VC F 0,R NUMBER CA P EXH U -PER KV KILOVOLT PWR QT POWER vo VEL D A DROPI� �INLET (CURB RND.GRATING TYPES) AL,O CB B CEILING DIFFUSER _C D MENT, CEM -C-ENT CE EXP EXPIN EX S I EXT X KVR KW KWH KILOWATT HOUR L I R R/W VENT VERT VEST 00 Fm_ 1 A C3 METER (GAS- OR WATER) CF; CFM CFS- CG CORN -ER GUARD, CHANGE OF GRADE CGRL . c H C ILLEO.OR HOT WRTER EXTIN EXTENSION F ION \ F IT,. F TO F FACE TO FACE FAB FABRICATE E LA L-IGHTNING ARRESTER 'LAO LABORATORY LAM L LAT L .'A T LEAVING AIR .TEMPERATURE LRV RA RAO RBR RCP RCPT RCVG RADIUS RUBBER ETE PIPE V I B VIN VOL vM VT VTR VIBLRAT ION VINYL VOLUME VINYL TILE UTILITY LIGHTING TDC POLE, GUY AND ACHOR 'SUPPLY, CHILLER CHRM CHAMFER CHBO CHEM CHEMICAL C' FABL FIRE ALARM BELL FC I FO - F QMPR M FON FOUNDAT . ION LB POUND LOG . LF AR FEET L I G LENGTH, LONG RD RDCR REC RECIR DISCHARGE REDUCER RECESS .,vWC __w W/ W/o WEST. WATT, -SRVICE WITH WIDE, WATER MAIN OR LINE TURNEP DOWN DB D8 -CURB AND LENGTH DETR I LS- S E G T IONS Cilis CHKR I FOR FEEDER LIQ LIQUID RECT NGULAR WR SHEET WHERE DETAlt CHR� FE LK�,l LOCKER RED WB 13 DRAWN., CHW CHILLED WATER, FEC FIRE'EXTINGUISHER CABINET LL REF REFERENCE wC C CIVIL CHINS �ES N LLH - L'ONG__LEG HORIZONTAL REFL D WD A� ARCHITECTURAL'. DETAIL, NUMBER CAST IRON FGL FIBERGLASS L L -V REFR WOO WINDOW 5 STRUCTURAL' IIC I P FH LOC LOCATE REHT REHEAT WFD P C -I RC CIRCUL,AR, CIRCUMFERENCE FHC S LONG. REINF M WG WATER- GAGE N.ING, ci NT FHYD LP' �L,OW POINT REM 'WH E ELECTRICAL CIRCUIT F IG. FIGURE LPR' REQD REQUIRED WHIR WATER HAMMER A M MECHANICAL H E E -T OR CL, CENTER LINE FIN. . LIPS RE51L RESILIENT wi WHEIRE, DE-TR_I,L','. CLG FL FLOOR FLASHING LR LONG.RRIDIUS REV WL Lt I E S P CLJ O 4o .' F�EX. FLEXIBLE LS L RF ROOF WP CLO -CLOSET CLOS -CLOSURE FLG FLANGE FLSH FLASHING L T LIGHT L T Q.; RFG ROOFING RFGT REFRI ERANT WPF WS CLP'R CALIPER CLR CLEAR FLUOR FOR. FUEL-OIL�RETURN LOW: VOLTA LV,. GE LVR� LOUVER' R EH RL ., ROOF EADER WST 'N r-- L WASTE C.O.G. CHANGE 0 F GRADE FOS . LW LONG WAY RM RNO ROOM ROUND) WTR WWF WATER RE -V I 5:I ONI D A7 E , BY� CM cm P FOV FUEL -OIL VENT.. FPM UTE LWC RETE, LWL 'LOW-WATER LINE. R 0. ROUGH,,OPENING XARM .:CO 'CMPSN COMPOSITION C CkEfE ',hAS ONRY UNITS :,CON FPRF �Fl REPROOF F R FRRME,�FROM L W .-T LEAVING WATER TE,MPERRTURE', M M CROPHONE 'JACK RP� IRS NS -PER MINUTE- XFR XFMR TRANSFER, TRANSFORMER,. DE,5T GNEID.- , e. ,qu CON , D , Ll , I T .CND FR BLW ROM O.ELOW-, MACH' VE ROUTIE, % YD YARD 'DR AWN > C IN 0 C,,T UCTNE COND FR I C,T FRICTION MAT MATERIAL. L RV T' -D.:VINYL TILE REINFORC� YHYD YARD:HYDRANT c H EZ K Eb QNDS� C6'NOEN�RT'E. RZR FREEZER MAX MAXIMUM SOUTH, SPEAKER, , V D 0T, -DEPtNPTMEN QF: C,O'* C ERNOUT', COUNTY, L WITC SUP LT_ S 11 f -COL L;ULUMN, COMB'. COM LIN SA SAN SUPPLY RI.R SANITARY s w m)�, $TORN� NA Wr,�TER 61-: M FE N �APP -ROVED. SCHEID SCHEDULE -T T E SUBMI ET PER MINUTE S `40 E S Hi ATTERW Comm 'E A N T F_� C -IT I,Nj�- ER 5 L'ANNER5 A N 0 K L) A S, I , z, . PK NAIL �It W- F'K NA(�. 1N G" CEDAR PK NAIL iN PK NAIL j,__-- .-~ _ ('o/I �P\l IN ER v - PK NAIL. �� PINEE IN 4 PINE C+ VV _ \ y �N `It W ' . IN 4 „' CEDAR ,.--�'--- � u `�, 7 1 �\ _'`� _� I 2 V\I T IR MXx; GI-4ECK VALVE C8,1 �Io) x x ` x \ Y I `\ AMD VAULT AWO VAULT C I 0 � r% _. `�� 12.301-7'54' 80 o2 53 ' � \ a � �, , '� � _ �7, 55 17704 1\S" i �\ �r � P ,V_. A17 7 21 ?- S S `� 14, dCo �` r i 4 � tT L C HiT A N�',T t T HT F3 L °-�� ` 1C.�'x 12(�G1� - - _ - -- (puW ° H T L� -- � r >"' AY Ei r* hdT S T� L.1 I7.I917 !(__��` Ia.3 - / I-1- T o x FjCRe ACCESS T I I,�7 X \,\ lC�•C� 7 , SGS � f " � 179aU7 �2?" ' 15.3 , PK NAIL., iN ��_ � :o r� a FV �i-a ��1x1�" X& TF✓E , / - I'S 12 5� x I0 �• 70} x 1 '� - -- -t- - - - - 10+74 194 R � y - � '- - -- -1 i � POST X � X x S" - x x - x - - 4" C 5 D A R '- .__.� 1 a x I D x I8 i" � � _ l� T I "' L_x '_--_- TACK \, _'P, .\ P K N A (L. ><-/X x P l< NAIL. _ V "I I IN POST ``11�IN G" PINE iN G Pi%aE, _ ' . 0 - �sVA L l� \ --- 7- F I I ,Cp�C �INc 8"��� PI I. -�(oT a2 SLC. PCNL I0+00 ,00�BL�\ POL 1G+G3,28 BL. 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TOMS \ . k I -� ,�,,11 I �:} s R -ri' N d 'f + 1✓' '' �C tt1 1 � CHA1N LiNK \� _ `n rn �� ► 'C'� : -, 0\j'T t ENCS. `'_ 2 �, \ r 1� P ; } 1 . - \ '.1 I I\/ D T I= �. cs t DO : I I I e _ �y 3 L o .:--::-:-::--:-` r::;:: s G' r� 1 I.. A• k . �\ \ Sr E SH C-4. I / . I . :::. `� 1 �U ( i 1`4t R Q V rE M N T`. :.�":,• • a ''.'. h �p(�- - • . Z), 4 \. WITH IN FZTE 74.2 Q t 1 1 :er :�k'::. '''(fir' v..__ :: t :::::::::::: r t- I� w . ,. :._.. 1 - - t.::': u� ,. _ I .� r -I I� .1. -�, tom: , q , STA 18 + £3 B tr B _ I ^g; r j� tJ _ � 5 , M - t� I �,1 m ( w I D C GAT -/ r6 � ?.,8 L ,6, jI 1 �+. 4 a 9 1. E\ -�� Gu'rl' \ / S TA ► 7 + 13 B L.._'B 2 E ` '. ,� '� "'=Ih' �N '� �;/ I i / '\ / I . I 24 1. L W l PA ©La C K 11 `` 9 /� j�j p ! �j " z i - fM1 ` ` ".'.r� t �� .7e - 14J -� - l , ~ - / / j 'S @ _-"� 1 G_1 `i•' 4 ( -BLB I �"if) "A ,:...... . \I: I I ...-..... / rl��r ,dry' ,. 1 +'S`�' �'•'::': C, �5 Cit a . /2U' j ! ", w ;G : 11 L• 1 -p, P - < �� C' G��4 t / / .1. G t 1 tl 0 I / Z�� I -1) I I C I ti.. t C) t� s.... � , i j �, _ r . `: '14 t� `� t N (n- }-�,� / / ttl STA t3 -f, C L. C5t �: ` 6�_ ra5�` � I pv / t , �. 1 C A R R O I_ L- R . � ,MYRTLE Ell 76 L :.41 �;_v �, Gam , STt�RMWATER x I ;: C� qr - " / DETENTION �, 1 i i' f . r �� N G� ( BASIN NO, p 7 o. ��� 4Ao 4 �!� fa t '' �i v\� . � �'' - I ar try / t. j �' " UE 1I I 11 `, i P y=1 G 1 � ` I . k ;a_0 a STA Iic5l- ,� Cr' 1 �2 A�`i.:-.--.1- : f�: �t I �+ 7 w -, 11-- ! / �E.� 12 I l _ , , CD t` _ --�' l t t - 20 C' `� P,`� 2 L_ STA I £s +q SLB - . - � t 189 ::':: 0 / i 9 6 - I- V 1 . . I �'_, . 1� . I . 1. ., 1. � \ i. 1 - 1. , t a . + : 1<; / I I . - -r - " `� i f 1 t ice" � I 1 T i fes: 1 ' .t r-(� NE . : cx r / ,I 11 .. 1. - . \l/ I • y` f I •lv i W LINE -.., :•• ,• _- _N w 1 . ....... : : '�. � O s• ! I 7 B 1 t C-� T' �•r::•' �/ VU t� E SEI lel : , 1 A P U A 6�• a , S -i AI 3 7 L I U L 7 B B �,r r•.. 1 US L. VI T I N • i•. I . U T �"Iu N (� A E R l 1 • D s W � r :�: c 1 t : ! • :,. . sI'll I N o rte I . . . . \ ,�. 4 � I� L� 1 .� I l G 1 _ 2 - . , - ` -".� - y�+ry `: w/ 5 I C ori•' A I` T K B` � G ' �. 2U I E M N , .. Y P $} R _ 4 'Gr t - O . _ ;. ( + I - - .,. -' SF-WF_Z ��SEM'r !JT L- C 'H G , : • , _ JC I (Ip~� $.1 m 33 1, ` B .. M,- � . -7.�, c�V4 i cD1 OFFSITEFFSITE L _ :: E O r +• P T I�+7 i� Q 'SANIrARY E - :M 8./\\ { .- . -• „_ ,•..,, - 1. .:.:.:' .. - � - !- 4 �9 t� 00 I _ T �;.. In 0 t .. _ xv ::::: 11 %�� 18 � R E :;q :;ACS : ... f.?►X? I U 4 iO ,30.27 C3( C3 :•;::•::::•::.. �, �� 1,IaL _ ► - SIDE YARD r e 4' -=- - _ 1._ - -- - a _ _� .! 7CT I,r CMCJ'' 11 a 1 m ! 1, ; - q .. t ,(� �', _ - A�t'� l N 47 30 36 W 10,,4.41 G X FENCE Q 4 a G �J -,_Pa.L B' GSNTPU t3 C � E?cST FENCE ., � ST F GAI3L �C r�� - - ( _ ± / ° - aces r�� e ,� R ROBERT T L E3A E I ARA C 1� 1 513 pi� - _ �rj . P . . �, A k- A 1 K i S T ), C t.� i• NNIS Rt : ENNEDY i_ L _ WATER `AND -K`SEWER �;: pcL%I Ca+UCa .L- A: NQT'.E _ i D, B. 8U7 PG • �� ? - ,, I , SEI~ S(�I C4 I=o.F� l-A`r OUi aP I I�PRUv� IYIENT TO VA RTC 744 AND OF�I='SITE WATER D. B 3 6 5 PG ! I c� GENERRL PLAN NOTES , Q P_ 1- 10+ c�� B L. B C) PCa'l- 15 47.4 S.1rC C F ?. SCC SH C2 F©R .1 I�YOUT U� pRAINAGk S l RUC t Q oil WH�1L., , T IzE, - - L- AN R1 1�R . �, ,� -F- �!-l�I� T t--� f�C?I2 E! E,OTr-zI�AI. rJEj1�I( . .: _ -, ��-->TCP�`f 4�)1 i R AY A 5 3 SEC SN G� FU OiJT OF QFF(TE 5 IT W I _ Cl(C.I�I 1" ��4�1I(�CTlC>N : i `Y'F'LCA!M l��( `: 1. Work shall be. subject to .inspection by Albemarle Co0nty Service Authority ^ _ / . . - Cpl t�Ii L1CaE-Iii r hI I�CT� '� 4;_ 1 11 . -. 4. SEC SH C 1=UR i"YPICAC- lSITk DETA.i a inspectors. The Contractor will be responsible for notifying the proper ,._ �,/ _ -5• /�L:,L,GURB F,ADi( A`IZE: 5 UINL..E�'S INlD1-CkT ,ID OTI- ER\NI15E 0I;2,*CT aUr•21AL CA�t_.�, .. w Service Authorit officials. at the start of work. "' o f t I . 11 yp. 1_: e C:H.ARLES lam, DONNA - �: ST•ATICDNHIyn IS'rQ 9L_ UNLESS tNDtCATE�[) IDTHEF,WISE Q _?0, ��� �,��+�-lam, CC�d`°'11�1�I�T� I�nru / " ,,. 14 " C U i t=2- I C, i -a, .._ 3 ._., r;., l c . >= iC? I� . !� G �? �/ I I��a 1 t Q .:'. a 1 �,�- 7. THE CUNTI,ACTUR SNAIL TF\KC GSR T© NqT (D(STURC3` ANY CUt\ITI~C>L - _ MNL 2. The "location:. of ext.stin utilities across or ;along :"he 1,.* ine,.of -the '.',: y� `b M.;``."HI i_._,L,..,, _ < Pavv `I� . UI -40L -cii �lp� S�l�'�Is>= �/li"t-! i�Ar� MTS j � � 8`i i�� � ��a� �i�''� Ct:?fiv'll'111���T� g p �1. P G� I N I: A: C <J N '► F L ;, P U I N `i" 115 D I S T,U 1 e D ' T E= Q O ISI T ACT ©R S'H A L �: �� �- r . d r re not necessaril shown on- the- fans~<>and` where :shown are :.::: \ - �H r R; 1 fi �Ah1 F� I Lit I � ,f I. E_-7 r"�, �L.��TralcA.� propose wok a Y p..:: e .11 00 -:. _ ti: NAYS IT: •RESAT B,_A SUR I rQr'. C�<ITI_KGi IN Tldl. C.oM1`/tUN W ��1L`C II rJF REVISION DATE DESCRIPTION SY APP a� only .approximately correct. Jhe Contractor" shat 1_:' on.,hi s own �.nitl ati ve r�ETA11.- . s , �i � locate all-.unaerground lanes and' structures as n "c"e'' r..y: Win,,. 8, /-',L.L- VVATL, K AND SAN I T(a, E�1V � R CONS RUCTION .S NAL L_ 'tar IN ACC URDAN IE _ o - ( THE AL(3 MA L- ' E - A l T �' 1 ;AL VV �. L Ia, 1041,1IT'A1_ T��,{t-.�I-�' i��C��'T`A,G�...� Sc? AMl�,"2�CO�Io1_7' DESIGNED�/yt� %?mow , ,�. Vv TH E R E COUNT Y � RVICE, UTHd I Y � N -t ATE N �I�V°/ �iR r . „ C I r" == I AT 12 CJ�7 r ,- nd s r . ': CUNST'RUC.T'I0N SP>~e I FICAT'IONS AN0 STANDA9-DS " A• t~`1t'? .li�i"fC0 1=_..,,.ISH WiT`H .,rZAC)� -I A �1 E F° 3.. ::All.,.mater:ia]s ; and corrstruction shall comply with Gener.,al, :Water, ,a,, ewe T 1 1 1 ( N �,. ._ L Construct"ion S ecificataons as ado ted b the Alb�marae ,County „'Service LC N)1T OF WQRK L: N E - _I "�X DRAWN _ . p Y �. , 9. TWO (ONE WA`( alC�h.� SHALL Q� PRU�IIDEID A� SPCC IF=II~I� AND �� r�� ��/ T� -. O v iJ H I A L� ... r 0 :- 983 ` as amended :February 21 1985. __. - --- - - - ---- = - . _-._.-. _ - iVI _ t� I;_N I t Authority on Janua ,y 2 �;,:1 ,. Y.,, ,,i. - r IS INDICATED . - h1_. 3 AR LE_/ 0NTY, , i & V I �, w,aT!ziR_ M � Tt= i2. V,6.Ij L ('l�.C3 V 1 Q �.D �� ,. i 11 .' " Ip.<CC�NTRACTCaR �HAi��. CUURpiI�1AT'E THEA, EL_EC•TRlC, AND TL�.PHUNiy Ic4>r�� C�a+�z`orz _�� r "7-"', P(��JCT NtJI iB(� 2-14 f�. '� 4I. ;A11 elevations -'are based on:U.S.C-. and G.S•:datum ' ___- . 11 I CHECKED i . •i" � ?, M t*-rt•� -42„ (j R I`..1(a I -I � rD ,& N O ; " , , - ; -.. - ° . � •. � � R v I C �. L. N � � U iV S T fZ I "CJ B Y U T N R V1l I T' N E-11 � �V c� C� K ��, - �, ..: , _ _ _ r .. - l ! /SLI I7 r _ +�:!r. t-. �f�t 1 c, '� -' l r -,. :: I. �.XIST`IN_� UTIL_17IFS ARC SHOWN BASED ON THE BESTAVAILA LE INFO Iti1ATIJ ��� APPROVED �� 5 The Contractor shall.,be res onsible for notif �n Al:ss' Ut�l�.t P Y.. 9 .,. n, y :.' (1- I Y _ B f� n N . - ; y ;� ,, y� f -� _ �_ " w; BUT ARE NOT GUARAN TEED, C.ONTRACTO SHALL.,, NOTIFY Mi�� UTI L tT'Y I �3UC) 552 7001 �Al � � 1 T � L1\Y Q l� A 7D UTA i � (I L,S ic'�.:`AN 800-55� 7001 y.. . <_: c T , i._1. PRI:OR T.Q l�1*�xI NN 1 NCS \NORK ANCD SH ALL VFRt FY THE. LOGATIC)N NO ; c, , ;� �l <, , , eY� v� 6e Al -1 water and ewer 1 i nes sh_al l ;have a ,three.; foot mi n.i.mum :cover over.. he° . t OF ALL ONDERCxR ' UTCI IT'I�,� _ � . :.. _ ', n ,..; _ , , �. = :,: co - y L �� f COMM. . centerline"of the.pi e. � ,., ". - ,. , 12 A(_1 RADII AND D(M�N.SIUN� ARS TO F�l� E F � URE3, C>R in ID�x�- O,tr P,�1iIEI�lIL�IT UV NEItZE ,� SCA E J ...�; . fry:. ,n '-.,...- ,` . . -'� S E MA H AYE A ► 3 ,� _>>;, _ , S R' ' ©u T I D >* 1= l).N A T I " � I = 4 N 0. -... _ _ " , � . _ l- URB, O U Q LUN L ,z' o1. _.,., P NN �, - ti _ _ �' `'s,,3- V �. ARCHITECTS ENGINEERS LA ERS THIvI� 1 NU G W(� - ,t - , , �, .�� - � D ET RO ,, ,�.. ..- � ,., -� J- A 0 G I N I A H V . ,: , _. , , SHEET E . -. __ _ , - - F , _ . . .. . _ . 7. , COUNTY .OF AI.BEMARLE ZL DEPARTMENT OF E NGINEERI1;iG r 1,,-z:. KI D T I- S , ; ' �• I SUi2VEY 0n\TUN1 IS 0,121 I-•ICCI1;--1ER TNAK USC -15 ZN 7 PRC)Vit)F. SNOULOCE-R 17R,6,1Q5 ALOWGi RTE 742 GENERAL CONSTRUCTION NOTES FOR SITE PLANS 6. All drainage inlets shall have a 2 -inch local depression, 1747UM OF IG29. (UP0TTO GO -1) a5 itil01CATE17 DN 541 C4, Revised: February. l4, 1989 7. Paved or rip -rap lined ditch may be required when in the I; . opinion of the Director of Engineering,"or his designee, • SES• Su CI FOR SITS,• LXYOUT AWO L)TILITIE•.• 1. The abbreviation Y.D.O.T. made hereafter refers to the it is deemed necessary in order to stabilize a drainage Virginia Department of Transportation. The term County channel. - refers to the County of Albemarle, Virginia. 8, All traffic control signs shall conform with the Virginia 3. 5� SH G4 F a C2 i til C' 12 o v 1�1 I� T S A� VSl 117 �, N l l•,1 C� C? F 1? T E 7q- 2 ' 2. Prior to commencement of any construction within any existing;:;' N�anual for Uniform Traffic Control Devices, latest edition. p'lic right-of-way, including connection to any existing f j'INE _�- 4. REMOVE AL1, 13A1213EG� �N112E. FE! -1C 5 �NIT�-1lt`J road, a permit for said. construction, shall be obtained from 9• Unless ot:�erwise noted all concrete pipe shall be reinforced MXT6 M I TW,& 1.11�lHT OF WORK. V,D.O.T. concrete pipe - Class III. I \ p� 7 -11 Q \ 10.. All excavation for under round - I �° r,: SE.� SN C7 FOR STOrZ M OrZ 1\IQ ( fZOF1 L E-5, - 3 _ All paving and drainage related materials and construction 9 pipe •installation must comply . \ 1 a \ `O methods shall conform to current specifications and standards with OSHA Standards for the Construction Industry (29 CFR ., O11 � V ess otherwise no ed. Part 2926). 1 \ S`' �, AL,L C'.AIN/s,CaE 5T IRUCTURE.5 SP,b,L:... CONFORM oz .D.O,T. un1 t 1 S `1'25' " Tt� �/ dT 5TAti1(�Al2D�a A1.1C7 ShE.GIFIC.ATIL)t�ISF 4. Erosion and siltation control measures shall be '1_, \ E- 553.78 provided in In addition to the aboVe notes, the following statement must be ` ��b , accordance with the approved erosion control plan and shall included on all site", plans which require v.D.O.T. approval. The be installed prior to any clearing, grading or other 'statement must be signed by the :developer of the property prior to �\ . / construction. tentative site plan sapproval, 1 11 �I l G \ \ \ - -_--- FEN C - 1 ' , LIMIT OF WORK L. I �J F_ . \\ 602 (� �,a 5. All slopes and disturbed areas are to be fertilized; seeded We the undersigned developer(s) understand that approval of \ \ J Goo - ) 1 I J and mulched. Maximum allowable fill or cut slope �s 2:1. this plan by the County of Albemarle does not necessarily _ \\ \ - 1598 - / / / -,Where reasonably obtainable lesser slopes of 4:1 or better indscate Virginia Department of Transportation\(VDOT) 11, \ are to be achieved. approval of the plan. Approval of the plan by the County \ _ 5qr i \ . 59¢-� _ _ does not in any way relieve me` of my responsibility in \ \ \11 592 0 / ' �" --_ obtaining final ivDOT approval prior to the issuance' of \ - - - - - - - -- -- --��' buildin is --- - / r �\ -- r _ ---- `�., g perms and/or certificates of occupancy. - - _� / I qU�p\ ---- ,4 55 51 .1 I20z. \ - ------------, -I _-- - -- - �\ I , e a 2 � ' DEV O .., :; ; - - I e EL PER DALE 5 g6 . rn - % .,:.*::`.* . . - .... __ , * , I "' * , " - I . 'I-,' / / , © . ": * , * * * - -I.- _J; �-.-' .1 .. - .'* i.*..*:.*:.*:.*:.,: - . \ ......... :::.�-.,.�..*.*.'.,..*.,..'.,..*.*..*.i:: .: (:� 0, C) 0 . I \ �, � I I , \ -'. -*... .... ... . A _53b � / / �0,�) �: ; I \ Z�s ;.-.*.,,.*.*.'.*.'.*.*..*.-*.*..,. . _______�' aot , '.-� �� ( C / �0 . /// 11 11 . � . . . 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Z �Ij � z� t ,f ' 4 ::t i t 1 a!� 1 fir:' 1 S l: AY P 3 V/ / -I P W - o R i ,n / * a / / FI / cel $ 3 O / -w• ! 2 - - y / / I I . /i o 1 a '_ T 2 . t -c i :. / / / / I I I I { \ e J tr o , I' U \ \ Z I / / I �V \ :... t� / 1 GB��. I o C� i F O / ° I- 1 I I 1 1 I a \ 1 G i , / / 1 F'A 0 r e \ \ / \ \/ I a / :, \ f 1:::: e I I sY� i 6 :a 0 C I a .. I f t_ . 1 I ,I; \ "\I �� �4U t , t , / iZ / / s L, : r , i l 13' a \ 1 9 ! F• h s� r 1 e , �. I o •'b o -�- ( I 1 lV fi • y ;. y. \ 3- : I \ \ a �3 . - \ \ .... .. ...... . .... . ... ............ : 4. 4 , - 1 7 j I ;. T t.. I-19? ;V .. I ._oll I I I r ��}(�a. 't I __ __ ,-, i i . - , - \ - - �J{�% :. -2 tom. I I �C8. 1 3 I'', \ 11, r :1' 4. L �• w 8 ` z i t _ .�a >z7 "� _iJ .b I ) 4 •a t � k - -- I - \ �/' 1 a G ,..... 'p S .{ \; t. �) j ..........:. l o ] w 1 - : .{ 1 t • •'. ,• •• 4 .. (•• �r y� z •.'{. , ! • I _ I S 'yam+ M � ••R,. .. • ...':a ....a S ..aa .. 1 - r1'' i% ; . ... .. .....:. _ .c- .. .. ..:. .... ....... ..... I , I . I -, 1 �4 \ \ I .., \ � N i2AIV0 . _ I~ ........ ... , ...: ... ...... ...... . } I I • e a ��,--a-_a-.-^!_tet - „ 11 ... O `STO T t.. .....:... / R 6 U 7 t $ \ I^ U d _Tr t : \ S Ca ICItAP L \ NK GSI t �.,11 ,..:.. ,, ;�N t1 a [? - CSL N i q �`� ;• �? g� rn 82, s IOYR, 1NSCL_ 23, ((� t '.. .. .� ,.., z, .. -�- : ��• CMP � / _ ^ i. / " \ (V • . ter, _.,,: . �- h - - �. O . O _ 7 O • :.: .. °tea 8 , ,_ 4 x ) I ) - I ;., ( $ / _ i aM ::... : „ e o ,I \ . \ - - zr O `C I i I \ \ \ I \\ fl O s "h . ............ .. , co e �, o ^� Q e e i? ; - I \ \ o Q:'R -n ' �-! s rrAA i• / V + s , is • c y P^ / v - . . '. 3.. ----- r I \ - I I/ -NG b : I., \, _{7 i ��•yy '(G 1 _ ,/ I - ____�, 'i ,r. ± - k 1-1 I 11 M A . , �: ., f. , ,, ,_j FE t,E N 4730 6 W OZ4.4, I/I �� 4. ; -m...,., _ ) ,,,, ., PP „ . I I "/ , ; . ., I '� I . . I , I I ) L.. FENCE A � ;'. . ' / - , (. I _ � / � �; . . i 1 I -�. a '\ /. " / i/ j / / � STRUCTURE''# � '' DESCRIPTION. I I { COUNTY .OF AI.BEMARLE ZL DEPARTMENT OF E NGINEERI1;iG r 1,,-z:. KI D T I- S , ; ' �• I SUi2VEY 0n\TUN1 IS 0,121 I-•ICCI1;--1ER TNAK USC -15 ZN 7 PRC)Vit)F. SNOULOCE-R 17R,6,1Q5 ALOWGi RTE 742 GENERAL CONSTRUCTION NOTES FOR SITE PLANS 6. All drainage inlets shall have a 2 -inch local depression, 1747UM OF IG29. (UP0TTO GO -1) a5 itil01CATE17 DN 541 C4, Revised: February. l4, 1989 7. Paved or rip -rap lined ditch may be required when in the I; . opinion of the Director of Engineering,"or his designee, • SES• Su CI FOR SITS,• LXYOUT AWO L)TILITIE•.• 1. The abbreviation Y.D.O.T. made hereafter refers to the it is deemed necessary in order to stabilize a drainage Virginia Department of Transportation. The term County channel. - refers to the County of Albemarle, Virginia. 8, All traffic control signs shall conform with the Virginia 3. 5� SH G4 F a C2 i til C' 12 o v 1�1 I� T S A� VSl 117 �, N l l•,1 C� C? F 1? T E 7q- 2 ' 2. Prior to commencement of any construction within any existing;:;' N�anual for Uniform Traffic Control Devices, latest edition. p'lic right-of-way, including connection to any existing f j'INE _�- 4. REMOVE AL1, 13A1213EG� �N112E. FE! -1C 5 �NIT�-1lt`J road, a permit for said. construction, shall be obtained from 9• Unless ot:�erwise noted all concrete pipe shall be reinforced MXT6 M I TW,& 1.11�lHT OF WORK. V,D.O.T. concrete pipe - Class III. I \ p� 7 -11 Q \ 10.. All excavation for under round - I �° r,: SE.� SN C7 FOR STOrZ M OrZ 1\IQ ( fZOF1 L E-5, - 3 _ All paving and drainage related materials and construction 9 pipe •installation must comply . \ 1 a \ `O methods shall conform to current specifications and standards with OSHA Standards for the Construction Industry (29 CFR ., O11 � V ess otherwise no ed. Part 2926). 1 \ S`' �, AL,L C'.AIN/s,CaE 5T IRUCTURE.5 SP,b,L:... CONFORM oz .D.O,T. un1 t 1 S `1'25' " Tt� �/ dT 5TAti1(�Al2D�a A1.1C7 ShE.GIFIC.ATIL)t�ISF 4. Erosion and siltation control measures shall be '1_, \ E- 553.78 provided in In addition to the aboVe notes, the following statement must be ` ��b , accordance with the approved erosion control plan and shall included on all site", plans which require v.D.O.T. approval. The be installed prior to any clearing, grading or other 'statement must be signed by the :developer of the property prior to �\ . / construction. tentative site plan sapproval, 1 11 �I l G \ \ \ - -_--- FEN C - 1 ' , LIMIT OF WORK L. I �J F_ . \\ 602 (� �,a 5. All slopes and disturbed areas are to be fertilized; seeded We the undersigned developer(s) understand that approval of \ \ J Goo - ) 1 I J and mulched. Maximum allowable fill or cut slope �s 2:1. this plan by the County of Albemarle does not necessarily _ \\ \ - 1598 - / / / -,Where reasonably obtainable lesser slopes of 4:1 or better indscate Virginia Department of Transportation\(VDOT) 11, \ are to be achieved. approval of the plan. Approval of the plan by the County \ _ 5qr i \ . 59¢-� _ _ does not in any way relieve me` of my responsibility in \ \ \11 592 0 / ' �" --_ obtaining final ivDOT approval prior to the issuance' of \ - - - - - - - -- -- --��' buildin is --- - / r �\ -- r _ ---- `�., g perms and/or certificates of occupancy. - - _� / I qU�p\ ---- ,4 55 51 .1 I20z. \ - ------------, -I _-- - -- - �\ I , e a 2 � ' DEV O .., :; ; - - I e EL PER DALE 5 g6 . rn - % .,:.*::`.* . . - .... __ , * , I "' * , " - I . 'I-,' / / , © . ": * , * * * - -I.- _J; �-.-' .1 .. - .'* i.*..*:.*:.*:.*:.,: - . \ ......... :::.�-.,.�..*.*.'.,..*.,..'.,..*.*..*.i:: .: (:� 0, C) 0 . I \ �, � I I , \ -'. -*... .... ... . A _53b � / / �0,�) �: ; I \ Z�s ;.-.*.,,.*.*.'.*.'.*.*..*.-*.*..,. . _______�' aot , '.-� �� ( C / �0 . /// 11 11 . � . . . 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". . - , . . . . - . \ \ -A I � I � 1_�, __�, 274 -) I r:`�/) \. I . I � , " i - � k__ i V -n - I I I k r ? \ \ w �. 2a LEyt. z. (� I �-- I ) A Y I N� I' I L. 0 a APR Iz o c H. C� , �. \ > \ i \ \ I1-1 I �` �l"y a c> \ 1 \ C1-11 ;t�lUr L \ 26 I ` \ \,\ \ 1 Z ,....• i�.3` a i '� l 1 ,• 3 , I � �t . � I I _\1 I . ...,: \:: ......... . - ), e I 0 . - . I I I � - / I I I I I O I I I3 t� 0N O 5 I \:. 'O _ I 5 �c: I 4 8 e I 1 I � �j r I c5 O t] f 1 \ q -�- 0 d 1. ffff 7 I V l � 1^ �� 1 I ' T S LO 1 ': 1 \ tt �( I \ I _ f ,! I 63 r, kJ 1 s t l (l! C\( s "� P r �\ e _ �r� �" v N 0 a L� , 5 r. i" S` I q • �. ,f,E � a 1 �• O I D \, ifs I --_ � I.il , t / Lis O - I A aq ,� / , / / h . -tip 0 o Y F L~ k 3 � V \. V 1I II �} i V S _ V r / f •�^..:.i S 9 I / / / i l �> 8 1 f•' ,n o fl i L 0 '1 S G C -�R E N �00 O / / / , M Y. Z �Ij � z� t ,f ' 4 ::t i t 1 a!� 1 fir:' 1 S l: AY P 3 V/ / -I P W - o R i ,n / * a / / FI / cel $ 3 O / -w• ! 2 - - y / / I I . /i o 1 a '_ T 2 . t -c i :. / / / / I I I I { \ e J tr o , I' U \ \ Z I / / I �V \ :... t� / 1 GB��. I o C� i F O / ° I- 1 I I 1 1 I a \ 1 G i , / / 1 F'A 0 r e \ \ / \ \/ I a / :, \ f 1:::: e I I sY� i 6 :a 0 C I a .. I f t_ . 1 I ,I; \ "\I �� �4U t , t , / iZ / / s L, : r , i l 13' a \ 1 9 ! F• h s� r 1 e , �. I o •'b o -�- ( I 1 lV fi • y ;. y. \ 3- : I \ \ a �3 . - \ \ .... .. ...... . .... . ... ............ : 4. 4 , - 1 7 j I ;. T t.. I-19? ;V .. I ._oll I I I r ��}(�a. 't I __ __ ,-, i i . - , - \ - - �J{�% :. -2 tom. I I �C8. 1 3 I'', \ 11, r :1' 4. L �• w 8 ` z i t _ .�a >z7 "� _iJ .b I ) 4 •a t � k - -- I - \ �/' 1 a G ,..... 'p S .{ \; t. �) j ..........:. l o ] w 1 - : .{ 1 t • •'. ,• •• 4 .. (•• �r y� z •.'{. , ! • I _ I S 'yam+ M � ••R,. .. • ...':a ....a S ..aa .. 1 - r1'' i% ; . ... .. .....:. _ .c- .. .. ..:. .... ....... ..... I , I . I -, 1 �4 \ \ I .., \ � N i2AIV0 . _ I~ ........ ... , ...: ... ...... ...... . } I I • e a ��,--a-_a-.-^!_tet - „ 11 ... O `STO T t.. .....:... / R 6 U 7 t $ \ I^ U d _Tr t : \ S Ca ICItAP L \ NK GSI t �.,11 ,..:.. ,, ;�N t1 a [? - CSL N i q �`� ;• �? g� rn 82, s IOYR, 1NSCL_ 23, ((� t '.. .. .� ,.., z, .. -�- : ��• CMP � / _ ^ i. / " \ (V • . ter, _.,,: . �- h - - �. O . O _ 7 O • :.: .. °tea 8 , ,_ 4 x ) I ) - I ;., ( $ / _ i aM ::... : „ e o ,I \ . \ - - zr O `C I i I \ \ \ I \\ fl O s "h . ............ .. , co e �, o ^� Q e e i? ; - I \ \ o Q:'R -n ' �-! s rrAA i• / V + s , is • c y P^ / v - . . '. 3.. ----- r I \ - I I/ -NG b : I., \, _{7 i ��•yy '(G 1 _ ,/ I - ____�, 'i ,r. ± - k 1-1 I 11 M A . , �: ., f. , ,, ,_j FE t,E N 4730 6 W OZ4.4, I/I �� 4. ; -m...,., _ ) ,,,, ., PP „ . I I "/ , ; . ., I '� I . . I , I I ) L.. FENCE A � ;'. . ' / - , (. I _ � / � �; . . i 1 I -�. a '\ /. " / i/ j / / � STRUCTURE''# � '' DESCRIPTION. LENtGTH NVERT IN INVERT OUT SLOPE REMARKS 1 Outlet Protection 110' 565.17 Match Exst See Profile See Section _ _ _. n Ground SHC7 1.. C7.5/C2 2 EW -1 -1 - 56.5.17 - For 18" RCP 3 18" RCP 68' 568.88 565.17 5.46 C III 4 DI -3B - L=10' 569,50 568.88 CZE 20 . 5 15" RCP a0' 570.80 569.50 2.60 CL = 6 . DI'. 1 ( 571.00 570.80 - See Detail C7.3i 12" RCP 25' 584.84 580.57 i'17.08% C L III C2 for Mod. 7 Outlet 10' 576.76 Match Exst. e e-Tro i e ee ect 7. Coup ing Protection Ground SH C7' C2 -- _` - 12" RCP 146 582.42 580.32 1.44% c L = #1. 8 EW -1 - 582.42 - 576`:76 - For 18" RCP i:' 1. 9 18" RCP 66' 578.30 1 576.76 2.33% cu 1a 10 DI -38. L=10' 579.50•^, 578.30 - 11 15"RCP 20' 580.20 579.50 3,50% C L UE - 12 DI -1 - - 580.20 580.20 - See Detail C7.3• Profile - C7.2/C2 C2 far Mod. 13 Rip Rap Swale 40'' 519:00 518.50 See Profile See Sec C7.1/C2 ES -1 _:, _ 565.32- s _ SH C7 29 14 : EW -1 - - !: 519.00 . - - .For 24:' CMP 15 24" CMP-. 501' 520,00 1` .519.00:; 2:00% _. - - �� 4AGE 16 - EW -11, 520.00 - . _ --_ 4:1 slope, ES -1 at both ends=-- 25' 571:0 ` 570.5 2.00% - 24'. pipe . M - -, -.. ,.. ,- . . I : l f F.1. . STRUCTURE # • `bESCRIPTION-�"` LENGTH INVERT IN INIVERT OUT SLOPE REMARKS 17 RipTa1. 'p;,Swale 726' 577.50 520.00 Varies See See Section, 'Profile _ _ _. n C7.1/C2 i' --SH-C7 .. -. :. , .-: , ... _ ., H .. :.... .. ... .- .. .... -18 EW -1 , _, - . -- 577.50 - _ 19 18" RCP . 65' 579.87 577.50 3.65% CZE 20 Precast Manhole - 580.57 579.87 - 4' 0 Precast 580.32 MH 21 12" RCP 25' 584.84 580.57 i'17.08% C L III 22 Transition - 584.84 - - From 10" RD Coup ing to 12" CMP 23 12" RCP 146 582.42 580.32 1.44% c L = 24 Precast Manhole - 582.87 582.42 - - 4'.Q Precast MH 25 12" RCP - 25' 584.00 582.87 .4.50% c L = 26 Transition"- 584.00. - - From 10" RD Coupling to 12" CMP 27 Grassed Swale . 560' 1 . 1520.00 Varies See See Sect. Profile - C7.2/C2 . C7 -28 ES -1 - _ 565.32- s _ 29 2" 1CMP 1 4 5', 569.,50 565:32 9.28% 1 i (o ca AG E I. 30 ES -1... . _ 569.50 -1 , 31 - - _r_ , 12" CMP "with_ _ - 1(o Ca AUE ES -1 at both ends=-- 25' 571:0 ` 570.5 2.00% _ _ ., : ,. :. , _. ,.: 11 I .. _ . _ - :i. , r' - - _ _ _. n .. -. :. , .-: , ... _ ., H .. :.... .. ... .- .. .... -V . - _ .. t Y ..:.: ...... r, .... ..... , ,. ., - . _ +,+% .. h,l ..r.. __._,). :..:....... .. .: ... ... ... .. _ � .. .,....s "t .._..:..- - -.r. ... .. .. e..r, ._w.v..._ .e,. .... _. ... .. -: ., ._.. ,. .. ., - ... .,. .. _ -.._ ... ,. Y�-„ „ ... _ .rd ..T .. ., .. _ - _. ... -.- _ .. _ .. __ .. - _ � a.. .. ,_ .. ,_ .. _ _ - _ ... %2"XTEIe to le z POSTS MIN, SIZF. 4" D�EWATEFZING ANTI-\/OR77-Y NOTES PLYWOOD OR F_QUIV/A1LE►4T OUTLET. QEVIGE $cgUAr\ oR 5 ROUND. t9 1. L�lN l i VORTEX DEVICE SHALL 67E. CONSTRUCTED SE.T AT LEAST 3i CRl=sT OF IN ACGOROAUCE WITH FLA.TE I.2G,j AUD TABLE INTO GROUNpII (l RISER _ 1 1 .2CDD OF THE VA FR051014 AND Sr=Z)1WZNT. II II I RISER CRSS - CONTROL Ht�NDBOOK. _ 1 II I I F-LE.VATION �t ! II I1 I it -O P 2. DEWATERING OUTLET SHALL SE CONSTRUCTED I 11 I I I SEDIMENT CLEANOUT IN ,4CCORDANCt? Vq)7T4 F_17HErt METHOD /A OR 5 ON PL/_',,7E 1.2Go OF THE VA S:FOSION AMC) g� SEDIMENT CONTROL },IANDi300K. AllPRINC1Pp,L. SPILLWAY 3 iNYErzT OF DEwa75wNG ou-fL6.-f yHAl,t. Q�6 ciAMS Ay �il;pIMEN?_ GLEA.NOVi Et,�VATI�N. Ioo I/4n STEEL FLATI- o SEDIMENT BASIN �3AFFLE C3.1 N 0 SCALE S 41'25' 2 D 1 \ E 553.78 ------.-_ SEDIMENT SAA51N RISEF DETAIL (C3.2 Basin No. Storage Volume I) Riser D Sediment Cleanout Elevation. Riser Crest Elevation Design High -Water Top of Embankment Remarks 1 108 CY 15" 573.15 574.15 574.95 577.15 Upon site stabiliza- tion remove riser, construct drainage structure #6,• and regrade top of berm. 2 108 CY 18" 581.33 582.33 582.98 585.33 Upon site stabiliza- tion remove riser, construct drainage structure #12, and regrade top of berm. 3 690 CY 24" 522.67 523.67 525.57 526.67. Emergency spillway _ crest elevation = 524..67. Upon site stabilization remove riser, construct drainage structure #14. C_' ENC I \, LIMIT OF WOF K LINE (1 i 5TORAGI✓ VOLUM5 19 MF�iUR-1p \ 02 goo ~ \1NVGIZI' Tn GR�,T 1 ) S98 _ _ / \--_--_- _ __ O - �--- -� \ �\ q,Z Oo - - - - -.- _ cry - --- - - - - - -- - - _ 1 '`` ' 1/ --J g0'oo ---- - - GXS`i Wo R �� 0 4 55 t 51 .� • 12c), DIS POWER POLE / o/ BM 50 O `i\ � 17 % --- -SCE 583 pg •q. � 1 �`-_ ..� .� \ �-�'yf, F R O V 1 D E 5 ' \INVI RT OF SWALE TO W 'STORM/\TER � `� ' ' 2! �I' \ \ r ` aOTTOWOF FENCE DETENTION I3A\S-IN it 'L Q \ZO ' (TY=. 50TH SW/�LES) 10 YR. \NS_L S61.01 zj� 570 PROVIDE WASH RACk, IN ACCORr,)A\ CG VNiTH PLATE 1,01 b- PRoV1i?E TEM(�O2ARY SWAT E- TO CAP -NY �\ ` � � I� \ GRf� I ___' � WAS" WATER To S t3 # I . �r PEN �� � � ,ti�Gi 7 .3 � \- EutzA�1rr 64 UT.r.ER. I� � 3 � � � ' �r � 19 C, WSTRL>CCTEO rtHE V/ASI-I / � \ I S�AC.I< SPALL. 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T_HIE SG:VIME1JT CO�JITR6L PLAKI SUA� c- C3* N r Xf�CUTEr2 Iltl wITI-1 THE r2TV I-0,2 60NMU6TI0N ROAD STMNUIZATION it BENCH MARKS V A, C 2 O S t o N A>~I S E P I ME W T C owrv2OC. REVISION DATE DESCRIPTION ( BY APR \So k 14AN0 r3 c)oK, ALL Or- THE SEPWEN'i" o CONTR-OL � t2crtcT S ALE IE CONST PE REV s�4k�T OF CITD.1.�r riTORM WATCIZ CONVEYAN �- C44A14N�L, . . ,- I, RtoL.i2oAt� e'Ptt<E. C>i�IVE14t 1wTo vEpco Pour-- XL.. 38 tS PLAri, � ��a �'�� �� DESIGNED N E- ID t?.6` + SE CSF Svc✓ PR09C-,Q.'T`( �7F �, STV. 1.08 , IP 6TORM DRAIN INLET PROTECTION a - 0_U 7H � 1 E7 ,-IN N7/ , ��. IC0�. 2, RA, ILR0/',p SPIKIE CDRIVEIN INTO VI~•PCO POLF YN-04. \ 2, TIT e5HEET15 ~:'ori. ERDStot,I � SC_pIMENT CO1`ITROL r , DRAWN R A L0Cp.TE.p I�IFA.R NW i`r 0Pr:-!✓ZTY COF<WE.R. ELF-\/. 59.3, �, \ �'\ ONLY, SEE SHEET' C2 IP -OR GRAti IW(S-t. � � �� f �� �- 7 �, �TD.1.2Co ti� TEMPORARY �EDIMFNT EA51N 1P, x t A � �" � CHECKED �� r'iC'C 1' ;fY N U M 2 • /`SCC THC CouTt2Ac.TaiL St-#ALk.. STr�cicntLtw -['ot'�Sott,. Ot�.l S►i"t✓. � y�' 0 1` " I \ THE Tar- 50tL. ST06KPIL.E SHALL t3t� SURROUKIOC-i5' AT �-- -,� T15N `FEAR WATER 9U;Z AGE 6LUVATION _. ^__ = I \ IT5 �A'SE F3Y A TEMrORAV-Y 5EQ1►v1 ENT rtAi?R1E R., ` _._ ,� ,. � APPROVED \ %, (w� (, oo.00) s7 E I? ( ! �; �� ` F Ip �\,/j E, H T t syr}: �� I �W 0 \ '� 51TE. IS 1 COIRVGR PASTURE, OUTSIDC E.X5T _ j 1 WvaDE O /ARE.AS, CoM Poo E Q G v 1 \ OF S4,o1A L.L TI?.E. E..S 1'�C�',�.Dc�I�llLA\NTc.Y RWES PRA(NA E t71 10 1- SUBMITTED SCALE i! i COMM. A t) C A HAYES SEAY, MATTERN & MATTERN i ^ 40 No. 44' �2- : pRO�iEG11oN ARCHITECTS - ENGINEERS - PLANNERS �. SET✓ SHEETS C Cfn FORSEI�I11r11✓I,jT G0%1`i1'RC>i. ROANOKE, VIRGINIA DATE I.Z MAY S9. 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R, ST lw 77' PEP ----------------- - - -------------- -4 yl STA 14 + 00 1579 0 5 q 0 R/W r5 x 15 T CG XST C- P STA ?7+90 i58D TA 23 + 0 0 7,0 S TA I + 570 rl W cn)(5 C L_ R'(w R,1W Exs-- a rl Ll &)<3T F -p R//w 5 T L\ 1'3+ 5 D EXST E X5 T R lw__ New R,0AI E E XS T E'. P IR, /W 7!!� x 5T C�C3 �;70 �D TA 21(o + r r?70 STP�. + 77 STA 13+00 STA 18+00 RYvy E �JT 15&0 F_ R /'w EX'51' eP-1-1 C Ll L/W 'F_ P 7 P,/.w PIZ w F_X�5T E P �--E_XST E�F) /W EX51 Ep----\ F7YST C -f R C p 77 570 b TA 2(o + Go Nor—_ - EX T C r ,gip STA 0 570 rz w -1 C IL, R /W 'c STA 1 +50- + r�t /'v\J r::,),/ST EP L_ s�-L--XGT Ep R/W F_ P i? Vii EX 51, F_ eX ST TEP 5x R 15T /W R/ow EX91 T E r-- — C L E 57 E 12/W 1590 PQ 570 580 �q4 SLTA + ;0 15TA I,;,) t 0.0 570_, 1580 /W �TA 1 +50 C R� F_X5 T P R/W -F A 1-7 n R�W EX511 Ll E XST C - 570 R/ \IV T E. r- C L_ R/w-- A. R 'w Ex e T c 1580 ST 11 +50 215 +00 1 1 R Gp__A_ C L. _STA /W -T 6 X5T E p I STA 21 '00 i 57U W /-eX5T IF -P FX�57 RIW RIW EXST E P__ C L_ E,)�S T E P Rjlw AS {lEW T R V — X5 C? ST I I + FIQ qR EP R w EK15-r Er-- 0 t- EXST C- P_�_ P 5)fl r _mp r�- /W _77 5 TA 24+50 I LA C) u T zo+ 570 vq m'l _P EX5T /'vv, Ai (P-5-67 f -'E -R A(EKCY C,0lVMaNTS ------------ MAkL R/ W C-,X T /-qXST RIW::-,- R E X'57 c t E X 5 T P Rj'W. Pp APP VI SI 0 REVISION DATE DESCRIPTIONBy R_/W EX5T Ff sw57- R w F-1 P - RIW DES IG N DESIGNED SOU TH 5 1 P. H 0 Cl L E7 E L EdA E�4 TA Ry 5 k) 10 c) EC' V DRAWN DRAWN 'Al Ix/v L B F IYI (� RLE COUNTY) VIR&INIA l✓X'3 -r C R _j / TY D \/Aft I \/A� 1 F_5 5 T R 10, 1 ► �ff CHECKED PROJECT NU(jBfE.K, 570 - 777 1570 APPROVED, L KJ r Cokj5-7 Ts) MEET E.W r.-, E�X5T t)R eW PVM T 10 JOHN R. HILUEBRAND 54 R T E 7,4 C Rd SS S F_.0 T 10 N'�) SH r -Z SUBMITTED Al S"TA I C) 8.5 . + T4 HAYESS/gERY. MATTE RN MRTTERN SCALE COMM. NO .................... ...... ARCHITECTS - ENGINEERS, - PLANNERS ROANOKE, VIRGINIA DATE I2 W1 Ay 811 SHF. -ET C,15 PL66RV REVISION 3/17/81 FR p 06C JA1283,C264 I I %%' , { X r.a PER MAQ�NT ACSA 5Ei< Su C I FOR ONSITE s, ►ta:" �Tl� t�� E SeWF- R E,A,SEMEUT SANITARY SEWER PL/'\N - J u - 1 W�IITE iJIiECTlON/aL STA I3+ait19�� MN Cv SBL° j _ } r0 V/-\RIa1z' �i*� STA 10+44 13L A MIN SH c¢�_- t STA itoo ARad 5 4 pOU�LE STRIPS YELLOW EXST' 4'.' SINGLI- TRIPZ WHITE { _. --- 3, �° C` i 2'i S_ 5 A,5P1-4ALT C©IQC pr 11/1 N- 4 t w F f�t� r f�1 s U r2 F1�c E � STA 13 +34 �45'L) y� P 0 L 1'5 47, q4 5L C FL SH i`�EDI JAN 131_ --'�"k TACK COAT STD C4G 'VPO'i CG-�, - .ouBL` STRIFE,YELLOW y fOO L 1 O+ O n (3 L I3 - p. PDL i D+oo 13L A �A rIUT C--'O� �'FZ "- - RESHA�'E SNOUL��rZ � -- L. PV "IT t/¢" �, O' DITCH ,6,S S P O w i�: o ht I N L_ --- - -x ---- ---- CRO SS SECT IUNS „ _ B ; / - - O _-- x O ----- --_ _ �! S I N G� STR } I T 4 X _t 4 \ i= XST P MT- go ' o Od�'p r P O,, tv1 i l t CREEK 1 �` t� ' A ,•: r <, 151 3' - l 0T f� ' ALL. FAV E M E N T PK NAIL ��" 5U13DlvisloN ' IS GMiP �� IN'EP COM FACTE.P� , c�� •� /,\ MARKING ERA:DiCl�TIQN \ .4,55 sui3Gf�Jat C CII �- 3 ASPHALT' C OKJC (3A5E: AND,• N,E\N PAVEMENT STRIP- - , ING IN VA -RTE X42 BY07HERS I23 17 54 f IP A N I t� H T \ PRiME COAT �' AC�C�I�tECa.ATE t%3AsG -T Cat! G ` N Q C�C� MADIEN_r SEWER BL c �J PI 1a+95.G3 BLrC x SEMENT 1.7, l ' � 1` � A ice, �:. 1 To r� E A C Q U 112 I- Q. W ,? EXST` MH - I 1 rpt c �o' rC Folp- AC -SA .�X �'= PAVEMENT NGS N MARKI (BY OTHER ....POL -STA ID+OD. \ , X TACK IN � � TYPICAL ,��.CTIC�N G� 4-- � �I�Al2r�1A�ir pca`r �TaCK IN POST RT'; 1742 AND SCNOCOL ENTRANCE C�RIV C�.-i wTfR .M �a� X -- RTF— 74/2- \/�l-IDENINC� G4- 1 N4 SCALE C 4 I A � NU �iG�LE PI 13+(,7,21 BLC POL 115+47.94 BLC _ PK NAIL STA i 2 + 4t� (i2`R) IN {�" PI 21 - 7 A P} \ r �S '�0 f Cf�te/�N i�lT AG`aA SEWER _ `1�sEME1UT 3 — Y`tLAtt`�a }- }- rn _ / \��i}+ li.1= i i r T �'1: D k - �O , 13. �0 I - p`RI�G4 }-�? 4 SINGS ,STRIPY WNirE - q SINGLE 13FZoK+ .il STR1P� WNITXS1`L fUNt1i2 RoutSD T �_ — i _ PK NAtt~ BL C G . ' X i > TE 1�D Rt �2Y CO faS'r H T ' IIV PAST - O �� t 1�IIN VJIaT} �Vi�IZ}i=�i� �1/IIN Ci + ,{ E ENT „ 3.�g� IoIT�W aT LEir T TURN: , o u EX-_�'- MH - { I-(nP CP sUICGT�P.G- DOUBtc. S RTP_' YELL COW \>�, �n " i9'oo - H T, as s5 i,AN>= j4 lilt v rr �(P__>._ p v MH -2- 9.31 WK NAIL D;7 f='TH — -,- ;, �/ q �� oou�LF 'S7FIFE Y�L.LOW � CSL C – 5F .STA 1 I -t• 3Ca � t�N4-"••GE.DARf\. - NSL PI [ 2+95.(S BL PT 11+4&04 BLC POL 10+00,00 F L,� �°�� '° f / '! The ,p�at�i© OFF SITE- ` 1,N1TAR\'� 5E:WER pL.4,�I f- N la c E XST C y:. a° t� �2, i ► p max. L /I/ a • pop !1 Li - � AC-) I�HAL-T I — AV G 4, -� h EMN.T 1IAtKIi S (BY OTHERS) � ll I '� -- j T :• rrl /% 1 Cri / r f —t f R T � , -7`4- 2. STA 2 f �- 4Q T"0 22 + 8Q G�Gl ----- �...,• r - ii �4 .45omaxt �+ `-�..; y• rYt1IGa 4Sa. �SV�( �1 �� ir% PACT1.• ._ � 1° NO SGA,L E. m t 1�.•: • '--\�•• PLUG •!.'• _ ALL ..� _. 1.... M � _ PAT C W _ . _ •I �y, � . �'�`�� �.T ��, EP' Mf��.4�1�� �R,�4i�IGATIQI� 2 1'%..}+1.��.}��'GIN t1 q Aga �':' CENTER MH OPCNLNG O,V,ER, -XST CL: }C) �,:. GEAR C�F?ERATOR i FXST CL Q CN 411 boUBLa �57R4P�-: Y�LL,OW t I LUSH 1.r1 blAN BENDSFO R ALL FOR TEE OR WYE FITTINGS i WIDEN TRENCH TO ACCOMMODATE STD MH F RAM E 1-. COVr.R 15 X70 fJ ANCHOR IF REQUIRED �� - a.' 3 `m,n. 4� rr=r: 4 ' vL)&-rU L_AT SLAB 4_II ITq - 3'm,n. - .� � m,n S,I NGL,C STRIP!= W N — — m,a I 2 rTr_ �;� PVMP t y Torte N►T C r - :-:- .,: ��: , I � •• �=•U DaT PRE AST r �` B 2 .EF\sa (, C3oG 4` c G ff ' .;a' I - _- _ HOUSE OPEhIiNG) . .:;."c;"a""i-BEDDING ���• — •:,:: �• . r `''�= AS REQUIRED PLUG n I '/ ^� C f ..•. 4 ° 7r .::.:;: ar 2Qt, �U T.� o PAVEM E MT MARKINGS B i OTHE KS ; S O 5 4e tr T o o , GEF�R RTE -7 42 -- STS 24 + 55 TO 25 + 45 - C:to.3 �-- r —i �— T - G� C p l✓ RATo R NO scAL.� ; SECTION 1 .. : _. SECTION 2- 5. _O r rao v g 1 4 .' lC`A,I.»'' FrSTTE. OFTAII S , DEGREE OF BEND PEND DIMENSIONS P fE-- ET _ V.OL CU YDS, TEA`S 4 P' L.:,UGS h= EF_T VOL CU YDS L- H T n L H T q0" 5.22 3,83 3,42 1.31 3,83 4,00 2.03 O.S2 45° 3,3-3 3,58 2,ti 0.4.3 22i/2� 2.33 2.58 f2, 8 0.24 1/4° 1.53 2.3 3 2, 84- 0.18 - sqo i I 0 �` 5t7 S�} ' 4IH (34 ASE „ _ I 590 19 t- s t eUl 1 2 r e �2� 5IkIN1 r i 7o, MEET E.X15 j 17'1.x-, --! '' ; .` 10, 87 GROUND RIP- RAP 0 T I_ r::� T - �. - - .__ � i �S � ��+_ 1 F.a �fer 1►i �! ,I+.[� al i��.4'� ` tr _ ... ...__—. - � �o 2411 CMP- 520-00 F a / � PROTECTI��N io' �8 I8" I�cI=', - S4 15 RC - _ _. G RkQ E.1-) 5' S+ + - C l.. iTI - C l.s SII I 1 Y 7 2) Co O C 12 C p 1 7. D a ' - ' 9 ` 6, - - _S AL " ' VERT i - t, -- - - -- 545 . iI� A CI ---- - - — ---- --- -- -- -- -- -- - - -- - __ . - -- - - - Z- _ . - _ - - -- _. _ — — - - - __ _. -------------- 13 3,q (D - -- ---- •' uv_ C L,. S S RI P- FAR EXISTING GPOUWO-7 i t!) ti- (:5�.t✓ZiP- RAP I ti I I , 1 _ wu S INV 57(v -- -- -- -- ------ - - - - - - - - --- - - - T � Y 45 a 3 - - -- -- -- -- - ------ - - ---- - ------ -- - -- RIF -RAP 0 UT E.T - - - - -- --- __ _ - - - - --- -- ---- F�Ncr_ r FIN. 0- PAQE PROTECTION - �` 5t7 S�} ' 575 Io° 2 TOP 0 F GRATE r VuI1-A EXCEPT F1�r�, _ _`_ -� _ G 1- III ` >J tl 5 d F AS MODl I E D 1 --- 1.5, RIr' i3`( Tr_115 DETAIL QO 4 C-- 2 >� 5w, C. 12.2 '76 - _ r TYP a 5 -- 24 1 c u 23 ' 7 I✓ I NI I S PE - D r RADE 3 3 C t2 590 , ' = G &-5-89 PER >~. hI t . ^t C C.� M �� I\I T '?• A RAll EVISION DATE DESCRIPTION BY 'RPP ' - l(1 c0a' GRAu r r2 SWALE (2 2.5o 07a 18 0' 3 FAD El:) SVV I -E .P &. 3 `7q III' GRADED GWALE 4 DESIGNED 110 VD4T CLI ' C1� QVC 5OUTHSIPE C_LEIVIENT/�FY 156HOO'L {y LILL S7d g 5' � Go TREt LCH 55C, n - 1 - Tr 580a -40 15 "RCP � I s ,� "All ,, -- _— T ----__._ _ 1,14 1,ao -V007 CL I CHECKED %�K, Pf�OJC_GT NUMBl_-K 2- 1�- i —5&0 . L l2 .!� j f ✓,_#fit 1�i—��1/{ '7 7 s i lyG? t" G— -- — e. i2Ip 1 AF RO" -E�Irl e , G, �� ai APPROVED T0RM D 1�JAC i F I flFILAND DETA1L L oPE _ ! N� 5C_ALr. z.£..�. `�y. ��ir " �'`°' %' r SUBMITTED i4� 1 I� I4 -% HAYES, /SEAM. MATTEAN � MATTERN T YRp coMrl. �, N©, � G l.: k f - I VER 17 � 4 4 :5 c .kart ARCHITECTS - ENGINEERS -'PLANNERS , -- 570 - rt ;, r, _ RO ANOKE, VIRGINIA DATE��Z.I AY Sq SHEET vc J EX t I NG GRAN t _ t 4IH (34 ASE „ _ I 590 19 t- s t eUl 1 2 r e �2� 5IkIN1 r i 7o, MEET E.X15 j 17'1.x-, --! '' ; .` 10, 87 GROUND RIP- RAP 0 T I_ r::� T - �. - - .__ � i �S � ��+_ 1 F.a �fer 1►i �! ,I+.[� al i��.4'� ` tr _ ... ...__—. - � �o 2411 CMP- 520-00 F a / � PROTECTI��N io' �8 I8" I�cI=', - S4 15 RC - _ _. G RkQ E.1-) 5' S+ + - C l.. iTI - C l.s SII I 1 Y 7 2) Co O C 12 C p 1 7. D a ' - ' 9 ` 6, - - _S AL " ' VERT i - t, -- - - -- 545 . iI� A CI ---- - - — ---- --- -- -- -- -- -- - - -- - __ . - -- - - - Z- _ . - _ - - -- _. _ — — - - - __ _. -------------- 13 3,q (D - -- ---- •' uv_ C L,. S S RI P- FAR EXISTING GPOUWO-7 i t!) ti- (:5�.t✓ZiP- RAP I ti I I , 1 _ wu S INV 57(v -- -- -- -- ------ - - - - - - - - --- - - - T � Y 45 a 3 - - -- -- -- -- - ------ - - ---- - ------ -- - -- RIF -RAP 0 UT E.T - - - - -- --- __ _ - - - - --- -- ---- F�Ncr_ r FIN. 0- PAQE PROTECTION - �` 5t7 S�} ' 575 Io° 2 TOP 0 F GRATE r VuI1-A EXCEPT F1�r�, _ _`_ -� _ G 1- III ` >J tl 5 d F AS MODl I E D --- 1.5, RIr' i3`( Tr_115 DETAIL 4 C-- 2 >� 5w, C. 12.2 '76 - _ r TYP a 5 -- St.24r��} c u i r C t2 , ' = G &-5-89 PER >~. hI t . ^t C C.� M �� I\I T '?• A RAll EVISION DATE DESCRIPTION BY 'RPP ' - l(1 c0a' GRAu r r2 SWALE (2 2.5o 07a 18 0' 3 FAD El:) SVV I -E .P &. 3 `7q III' GRADED GWALE 4 DESIGNED VD4T CLI ' C1� QVC 5OUTHSIPE C_LEIVIENT/�FY 156HOO'L {y ' RLP- RAP S7d g �� 12 al F \/c 'CL � Go DRAWN n - 1 - Tr 580a -40 15 "RCP � s ,� "All ,, -- _— T ----__._ _ 1,ao -V007 CL I CHECKED %�K, Pf�OJC_GT NUMBl_-K 2- 1�- i .580.,20 l2 .!� j f -E�Irl e , G, �� ai APPROVED T0RM D 1�JAC i F I flFILAND DETA1L r _ ! N� 5C_ALr. z.£..�. `�y. ��ir " �'`°' %' r SUBMITTED a }''� ' HAYES, /SEAM. MATTEAN � MATTERN T YRp coMrl. �, N©, � k f - 4 :5 c .kart ARCHITECTS - ENGINEERS -'PLANNERS AS N oTED r, _ RO ANOKE, VIRGINIA DATE��Z.I AY Sq SHEET vc J TOP 0 F GRATE VuI1-A EXCEPT 5 d F AS MODl I E D -7012 i3`( Tr_115 DETAIL 4 C-- - TYP , ' = G &-5-89 PER >~. hI t . ^t C C.� M �� I\I T '?• A RAll EVISION DATE DESCRIPTION BY 'RPP ' - l(1 �1 DESIGNED VD4T CLI ' C1� QVC 5OUTHSIPE C_LEIVIENT/�FY 156HOO'L {y ' RLP- RAP S7d g �� 12 al F \/c 'CL � Go DRAWN n 12 580a -40 15 "RCP � s ,� "All ,, -- R. A L BC r4 LL= COUNTY) VIR&INI� ----__._ 1,ao CHECKED %�K, Pf�OJC_GT NUMBl_-K 2- 1�- i .580.,20 l2 .!� j f -E�Irl e , G, �� ai APPROVED T0RM D 1�JAC i F I flFILAND DETA1L r _ ! N� 5C_ALr. z.£..�. `�y. ��ir " �'`°' %' r SUBMITTED a }''� ' HAYES, /SEAM. MATTEAN � MATTERN SCRL� coMrl. �, N©, � f 4 :5 c .kart ARCHITECTS - ENGINEERS -'PLANNERS AS N oTED r, RO ANOKE, VIRGINIA DATE��Z.I AY Sq SHEET J t _ a m A a v rtG ��. NGS -- L_i M 1 t cnr✓ �vF"K LIN �= TWIN BRANCWES At10 FOLIAGE LEAVING -CLEAN FLUSH Cil? CUT STAKES SQUARE a TOP AFTER INSTALLATION, ANU RETAIN SPECIES SHAPE. TO LEVEL 2" ABOVE HIRE 2"X2"XB'-0" HARDHODO STAKE, 2/TREE SYMMETRICAL ABOUT TREE SEE HIRE CONFIGURATION BELDH THINLER BRRNCIIES T FOLIAGE, LEAVING A CUT a REMOVE BURLAP a y y pl►y � � �—^/t p� p� J �+ i+�- rrtt 1� CLEflN FLUSII CUT a RETAIN SPECIES SHAPE �c�.Y— LACING LA AWAY FROM TBALAN ' eo 8 1 !"' (-j 1 I„*t"� MW ' AFTER;YLANTING IEAVE BALANCE HRAP ALL DECIDUOUS TREES HITW„HATERPRDOF OF •DURLAP Ll -ACING INTACT REVISION DATE DESCRIPTION BY APP CUj L. REMOVE BURLAP t. LACING SHRUB SHALL BEAR SAME TREE -WRAP, I E HITH THINE ► TREE SHALL BEAR SAME RELATIONSHIP 6'-8HRY FROM TRUNK AFTER RELATIONSHIP TO FINISH GRADE TREE S AL GRAUE AS 1T BORE TO P,LANTINO. LEAVE BALANCE OF AS 1i BORE TO PREVIOUS FFIIISW �p r s J BURLAP t LACING INTACT GRADE 0 _NURSERY f INISII GRADE Q NURSERY iti•�� i�A (}f DESIGNED 1 f 3” SHREDDED BARK MULCH /` 3"SAUCER MOIxtDED TDP SOIL - _. _..- '� �+ ( t✓ IIJJ+ (I% I� OLO L.r._�.;FI :�1 • I I IV 4." 3," SHREDDED BARK tAJLC1i 3"SAUCER MOUNDEU TOP SOIL / DRAW v �N BACKFILL'A COMPACT SOIL l jj] FINISH GRADE FL i R 4.. �* UNTIL HOLE iS 3/q FILLED. ', �•M( BACKFILL t COMPACT SOIL Ijj 1 ' I I jiil�FIN1SIf GRAUE i III I � / III \: # c, COUNT,l I :�I��I UNTIL HOLE IS 3/4 FILLED, /� Illi 1l ( lilt III, / HATER. RNl) WHEN SETtI_ED / NOTCH ,STAKE TO t. WAIER.AND.WHEN SETTLED \ COMPLETELY. DACKFlLL, COMPENSATE / / \ \� IELY; BACKFILL, COMPENSATE / / / } T FOR SETTLEMENT �\ �� / /\ / {TOLD IIIj2E CHECKED M� COMPLE / / \/ / 1/2"].D.. BLACK CERTIFICATE No. FOR SEHLEMENT \ r 1 RUDDER HOSE , II y 4 8 /I ., . I� \ �^ .a •. '. D".MIN _ _ —► ITYPI N1 "�` .MaN a. of 5+'icNa- tly �• APPROVE© _ r' z�; M ITYP! I+�,l �.� i .. 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(-j 1 I„*t"� MW ' AFTER;YLANTING IEAVE BALANCE HRAP ALL DECIDUOUS TREES HITW„HATERPRDOF OF •DURLAP Ll -ACING INTACT REVISION DATE DESCRIPTION BY APP CUj L. REMOVE BURLAP t. LACING SHRUB SHALL BEAR SAME TREE -WRAP, I E HITH THINE ► TREE SHALL BEAR SAME RELATIONSHIP 6'-8HRY FROM TRUNK AFTER RELATIONSHIP TO FINISH GRADE TREE S AL GRAUE AS 1T BORE TO P,LANTINO. LEAVE BALANCE OF AS 1i BORE TO PREVIOUS FFIIISW �p r s J BURLAP t LACING INTACT GRADE 0 _NURSERY f INISII GRADE Q NURSERY iti•�� i�A (}f DESIGNED 1 f 3” SHREDDED BARK MULCH /` 3"SAUCER MOIxtDED TDP SOIL - _. _..- '� �+ ( t✓ IIJJ+ (I% I� OLO L.r._�.;FI :�1 • I I IV 4." 3," SHREDDED BARK tAJLC1i 3"SAUCER MOUNDEU TOP SOIL / DRAW v �N BACKFILL'A COMPACT SOIL l jj] FINISH GRADE FL i R 4.. �* UNTIL HOLE iS 3/q FILLED. ', �•M( BACKFILL t COMPACT SOIL Ijj 1 ' I I jiil�FIN1SIf GRAUE i III I � / III \: # c, COUNT,l I :�I��I UNTIL HOLE IS 3/4 FILLED, /� Illi 1l ( lilt III, / HATER. RNl) WHEN SETtI_ED / NOTCH ,STAKE TO t. 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