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HomeMy WebLinkAbout020-95 HCMF Dev. Corp. - Vanguilders - Stonewall - BackfileINDEX OF DRAWINGS TT T1T1F SHEET C1 SITE DIMENSIONAL PLAN C2 SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN ADDITIONS AND RENOVATIONS C3 SITE UTILITIES PLAN (WATER, SANITARY SEMI=R AND GAS) C4 SITE DETAILS AND PROFILES Li STE LANDSCAPING PLAN Al DEMOLITION 3: NEW WORK PLANS - MAIN BUILDING TO VAN ILDERS ADULT CARE A2 DEMOLJ110N k NEW WORK PLANS - COTTAGE 'A!&V A3 ENLARGED PLANS A4 DOOR, FINISH AND WINDOW SCHEDULES. HEAD AND JAMB DETAILS A5 ELEVATIONS - MAIN BUILDING AS SECTIONS AND DETAILS F5E1 KITCHEN EQUIPMENT PLANS FREDERICK COUNTY ARCHITECT OWNER CONTRACTOR MORTGAGEE BONDING CO. MORTGAGE INSURER MILLS, OLIVER ARCHITECTS BLACKSBURG9 VIRGINIA 05143135 b y ; MILLS, OLIVER & WEBB INC. SIGNATURE: DATE: b y ; HCMF DEVELOPMENT CORP SIGNATURE: DATE: by: LIFLAN SIGNATURE: DATE: b y * HIGHLAND MORTGAGE SIGNATURE: DATE: b y ; HIGHLAND MOR TGA GE SIGNATURE: DATE: b y * U.S. DEPT OF HOUSING & URBAN DEV SIGNATURE: DATE: & WEBB, INC. ENGINEERS VIRGINIA S1 FOUNDATION PLAN. SECTIONS, DETAILS do NOTES S2 ROOF FRAMING PLAN, SECTIONS 8 DETAILS S3 SECTIONS k DETAILS P1 PLUMBING LEGEND. SCHEDULES k DETAILS P2 PLUMBING PLANS Mt MECHANICAL LEGEND & SCHEDULES M2 MECHANICAL DEMOLITION PLANS M3 MECHANICAL NEW WORK PLANS E1 ELECTRICAL LEGEND SCHEDULES AND DETAILS E2 DEMOLITION AND NEW WORK PLANS E3 LIGHTING AND POWER Jk SIGNAL PLANS - MAIN BUILDING E4 ENLARGED PLAN AND DETAILS E5 RISER DIAGRAMS PROJECT DESCRIPTION SITE DATUM 1.6 ACRES 69'm SQ FT PARKING PARKING SPACES REQ'D - 1 PER 3 BEDROOMS 45 BEDROOMS / 3 - 15 SPACES REWD DISABLED SPACES REQ'D - 1 PARKING SPACES PROVIDED - 15 DISABLED PARKING SPACES PROVIDED - 2 TOTAL PARKING SPACES PROVIDED - 17 am DIST MAIN BLDO 1-BED ROOMS - 6 BEDS EXIST MAIN BLDQ 1 14�-BED ROOMS -28 BEDS MAIN ADDITION: 2) 1-80 ROOMS - 2 BEDS MAIN ADDITION: 11)2-BED ROOMS - EXIST COTTAGE 'A`: 2 1-BED ROOMS EN BEDS EXIST COTTAGE 'A': 1 2-BED ROOM - 2 BEDS EXIST COTTAGE W. 1 3-BED ROOMS - 3 BEDS EXIST COTTAGE W: 1 1-BED ROOM - 180 EXIST COTTAGE W: 2-80 ROOMS - 6 BEDS COTTAGE ADDITION: 2 1-90 ROOMS - 2 BEDS COTTAGE ADDITION: 2 2-BED ROOMS - 4 BEDS TOTAL BEDS: 78 BEDS TYK OF CONSMUMM W UNPROIECIED (FUU.Y SPR mas) USE GROUP: 11 I CERTIFY, TO THE BEST OF MY KNOWLEDGE, THAT THESE DRAWING SPECIFICATIONS ARE IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND HUD MINIMUM PROPERTY STANDARDS. ROBERT L MILLS,, A.I.A. [me RO�Rf L If1S D. G. RHUDY CORUFCATE No- ia37 k ra 4 • �: r r r ? r a;:; � VICINITY MAP REVISIONS DATE DATE 14 MAR 95 COMM NO. 9440 SET NO. a� 2 11N Um IE>lNQI11M. WAX 2 IOUa1 INC. Wr PON WmtA6 Ra alp - w Rfl► -- - — -- - - -�-- UNIV= 71NU1ARY 10 WILD RUN -- R 114-1-1R1 amm �� MAI GRAPHIC SCALE w to It • mkt RP SM-t eA 81-A-34 Ap OTY OF FT>ITT EBTAiM HOA DDAAYD OOCOE \ um Om SPACE UM RISDOiTUL 1� y` 6•-0" MAX s•_O• MAX SITE DIMENSIONAL PLAN T SCALE-- 1 - Za loll GPENNSYLAANIA AVE i ' / (99T INN K.b�NC�} _ \ I " - - -- �10" i0G 2x4 (ORIENTED I1.6 O 10" OC II`"11 VERTICALLY) (3)I 2x4•S (ORIENTED vronrsi /—Ix6'S O 10" OC mgmijoiniman rl-44 WD POST 12" ROUND L CONC FTG + - h 1)WS O 10" OC 2x4 RAILS (3) (ORIENTED HORR) 44 NEW 2' BITUMINOUS SURFACE COURSE NEW PRIME COAT 8" BASE COURSE E&qm:1-In 217, 1 a ON a - =,i 1 x61S O 10" Oc 2x4 RAILS (3) (ORIENTED VEIM _ 41-1/r 4000 Pee CONC. REINF. MN7FI W - WI.4:A11.4 WWF, OR FIBROUS REINFORCING FINISH 4" F R2- Cann LEGENDtkN SFOM OEM MAINOIC '= SANITARY WMR MANHOLE N/A Sim SLMCI SANITARYum �tNITO NEW DO - SH C2 pith s O OLVINDUT •a/o CAW CALIF M ❑ DIM sm � WE N/A SPOT SLEWL7TON XY .ac FIE HYDRANT POITT NOCI170R NALW N HANDICAP PARKING SPACE W14.1 1FAlt]IiETEJ! O E=P PAYOoiT DRANADE DNECTIONAL AM= 1. U1L M SCRI CN UK PLANS W1 fT VMY LOCLIION AS DEIEARIA Rlpl A FELD SNHEY AiD MAY NOT 119"1®R ALL INDOIWIOUND URUIES WTIN iM ODMRIRICIION LIM LOCAIDNB AID DRFiN S OF ClSlpa UK= AK APPRp.IAiE ONLY O"ACIN SHALL K FASPONWIE III 004TACIM LOCAL U11InY COIPANla iI I WWrATCN AP U11JTY LOCA11M 8 ALL UW1W AND OM 51R= MS DAMAGED AS A NFMILT OF MWVC10C8 ACOOR SHALL N IMALACm AtIgAN IMPANFU 10 A OWITTION EQUAL 10 OR DEIWI '7NNIA1W1 WAT R101I TO OOMSMICTI011 AT NO ANt11pNAL OOR 10 sm CLIMB S NOU DARY AND 'IQOOPAP ICAL NFOW11011 SUPPLIED BY RJR E CM"= A ANC{'„ 11INNIISM CRC#SA. 4, ALL OWI IC11ON SAL d N OOIIORYANCE 111H iNE SPI VICII Ot6 LA1W III f 1 AND FOSA S+ICS L Da6181 7O QIA6 WER 70 FACE OF Cl/B. L AIM PLANS Fd DA011IN6 ON N1L M AND =AIM L)6A110Me KIWN N1N A CWM FA W6. 7. 01011O MIUMM RaRB 10 Ong= FACE OF NADW 1NI a. FtAI! OR 1'11Ct EINTNo MANIKOUE. VALE NIK AND ORIP KIT COC1 A M AS MOWARY 10 RACE CDI RUSH WIN FAWW WAX • RaDI® ALL ETOaR11107IS® AIW S 111I1I1a® DUTMNI OWWWA IM Tom IPNc�aA1NDIls 10. NN7CI A 111011101 EISC4Nfa SHALL N 011=D 10 FiMDCICN COINIY SAIMINON AUMg1TY. 11. PROYDE ONE NA DIOAP PNM SIN AT EACH HAiDIPAP PANNC SPACE SIOSt FROVDE dE ADd710NAL Sift DCi1FYNO iAN AOCENOM SPACE. SOD NgLL. mE M'-7L M087RD ON 4 a PI KE 11EMO PCSIS, NMIOM O' 8 TO 4'-0' ABDLE OCIRC. IETiFHS ON 91016 SFIALL HA1E A WTH-iO-NOW RA710 IIIEitEfll 3k6 AND 1N 1UD A $111I :-M071F-10 IMIOHT RAID WI1Qt1 1:5 AM 1:10. LET = 10 OWMW WIN eAflKINWIM feel IF LET= ON A *M AACIMMI D ON W= Uff= 01 A KW 0WEI"EVELOPER HOP DEVCAPLE e1T CORPOAiM 2M COLONNADE OL � !Iola COND111ONS FROM CONDITIONAL USE PERMIT #013-93: 1. A OE7oRNA1110101 OF SAKI 11119011111111MINTS MUST K MACE AND ANY FECANMC UPOiADE Olt MO@N =IS MUST BE 14001111130311 DLISNo 71E am RAN PROCOS 2. in OOER MUST MAEffm 71E rmw OWING TNIS FAOLRY ROM UE MNOE1iICyFlmElaCK COUNTY LINE N10 iNE FACM. S A SSE PLAN FOR 7W FACILITY MLLST N SRMTIID AND APPROVED MM 10 ANY OOLSNRICiION 01 iHIS FACILITY. 4, APRIOANT MUST COPLY OI1N ALL RIOIIMIENNIC OF iNE SWE AND OmxfTY OCOES FIORNOII 70 T Nola AT ALL IAEa. MAGISTERIAL DISTRICT IN-0 C1 W DIMAL Owl= ZONING OF PROPERTY ma RP plEsl nx PETrommAm q PROPERTY IDJ ACREAGE OF PROPERTY W STET Ti Pat ACWM 4' CRUSHED STONE) J LP COACTF.D SUBGRADE I I, I" �+ 8• TAPER 4 CURB I• TAPER TAPER CURB M - c 4 BOTTOM CIF' THE CURB AND CATTIER MAY 1E CONSTRUCTED w7N CONCRETE SIDEWALK THIS AREA MAY 1H£ n� � �THE PARALLEL TO THE SLOPE OF Typ—o No E CONCIiETE AT i SUBSURFACE COURSES PRONGED 1:12 y� ON PE CONTRACTOIR 8 I MINIMUM ED of 7' S MAINTAINED tF$q� b IRIS CLAP IS TO 6E USED N11M>!1 DESNII � O 4o 7ICN nod MAY K PROCAhT CA1IT N PLACE. OR W F () s � J o� W Q cn 0 OC as (n Z pO z § 0 Q U, .Tq P IT 'rm MPH Olt _ TH Oc ON mxm NIO WW AND 46 MPH OR CCNCHM TO BE CLASS A3 IF �P LOS N IDEKI. M UIRM CAST N RACE. 4000 Ted W °� APPROVED BY ZONING ADMINISTRATOR A Si BUMAN AW-4& PR WNW. R9BERT B. OLIYER 031W VDOT STANDARD CURB AND GUTTER (C_G-0)1 NO SCALE O ta96 uM1iS, 0"� k wE�i, " P4ADG",A'. 1-2.1 lDL L 14 4.18 p� - — - - — - - —- Riot -----------------------------------=-------------- - - -•" - - - - - - ---- - -- -- ----------- -r---"r ' - ----------------- - -- - - >W _ no- - - --_-- _ - --- --- - -- ______________ r__________— ___ __ - -- 'r-- `_--_._ 7.1t----- --- _'' `- --r - _�------------------------ ---- --- ------------- ----------------_---•-----' --_%'-______`-_-^.-` _ ,.i., _ --•__ ` -7s -p ` l _ -' r _ — WiLiNjam rim nrl 4 IV nis3G Rc �° k _ Murry UNNAIIIED 7R>�ARYR -' SEE GRADING DRAINAGE NOIEN 114-1-130 �� 11 A SEE GRADING AND DRAINAGE 407E 3-,-_ ' GRAPIUC SCALE ------------- I tao - 20 R 84-A-MR 54k-2-0 54-M34 mRSk RP mm AP miDP R CITY OF WINCHESTER STAR FORTESTA70 HOA DAVD GOODIE USID OPEN SPACE USE: RESOENIIIAL DROP INLET WITM GRATE PREVENT PIPING TO STAKED BMW 041 s 671EAM BALES STAKED NTH DROP \�NL,ET � MU TWD STAINS PER BALE STRAW BALE DROP INLET SEDIMENT FL.TER WITH MATE -c—SLAED BURLAP FABRIC BURLAP DROP INLET SEDIMENT FLIER NME HANDBOOK H APPUCMIMND FUNM DEMLS DROP INLET SEDIMENT FILTER SITE GRADING DRAINAGE AND EROSION COOROL PLAN ® TB- IDICAM APPROMAIE LOCATION OF 7TST BOTMROS I. SET POSTS AND EXCAVATE A 4•X4• L STAPLE UK FEWM TO TRENCH LPSLAPE ALD O THE LINE THE POSTS OF POSTS. 3 ATTACH THE FLIER FANBC 10 NwWD WIRE FENCE 7H EE T AND EX1Q0 IT 4, BAQffLL AND COMPACT THE EXCAVATED SOIL CONSTRUCTION OF A SILT FENCE • 1. ALL EROSION AND MI ENTAMN 00141ROL PRACTICES SHALL SE N ACCORDANCE WITH THE VIM" EROSION AND SEDIMENTATION CON1RO . HANDBOOK, LATEST EDNTON. 8 NiMLL EROSION OONIROL PRACTICES AS SOON AS PRACTICAL N WE LOCATIONS SHOWN ON THE DRAB AND N ANY ADDITIONAL, LOCATIONS DEEM NECESSARY BY NSPEC'ICRS OR LOCAL OFFICIALS. 3, EROSION CONTROL MEASURES ARE TO RD" N PLACE U*M THE AREAS WHICH THEY SERVE HAVE STABILIZED 4. NO DISTU W AREA SHALL BE DENUDED FOR YORE THAN 30 CALENDAR DAYS UNLESS 07FIERWISE AUTHORIZED BY THE LAW COIMRVATION NSPE07M OR HIS AGENT. • CONTRACTOR SHALL LOCATE THE GRAVEL CONSIR1CTKIN ENTRANCE AS NARY TO ADAPT TO FIELD OONDIKM • ANY TEMPORARY EARTH BERM% OIVER90NS, AND SOS S10WLM SHALT. BE SEED FOR 7198MARY VEGETATIVE COVER WITHIN 10 DAYS AFTER GRADRW. 7. AT THE COMPLETION OF CONSTRUCTION. ALL DISTURBED ATREVS SHALL SE STABILIZED VM SEIMM ALL TEMPORARY VIIOSON AND SEDIMENT CONTROL DEVICES 94ALL E REMOVED N ACCORDANCE WITH NU►!ER 3. ABOVE B. CONTRACTOR SHALL DEPOSIT ANY EXCESS FILL MATERIAL AT AN OFFSTE LOCATION N ACCORDANCE NTH APPLICABLE LOCAL REGU.ATONS 9. CONTRACTOR SHALL ADHERE 10 ALL PROVISIONS OF THE EROSION AND 5=01A710NSCONTROL NARRATIVE INCLUDED WITH THE EROSION CONTROL, SPECFIC PLm i r CONCRETE COVE! NO.BH B!YNAGGREGATE 4 PROMDE STEPS WHEN 1H" IS — J 4SW HOLE WITH '-0• OR GREATER — r DIA 12•X1r PLASTIC HARDWARE CNAI■Et MAY BE PRWAV C101H 1 4' mw OR um WINE, = MN WIRE CIA OM NCH, - J NUMBER 4 MESH HAR1Y4W CLOTH ANCHORED FIRMLY J TO OUTSIDE OF STRUCTURE SECTION CAST N PLACE USE GLASS CONCETE MAX DEPTH - 1x-r WE 1r lir I 10• 24' 3D' I w 42• M'' H x-D• r-3 1/4• x-B , 13'-71M , 4-r 947 1.040 1.143 1 1.338 IMB 1 1.731 1927 INCREMENT PER FOOT of ADDITTaNAI. DEPTH (H) € -0 410 CU � (4r � Pr RE oRaD CONiCRE7E FOOTING MAY BE PRM43T OR CAST IN PLACE TWO LS RING HOOKS OF FABRICATOR'S DESIGN TO BE PROVIDED N PRECAST FOOTING. 87NICTLBIE TYPE TOP iLEN WIN NV OUT VOOT DI-3A 72" WA M05 OVOOT DI-3A 7MM 723.95 M7224.05 �c SIRUCTUI E IAM C N07 USED VEX1T NH-1 7MM 721N 723.59 EMT comc NSA WA 723.37 RET WALL YDOT 01-7 72&24 724.00 724.57 VOOT MW-1 72&W 724.M 724.15 ORET IAA WA724.00 WALL PROVIDE STEPS WEN "H• IS 4-0" OR GREATER ') 00 CEMENT PLASTER COAT I SEAL PIPES N PLACE WITH MORTAR TIELDED WIRE FABRIC MRA0M ra AND ORAINAt QX 1, CONTOUR M70VAL - 1'-W Z GRADE ALL AREAS N THE VICINITY OF EM INLETS TO PROYDE POWK ORA LAM TO THE INLET. 3. ENEYC HOLE N EBENG CONCRETE RETAINING WILL AS NIECi< m TO EIE70 S7m DRAM INN m WILL CUT PPE FLUSH WITH FACE OF WILL. WJIL ARCIAD PIPE WIN SACS A14" M ORM PAINT M MAM FROSTING WILL 4. SE PROFLE9, SH 04. FOR FURIIHIIR NFOR MON REONQKI INMIET AND 70Pift MEVATGNS HID WE 1UV7110IIIIALS AND SOM 5. SET STOLM 1ES A fM B TD THAT THE E77CM OF MOM GRAILS RYE 71OHT AGAINST F OF CURB. * AREAS OF MY REIN ADJALi7R TO BUILDINGS SHALL NE GRACM TO PIR0IDE POBIIVE DRAINAGE AWAY F RW NNE BYLDNOB, G-7. 7A. 7B OCNG,�Em COVER i' DEPTH X�I�WDIFI O.r MMlDfT PLASTER COAT T v— r CIA WEEP HOLE WITH 12"X1r PLASM HARDWARE a."QwMmoft OALVANZED STEEL WI RE, 4' MN WIRE CIA 0603 INCH. NUMBER 4 MESH HARDWARE CLOTH ANCHOM FR Y N Y 7O 01I7SIOE OF SIRUCRJK — — ' — SIEAI PIPES INPLACE MORTAR HALF SECTION HALF SECTION BRICK PRECAST OONC BLOCK c�r��1111111F:.:.1• m�0 W-A9L � 0�0 THE "H" DIM 4SGN SHOWN ON THE STANDARDS AND SHORN ON THE PLANS WILL BE MEA D FROM THE INVERT OF I E OUVALL PPE TO THE TOP OF THE SMCTRE. 01-7 — NO GLITTER GENERAL NOTES INCIRDADMII SHOWN ARE FOR NLETS WITHOUT PIPES. PPE DFSPLACUUM MUST WE 0N7A -- SNG.E OUTTER WHEN DROP INLET IS ON A GRADE DEDUCTED TO OBTAIN TRUE QUANTITIES 01-79 — DOUBLE GUTTER WHEN DROP MIT 0 N A SAS BETWEEN TWO GRADES FOOTINGS MAY E ROUND OR SQUARE IN SHAPE. IMY N TO BE 1" DEEP X WALL OTHE TYM F THE OF INLE DI DETAILED HEIMTO BE OONBIRUC= SILL SEAT THE OPTION THICKNESS PLUS 1•. TH Y (ROWT B. ODU 0.760 0� ZLLJ z FV > J Z 0 W Q w cn a o:: Z W Q t v ` V Z OZ8 a> cog Z Q Q Z Q Q Z 00 zz O_ cn C9 0 W (n Z Q u m 19 5 MILLS, � 4 ING B4WC l.zx lDL ,Lfi114 4.21 c^� I It 114-1-1210 um ZONIM Lit ---- - -tea*—w'r'-- - - -- — NEW 2' TAP. METER & VALVE, SEE FCSA STD DETAIL W-7. NL�t OAS SERVICE BY GAS COMPANY FOR CON11NUA71ON INSIDE BLDO. SEE SH P2 NEMI ZT4 DOESIIC WATER SUPPLY LIE ` 84-A-M —x 20lD: AI NEASTM mm mORICIU A Wlr Sw+ L_ - - -- a A B+�A09 aa\ . 4r SF LY LIEmols\ aa�a NEW 4' SAN SMj DsER+Ncar uE If NEW STA JO}� io ....5 9 ,,aA.al IEtv EXIST • APPROX N WR�� FIRE HYDRAN - _JEND A 11 PULLIC MAIN. REIN00, IIUr1N 4S) SERVICEA Fir WATER MAN OSEXIST I W WATERCfTYSOEPSERVICE LIE PENN MMAP A AVENUE WATERER M M ON EXIST s�RINE %W TO COTTAGE 'A1. FIELD o� VERIFY WE a crnffawr rlglsiER WA7ER LINE RELGC I= NOTES 1. ABANDON AM REMOVE D98TIN9 1r TNANSITE MITER LIME ma vowy PPNB MAIFTwA 2. OONECT NEW DJ. PPE 70 ETISIIq m"m PPE USN OOLPISMEIN PER W4RFACIIBFJF'S IEZISO AT10N5 E18NAL NRALL OOIIRING A PRONNE MW NAM AT ALL SIM SIMILE LA7PIMIS NO OOSiG110l3 10 conm PPNS 4, LAY MR SAW LINE. Wr AID DNl#= OR EDT 70 DOSINNO MAN AS A LAST lW N RD OWNIN PROCESS 10 MNEE DO1N TSSE ON DW YAIL L 7E WK MM FWWEI= CUM SANTAiNIN AUTHORITY �PD�DI �N ACOOOANICE IETN FCSA OWN ATI048 im L AT BDDB R6MEAI19 2 RTT = M "ft 10+73L 11+2k 12+ ONE MW SMALL BE M&MJ NO THE ORES SMALL BE If,MPE PLAN DO} VIE PLAIN END OF CNE MW 3N ML AI RAM INTO I E MJ DD or THE OTH IR ALL PUTNS SMMALL AI IIETAW BY MEGAAI MH08, '7 - �MJ HEALTH B�q ATY I1E901R10ES — SEE OTE S. 'WM5 THIS SHEET' FCSA TO MAHE TAP AND 0.7" INSTALL SNORT SRO I 84-A-M 1 ��� JAYFS�LIll 11110111 RISE R£lDIIIML Aj LOCATION, RELOCATED ij FIRE l71& NETNES IWAIErj S!P Y w SEE FM STD DEfAL W-5 5f 9+94.74 SEE NOTE B THIS SHEETT A NEW SAN sErER ". FIRE HYDRANT INSTALLATION RIM 727.38 NV OUT 71a23 \ 9 NEW LOCA710K RElAG1EDlED WATER METER CO 9Sf SERVICE LINE NOTE a IDL NEW 4rWrACE LATERAL NEW 24' CONE CASING (72 NEW 12' DUClIE IRON SAN M (82 LF.) NEW SAN SEiO MN RN 724A8 (MATgI EXIST GR 45' YN NV N 717 Ir i NV N 718A0 (4 SERWE LA ) NV OUT 717.18 TO ` 4eQ'rer az s , y/.,�'TA 12+211 — — — = --------------------A --- GRAPHIC SCALE b" - SO IL RIP ISO STM FOR E5017E5 MCA DAVD 9000E 1 um OPEN SPACE 1 tm RE>NQiIL 1 � SITE UTILITIES PLAN SCALE: - 211 m= 4twrr SEW CAS SERVICE BY OAS _ix71PA �! 9C =H P2! TION tISDE „ �'• �� — ---- ------- 1� 4 M.J.tFid� &how 34: 1. BEHOVE MOIST tr savwm� PPE AS R7?1JtED TH w LL MET MANNOlB AID DInIEE I = PPE. i NSEAU NEVI 0.L PPE INSIDE COICIETE CAI = CAST ND 10 WED MINIMUM SD' PAST FACE OF MEW CDRAGH ODWIDL DN U IROI TO ESL FROM NIX MANIOE A 10 NEW MNNOE 0. 3. ARANGE SET><RE7ICE DF COlSTMI = 101111IETE AMOUIT OF MBE NORMAL QIMIWIY RM OF SEN ER 6 INTI MRPIED. A PROIDE MANTAN PLOW PUMPE�IPMlNT. , TEMPORARY Pr9JN M AS MlJBMHED 10 MAQ SANIRARY STIR AROSD AEA w ROML PAP 3EXIM E PROM MA NOE C 10 MANNOLE D N AOCONDAIM WIN APPLI7ANE MSEAL7N DEPARRENT REITLILAiIONS OWM F1ETJaCM OOIIUY SANTAINON NAINDOW (FUSi� FOR ESMAAiED KW RAiE OF SVISW PROM PUMPING 9YSI!!1 CAPAM OF MAPDI.W 2.6 iM THE ESTNAiIED PLOT WESSFlCSOF}gAtS SPA BY NE40H DFFARHAENF 11EO)LATION 0. OOOAINAiE � ON !EWER MAIN 10111 FCSA PWWI M NOSE IIN �OAODNCE11 FICSI1 SPUMI101sv GINEJHES AiD 4 TAME IECIAL CAPE TO OBTAIN SEA COPAC110N an THE BACIM OM THE SENIOR LIE MU. SOPO T POIINOIS OF THE COTTAGE ADDITION, SEE FCSA 87D DETAIL 8-4 NO FM 3m 1x"Mff DUAL SANITARY SEWER LATERAL �1tES 7NS �T 1. TiPS ON VISIT I COUNTY SWATiON W11011Y MUMMAN ISLL I E PIBMOBm BY MW COURACIOR BE REwpIBaE FM ALL WpBC DOIMSNEJIY OF TAP IMUNIG NAVE AND METER Il= SSIWLIE 0100=1IDN6 70 NEIE FALOCA70 01ER LINE SMALL K PEiiIUBIED BY THE CIONTRA1711IR N AGCOIDANCE Tint PCSA SPUPICA7101S ! INTIN AID SRlDM LINES ARE 70 R 0111811ER:11D N AOCCI OAIAI WiN HEST PLANS THE LINES SWILL AMIMALLY MEET ALL RETXNEIENTS OF THE UEOSHOC OMWW SWRATiON AUNOIlW 3. THE OONSPWM SHALL COORDNAiE TBTH. AND AMANGE FOR INSPECTION BY, THE FOSA 4. THIS SUNBTAiNOM AU7MgRTY SHALL NRALL ALL WATER AND SM MVICIIIS THAT OOBI = 70 OF= LNIM THE LOCAiNOI OF THE TAP AND THE 1011IM11011 POINT OF THE LAWAI. AIPSNOB7YO ANIMIANT ENN@R. RISE 70 AI tT00gAlA7EA MIN 11SE 4NP MN �10. PINE DEPAI"MW 001010 IONS iD SPIRINOM SY= SMALL SE L=71111 ■R.N E NOII� 47 SPRINKLER LINE DURANCE INTO mam ow 11. DURING I'm NS119NCION ACM FUR EMERGENCY vDICIIES MLW f� E MMRABID AT ALL 1111M FIRE M1112110N 6 10 AI TAM OUT OF SikMCE WINOU7 NMFMTON OF TOE FM MAFAHAIL'3 QFRM THIS INCLUDES DW OSIIM 311IMBG9t SWIM ALARM SYSTEMS, NVMVXT& S A DOIAIE CIEOIC VALVE SAOQIAW PIEVOUICN ASSEMBLY 6 10 I E METAL ON ANY LINE OW OI OQES1IO THAT GOES NW A SRJeHMNS THE AIMSI.Y 6 TO MEET AM SYASDAID N0. 1013 M 1013. F THE AMMY 6 MOUNTED 101DE A K*AM A MHOIE IEADOR 6 REI TEED SEi: I = 811) OETAL 9-7. S NSTAL IELwA7ED MIT w PROS RA 5+73m + RA 9+94.74 A MIN IF tE CLEAR FROM EXIST SANITARY SEVEN 0906 6 AND DISPOSE OF DUST VINIOL/E 7. S M THE AFPNDIX ATiAClED 70 THE W= W DIVISION 2 SPEIVICA7106 FOR I= SrANIAD DETALL S EIWIW VIA= OEM LOSE 70 AI ROOM WW IDX.A7ESL REMOVE E7ISINQ SAIM METER AND ROC FOR WISITALLANOR EIOSE Np 10L Mff Y LWAIMON Or EfIBING F A1TSE>t P110YDE NEE DOESIO S6 = LIE !BETE NOICAIM USE 70 MAIM EtIB7N , CO NWr METER 10 M!N SWAM LINE AND ONNIM NEW SWAM LIE 70 REMAEIN9 PWICIN OF DOSMW SDNNLE LSE AS NDDAiM V= OWNS RMPODS. AEMRSE W SOMCE I= AND W VE" 9. REMOVE I DIG11ED PORINOR OF EfOSM SANITARY SERE]] I LA7111iAL OCNEI.'T TEN r IAI MAL W IRWNENG POISON OF OWING LAMM AID PROVDE SAPE MSQ � iN�NTO � M A. AT CAIISfNIT SEE POSH BID DUAL 4A TRENCH & BEDDING DETAIL GATE VALVE Vn POST NI CATpt 4W MAX �i. ii rs. �i�ar.Tt6"71 1" 1111-1 BTrmtmmr-rAlrm mrr,ITr r,Im, rrrrram. mrr M!nmmM. rrrr mmMTrMIMrT-rm raTmTrTIT;m_ mmT- LIMITING PlD1 ALL T1OES. 1110096PUM AND cgAPSS S MALL L£ ANIiL W WITHfl TW BLOCIC THRUST BLOCK W EXP JT MAT FILL W NT SEALANT PIPE i CONCRETE CASING 42' SECTION A —A ODNCREiE PAD SPIDER SUPPORTS AND SPACERS (SEE NOTE KLOW) O 10'-O' OC ALONG CASING LENGTH ►4' EXP JT MATERIAL AND JOINT SEALANT _­W CIA CARRER PPE---� vlffml—ltw ' 000 p.i CONCRETE. 4' THICK. MIN. LEAVE 2' FILL 1Y/ 24' DIA. CASING PIPE SET IEEN END OF CASING PIK AND OUTSIDE FACE SAND OF CONCRETE SE& SECTION AT RAID —LENGTH CONCRETE END SEAL CON7RWM HAS THE MICIM OF USND'BPDET SSPmI AID SPACERS' MNW BY SPIDER MMMACiURM DUINAK N.Q OR FM APPROVED EQUAL SPACING AD INSTALLATION �TH PER MANUF REcoMBAEw. 11 PIPELINE CASING DETAIL �` 140 SCALE ROEERT B. WO W Oaf Fvs z G �Q In G Ix a9 (n Z3 z 0 Oz� F c Qo V) 'Q �T Q z zQ ol 0-w W W F Q FQ 1— Q t%7 � INDEX OF DRAWINGS Tt TITLE SHEET Cl SITE DIMENSIONAL PLAN C2 SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN k 1) 1) 17r 10 Iq I k f4 1) R E 4 ID 11 lk im I ID Is C3 SITE UTILITIES PLAN (WATER, SANITARY SEWER AND GAS) C4 SITE DETAILS AND PROFILES L1 SITE LANDSCAPING PLAN 'V klM Iri I L El E F1 S k U L mr r� Jk [I E Al DEMOLITION &NEW WORK PLANS -MAIN BUILDING A2 DEMOLITION &NEW WORK PLANS - COTTAGE "A"&"B" 7r 0 A3 ENLARGED PLANS A4 DOOR, FINISH AND WINDOW SCHEDULES, HEAD AND JAMB DETAILS A5 ELEVATIONS -MAIN BUILDING A6 SECTIONS AND DETAILS FSE1 KITCHEN EQUIPMENT PLANS S1 FOUNDATION PLAN, SECTIONS, DETAILS &NOTES S2 ROOF FRAMING PLAN, SECTIONS &DETAILS S3 SECTIONS FREDERICK COUNTY VIRGINIA P1 PLUMBING LEGEND, SCHEDULES &DETAILS P2 PLUMBING PLANS Mt MECHANICAL LEGEND &SCHEDULES M2 MECHANICAL DEMOLITION PLANS M3 MECHANICAL NEW WORK.PLANS E1 ELECTRICAL LEGEND SCHEDULES AND DETAILS E2 DEMOLITION AND NEW WORK PLANS HUD PROJECT NUMBER � 051�43135 E3 LIGHTING AND POWER & SIGNAL PLANS -MAIN BUILDING E4 ENLARGED PLAN AND DETAILS E5 RISER DIAGRAMS ARCHITECT OWNER CONTRACTOR MORTGAGEE BONDING CO. MORTGAGE INSURER byw MILLS, OLIVER & WEBB INC. • sIsN+roae. onre b ym HC DEVELOPMENT COMP • JAiE- by: LIFLAN DATE: b�/• HIGHLAND MORTGAGE SIGNATURE: DATE: va HIGHLAND MOR TGA GE r SIGUFiURE- b y • U.S. DEPT OF HOUSING & URBAN DEV • SIGNATURE- DATE: MILLS, OLIVER & WEBB, INC. ARCHITECTS ENGINEERS BLACKSBURG, VIRGINIA PROJECT DESCRIPTION SITE DATUM fINAC 1.6 ACRES -` 69,760 SQ FT1 TE. 1 I PARKING PARKING SPACES REQ'D - 1 PER 3 BEDROOMS 45 BEDROOMS / 3 = 15 SPACES REQ'D DISABLED SPACES REQ'D = 1 PARKING SPACES PROVIDED = 15 DISABLED PARKING SPACES PROVIDED = 2 TOTAL PARKING SPACES PROVIDED = 17 BEDS EXIST MAIN BLDG: (6) 1-BED ROOMS = 6 BEDS EXIST MAIN BLDG: (14)2-BED ROOMS =28 BEDS MAIN ADDITION: (2) 1-BED ROOMS = 2 BEDS MAIN ADDITION: (11)2-BED ROOMS =22 BEDS EXIST COTTAGE 'A': (2) 1-BED ROOMS = 2 BEDS EXIST COTTAGE 'A': (1) 2-BED ROOM = 2 BEDS EXIST COTTAGE 'A': (1) 3-BED ROOMS = 3 BEDS EXIST COTTAGE 'B': (1) 1-BED ROOM = 1 BED EXIST COTTAGE 'B': (3) 2-BED ROOMS = 6 BEDS COTTAGE ADDITION: (2) 1-BED ROOMS = 2 BEDS COTTAGE ADDITION: (2) 2-BED ROOMS = 4 BEDS TOTAL BEDS: 78 BEDS BUILDING CLASSIFICATION: TYPE OF CONSTRUCTION: 513 UNPROTECTED (FULLY SPRINKLERED) USE GROUP: 11 i CERTIFY, TO THE BEST OF MY KNOWLEDGE, THAT THESE DRAWING SPECIFICATIONS ARE IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND HUD MINIMUM PROPERTY STANDARDS. ROBERT L. MILLS, A.I.A. MERT L. MILLS CERTIFICATE 1937 � �V _7 H QF L B. OLIVER No, 03543 VICINITY MAP REVISIONS NO D AT E 2 C, D. G. RHU Z` 71010 � 4 J411144 1 AMBLER W. WEBB, CERTIFICATE No.. 4068 DATE 14 MAR 95 COMM NO. 9440 SET NQ. SHEET NO Tl 1 Z 1996 WILLS- 0 WR k wEM. INC 40001 1.96.00 COL JJN 13 4:11 pm 6'-0" MAX ZONED. 1 2 ZONED: 62 LESTER ELLIOT ESTATE USE: RESIDENTIAL 54-A-12 ZONED: M2 SHOCKEY BROTHERS, INC. USE: INDUSTRIAL N/F PENN CENTRAL RAILROAD - 60' R/W ---- - -- -....- rode FRET PSI PAD 10.00' AND 10' WTER ENATED WOOD N 4276'58" E ND SEWS EASEMENT "� 4 ' DILATED TO FCSA N 4277'01' E 124.85' 54-A-32 ZONED: RP 1 shed( Ex. elodc 1c � � b � � v � 54-A-30A HEALTH EQUITY RESOURCES Metal SWZONED: RP $\"-6- HIGH TREATED WOOD FENCE HEALTH EQUITY RESOURCES ui Yoh' N 43'14'2_8" E r r Ex. Pavement 65.51' i 24.72' 39.00' 71.50' �� h� 4 . '''7/(^ Owl ` n CONC PAD FOR DUMPSTER AND --� k \` a; TRUCK 7' SLAB REINF W/ #4 0 10 EW. UNNAMED TRIBUTARYWater Esm t ' 1 54-A-30 D 458 - P-1D g, PLACE ON 8" CRUSHED AGGREGATE. TO RED BUD RUN 1 ZONED: RP . • ,° 1 1 JAMES LUPTON SETBACK Ct �• : ` '`4 USE: RESIDENTIAL ' Grass .00 Area N ' u ! SX 1. to ,�OJ f � 6- SAAC 5 � 00 '$C AM 1 a is HANDICAP RAMP \ g S 3619'-23to - NEW 4' SEE DETAIL, THIS SHEET69.96' 10.0 ' a i- j° g 9 OQ' 9.00 900 O s N WALK _ . NEW 4' Ij! O ac0 P CROP -HAT HUNG `s V'r-- - - -- - - WAL N 43'14'28 1 E o o ; 3 y�pACE NEW 4' WALK NEW G GrowCr - "- � -, "� 9 = 2 '� NEW GATE 4 CHAIN Area- 55.77 ��.� ' RAI! ,�_.__ LINK FENCE - 2 114-1-130 ` Ex. One Story L T OQ ZONED: LR ,, `( Frame Supdng I ( 2. 0 'S• 4 ' USE: SFD o nN. FL-72e I� oI 4 HR• �EX. Cowed I HOME F ADULTS o, Sldewow Rik -A - - -� Concrete Pam' 1 - "� • �_._. 0 E OR_Gan_,__- _ TCo-veered WooTT 1 NEW 1 > o Ex. Cone. RaTP L Porch - L - - - - Ex. One Story 1 3 CONIC ° o Ex. Grovel Area - 1 I - - r - '1" Frame g '&g 1 WALK 4 a , ----------J L --- 5' '41 °1 �t DI �.FLU�'e' 1 � � � cottage o I •' I Ex. One Story .4:' FORADULTS a I I 0.50' ��, f F 3 I Frame 6uid�+ c3i HOME o 1 N I , ,�v��, ' a FIN. FL-727.4y cv 5 tt� . U�. � ` T F_ - "r l a rn Covered I-- ' NEW 4 �� I Cotton 'A' ' '�.B t RiDOE HIS; fl .-X h Ex. One Story Ole' ',= WALK I HOME FOR ADULTS i �Tonc_ LEI Frame Bidding Cone. Porch) I / + o { 2 Stoop D' E- o i L -- - - - -- �- NEW `�X- I NEW CONC I { Z - - - •T- 1 + 4' CHAIN WALK TYP cli I I - ,----- EW 4' CONC WALK , l- - - - - - 62 1 L-, F1 3 .4 ' , LINK FENCE a Conc. Porch lr L - - J } -+ O S w oo , �` EXIST 20' FCSA S EXIST SIGN APPROX �, ' d' �� �I `�' o' o ' It o UTILITY EASEMENT 5-0" HIGHx2'-6" WIDE S 42Ot' W I - \ 2? S 4277'01' W f5202' PENNSYLVANIA AVENUE---- - 50' R/W - SIGN BY OWNER Povement Driveway - -- _ - ----- -- --- - - -- } GRAPHIC SCALE 20 a 10 20 40 6'-0" MAX 19.1it. comer concrete bridge Elevot)on= 726. 73 54-A-33A 54A-2-6A ZONED: RP ZONED: RP CITY OF WINCHESTER STAR FORT ESTATES HOA USE: OPEN SPACE 1 SITE DIMENSIONAL PLAN SCALE: 1" = 20.00' 1011 PENNSYLVANIA AVE WINCHESTER, VA 4x4 WD POST -T--\ � / (SET IN CONIC) f + 10" IOC 2x4 (ORIENTED il6 CAD 10" OC VERTICALLY) TYPICAL, PLAN (3) 2x4'S (ORIENTED i -4^" OC ',--r-4x4 WD POST N 12" ROUND 4 CONC FTG -� TYPICAL ELEVATION DUMPSTER SCREEN DETAIL -TYPE 'B' NO SCALE 11-C'c / 'In" nn FENCE DETAIL- TYP- .(.a;.-., END CORNERS No scams NEW 2" BITUMINOUS SURFACE COURSE NEW PRIME COAT NEW 8" BASE COURSE (COMPACTED) COMPACTED SUBGRADE )OD POST PARKING LOT 1x6 RIPPED TO PAVEMENT DETAIL 0 n L2 ( IN FEET ) 1 inch = 20 ft.. 54-A-34 ZONED: RP DAVID GOODE USE: RESIDENTIAL FINAL SITE PLAN I. tATP-k CURVE TABLE NO. DELTA CHORD BRG RADIUS LENGTH CHD LENGTH 1 65' 6 6 S 14'44 41 E 16.00 18. 17.34 _ C2 90'47 2 S 02'09 16 E _ 9.00' - 14.26� 12.82T C3^ 90'00 00 _ S 88'14-1 28 `-W 30.00' �47 12 _42.43 -- C4 18'15T46� - S 2T 1 30 W 15.00 �4.7-� 8'-- ,C- 6`---- TANGENT TABLE NO. DISTANCE BEARING T1 28 9999 S 47'32 59 E___ �S 47'32'59 "E T2 _ 28.99� T3 250.41 47'32 59 E T4 28.30' -S S 18'0-3 37 W_ T 11.49� S 18'03 S7�W FLUSH W/ BACK NO SCALE 1/4" R SEE PLAN FOR WIDTH 1 x6'S ® 10" OC FINISH GRADE 2x4 RAILS (3) (ORIENTED VERT) WATER EASEMENT DATA NO. DISTANCE BEARING T6 56.79 S 10'08 24 W T7 S 47'32'59" E__ _53.19' 4 ' N '14 E 4000 psi CONC. REINF. WITH 6x6 - W1.4xW1.4 WWF, OR FIBROUS REINFORCING R2" 4" CRUSHED STONE f'Ill <-}- COMPACTED SUBGRADE +Ii=11 CO ' 6' TAPER 4' CURB 6' TAPER Q CUT _ M '- _+ !-II `� �': TAPER CURB �Ijl THE BOTTOM OF THE CURB AND WITH RAMP, I - _T __ GUTTER MAY BE CONSTRUCTED CONCRETE SIDEWALK THIS AREA MAY BE 1=��=�I-�If=1fT= PARALLEL TO THE SLOPE OF TYP-�� CONCRETE AT THE -!.=='-ii� ii-i:!--!II _!it- H ! NO SCALE OPTION OF THE 6" 2' 0" SUBSURFACE COURSES PROVIDED SLOPE �, _ SLOPE �c CONTRACTOR A MINIMUM DEPTH OF 7" DN 1:12 a DN 1:12 IS MAINTAINED o n THIS CURB IS TO BE USED THIS ITEM MAY BE PRECAST OR WHEN DESIGN SPEED IS 40 CAST IN PLACE TYPICAL HANDICAP RAMP & CURB CUT - SCALE: i = 5' MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR CONCRETE TO BE CLASS A3 IF LESS IN DEVELOPED URBAN CAST IN PLACE, 4000 psi IF & SUBURBAN AREAS. PRECAST. VDOT STANDARD CURB AND GUTTER (CG-- EXISTING LEGEND NEW STORM SEWER MANHOLE = SANITARY SEWER MANHOLE N/A STORM SEWER -- - - - - -- SANITARY SEWER (ADJACENT TO NEW DOWNSPOUT(ADJACENT - SH C2 ONLY) • O CLEANOUT • C/o GATE VALVE ►� ❑ DROP INLET TREE SIDEWALK N/A SPOT ELEVATION X726.80 �qy FIRE HYDRANT THRUST BLOCK 4 POST INDICATOR VALVE PIV H HANDICAP PARKING SPACE 0 W/M WATER METER Oil PAVEMENT DRAINAGE DIRECTIONAL ARROW --� GENERAL NOTES: 1. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATION AS DETERMINED FROM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES WITHIN THE CONSTRUCTION LIMITS. LOCATIONS AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES FOR VERIFICATION OF UTILITY LOCATIONS. 2. ALL UTILITIES AND OTHER STRUCTURES DAMAGED AS A RESULT OF CONTRACTOR'S ACTIONS SHALL BE REPLACED AND/OR REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN THAT PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY GILBERT W. CLIFFORD & ASSOC., WINCHESTER, VIRGINIA. 4. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION AND FCSA SPECS. 5. DIMENSIONS TO CURB REFER TO FACE OF CURB. 6. SEE ARCH PLANS FOR DIMENSIONS ON BUILDINGS AND RELATIVE LOCATIONS BETWEEN NEW & EXISTING BUILDINGS. 7. DIMENSIONS TO BUILDINGS REFER TO EXTERIOR FACE OF BUILDING WALL 8. RAISE OR LOWER EXISTING MANHOLE, VALVE BOX, AND DROP INLET COVERS, ETC. AS NECESSARY TO PLACE COVERS FLUSH WITH FINISHED GRADE. 9. RESEED ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION PER SPECIFICATIONS. 10. WATER & SEWER EASEMENTS SHALL BE DEEDED TO FREDERICK COUNTY SANITATION AUTHORITY. 11. PROVIDE ONE HANDICAP PARKING SIGN AT EACH HANDICAP PARKING SPACE SHOWN. PROVIDE ONE ADDITIONAL SIGN IDENTIFYING VAN ACCESSIBLE SPACE. SIGNS SHALL BE METAL MOUNTED ON 4"x4' PRESSURE TREATED POSTS, BOTTOM OF SIGN TO BE 4'-0" ABOVE GROUND. LETTERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. LETTERS TO CONTRAST WITH BACKGROUND (BLUE LETTERS ON A WHITE BACKGROUND OR WHITE LETTERS ON A BLUE BACKGROUND). OWNER/DEVELOPER HCMF DEVELOPMENT CORPORATION 2965 COLONNADE DR. SUITE 200 ROANOKE, VIRGINIA 24018 (703) 774-4263 CONDITIONS FROM CONDITIONAL USE PERMIT #013-93: 1. A DETERMINATION OF WATER REQUIREMENTS MUST BE MADE AND ANY REQUIRED UPGRADE OR MODIFICATIONS MUST BE ADDRESSED DURING THE SITE PLAN PROCESS, 2, THE OWNER MUST MAINTAIN THE STREET SERVING THIS FACILITY FROM THE WINCHESTEW REDERICK COUNTY LINE INTO THE FACILITY. 3. A SITE PLAN FOR THIS FACILITY MUST BE SUBMITTED AND APPROVED PRIOR TO ANY CONSTRUCTION ON THIS FACILITY. 4. APPLICANT MUST COMPLY WITH ALL REQUIREMENTS OF THE STATE AND COUNTY CODES PERTAINING TO NURSING/CONVALESCENT HOMES AT ALL TIMES. MAGISTERIAL DISTRICT STONEWALL MAGISTERIAL DISTRICT ZONING OF PROPERTY ZONED RP (RESIDENTIAL PERFORMANCE) PROPERTY ID# 54- A- 32 ACREAGE OF PROPERTY SEE SHEET T1 FOR ACREAGE rjL'T H lj� 2 ROBERT B. OLIVER No 03543 APPROVED BY ZONING ADMINISTRATOR 'i )/IGATURE ATE ! ►O IMI �j i N i a 1 C:Zi z z�al A •O > vCL V Ck C V LAJ ca c: ry l �. � + f 6 c� e: M..... j 9 4 t- v Q as N 4» .� y Z^. 1 CID • � E- � W i z � Q C� U } < �-�- ... 0� LLJ Q orf V) 0 Q� Q a L ! r w- Z z 0 Z CD U r0 � w Occ w o Lr) z rn W o of a Q ai (i O� o! o� m. _..,I �-- ►-- j ( tY I I tr ; •v b ,� C1 01995 MILLS, OLIVER k M£88, INIC. 9440t001 1-1.00 LDL AA 14 J 14 DM NO SCALE N/1F PENN CENTRAL RAILROAD - 80' R/W 736~. - _ -- - --- -- ------ _ _ - - - _-------- _-,r---_..---------------------------------7i5---------------- 735- -` 734 -- _ 733 - - _ --731 _. _ - ------- ,------------ _-- -7 --- 29 - .. -- - - - - - - . ...- �.R PAD TAD -N 4278'58' ZT7 �.E - _ - - 124. _ •- -,- . _ � 54-A-32 F 730 --- - ZONED: RP , 5 I X. f�«* t X _ - -30A -- HEALTH EQUITY . RESOURCES "�, _ Aletal Shed RP g SF Z EQUITY RESOURCES N ;�.._ / G 7S STORM DRAIN LINE B :22 T83 64 7 7 6,27 27 J < - r* 727 $ 54-A-30 UNNAMED TRIBUTARY $'•` � 727�•.4 728. � g' PVC ` ,1., ___,�� m1 TO RED BUD RUN 00 DOWNSPOU , _ _ _ 4 ZONED: RP 10. 727 - - - - - -� sg �` 727,39 39 � - ��� � � 734 JAMES LUPTON SEACK + 28. 19 728 1l 727.39 ry. `� $ USE: RESIDENTIAL - 3 72 7 7 `. SEE GRADING AND Gra ss NEW BUILDING ADDITION ' ; x--- DRAINAGE NOTE 3Anho=-EC28. -LIN - f t °a u \ 7 734 727 s sf ti ca�N r pcfr .'q�# ��ot 48 1 c3+ 7, 18+ 729,. S 27,37 4 'I 2 $3 78 04 1 - , 7yo ,o . 7 727.3 39 " 6.941 1z o 6 PVC 0 2 DO 27 - 728 29, -3 s 728, 6 7 8 � 0£11 72 727. 9 }i Sii� �27 N � T61 1 y fin,{ I jib 114-1-130 ZONED: LR USE: SFD A O 3 I' `s V w 1 V SEE GRADING AND DRAINAGE NOTE 3 DROP INLET WITH GRATE 11011 111I1111liltl 111 i S 4277b1' W 5 . 0 0 s 22 `- - - - - - -- `1, S 422TOt' W - - PENNSYLVANIA AVENUE End 50' R/W PovementGrovel , Driveway VA comer concrete bridge Elevation¢ 726,73 54-A-33A 54A-2-6A ZONED: RP ZONED: RP CITY OF WINCHESTER STAR FORT ESTATES HOA USE: OPEN SPACE 1 COMPACTED SOIL TO PREVENT PIPING STAKED STRAW BALE 'tN;\�%��/ STRAW BALES STAKED WITH TWO STAKES PER BALE TWO INLET WITH GRATE STRAW BALE DROP INLET SEDIMENT FILTER mm^n i.11 c r >,.«'ru ^RATE STAKED STRAW BALE 3URLAP FABRIC---,_ r- / DROP INLET WITH GRATE BURIED BURLAP FABRIC BURLAP DROP INLET SEDIMENT FILTER NOTE: REFER TO VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR SPECIFIC APPLICATIONS AND FOR FURTHER DETAILS DROP INLET SEDIMENT FILTER /e w 1f1; ,h..l �.. o �- o cc VDOT #1 0, COARSE AGGREGATE c' GRAVEL CONSTRUCTION ENTRANCE SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN SCALE. 1" = 20.00' IS TB- INDICATES APPROXIMATE LOCATION OF TEST BORINGS. 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. 4" 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FAE CONSTRUCTION OF A SILT FENCE 19202' GRAPHIC SCALE L 0 10 20 40 ( IN FEET ) i inch _ 20 ft. 54-A-34 ZONED: RP DAVID GOODE USE: RESIDENTIAL EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. 2. INSTALL EROSION CONTROL PRACTICES AS SOON AS PRACTICAL THE DRAWINGS AN IN ANY ADDITI N N THE LOCATIONS SHOWN ON E D D 0 AL ( E L ON LOCATIONS DEEMED NECESSARY BY INSPECTORS OR LOCAL OFFICIALS. 3. EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL THE AREAS WHICH THEY SERVE HAVE STABILIZED 4. NO DISTURBED AREA SHALL BE DENUDED FOR MORE THAN 30 CALENDAR DAYS UNLESS OTHERWISE AUTHORIZED BY THE LAND CONSERVATION INSPECTOR OR HIS AGENT. 5. CONTRACTOR SHALL LOCATE THE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY TO ADAPT TO FIELD CONDITIONS. 6. ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES SHALL BE SEEDED FOR TEMPORARY VEGETATIVE COVER WITHIN 10 DAYS AFTER GRADING. 7. AT THE COMPLETION OF CONSTRUCTION, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEEDING. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED IN ACCORDANCE WITH NUMBER 3. ABOVE. 8. CONTRACTOR SHALL DEPOSIT ANY EXCESS FILL MATERIAL AT AN OFFSITE LOCATION IN ACCORDANCE WITH APPLICABLE LOCAL REGULATIONS. 9. CONTRACTOR SHALL ADHERE TO ALL PROVISIONS OF THE EROSION AND SEDIMENTATION CONTROL NARRATIVE INCLUDED WITH THE EROSION CONTROL SPECIFICATIONS. SCHEDULE OF DRAINAGE STRUCTURES STRUCTURE TYPE TOP/kIM ELEV. INV IN INV OUT A VDOT DI-3A 726.30 N/A 725.05 VDOT DI-3A 725.95 724.05 723.95 724.20 (8") STRUCTUF E LABEL C NOT USED VDOT MH-1 726,20 723.69 723.59 O EXIST CONC N/A N/A 723.37 RET WALL F� VDOT DI-7 726,24 724.60 724.57 VDOT MH-1 726.80 724.25 724.15 EXIST ONC N/A N/A 724.00 ITWALL EROSION CONTROL LEGEND SYMBOL DESCRIPTION STD. & SPEC. PS PERMANENT SEEDING 3.32 = SF SILT FENCE 3.05 CE CONSTRUCTION ENTRANCE 3.02 IP INLET PROTECTION 3.07 - -_ GRADING AND DRAINAGE NOTES: 1. CONTOUR INTERVAL = 1'-0" 2. GRADE ALL AREAS IN THE VICINITY OF STORM INLETS TO PROVIDE POSITIVE DRAINAGE TO THE INLET. 3. BREAK HOLE IN EXISTING CONCRETE RETAINING WALL AS REQUIRED TO EXTEND STORM DRAIN THROUGH WALL. CUT PIPE FLUSH WITH FACE OF WALL SEAL AROUND PIPE WITH BRICK AND/OR MORTAR. PAINT TO MATCH EXISTING WALL 4. SEE PROFILES, SH C4, FOR FURTHER INFORMATION REGARDING INVERT AND TOPAIM ELEVATIONS AND PIPE MATERIALS AND SIZES. 5. SET STRUCTURES A & B SO THAT THE EDGE(S) OF DRAINAGE GRATES ARE TIGHT AGAINST FACE(S) OF CURB. 6. AREAS OF NEW WORK ADJACENT TO BUILDINGS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS. DI-7, 7A, 7B IN THE EVENT THE INVERT 8-1- 8" j A = 4.-4� 12p-36„ PIPE) (12 OF THE OUTFALL PIPE IS �..---A B = 3-0 M 36 PIPE) ' - HIGHER THAN THE BOTTOM - A = 4'-10'* -10»(42 PIPE) OF THE STRUCTURE, THE 00 B = 3'-6" (42" PIPE) INVERT OF THE STRUCTURE - - - SHALL BE SHAPED WITH - CEMENT MORTAR TO PREVENT STANDING OR - co Q PONDING OF WATER IN - THE STRUCTURE. - -- - - - -- - °01 _. PLAN (COVER REMOVED) CONCRETE COVER PLAN (COVER REMOVED) CONCRETE COVER �l68, #78 OR �8 AGGREGATE - R ` 4" DEPTH X 6 WIDTH NO.68, NO.78 OR NO.8 AGGREGATE r- 4" DEPTH X 6" WIDTH PROVIDE STEPS WHEN "H" IS 0.5" CEMENT PLASTER COAT -' 4'-0" OR GREATER ---_ _ �-�� PROVIDE STEPS WHEN "H" IS < m 4'-0" OR GREATER - - _ Q 0.5" CEMENT PLASTER COAT -__ X-« _ � JJ 32"DIWEEP HOLE NTH > Y WEEP HOLE NTH 12" PLASTIC HARDWARE SEAL PIPES !N PLACE _ ' 12"XDIA 12" PL ST1C HARDWARE CHAMBER MAY BE PRECAST - - CLOTH 1 /4" MESH OR = WITH MORTAR CLOTH 0.25" MESH OR GALVANIZED STEEL WIRE, GALVANIZED STEEL WIRE, = MIN WIRE DIA 0.03 INCH, 4«+ I ` 14» MIN WIRE DIA 0.03 INCH, NUMBER 4 MESH HARDWARE NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE TO OUTSIDE OF STRUCTURE ' KEY 6X6-W5.5XW5.5 I . --J WELDED WIRE FABRIC 2" 1 2." SEAL PIPES IN PLACE oo� <• _ T}{ MORTAR SECTION CAST IN PLACE USE CLASS A-3 CONCRETE MAX DEPTH = 12'-8" PIPE SIZE 12" 15" 18" 24" 30" 36" 42" MIN DEPTH H 2--0" 2'-3 1/4" 2'-6 1/2 3'-1" 3'-7 1/2 4'-2" 4'-8 1/2" CUYDS NC 947 11.045 1.143 1.339 11.535 1.731 11,927 jD+8"+(2 X WALL THICKNES" HALF SECTION HALF SECTION BRICK PRECAST CONIC BLOCK X DIM DEPTH APPROX NO. BRICKS/FT 8" 0'-10' 200 12" 10'-16' 300 16" 16'-25' 400 Y DEPTH APPROX NO. DIM BLOCKS/8" 5" 0'-12' 10 10" 12'-25' 20 =0.362 CU YDS (12"-36" PIPE) INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) =0.410 CU YDS (42" PIPE) REINFORCED CONCRETE FOOTING MAY BE PRECAST OR CAST IN PLACE. TWO THE "H" DIMENSION SHOWN ON THE STANDARDS AND SHOWN ON THE PLANS WILL BE MEASURED UFTING HOOKS OF FABRICATOR'S DESIGN TO BE PROVIDED IN PRECAST FOOTING. FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. DI-7 -- NO GUTTER GENERAL NOTES INCREMENTS SHOWN ARE FOR INLETS WITHOUT PIPES. PIPE DISPLACEMENTS MUST BE DI-7A -- SINGLE GUTTER WHEN DROP INLET IS ON A GRADE DEDUCTED TO OBTAIN TRUE QUANTITIES. DI-78 -- DOUBLE GUTTER WHEN DROP INLET IS IN A SAG BETWEEN TWO GRADES FOOTINGS MAY BE ROUND OR SQUARE IN SHAPE. KEY IS TO BE 1" DEEP 'X WALL THE TYPE OF INLET DETAILED HEREON TO BE CONSTRUCTED WILL BE AT THE OPTION THICKNESS PLUS 1*. OF THE CONTRACTOR DROP INLET - VDOT ST'D DI-7. i_T N - 1 ROBERT B. OLIVER No. 03543 3j lot (1-i CI �- Zf Z Q O z �' z �w i °n x1 �jUl� ,cn Gl LLJ uj Qr-i LA- tV � � a � C) us�: C � d w C. y O =tis 2 C1 n2 � W z 0 0 CC U Q }- > J 0 z Q NW � r i^ V / W Z W (n � Ozo [] w M 0 � �' Q o L0 z rn o v rY a o r CL CL CL CO 2 C3 cn CD I -j �- �- W cr- �I b ao '� C 2 I 41995 MIL;.S, OUVER k WE88, INC. 9440=2I-1.00 to JA 14 5.29 Wn NO SCALE UNNAMED TRIBUTARY TO RED BUD RUN 114-1-130 ZONED: LR USE: SFD N/1F PENN CENTRAL RAILROAD - GO- R/W - - -- -- -- -- --- - __ _ Main rroc* . -- --- NEW 2" TAP, METER & VALVE, SEE FCSA STD DETAIL W-7. NEW GAS SERVICE BY GAS COMPANY FOR CONTINUATION INSIDE BLDG SEE SH P2 NEW 2Li" DOMESTIC WATER SUPPLY LINE ADD1110NAL 10' OF WATER DUMPSTER PAD N 422658' E �\ AND SEEASEMENT SCREENA�D �N 4227*010 E 124.85' � EDICATED ED TO FCSA 54- A- 32 Ex. T 8+Z3.e5- STA 8+79:69 54-A-30A ZONED: RP Shed Ex. Block / HEALTH EQUITY RESOURCES -' 4 Msto>+ sned ZONED. RP HEALTH EQUITY RESOURCES S - \ \ - SEE OTE 6, "NOTES THIS SHEET" 7 FCSA Q Sower & JWrter Esm't i R 458 - P 10 F. ��` Rim- 728.84 FCSA TO MAKE TAP AND -�10.00 NEW 6" SPRINK R ��� ��,; # 7 . ,� Mr .lOuts1718 89 9.0111 INSTALL SHORT STUB E� ASK r,.w �5 ...._�_,�_ _-• .. SUPPLY UNE 1STA 964`92 _SEW LOCATION, RELOCATED r--------.- V, Am i-24 Ex One Story I Frome SuNdIng I� i FIN. FL-728.06 1R. 01 STA C 1�11 C ( 13 1 � - - - o Ex. Gravel Area -" 1 L - J L-APPROX LO EXIS' 01 '#ATER SER� CE c.o. Tb COTTAGE 'A' VERIF 1 Ex. One Story Cowered �j` Frome BuRding Conc. Porch] I 11 EW ,L T10N, 175 t (NTS) APPROX LOC EXIST 4" I WATER E ;ATION EXIST �1 SAN SEWER SERVICE ! � /j -- -- - -------- S�A 11 FiRE HYDRANT - - - - - LATERAL----� 11 Covered r "-1 ("�'� .... _ J Al' END PUBLIC WATER Conc. Porch 14- '7 1- - - - __ J I MAIN. BEGIN EXIST ii i Wbter Meter SERVICE LINE -\ vou! S 27r01' 0 WATER MAIN QVNED- Y T L _EXIST 1 L'2" WATER CITY OF WiNCHESTER PUBUC SERVICE LINE PENNSYLVAiA AVENUE NEW WATER METER WORKS DEPARTMENT- , ON EXIST SERVICE LiNE 50411R/W TO COTTAGE "A". FIELD VERIFY SIZE. End STA �2+26 Pavement Grove/ 1 ` 1 Driveway 34' A NEW SAN SEWER MH RIM 727.38 iNV IN 718.28 INV OUT 718.23 NEW LOCATION, RELOCATED WATER METER CON-I�EXIST SERVICE LINE NEW 24" CONC CASING (72 L. NEW 12" DUCTILE IRON SAN SAER (82 L.F.) NEW SAN SEWER MH RIM 724.98 (MATCH EXIST GRA ) INV IN 717.23 M INV IN 718.00 (4" SERVICE LATERAL) INV OUT 717.18� S 4227101 " iN 1 54-A-30 ZONED: RP JAMES LUPTON USE: RESIDENTIAL ----- - ----------------- ---- i�� -�-_ GRAPH1C SCALE 20 0 10 20 40 80 45 �> M. Corner g �� con rwte brldgs - " ��� �o •� E1ewtbn-726.73 Rim=723. a3 Mv. =716.68 �t s� 54-A-33A .ram 54A-2-6A ZONED: RP ZONED: RP CiTY OF NNCHESTER STAR FORT ESTATES HOA USE: OPEN SPACE 1 WEER LINE RELOCATION NOTES: 1. ABANDON AND REMOVE EXISTING 12' TRANSITE WATER LINE (FIELD VERIFY PIPING MATERIAL). 2. CONNECT NEW D.I. PIPE TO EXISTING TRANSITS PIPE NTH COMPRESSION COUPLING, ROMAC STYLE 501 OR FCSA APPROVED EQUAL. INSTALL COUPLING PER MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE THRUST BLOCKS AT ALL BENDS, SERVICE LATERALS AND CONNECTIONS TO EXISTING PIPING. 4. LAY NEW WATER LINE, TEST AND DISINFECT. CONNECT TO EXISTING MAIN AS A LAST STEP iN RELOCATION PROCESS TO MINIMIZE DOWN TiME ON EXIST MAIN. 5. COORDINATE WORK WITH FREDERICK COUNTY SANITATION AUTHORITY (FCSA). PERFORM ALL WORK IN ACCORDANCE WITH FCSA SPECIFICATIONS GUIDELINES AND RECOMMENDATIONS. 6. AT BENDS REQUIRING 2 FITTINGS [STA 9+94: 10+73: 11+26: 12+26] ONE FITTING SHALL BE MJxMJ AND THE OTHER SHALL BE MJXPE (PLAIN END). THE PLAIN END OF ONE FITTING SHALL BE PLACED INTO THE MJ END OF THE OTHER. ALL FITTINGS SHALL BE RETAINED BY MEGALUGS. MJ MJ MJ PE SEE FCSA STD DETAIL W-4 VALVE BOX INSTALLATION SITE UTILITIES PLAN SCALE: 1" = 20.00' NOTES: 1. REMOVE EXIST 12" SEWER PIPE AS REQUIRED TO INSTALL NEW MANHOLES AND DUCTILE IRON PIPE. 2. INSTALL NEW D.I. PIPE INSIDE CONCRETE CASING. CASING TO EXTEND MINIMUM 20' PAST FACE OF NEW COTTAGE ADDITION. DUCTILE IRON TO RUN FROM NEW MANHOLE A TO NEW MANHOLE B. 3. ARRANGE SEQUENCE OF CONSTRUCTION TO MINIMIZE AMOUNT OF TIME NORMAL GRAVITY FLOW OF SEWER IS INTERRUPTED. 4. PROVIDE PUMPING EQUIPMENT, TEMPORARY PIPELINES, ETC. AS REQUIRED TO MAINTAIN FLOW OF SANITARY SEWER AROUND AREA OF WORK. PUMP SEWAGE FROM MANHOLE C TO MANHOLE D IN ACCORDANCE WITH APPLICABLE HEALTH DEPARTMENT REGULATIONS. CONTACT FREDERICK COUNTY SANITATION AUTHORITY (FCSA) FOR ESTIMATED FLOW RATE OF SEWAGE. PROVIDE PUMPING SYSTEM CAPABLE OF HANDLING 2.5 TIMES THE ESTIMATED FLOW UNLESS OTHERWISE SPECIFIED BY HEALTH DEPARTMENT REGULATIONS OR FCSA OFFICIALS. 5. COORDINATE WORK ON SEWER MAIN WITH FCSA. PERFORM WORK IN ACCORDANCE NTH FCSA SPECIFICATIONS, GUIDEUNES AND RECOMMENDATIONS. 6. TAKE SPECIAL CARE TO OBTAIN SPECIFIED COMPACTION SINCE THE BACKFILL OVER THE SEWER UNE WILL SUPPORT PORTIONS OF THE COTTAGE ADDITION. SEE FCSA STD DETAIL S-4 AND FCSA STD CLEANOUT DETAIL SANITARY SEWER LATERAL ( IN FEET ) I inch = 20 it. 54-A-34 ZONED: RP DAVID GOODE USE: RESIDENTIAL SEE FCSA STD DETAIL W-5 FIRE HYDRANT INSTALLATION C C NOTES THIS SHEET: L210. 1, TAPS ON EXIST FREDERICK COUNTY SANITATION AUTHORITY RRE DEPARTMENT CONNECTIONS TO SPRINKLER SYSTEM (SIAMESE (FCSA) WATER MAIN WiLL BE PERFORMED BY FCSA. CONTRACTOR CONNECTIONS) SHALL BE LOCATED WITHIN 5' HORIZONTALLY OF SHALL BE RESPONSIBLE FOR ALL WORK DOWNSTREAM OF TAP SPRINKLER SERVICE LiNE ENTRANCE INTO BUILDING (NOT INCLUDING VALVE AND METER BOX. SERVICE CONNECTIONS TO NEW SHOWN FOR CLARITY). RELOCATED WATER UNE SHALL BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH FCSA SPECIFICATIONS. 2 11. DURING CONSTRUCTION ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TiMES. 2. WATER AND SEWER UNES ARE TO BE CONSTRUCTED IN ACCORDANCE NTH THESE PLANS. THE LINES SHALL ADD111ONALLY MEET ALL REQUIREMENTS 2 12. NO FiRE PROTECTION IS TO BE TAKEN OUT OF SERVICE WITHOUT OF THE FREDERICK COUNTY SANITATION AUTHORITY. NOTIFICATION OF THE FIRE MARSHALL'S OFFICE. THIS INCLUDES EXISTING SPRINKLER SYSTEM, ALARM SYSTEMS, HYDRANTS, 3. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION EXITS, ETC. BY, THE FCSA. 4. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED NTH THE AUTHORITY'S ASSISTANT ENGINEER. 5. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD NO. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED SEE FCSA STD DETAIL W-7. 6. INSTALL RELOCATED WATERLINE FROM STA 8+73.65 + STA 9+94.74 A MIN OF 10' CLEAR FROM EXIST SANITARY SEWER REMOVE AND DISPOSE OF EXIST WATERLINE. 7. SEE THE APPENDIX ATTACHED TO THE BACK OF DIVISION 2 SPECIFICATIONS FOR FCSA STANDARD DETAILS. 8. EXISTING WATER SERVICE LINE TO BE REMOVED WHERE INDICATED. REMOVE EXISTING WATER METER AND BOX FOR REINSTALLATION WHERE INDICATED. VERIFY LOCATION OF EXISTING FEATURES. PROVIDE: NEW DOMESTIC SERVICE UNE WHERE INDICATED, SiZE TO MATCH EXISTING. CONNECT METER TO NEW SERVICE UNE AND CONNECT NEW SERVICE UNE TO REMAINING PORTION OF EXISTING SERVICE UNE AS INDICATED. (FOR BIDDING PURPOSES, ASSUME 3,/4" SERVICE UNE AND 5/8" METER) 9. REMOVE INDICATED PORTION OF EXISTING SANITARY SEWER LATERAL. CONNECT NEW 4" LATERAL TO REMAINING PORTION OF EXISTING LATERAL AND PROVIDE NEW CLEANOUT IF NONE EXISTS. INSTALL NEW LATERAL AT CONSTANT SLOPE (2.08% MIN) AND TiE INTO NEW MANHOLE A. SEE FCSA STD DETAIL 4.1 TRENCH & BEDDING DETAIL GATE VALVE WIT} POST INDICATOR VALVE SIZE +12" 1 CONCRETE PAD GATE VALVE INSTALLATION NO SCALE (WITH INDICATOR POST 45' MAX ..11 • • f.9J1YiL/��� • � %a/��� NOTE: CONCRETE SHALL NOT BE POURED ON JOINTS, LIMITING FLEXIBILITY. ALL TEES, BENDS,PLUGS AND CAPS SHALL BE ANCHORED WITH THRUST BLOCKS. THRUST BLOCK (HORIZONTAL & VERTICAL BENDS) N.T.S. 1r�" EXP JT MAT FILL W/ SAND 45' MAX NT SEALANT RRiER PiPE �- CONCRETE CASING 4" 2" SECTION A -A "mr-m �, �PPORTS AND SPACERS (SEE NOTE BELOW) DC ALONG CASING LENC,TN 12" DiA CARRIER PIP Ir J 11z" EXP JT MATERIAL AND JOINT SEALANT 4000 psi CONCRETE, 4" THICK, MIN. LEAVE 2" 24" DIA. CASING PIPE BETWEEN END OF CASING FILL W/ PIPE AND OUTSIDE FACE SAND OF CONCRETE SEAL SECTION AT MID -LENGTH CONCRETE END SEAL CONTRACTOR HAS THE OPTION OF USING "SPIDER SUPPORTS AND SPACERS" MANUF BY SPIDER MANUFACTURING, DURHAM, N.C. OR FCSA APPROVED EQUAL. SPACING AND INSTALLATION Qc- PER MANUF RECOMMEND. TH PIPELINE CASING DETAIL NO SCALE " ROBERT B. OLIVER No. t , 03543 2 IC" rn, y jj �I fLCE41i I ks i m Z Z s? C" 0 • Orr Cn i A ILncv O co C)I Q c.3 C-) w�ZE�lLLj U 0:� o C CQ i �.....� r.Y U t:=a w C n� Q �1 W 4z � e� a > rM A � C9 E- V! < Z 0< 0 � < (W 4.Ir� V) Z LLJ z z 0 0 n w W C) � 0 c u7 z � rn A Q 2 It v° CLI a 0 ©� 0 ml � b �o� o L1J I-- Q Q 0 z < Q Q.. Ld LiJ LLB V) I--- >- I` < L.Li Z F- <C Cn CO CD 1995 WILLS. OUVi R k Vk%, INC. 944000W 1-1.00 '_DL ,AAJ 14 5, 26 prn C3 775 765 755 745 735 725 715 705 695 685 675 10+00.00 10+ 50.00 PROFILE - SANITARY SEWER SCALE: 1" = 20' HORIZ 1" = 10' VERT SEE FCSA STD DETAIL S-1 SANITARY SEWER PRECAST STANDARD MANHOLE 775 765 755 745 735 725 715 705 695 685 675 11 + 00.00 NOTES}r 10+ 00.00 10+ 50.00 S3�L 1. PROVIDE PRECAST MANHOLE WITH DI-1 MK2 FLATTOP AS MANUFACTURED BY CONCRETE PIPE & PRODUCTS OR APPROVED EQUAL. 2. PIPE MATERIALS SHALL BE AS INDICATED ON THE PROFILE (NO CONTRACTOR'S OPTION ON THIS SEWER). 3. ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. 775 765 755 745 735 725 715 685 675 11 +00.00 11 +50.00 12+ 00.00 PROFILE -- STORM SEWER LINE A SCALE: 1" = 20' HORIZ 1" = 10' VERT 775 765 755 745 735 725 715 705 695 675 12+50.00 10+00.00 10+50.00 11 +00.00 11 +50.00 12+00.00 NOTES, 1. PROVIDE PRECAST MANHOLE WITH DI-1 MK2 PROFILE - STORM SEWER LINE B FLATTOP AS MANUFACTURED BY CONCRETE PIPE & PRODUCTS OR APPROVED EQUAL. SCALE: 1" = 20' HORIZ 1" = 10' VERT 2. PIPE MATERIALS SHALL BE AS INDICATED ON THE PROFILE (NO CONTRACTOR'S OPT10N ON THIS SEWER). 3. ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. 8+00.00 8+50.00 11 +50.00 12+00.00 12+50.00 9+00.00 9+ 50.00 10+00.00 10+50.00 PROFILE - RELOCATED WATER LINE SCALE: 1" = 20' HORIZ 1" = 10' VERT 11 +00.00 NOTES: IF FITTINGS LISTED FOR HORIZONTAL PIPE DEFLECTIONS DO NOT MAKE UP THE COMPLETE DEFLECTION, THE REMAINDER OF THE DEFLECTION SHALL BE MADE COMPLETE DEFLECTION, THE REMAINDER OF THE DEFLECTION SHALL BE MADE BY PIPE JOINT DEFLECTIONS. DEFLECTIONS SHALL BE WITHIN MANUFACTURER SPECIFIED ACCEPTABLE LIMITS. 13+ 00.00 00 ROBERT B. OLIVER cn No. 03543 i y Q o v c� o z �o At Ln �o .c� n FCO U d n l W W C b c:e v a � o \ W :v N G� a acv 1 C�3 P -4 o L1 z C�' Z 0 Q Of � U > 0 :D z 0 W < cr- (n 0orf z LiJ Q z z 0 z o C OW Q U- o z � o lt ctQ ce o � L a. (L O ; 0 0I m w Li. O C) z Q V) Q W W 01996 WI S. OUVER k KEIR, iNC. 944000041=2U.DO WE MAY 24 2 14 pm C4 I FINISHED GRADE FOR RHODODENDRONS, AZALEAS, CAMELLIAS SEE NOTE BELOW-______ 'RUNE PROPORTIONALLY TO COMPENSATE 'OR REDUCTION OF ROOTS AND TO PROMOTE JATURAL CHARACTER OF GROWTH, HOWEVER, 'LANT SHALL BE THE SIZE SPECIFIED AFTER 'RUNING HAS BEEN ACCOMPLISHED. )0 NOT REMOVE BURLAP FROM BALL A" 1,It If f-U ---_ _ SAUCER 3" HIGHER THAN PLANTING GRADE FINISHED GRADE SHRUB SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE PLANTING SOIL TO BE WORKED —UP SOIL DUG FROM THE PLANTING HOLE _ CUT ROOTS AS NECESSARY IN CONTAINERIZED PLANTS THAT ARE POT BOUND SUBSOIL BROKEN WITH PICK 2'-0" GREATER THAN WIDTH OF BALL .EAS, RHODODENDRONS, 7LI AS, PLANTED WITH f 0 1/3 OF ROOT BALL /E ORIGINAL GRADE 'OSED GRADE EXISTING GRADE NOTES: SHRUBS SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE. PLANT AZALEAS, RHODODENDRONS, AND CAMELLIAS HIGH 1/2 TO 1/3 OF BALL ABOVE THE GROUND: BRING SOIL UP TO AND COVER THE EXPOSES BALL TYPICAL SHRUB PLANTING DETAILS NO SCALE SEE PLAN &PLANT LIST FOR TYPE SIZE AND QUANTITY 2 SHRUB TO BEAR SAME RELATIONSHIP TO NEW GRADE AS TO PREVIOUS EXISTING GRADE SAUCER 3" HIGHE THAN PLANTING C LOOPS OF RUBBER GARDEN HOSE �. 12 GAUGE GALVANIZED WIRE MULCH — 2" X 2" X 36" STAKES DISH GRADE )OSEN AROUND TRUNK BUT 'AVE BURLAP ON BALL JT ROOTS AS NECESSARY IN CONTAINERIZED _ANTS THAT HAVE CIRCLING ROOTS to �JBSOIL BROKEN WITH PICK 2'-0" GREATER THAN WIDTH OF BALL TYPICAL PINE TREE PLANTING NO SCALE SEE PLAN & PLANT LIST FOR TYPE SIZE AND QUANTITY N/F PENN CENTRAL RAILROAD -- 60' R/W -- - —-------- -- ------ - - -- --�--Alone rrodc _ \ N 4227'01' E 124.85' T — � Ex 1 1 Shed I E _ Block L — 4 Metal Shed 1 1 I 1W —_6T —— — — — — — — — ---- mass �I i i Ex. One Story — � Frame Md1n (� LtdFIN. FL-728.06 I 1 Ib 3 1 ° 1 _ m x. Grave eo ` 1 ---J — — — Ell �I Ex One Story Cowered r 1 Frame Building Conc. Porcnl I EXIST � � I !out r-----. 1 j Aft Ah -j �--ViMeter L _ - J _ S 4227'01' W PENNSYLVANIA AVENU 1 50' R/W GRAPHIC SCALE NOTE: MULCH BEDS @ PLANT 20 0 t0 20 40 e0 CLUSTERS TO BE CONTINUOUS A LANDSCAPE PLAN 1 inch = 20 M 1 "=20'--O" PLANT LIST KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY COND T1 PINUS STROBUS WHITE PINE 6'-8' 5 B&B T2 CERCUS CANADENSIS AMERICAN REDBUD 5'-6' 3 B&B T3 ACER SACCHARUM SUGAR MAPLE 2"-2Vz" CAL 3 B&B T4 ACER RUBRUM RED MAPLE 11t"-2" CAL 4 B&B T5 GLEDITSIA TRIANCANTLOS INERMIS THORNLESS HONEY LOCUST 2"-2V' * CAL 3 B&B S1 PICEA GLAUCA ALSERTIANA DWARF ALBERTA SPRUCE 30"-36" 9 BI&B/CAN S2 BUXUS SEMPERVIRENS AMERICAN BOXWOOD 36"-42" 21 B&B S3 ILEX NELLIE R. STEVENS NELLIE STEVENS HOLLY 4'-4$1' 5 B&B S4 ILEX CRENATA HELLERI DWARF JAPANESE HOLLY 18"-24" 13 CAN S5 BERBERIS THUNBERGiI CRIMSON PYGMY DWARF RED BARBERRY 15"-18" 59 CAN S6 AZALEA GABLE STEWARTSTONIAN AZALEA 18"-24" 113 B&S/CAN S7 TAXUS BACCATA REPANDENS ENGLISH YEW 18"-24" 22 B&B S8 PHOTINIA FRASERI RED PHOTINIA 30"-36" 53 B&B/CAN SAUCER 3 HIGHER THAN PLANTING GRADE _ Ex. Coed Ex c. Sidewalk _ _ Concrete Porch � - 1 Ex. One story i Frame . 1 I Ni RULDING11 FIN. FL"718 1 Cotto4e onc, ,m Stoop z ,o End-,_ Grovel Driveway S 42127'01 W (3) LOOPS OF RUBBER GARDEN HOSE TWISTED GALVANIZED WIRE, NO. 12 GUAGE (3) — 2" X 2" X 8' STAKES TRUNK WRAPPING MATERIAL 4" MULCH FINISH GRADE TREE SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE LOOSEN AROUND TRUNK BUT LEAVE BURLAP ON BALL CUT ROOTS AS NECESSARY IN CONTAINERIZED PLANTS THAT HAVE CIRCLING ROOTS SUBSOIL BROKEN WITH PICK 2'-0" GREATER THAN WIDTH OF BALL TYPICAL TREE PLANTING DETAIL NO SCALE SEE PLAN & PLANT LIST FOR TYPE SIZE AND QUANTITY 152.02' '�` ICI "�`•'' �� rn 41 E' W f�..wU U-) cv ` as C 0 z 'S Q, I a� 0 V) S w r z o m ON � o Uco �o n u� � d as w tv b a� N a V� CQ CID�^ CQ E= W ry z oQ F-- U Q �--- o z c� LLi Q ry I) ry z L.LJ Q 0 >= t— z z oz� U LLJ r o Imo- LL_ o � z 1 ¢ rn A Z C.4 c0 N W1 i tY I of WI 'd W U � A A U d LLi a 1995 viu ;, ouVER k %EBB, INC_ 944A.001 1-240.00 JCA. JM 25 tan am INDEX OF DRAWINGS A T1 TITLE SHEET Cl SITE DIMENSIONAL PLAN C2 SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN jk 1) 1) 1 mr 10 f4 S A 14 1) 13 E 14 ID ki )k T I ID 14 s C3 SITE UTILITIES PLAN (WATER, SANITARY SEWER AND GAS) C4 SITE DETAILS AND PROFILES L1 SITE LANDSCAPING PLAN 7 'V Al DEMOLITION & NEW WORK PLANS — MAIN BUILDING r 0 w-aI4 !ILE ERS AE ULmr I:ARE A2 DEMOLITION & NEW WORK PLANS -- COTTAGE "A"&"B" A3 ENLARGED PLANS A4 DOOR, FINISH AND WINDOW SCHEDULES, HEAD AND JAMB DETAILS A5 ELEVATIONS — MAIN BUILDING A6 SECTIONS AND DETAILS FSE1 KITCHEN EQUIPMENT PLANS S1 FOUNDATION PLAN, SECTIONS, DETAILS & NOTES S2 ROOF FRAMING PLAN, SECTIONS & DETAILS S3 SECTIONS & DETAILS FREDERICK COUNTY VIRGINIA P1 PLUMBING LEGEND, SCHEDULES & DETAILS P2 PLUMBING PLANS M1 MECHANICAL LEGEND & SCHEDULES M2 MECHANICAL DEMOLITION PLANS M3 MECHANICAL NEW WORK PLANS E1 ELECTRICAL LEGEND SCHEDULES AND DETAILS AILS E2 DEMOLITION AND NEW WORK PLANS E3 LIGHTING AND POWER & SIGNAL PLANS — MAIN BUILDING HUD PROJECT NUMBERm 051■� 43135 E4 ENLARGED PLAN AND DETAILS ■ E5 RISER DIAGRAMS PROJECT " VICINITY MAP DESCRIPTION SITE DATUM y =- FINAE SITE PLAT � % g 1.6 ACRES 69,760 SQ FT } .�� �� r ,1, DAT PARKINGLS, OLIFI-4"v & WEBB r ■ INC. PARKING SPACES REQ'D — 1 PER 3 BEDROOMSMIL ARCHITECT b ■ 45 BEDROOMS / 3 = 15 SPACES REQ'D xd67. DISABLED SPACES REQ'D = 1 SIGNATURE: DATE: PARKING SPACES PROVIDED = 15 DISABLED PARKING SPACES PROVIDED = 2 vv HC DE L Op NT CORP yo TOTAL PARKING SPACES PROVIDED = 17 �►,. : o �� ••• °- • " r J SIGNATURE: DATE: BEDS r u �0 EXIST MAIN BLDG: (6) 1—BED ROOMS = 6 BEDS `; .L� `• ir- , . ~. �f,` _ , . , % ■ EXIST MAIN BLDG: (14)2—BED ROOMS =28 BEDS LIFLANMAIN ADDITION: (2) 1—BED ROOMS = 2 BEDS _ l''�► jjjjjj (ifs// 1 r 4 FI" h �w a s a ,/ lf ■ MAIN ADDITION: (11)2—BED ROOMS =22 BEDS c� #- '�`'' ' SIGNATURE: DATE: EXIST COTTAGE 'A': (2) 1-BED ROOMS = 2 BEDS j ~r%� EXIST COTTAGE 'A: (1) 2—BED ROOM = 2 BEDS '' • r f f J '_ , - • `h '� EXIST COTTAGE 'A' (1) 3—BED ROOMS = 3 BEDS '` � ' ,tn ' EXIST COTTAGE 'B'. (1) 1—BED ROOM = 1 BEDHIGHLA N.D MOR TP A GE EXIST COTTAGE B . (3) 2—BED ROOMS — 6 BEDS •' r. ■ COTTAGE ADDITION: (2) 1—BED ROOMS 2 BEDS COTTAGE ADDITION: _ fI SIGNATURE: DATE: (2) 2—BED ROOMS 4 BEDS ••ti k,L t. •fit ° TOTAL BEDS: 78 BEDSO-OR TC- A GE BUILDING CLASSIFICATION:HI(;HLAND m ■ ■ TYPE OF CONSTRUCTION: 58 UNPROTECTED (FULLY SPRINKLERED) SIGNATURE: DATE: USE GROUP: 11e4 y I CERTIFY, TO THE BEST OF MY KNOWLEDGE, THAT THESE DRAWING SPECIFICATIONS ARE IN COMPLIANCE ■ WITH ALL APPLICABLE BUILDING CODES AND HUD y Us S,. DEPT OF HOUSING & URBAN DE ■ MINIMUM PROPERTY TYSTANDARDS. /` �. 1 z`.4,: , � �� .� f•� � , 0 f� SIGNATURE: DATE: ROBERT L. MILLS, A.I.A. REVISIONS DATE NO DATE R BERT L. MILLS Z - CERTIFICATE No. � �. _�..,_ �,9440 ' ■ 1937 G� 7104` SET NO, AMBLER W. ' BB, tl �lt` r,0Rk' 1 B ku R _ k, ;K FICATE Nc No �� 4068 e'1543 M. �+?995 M .iS, QUYLR & W88, INC. 9440T001 11-96-00 LOB JUN '3 4:11 prt, UNNAMED TRIBUTARY TO RED BUD RUN 6'-0" MAX 114-1-130 ZONED: LR USE: SFD Q54-A-11 1 ZONED: B2 54-A-12 ZONED: M2 LESTER ELLIOT ESTATE SHOCKEY BROTHERS, INC. USE: RESIDENTIAL USE: INDUSTRIAL N/r PENN CENTRAL RAILROAD - 60' R/W Ir Mold Trade - - 10.00' N 4278'58' E 54-A-32 F Ex. I ` ZONED: RP Shed { Ex. ►lock HEALTH EQUITY RESOURCES 4 Aistd shed � Ex. Pavement -- -- -- - r 24. 72' 39,W' � x DUMPSTER PAD W 7REATED K100D ADD177ONAL 10' OF WATER S REEN ;ND SEWER EASEMENT iED1CATED TO FCSA N 42*2r0i" E 124.85' -- - - - �'k �"" - - I - �' -- -- - LOz N -- a; � 54-A-30A ZONED: RP S 6' HIGH TREATED WOOD FENCE - HEALTH EQUITY RESOURCES ui mWW CONIC PAD FOR DUMPSTER AND -I \ `,. TRUCK, 7' SLAB REINF W/ #4 0 10 EW. 54-A-30 ,• �� °p PLACE ON 8" CRUSHED AGGREGATE. �' ZONED: RP C14 d DAMES LUPTON 1• `� ! J USE: RESIDENTIAL ¢.00 ° 00 N " 6 Sp.ACES 9 • 4h.+ RAMP S .l i, S THIS SHEET Gq �z - 6g.96' 1Q.0 ' o 9 P AWWa D o � & cRp-tWAT�WI>ti I oo, 1Q� 3 Sp ACES 0 NEW 4' WALK NEW ��pC 9.0 2 NEW GATE 4' CHAIN '� i }iANDWC RA x__, LINK FENCE 7 L L Conc. Porch lr L_ ._ ._ ._ _ _,.! EXIST 20' FCSA EXIST SIGN, APPROX S'O o v, �, Q 1 , , , UTILITY EASEMENT 5 -0" HIGHx2'-6" WIDE Sri T i I rp S42 01'W PENNSYLVANIA AVENU / � End'-. nd � Gravel 1 50' Rf w SIGN BY OWNER / 7 \ Pavement Driveway i `B.M. oon+ef conc rote bridge Elevation-726.73 54-A-33A 54A-2-6A ZONED: RP ZONED: RP CITY OF WINCHESTER STAR FORT ESTATES HOA USE: OPEN SPACE 1 1 SITE DIMENSIONAL PLAN 6'-0" MAX SCALE: 1" = 2_0_ .0. 0' 1011 PENNSYLVANIA AVE ` 4x4 WD POST WINCHESTER, VA I (SET IN CONC� 1 ��10" IOC --� 2x4 (ORIENTED 71x6 @ 10" OC VERTICALLY) TYPICAL PLAN I (3) 2x4'S (ORIENTED 4 � , r% OC 4x4 WD POST N 12" ROUND CONIC FTG t TYPICAL ELEVATION DUMPSTER SCREEN DETAIL -TYPE 'B' NO SCALE 1 "r-,c 6..% l n" nr NEW 2" BITUMINOUS SURFACE COURSE NEW PRIME COAT NEW 8" BASE COURSE (COMPACTED) COMPACTED SUBGRADE )OD POST PARKING LOT 1x6 RIPPED TO PAVEMENT DETAIL A2 0 S 4277'01' W l.l... 4' CH AIN LINK FENCE GRAPHIC SCALE 0 0 10 20 40 5 ( IN FEET ) 1 inch = 20 1't. 54- A- 34 ZONED: RP DAVID GOODE USE: RESIDENTIAL tNAL SITE PLAiy ':-$` CURVE TABLE NO. DELTA CHORD BRIG RADIUS LENGTH CHD LENGTH 7-1- -- - 65'36 3S S 14'44 4 E _ 16.00 - _ 18.52 1 .34 C2_ 90'47 27 S 02'09 16 E 9.00 - 14.26 12.82 �- C3 90't10 00 S 28 W 30.00'- 47.12� 42.43' C4 -18'15�46 -1- S 27'11 36 W -- 15.00 _ -� -4-. -7-8 '-,C76-`-- TAN N T TABLE NO. DISTANCE BEARING 28.99 S 47'32 59 E _T1 T2 28,99' S 47'32`59 E _ 20.41' i S 47'32�59 E _T3 +28.30' 18'03'3�7" W _T4- T5 11.49 ----_--S 18'03T37 W FLUSH W/ BACK NO SCALE 1/4" R SEE PLAN FOR WIDTH 1 x6'S @ 10" OC 2x4 RAILS (3) (ORIENTED VERT) 1/2" FENCE DETAIL- TYP_ Qa.. END CORNERS NO SCALE WATER EASEMENT DATA NO. DISTANCE BEARING T6 56.79 S 24 W -T7 - 53.19' _ _10'08 S 47'32'59� E _-_ - . 4 _ -- N---- '14 3� E 4000 psi CONC. REINF. WITH 6x6 - W1.4xW1.4 WWF, OR FIBROUS REINFORCING 44 6 G FINISH \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ GRADE \\/�\\ \�///\�///\/i\�l\\�\\ •\\��\\%i\//\\/�\ R 2" 4" CRUSHED STONE-' II=, � -� COMPACTED SUBGRADE-���-li + 6' TAPER 4' CURB 6' TAPER TAPER CURB CUT _�ji'` �---THE BOTTOM OF THE CURB AND WITH RAMP, THIS AREA MAY BE_iIr-��_ PARALGUTTELEL TO BEAY CONSTRUCTEDONOP UOTED TYP CONCRETE SIDEWALK CONCRETE AT THE -'-111 -I l - I f] -11T t,M 11 SUBSURFACE COURSES PROVIDED NO SCALE OPTION OF THE 20-0" SLOPE �, SLOPE x CONTRACTOR 6" A MINIMUM DEPTH OF 7" DN 1:12 Q ON 1:12 3 !S MAINTAINED o 0 CO THIS CURB IS TO BE USED THIS ITEM MAY BE PRECAST OR WHEN DESIGN SPEED IS 40 CAST IN PLACE TYPICAL HANDICAP RAMP & SCALE: 1 " = 5' RB CUT - MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR CONCRETE TO BE CLASS A3 IF LESS IN DEVELOPED URBAN CAST IN PLACE, 4000 psi IF & SUBURBAN AREAS. PRECAST. VDOT STANDARD CURB AND GUTTER(C\G-6) NO SCALE EXISTING L E G E N D NEW STORM SEWER MANHOLE 0 = SANITARY SEWER MANHOLE • N/A STORM SEWER -- - - - - - -- SANITARY SEWER (ADJACENT TO NEW DOWNSPOUTBLDG - SH C2 ONLY) • O CLEANOUT • c/o GATE VALVE ►� ❑ DROP INLET TREE SIDEWALK N/A SPOT ELEVATION X726.80 _- y FIRE HYDRANT THRUST BLOCK 4 -- _ POST INDICATOR VALVE PIV H -� HANDICAP PARKING SPACE _ Q 0 W/M WATER METER E-P. PAVEMENT DRAINAGE DIRECTIONAL ARROW ---- FERAL NOTES: 1. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATION AS DETERMINED FROM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES WITHIN THE CONSTRUCTION LIMITS. LOCATIONS AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES FOR VERIFICATION OF UTILITY LOCATIONS. 2. ALL UTILITIES AND OTHER STRUCTURES DAMAGED AS A RESULT OF CONTRACTOR'S ACTIONS SHALL BE REPLACED AND/OR REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN THAT PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY GILBERT W. CLIFFORD & ASSOC., WINCHESTER, VIRGINIA. 4. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION AND FCSA SPECS. 5. DIMENSIONS TO CURB REFER TO FACE OF CURB. 6. SEE ARCH PLANS FOR DIMENSIONS ON BUILDINGS AND RELATIVE LOCATIONS BETWEEN NEW & EXISTING BUILDINGS. 7. DIMENSIONS TO BUILDINGS REFER TO EXTERIOR FACE OF BUILDING WALL 8. RAISE OR LOWER EXISTING MANHOLE, VALVE BOX, AND DROP INLET COVERS, ETC. AS NECESSARY TO PLACE COVERS FLUSH WITH FINISHED GRADE. 9. RESEED ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION PER SPECIFICATIONS. 10. WATER & SEWER EASEMENTS SHALL BE DEEDED TO FREDERICK COUNTY SANITATION AUTHORITY. 11. PROVIDE ONE HANDICAP PARKING SIGN AT EACH HANDICAP PARKING SPACE SHOWN. PROVIDE ONE ADDITIONAL SIGN IDENTIFYING VAN ACCESSIBLE SPACE. SIGNS SHALL BE METAL MOUNTED ON 4"x4" PRESSURE TREATED POSTS, BOTTOM OF SIGN TO BE 4'-0" ABOVE GROUND. LETTERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RA110 BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. LETTERS TO CONTRAST WITH BACKGROUND (BLUE LETTERS ON A WHITE BACKGROUND OR WHITE LETTERS ON A BLUE BACKGROUND). OWNER/DEVELOPER HCMF DEVELOPMENT CORPORATION 2965 COLONNADE DR. SUITE 200 ROANOKE, VIRGINIA 24018 (703) 774-4293 CONDITIONS FROM CONDITIONAL USE PERMIT #013--93: 1. A DETERMINATION OF WATER REQUIREMENTS MUST BE MADE AND ANY REQUIRED UPGRADE OR MODIFICATIONS MUST BE ADDRESSED DURING THE SITE PLAN PROCESS. 2. THE OWNER MUST MAINTAIN THE STREET SERVING THIS FACILITY FROM THE WMNCHESTER/FREDERICK COUNTY LINE INTO THE FACILITY. 3. A SITE PLAN FOR THIS FACILITY MUST BE SUBMITTED AND APPROVED PRIOR TO ANY CONSTRUCTION ON THIS FACILITY. 4. APPLICANT MUST COMPLY WITH ALL REQUIREMENTS OF THE STATE AND COUNTY CODES PERTAINING TO NURSING/CONVALESCENT HOMES AT ALLMES. MAGISTERIAL DISTRICT STONEWALL MAGISTERIAL DISTRICT ZONING OF PROPERTY ZONED RP (RESIDENTIAL PERFORMANCE) PROPERTY ID# 54- A- 32 ACREAGE OF PROPERTY SEE SHEET T1 FOR ACREAGE TH ROBERT B. 11VER No. 03543 APPROVED BY ZONING ADMINISTRATOR t SIGNATUR VAE i � CJl a .4t in W 11V ti c>s c� a �Cq C LiJ 0 > > ...,.1 0 Ld z LJ in r,) 0 z z 0za 11-7 > Cam., LJ w 00 Q < �--. W � 6 u") z m Q � v i I oor- cr- b � b v n� Cu tw U �. Q z 0 z Lit 0 LLj 01995 MILLS, OUVFR & *BB, INC. 94400001 1-1,00 !Dt JA 14 7,14 pm, �V / 1+ •+-•-TB3 �. J I VRM U![I�il`I LIfVL D �' ..� I / :26 . 24 ,f T �✓ '�?9 7 7 t ` _ 6.27 27 J , - UNNAMED TRIBUTARY �Qk 727,4 f 728. 727.8 - 6' PVC '' 54-A-30 TO RED BUD RUN 10 00' 727 - k+ i ZONED: RP 727 39 27COLLECTOR 727.39 , 734 sg JAMES LUPTON 28. 19 728. ii 727. 39 �� $ USE: RESIDENTIAL ?. �;.. a, 727. 7�7 67 SEE GRADING AND NEW BUILDING ADDI110'.� DRAINAGE NOTE 3 WE 728. ..r �`` . �- 4 730 F: I m H - w i ..s :=�3,� IW:a�, � w 727 , a I '' 27 1 7 `- , 48 ' 1 , , t+I, 72 99 r 727.37 l 27.01 • F� ► ,� �, 7 72713 0 39 6" PVC 6. 94 1 �A 29. 728, 7 8, 06� D0 27 728 3 , 1 TB1 72° 727. 9 ;� _." ` ��� 727. N 1 r- - 6" PVC o �k �o 1 SF DOWNSPOUT COLLECTOR Area r \27 , 36 8" PVo _ 114 -1-130 ► Ex. orre StoryL`-T 26.27 , 36 DOWNSF�:pR ��126 - A- , 26 , 0 COL 1 ZONED: LR I Frame 8 dIn9 I� Covered -- USE: SFD fIN. FL=72�06 to I 726 , Si: (Ilk RAMP_W/_�R_ Co"crate orch �_. - Eo 726 727, 39 726, 0 5 , 9 +_ -t 3 6.25 - - - - - lCvvvre-d " aW i-�-- 7 7 726 . 0 25 . 8 .�. Ex. Conc. Romp Porch _ -- Ex One story Y 1 Ex. Gravel Area I 72S - - N Frame 83p 72 39 - . 726�23 75 N T85 FlN• •e• e cottag I 12 Ex One Story Fame OuNIAM,--- x, FIN, R=727.4 I- 26, 1 <<L_ Cottage 'A ` Ex One Story Covered 726,stoop G� Froma BA Conc. Porch 726.80 I. o STORM DRAIN LINE A 1 ; o f , Ch - Covered r _1 (- ` - -I 725 , 5 0 7 10 , 727 SEE GRADING AND Conc. Parch 1 L --- __J `' + DRAINAGE NOTE 3 / r tLn / p , CE 7 6 r-- _ S 4227'01' W 5 , 00 �: 22 ' _ _. _ _ _ •l S 427701" W _ _. - - -_ T -- PENNSYLVANIA AVENUE - - -- -- - - ` I End 50' R/W Pavement Gravel , Driveway 'A t 152.02' GRAPHIC SCALE ---- -- 72 - - - 20 0 10 20 40 DROP INLET WITH GRATE mqm� Ir caner concrete !►ridge Elevation= 726.73 54-A-33A ZONED: RP CITY OF WINCHESTER COMPACTED SOIL TO PREVENT PIPING STAKED STRAW BALE G a STRAW BALES STAKED WITH DROP INLET WITH GRATE TWO STAKES PER BALE STRAW BALE DROP INLET SEDIMENT FILTER r%o„o 111111 rr unTu ^RATE STAKED STRAW BALE 3URLAP FABRIC----, / -- v DROP INLET WITH GRATE - BURIED BURLAP FABRIC BURLAP DROP INLET SEDIMENT FILTER NOTE: REFER TO VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR SPECIFIC APPLICATIONS AND FOR FURTHER DETAILS DROP INLET SEDIMENT FILTER GF- ; 0 A �pR la G QJ 0 EaJ��� o0 6" MIN. O o0 O VDOT #1 - o COARSE AGGREGATE <D GRAVEL CONSTRUCTION ENTRANCE 54A-2-6A ZONED: RP STAR FORT ESTATES HOA USE: OPEN SPACE SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN SCALE: 1 = 20.00' TB- INDICATES APPROXIMATE LOCATION OF TEST BORINGS. 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. 4" 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FAE CONSTRUCTION OF A SILT FENCE IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN _ THE STRUCTURE. PROVIDE STEPS WHEN "H" IS m 4'-O" OR GREATER - CK Q > CHAMBER MAY BE PRECAST I ( IN FEET ) 1 inch = 20 ft. 54- A- 34 ZONED: RP DAVID GOOD£ USE: RESIDENTIAL B. . B _ 8w I._ A-- 'i PLAN (COVER REMOVED) c0 j ' 14 . 9 I I as f SECTION CAST IN PLACE USE CLASS A-3 CONCRETE MAX DEPTH = 12'-8" EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. 2. INSTALL EROSION CONTROL PRACTICES AS SOON AS PRACTICAL IN THE LOCATIONS SHOWN ON THE DRAWINGS AND IN ANY ADDITIONAL LOCATIONS DEEMED NECESSARY BY INSPECTORS OR LOCAL OFFICIALS. 3. EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL THE AREAS WHICH THEY SERVE HAVE STABILIZED 4. NO DISTURBED AREA SHALL BE DENUDED FOR MORE THAN 30 CALENDAR DAYS UNLESS OTHERWISE AUTHORIZED BY THE LAND CONSERVATION INSPECTOR OR HIS AGENT. 5. CONTRACTOR SHALL LOCATE THE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY TO ADAPT TO FIELD CONDITIONS. 6. ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES SHALL BE SEEDED FOR TEMPORARY VEGETATIVE COVER WITHIN 10 DAYS AFTER GRADING. 7. AT THE COMPLETION OF CONSTRUCTION, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEEDING. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED IN ACCORDANCE WITH NUMBER 3. ABOVE. 8. CONTRACTOR SHALL DEPOSIT ANY EXCESS FILL MATERIAL AT AN OFFSITE LOCATION IN ACCORDANCE WITH APPLICABLE LOCAL REGULATIONS. 9. CONTRACTOR SHALL ADHERE TO ALL PROVISIONS OF THE EROSION AND SEDIMENTATION CONTROL NARRATIVE INCLUDED WITH THE EROSION CONTROL SPECIFICATIONS. 80 A = 4'-4" 12"-36" PIPE B = 3'-0" �12"-36" PIPE A = 4'-10" (42" PIPE) B = 3'-6" (42" PIPE) CONCRETE COVER NO.68, NO.78 OR NO.8 AGGREGATE 4" DEPTH X 6" WIDTH 3" DIA WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1 /4" MESH OR GALVANIZED STEEL WIRE, MIN WIRE DIA 0.03 INCH, NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE PIPE SIZE 12" 15" 18" 24" 30" 36 42" MIN DEPTH H 2'-0" 2'-3 1/4" 2'-6 1/2 3'-1" 3'-7 1/2 4'-2" 4'-8 1/2" CU YDS CONC 947 1.045 1.143 1.339 11.5,35 1.731 1.927 INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) =0.362 CU YDS (12"-36" PIPE) =0.410 CU YDS (42" PIPE) REINFORCED CONCRETE FOOTING MAY BE PRECAST OR CAST IN PLACE. TWO LIFTING HOOKS OF FABRICATOR'S DESIGN TO BE PROVIDED IN PRECAST FOOTING. DI-7 -- NO GUTTER DI-7A -- SINGLE GUTTER WHEN DROP INLET IS ON A GRADE DI-78 -- DOUBLE GUTTER WHEN DROP INLET IS IN A SAG BETWEEN TWO GRADES THE TYPE OF INLET DETAILED HEREON TO BE CONSTRUCTED WILL BE AT THE OPTION OF THE CONTRACTOR DROP INLET - VDOT ST'D DI-7 NO Arc SCHEDULE OF DRAINAGE STRUCTURES STRUCTURE TYPE TOP/IRIM ELEV. INV IN INV OUT VDOT DI-3A 726.30 N/A 725.05 OVDOT DI-3A 725.95 724.05 723,95 724.20 (8") STRUCTLI E LABEL C NOT USED 0 VDOT MH-1 726.20 723.69 723.59 EXIST CONC N/A N/A 723.37 RET WALL OVDOT DI-7 726.24 724.60 724.57 OVDOT MH-1 726.80 724.25 724.15 H EXIST CONC N/A N/A 724.00 RET WALL EROSION CONTROL LEGEND SYMBOL DESCRIPTION STD. & SPEC. PS PERMANENT SEEDING 3.32 SF SILT FENCE 3.05 CE CONSTRUCTION ENTRANCE 3.02 IP INLET PROTECTION 3.07 00 PROVIDE STEPS WHEN "H" IS m i 4'-0" OR GREATER Q a 0.5" CEMENT PLASTER COAT -- X > IN 21 GRADING AND DRAINAGE NOTES: 1. CONTOUR INTERVAL 2. GRADE ALL AREAS IN THE VICINITY OF STORM INLETS TO PROVIDE POSITIVE DRAINAGE TO THE INLET. 3. BREAK HOLE IN EXISTING CONCRETE RETAINING WALL AS REQUIRED TO EXTEND STORM DRAIN THROUGH WALL. CUT PIPE FLUSH WITH FACE OF WALL. SEAL AROUND PIPE WITH BRICK AND/OR MORTAR. PAINT TO MATCH EXISTING WALL, 4. SEE PROFILES, SH C4, FOR FURTHER INFORMATION REGARDING INVERT AND TOPAIM ELEVATIONS AND PIPE MATERIALS AND SIZES. 5. SET STRUCTURES A & B SO THAT THE EDGE(S) OF DRAINAGE GRATES ARE TIGHT AGAINST FACE(S) OF CURB. 6. AREAS OF NEW WORK ADJACENT TO BUILDINGS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS. DI-7, 7A, 76 PLAN (COVER REMOVED) CONCRETE COVER S#68, #78 OR AGGREGATE - -�- 4" DEPTH X 6�WIDTH Y . • - _ _ 1i� oiili�l ■tee 6X6-W5.5XW5.5 WELDED WIRE FABRIC GENERAL NOTES 4" ! 1 4" 0.5" CEMENT PLASTER COAT 3" DIA WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 0.25" MESH OR GALVANIZED STEEL WIRE, MIN WIRE DIA 0.03 INCH, NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE " ( 41�\ SEAL PIPES IN PLACE "'-WITH MORTAR D+8""+(2 X WALL THICKX WALL THICKNESS HALF SECTION HALF SECTION BRICK PRECAST CONC BLOCK X DIM DEPTH APPROX NO. BRICKS/FT 8" 0'-10' 200 12" 10'-16' 300 16" 16'-25' 400 Y DEPTH APPROX NO. DIM BLOCKS/8" 5" 0'-12' 10 10" 12'-25' 20 THE "H" DIMENSION SHOWN ON THE STANDARDS AND SHOWN ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. INCREMENTS SHOWN ARE FOR INLETS WITHOUT PIPES. PIPE DISPLACEMENTS MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOOTINGS MAY BE ROUND OR SQUARE IN SHAPE. KEY IS TO BE 1" DEEP X WALL THICKNESS PLUS 1 ". �T H c) a� L� ROBERT B. OLIVER No. 03543 i z , < 1 C!S nJ 1 , '4� �-, CL ►- w w a ! �o Zlzl?� O •,.q c04 l- Q- ; ©iQ;O W U rn U U' LO jjU , c_..) V w�� � uj W w w �I x u- � U_ o � � o V e C � d � � l W C7 P..,...� U GV rr. ka ' N fir- LJ Z OC a 0 <C c_ W 5 0 n z M <[ /LLJ t.L. r ^ V ! C) zw Cn n r" z Z 0 Z 0 U f < U_ w w U- z a) a` a � U 0-1 a. O I g 0 0 III i b b 0 -4 c 9 Z LLJ Q Z ----� d 0 Of Z �0 C� U Z 4-11 Q 0 o 0 Lit LLI z C2� 1995 MILLS, OUVER k WEBB, INC. g44CCO02 1-1.00 LOL A)N 14 5 29 pm N/F PENN CENTRAL RAILROAD - 60' R/W _ - - _-- wain - Track - NEW 2" TAP, METER & VALVE, SEE FCSA STD DETAIL W-7. NEW GAS SERVICE BY GAS COMPANY FOR CONTINUATION INSIDE NEW 21h" DOMESTIC WATER xlx�BLDG, SEE SH P2 SUPPLY LINE - ADDITIONAL 10' OF WATER DUMPSTER PAD AND SEVER EASEMENT W TREATED WOOD N 427658" E - ..�4 EDICATED TO FCSA S REEN N 427TOf" E--___-- -- - - 124.85' - - --- - - - - 1 -X- -� __--- - - _ - - - -'�------- - --- 54-A-32 � _ T" - 1 Ex. 1 r 8 t<Z3.69 y -1 8+19 69 54-A-30A ZONED: RP Shed etod�ZZ - Metal Shed ZONED: RP g HEALTH EQUITY RESOURCES 1 1 _ '4�%�� PtK � HEALTH EQUITY RESOURCES N R° Q t� 51 „ t- SEE OTE 6, "NOTES THIS SHEET" A\ UNNAMED TRIBUTARY ixwer dr ltbter Esm't $ D 458 - f0 �� ; R+m=728.84 FCSA TO MAKE TAP AND TO RED BUD RUN " �F#. F 4�nv. In-719.oll INSTALL SHORT STUB 10.4fl NN 6 SPRINK R �`.\?. �• Inv\0ut=7is.8s SUPPLY LINE PIK STA 9+64.92 EW LOCATION, RELOCATED ` Grass 45', FIRE HYDRANT NEW BUILDING AMMO 2 Area ' rc i- "4 m o A& � I 114-1-130 ZONED: LR U SE: SFD L �I I � Ex One Story Frame aulc v 18 1 I ST" FW. FL-728.06 } ° ) I I�1 o L---------- r-------- l + u Ex. Gravel Area L - - - - - - - - - J L - 1-APPROX L0q EX1S , �_______ ---- %LATER sEl?V10E oI I c.o. TO,COTTA 'A.';;:' ELb\ VERIF Ex. One Story Covered ' Frame BuNdinq Conc. Porch] I EW TION. 175 t (NTS) APPROX LOC EXIST 4" ( t APPROX. LOCATION EXIST 1 SAN SEWER SERVICE FIRE HYDRANT _ - - - LATERAL- S A 11 /t END PUBLIC WATER Conc. Porch 4- L MAIN. BEGIN EXIST Water Meter C:I 1 Vt" SERVICE LINE -` vaur WATER MAIN OWNED --BY THE _L-6XIST-114" WATER rir CITY OF WINCHESTER PUBLIC SERVICE LINE PENNSYLVAIWA AVENUE NEW fib" WATER METER WORKS DEPARTMENT-- ,, ON EXIST SERVICE LINE n " J' Ori R/W TO COTTAGE A . FIELD VERIFY SIZE. i M. corner _ -4 concrete brkigero.; o� Elevation= 726. 73 11 'o v' 1 CL \ � End \ V\'% STA 12+26 Pawnent Grove) Driveway 34' 1 � , V-'A NEW SAN SEWER MH RIM 727.38 INV IN 718.28 INV OUT 718.23 NEW LOCATION, RELOCATED WATER METER CONNE�UD-EXIST SERVICE LINE 17L IV T JLf"YIVL. Ln 11-". III - NEW 24" CONC CASING (72 L. NEW 12" DUCTILE IRON SANS It ER (82 L.F.) NEW SAN SEWER MH RIM 724.98 (MATCH EXIST GRA ) INV IN 717.23 �q INV IN 718.00 (4" SERVICE LATERAL) INV OUT 717.18 S 42'27'Of' W f 54-A-30 ZONED: RP JAMES LUPTON USE: RESIDENTIAL --- -- --- - -- ------------1�1- -- GRAPHIC SCALE \ \ 20 0 10 20 40 80 \\ 1\ Rim= 723 03 \ 11, to v. = 716.68 r; FD 54-A-33A .Po 54A-2-6A ZONED: RP �� ZONED: RP CITY OF WINCHESTER STAR FORT ESTATES HOA USE: OPEN SPACE 1 SITE UTILITIES PLAN SCALE: 1" = 20.00' ( IN FEET ) 1 inch = 20 ft 54-A-34 ZONED: RP DAVID GOODE USE: RESIDENTIAL SEE FCSA STD DETAIL W-5 FIRE HYDRANT INSTALLATION WATER. LINE RELOCATION NQTES: SEWER LINE CASING NOTES: NOTES TH15 SHEET: 1. TAPS ON EXIST FREDERICK COUNTY SANITA11ON AUTHORITY 2 10. FIRE DEPARTMENT CONNECTIONS TO SPRINKLER SYSTEM (SIAMESE 1. ABANDON AND REMOVE EXISTING 12" TRANSITE WATER LINE (FCSA) REMOVE EXIST 12" SEWER PIKE AS RE�iIiRED TO INSTALL NEW (FCSA) WATER MAIN WILL BE PERFORMED BY FCSA. CONTRACTOR CONNECTIONS) SHALL BE LOCATED WITHIN 5' HORIZONTALLY OF (FIELD VERIFY PIPING MATERIAL). MANHOLES AND DUCTILE IRON PIPE. SHALL BE RESPONSIBLE FOR ALL WORK DOWNSTREAM OF TAP SPRINKLER SERVICE LINE ENTRANCE INTO BUILDING (NOT INCLUDING VALVE AND METER BOX. SERVICE CONNECTIONS TO NEW SHOWN FOR CLARITY). 2. CONNECT NEW D.I. PIPE TO EXISTING TRANSITE PIPE WITH COMPRESSION 2. INSTALL NEW D.I. PIPE INSIDE CONCRETE CASING. CASING RELOCATED WATER LINE SHALL BE PERFORMED BY THE CONTRACTOR COUPLING, ROMAC STYLE 501 OR FCSA APPROVED EQUAL. INSTALL COUPLING TO EXTEND MINIMUM 20' PAST FACE OF NEW COTTAGE ADDITION. IN ACCORDANCE WITH FCSA SPECIFICATIONS. 2 11. DURING CONSTRUCTION ACCESS FOR EMERGENCY VEHICLES MUST PER MANUFACTURER'S RECOMMENDATIONS. DUCTILE IRON TO RUN FROM NEW MANHOLE A TO NEW MANHOLE B. BE MAINTAINED AT ALL TIMES. T 3. ARRANGE SEQUENCE OF CONSTRUCTION TO MINIMIZE AMOUNT OF 2• WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH 3. PROVIDE THRUST BLOCKS AT ALL BENDS, SERVICE LATERALS AND SEWER IS INTERRUPTED. THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS 2 12 NO FIRE PROTECTION IS TO BE TAKEN OUT OF SERVICE WITHOUT CONNECTIONS TO EXISTING PIPING TIME NORMAL GRAVITY FLOW OF THE FREDERICK COUNTY SANITATION AUTHORITY. NOTIFICATION OF THE FIRE MARSHALL'S OFFICE. THIS INCLUDES TEMPORARY PIPELINES ETC. AS EXISTING SPRINKLER SYSTEM, ALARM SYSTEMS, HYDRANTS, 4. LAY NEW WATER LINE, TEST AND DISINFECT. CONNECT TO EXISTING 4. PROVIDE PUMPING EQUIPMENT, 3. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION EXITS, ETC. MAIN AS A LAST STEP IN RELOCATION PROCESS TO MINIMIZE REQUIRED TO MAINTAIN FLOW OF SANITARY SEWER AROUND AREA BY, THE FCSA. DOWN TIME ON EXIST MAIN. OF WORK. PUMP SEWAGE FROM MANHOLE C TO MANHOLE D IN ACCORDANCE WITH APPLICABLE HEALTH DEPARTMENT 4. THE SANITA1ION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES 5. COORDINATE WORK WITH FREDERICK COUNTY SANITATION AUTHORITY REGULATIONS. CONTACT FREDERICK COUNTY SANITATION AUTHORITY THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE (FCSA). PERFORM ALL WORK IN ACCORDANCE WITH FCSA SPECIFICATIONS (FCSA) FOR ESTIMATED FLOW RATE OF SEWAGE. PROVIDE PUMPING TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE GUIDELINES AND RECOMMENDATIONS. SYSTEM CAPABLE OF HANDLING 2.5 TIMES THE ESTIMATED FLOW AUTHORITY'S ASSISTANT ENGINEER. UNLESS OTHERWISE SPECIFIED BY HEALTH DEPARTMENT REGULATIONS 6. AT BENDS REQUIRING 2 FITTINGS [STA 9+94: 10+73: 11+26: 12+26] OR FCSA OFFICIALS. 5. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ONE FITTING SHALL BE MJxMJ AND THE OTHER SHALL BE MJxPE (PLAIN END). 5. COORDINATE WORK ON SEWER MAIN WITH FCSA. PERFORM WORK ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY THE PLAIN END OF ONE FITTING SHALL BE PLACED INTO THE MJ END OF THE IN ACCORDANCE WITH FCSA SPECIFICATIONS, GUIDELINES AND IS TO MEET ASSE STANDARD NO. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED OTHER. ALL FITTINGS SHALL BE RETAINED BY MEGALUGS. RECOMMENDATIONS. INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED SEE FCSA STD DETAIL W-7. MJ MJ 6. INSTALL RELOCATED WATERLINE FROM STA 8+73.65 + STA 9+94.74 A MIN OF 10' MJ PE 6. TAKE SPECIAL CARE TO OBTAIN SPECIFIED COMPACTION SINCE THE BACKFILL OVER THE SEWER LINE WILL SUPPORT PORTIONS OF THE COTTAGE ADDITION. CLEAR FROM EXIST SANITARY SEWER REMOVE AND DISPOSE OF EXIST WATERLINE. 7. SEE THE APPENDIX ATTACHED TO THE BACK OF DIVISION 2 SPECIFICATIONS FOR FCSA STANDARD DETAILS. 8. EXISTING WATER SERVICE LINE TO BE REMOVED WHERE INDICATED. REMOVE EXISTING WATER METER AND BOX FOR REINSTALLATION WHERE INDICATED. VERIFY LOCATION OF EXISTING FEATURES. PROVIDE NEW DOMESTIC SERVICE LINE WHERE INDICATED, SIZE TO MATCH EXISTING. CONNECT METER TO NEW SERVICE LINE AND CONNECT NEW SERVICE LINE TO REMAINING PORTION OF EXISTING SERVICE LINE AS INDICATED. (FOR BIDDING PURPOSES, ASSUME 3/4- SERVICE LINE AND 5/8" METER) 9. REMOVE INDICATED PORTION OF EXISTING SANITARY SEWER LATERAL. CONNECT NEW 4" LATERAL TO REMAINING PORTION OF EXISTING LATERAL AND PROVIDE NEW CLEANOUT IF NONE EXISTS. INSTALL NEW LATERAL AT CONSTANT SLOPE (2.08% MIN) AND TIE INTO NEW MANHOLE A. SEE FCSA STD DETAIL W- 4 VALVE BOX INSTALLATION SEE FCSA STD DETAIL S-4 AND FCSA STD CLEANOUT DETAIL SANITARY SEWER LATERAL SEE FCSA STD DETAIL 4.1 TRENCH & BEDDING DETAIL GATE VALVE WIT} POST INDICATOR GATE N0SCACE � 45' MAX ��� • iiL'i>®'MME • • r •�i r•EM •r NOTE CONCRETE SHALL NOT BE POURED ON JOINTS, LIMITING FLEXIBILITY. ALL TEES, BENDS,PLUGS AND CAPS SHALL BE ANCHORED WITH THRUST BLOCKS. THRUST BLOCK (HORIZONTAL & VERTICAL BENDS) N. T. S. 'h" EXP JT MAT FILL W/ SAND VALVE SIZE +12" TH INDICATOR 45' MAX XN' IN DINT SEALANT :ARRIER PIPE - -- CONCRETE CASING 4" 2" SECTION A --A flm'r%f­^ "PPORTS AND SPACERS (SEE NOTE BELOW) OC ALONG CASING LENrTH 12" DIA CARRIER PIP L. CONCRETE PAD M 14" EXP JT MATERIAL AND JOINT SEALANT 4000 psi CONCRETE, 4" THICK, MIN. LEAVE 2" "'�24" DIA. CASING PIPE BETWEEN END OF CASING FILL W/ PIPE AND OUTSIDE FACE SAND OF CONCRETE SEAL SECTION AT MID --LENGTH CONCRETE END SEAL CONTRACTOR HAS THE OPTION OF USING "SPIDER SUPPORTS AND SPACERS" MANUF BY SPIDER MANUFACTURING, DURHAM, N.C. OR FCSA APPROVED EQUAL. SPACING AND INSTALLATION PER MANUF RECOMMEND.TH r PIPELINE CASING DETAIL NO SCALE ROBERT B. WAR v No. -! 03543 IQ > � 1 a a �r b .aCL 0- cY�Ia Cr V_Iv iajw a LA- I� CV .- o rn C C9 A C C:5 '.. X � W bb b ai C o N co 0. . P""'I ai > a �s: I ^„ CQ .P•`I /W LJ.... Z p !Q j O =) Llv <t Cy- !D Q 0 V) z Z O z 0 Q CYO > C] tr w a O a LJ <t LL- L0 cn It CL C } CL a E-• F-- I ' ' aa; --1; CC I a ►� U 06 V) z CL LAj 0 W LJ V) Lj Z V) t) 0'M WUS, W\ffR & KB8. ENC. 04WMI t -1.00 LDL J4ft 14 5: 25 pM 775 755 745 735 725 715 705 695 685 675 I A I I B I 10+00.00 10+ 50.00 PROFILE - SANITARY SEWER SCALE: 1" = 20' HORIZ 1" = 10' VERT SEE FCSA STD DETAIL S-1 SANITARY SEWER PRECAST STANDARD MANHOLE 775 765 755 745 735 725 715 705 695 685 675 11+00.00 10+00.00 10+50.00 NOTES: 1. PROVIDE PRECAST MANHOLE WITH DI-1 MK2 FLATTOP AS MANUFACTURED BY CONCRETE PIPE & PRODUCTS OR APPROVED EQUAL. 2. PIPE MATERIALS SHALL BE AS INDICATED ON THE PROFILE (NO CONTRACTOR'S OPTION ON THIS SEWER). 3. ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. 775 765 755 745 735 725 715 705 695 685 675 11 + 50.00 12+00.00 PROFILE - STORM SEWER LINE A SCALE: 1" = 20' HORIZ 1" = 10' VERT 775 765 755 745 735 725 715 705 695 685 675 12+ 50.00 10+00.00 10+ 50.00 11 +00.00 11 +50.00 12+00.00 NOTES: 1. PROVIDE PRECAST MANHOLE WITH DI-1 MK2 PROFILE -- STORM SEWER LINE B FLATTOP AS MANUFACTURED BY CONCRETE PIPE & PRODUCTS OR APPROVED EQUAL. SCALE: 1" = 20' HORIZ 1" = 10' VERT 2. PIPE MATERIALS SHALL BE AS INDICATED ON THE PROFILE (NO CONTRACTOR'S OPTION ON THIS SEWER). 3. ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. 8+00.00 8+50.00 9+00.00 9+50.00 10+00.00 10+50.00 11 +00.00 11 +50.00 12+00.00 12+50.00 PROFILE - RELOCATED WATER LINE SCALE: 1" = 20' HORIZ 1" = 10' VERT NOTES: IF FITTINGS LISTED FOR HORIZONTAL PIPE DEFLECTIONS DO NOT MAKE UP THE COMPLETE DEFLECTION, THE REMAINDER OF THE DEFLECTION SHALL BE MADE COMPLETE DEFLECTION, THE REMAINDER OF THE DEFLEC11ON SHALL BE MADE BY PIPE JOINT DEFLECTIONS. DEFLECTIONS SHALL BE WITHIN MANUFACTURER SPECIFIED ACCEPTABLE LIMITS. 13+ 00.00 <_l H OF c� ROBERT B. OLIVER No. 03543 � i� y c C O O � .cu U a� 0 c z V o car Q� a r` W w b �> N p r � a of uj zOf z 0 Q 0:� (.j > Q h-�- 0 :D z M Li <C Of V) C) ry z Li Q 0 V z z D 0 z > [) ry w 0ry Lki < o Ln z o cr) y c>� a o �r v r a-1 ol CAI m 1 of a� y Ca Q V Q Lv L- 0 CL 0 z Q V) Q W C) LJ 01995 MiLL5, 011W-R h W-E8. INC. 944000041-20.00 CDF MAY 24 2. it pr+ �:-INISH€D GRADE FOR RHODODENDRONS, AZALEAS, CAMELLIAS SEE NOTE BELOW - 'RUNE PROPORTIONALLY TO COMPENSATE 'OR REDUCTION OF ROOTS AND TO PROMOTE JATURAL CHARACTER OF GROWTH, HOWEVER, 'LANT SHALL BE THE SIZE SPECIFIED AFTER 'RUNING HAS BEEN ACCOMPLISHED. )0 NOT REMOVE BURLAP FROM BALL 4" MULCH SAUCER 3" HIGHER THAN PLANTING GRADE FINISHED GRADE SHRUB SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE PLANTING SOIL TO BE WORKED —UP SOIL DUG FROM THE PLANTING HOLE y. CUT ROOTS AS NECESSARY IN CONTAINERIZED PLANTS THAT ARE POT BOUND SUBSOIL BROKEN WITH PICK 2'--0" GREATER THAN WIDTH OF BALL — EAS, RHODODENDRONS, :LIAS, PLANTED WITH r0 1/3 OF ROOT BALL IE ORIGINAL GRADE 'OSED GRADE LAIS PING GRADE NOTES: SHRUBS SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE. PLANT AZALEAS, RHODODENDRONS, AND CAMELLIAS HIGH 1/2 TO 1/3 OF BALL ABOVE THE GROUND: BRING SOIL UP TO AND COVER THE EXPOSED BALL TYPICAL SHRUB PLANTING DETAILS NO SCALE SEE PLAN &PLANT LIST FOR TYPE SIZE AND QUANTITY SHRUB TO BEAR SAME RELATIONSHIP TO NEW GRADE AS TO PREVIOUS EXISTING GRADE SAUCER 3" HIGHE THAN PLANTING C I LOOPS OF RUBBER GARDEN HOSE 12 GAUGE GALVANIZED WIRE MULCH I -- 2" X 2" X 36" STAKES DISH GRADE )OSEN AROUND TRUNK BUT :AVE BURLAP ON BALL JT ROOTS AS NECESSARY IN CONTAINERIZED _ANTS THAT HAVE CIRCLING ROOTS 2'-0" GREATER THAN WIDTH OF BALL TYPICAL PINE TREE PLANTING NO SCALE SEE PLAN & PLANT LIST FOR TYPE SIZE AND QUANTITY N/F PENN CENTRAL RAILROAD - GO- R/W -� N 4276'5r E _ ---A- Zf • N 4277*01' E 124.85' — - n ed I Ex. Block & 1 L — 4 Meld shed i —T 1 Q x Il Grow Ex One Story I Frame BUZZ FIN. FL�72a I l` Grove e A —— — — --x.1 I �I �i Ex. One Story Covered I From BuHaing Conc. Porchl I EXIST I _ _ L LI— � —_ --I L J S 4277*01 " W .._ PENNSYLVANIA AVENU 1 50' R/W GRAPHIC SCALE NOTE: MULCH BEDS @ PLANT 20 0 10 20 40 ao CLUSTERS TO BE CONTINUOUS IN FM A LANDSCAPE PLAN 1 inch = 20 it_ 1 "=20'-0" PLANT LIST KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY COND T1 PINUS STROBUS WHITE PINE 6'-8' 5 B&B T2 CERCUS CANADENSIS AMERICAN REDBUD 5'-6' 3 B&B T3 ACER SACCHARUM SUGAR MAPLE 2"-2Y2" CAL 3 B&B T4 ACER RUBRUM RED MAPLE 1 Yt"-2" CAL 4 B&B T5 GLEDITSIA TRIANCANTLOS INERMIS THORNLESS HONEY LOCUST 2"-214* CAL 3 B&B S1 PICEA GLAUCA ALBERTIANA DWARF ALBERTA SPRUCE 30"-36" 9 B&B/CAN S2 BUXUS SEMPERVIRENS AMERICAN BOXWOOD 36"-42" 21 B&B S3 ILEX NELLIE R. STEVENS NELLIE S1EVENS HOLLY 4'-01' 5 B&B S4 ILEX CRENATA HELLERI DWARF JAPANESE HOLLY 18"-24" 13 CAN S5 BERBERIS THUNBERGII CRIMSON PYGMY DWARF RED BARBERRY 15"-18" 59 CAN S6 AZALEA GABLE STEWARTSTONIAN AZALEA 18"-24" 113 B&B/CAN S7 TAXUS BACCATA REPANDENS ENGLISH YEW 18"-24" 22 Bab S8 PHOTINIA FRASERI RED PHOTINIA 30.-36" 53 B&B/CAN 1. THAN PLANTING GRADE (3) LOOPS OF RUBBER GARDEN HOSE TWISTED GALVANIZED WIRE, NO. 12 GUAGE (3) — 2" X 2" X 8' STAKES TRUNK WRAPPING MATERIAL 4" MULCH FINISH GRADE TREE SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE LOOSEN AROUND TRUNK BUT LEAVE BURLAP ON BALL CUT ROOTS AS NECESSARY IN CONTAINERIZED PLANTS THAT HAVE CIRCLING ROOTS i", SUBSOIL BROKEN WITH PICK 2'-0" GREATER THAN WIDTH OF BALL TYPICAL TREE PLANTING DETAIL NO SCALE SEE PLAN & PLANT LIST FOR TYPE SIZE AND QUANTITY �Ex. Cote porch --1 Side - _ _ - i Concre X. C 1 E)L One Story nii ^^ Frame guiding I Cottov AD ony. I Stoop 4 l \ 1 c" ;4',�� S 4277'01' W 152.02' End Pavement Grave! privetMay 1 i s. n rn z i < .O p CU Q Cn Q) o � o z o oa CO CQ o � e cat I > oa Q.� w ao b a �c lV a > I c a CQ E- Cn L1 Q zQ p F-- U > V) r-) ry Z w 40 U- F -' z z p z o 0 0 p W < � o b- z 01 o > ,W o rn A Z V)i to a� a 'd U o t.. z Q n iI z CL Q r� V ) z aC W IH L 1 ®1 M kOLiS. OUTER k %EBB, NC. • { 9441LO11 1-240.00 JCL AN 25 10:21 om