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HomeMy WebLinkAboutSDP201300011 Plan - Approved 2013-02-05GENERAL _ NOTES OWNER. RUTHERFOORD HOSPITALITY, LLC Sheet Title 330 CLAREMONT LANE COVER CROZET, VA 22932 APPLICANT- RUTHERFOORD HOSPITALITY, LLC EXISTING CONDITIONS 330 CLAREMONT LANE SITE PLAN CROZET, VA 22932 LANDSCAPING. • CONTACT- DAVID HILLIARD ENGINEER: COLLINS ENGINEERING EXISTING STORMINATER MANAGEMENT PLAN 200 GARRETT ST. SUITE K, LANDSCAPING PLAN CHARLOTTESVILLE, VA 22902 LIGHTING PLAN TELEPHONE: (434)293 -3719 FAX. (434)293 -2813 IMPERVIOUS AREAS. CONTACT: MR. SCOTT COLLINS, P.E. ROADS' EMAIL: scott0collins-- engineering.com PRE - APPLICA TION CONFERENCE. SEP 7EMBER 19, 2008 TAX MAP NO.: 055EO- 01- 00 -000F1 AREA: 0.7970 AC. (BLOCK 2B) ZONING. NEIGHBORHOOD MODEL DISTRICT APPROVED WITH PROFFERS 9 -14 -05 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS NOTE.• COPY OF PROFFERS PROVIDED SEPARA TEL Y ZMA200800005 - OLD TRAIL VILLAGE, BLOCK 2 APPLIES TO THIS SI7E USE. HOTEL & RESTAURANT (WITH HOTEL) DENSI TY PROPOSED 52 ROOM HOTEL AND 1,900 SF RESTAURANT BUILDING HEIGHTS. MAXIMUM BUILDING HEIGHT = 55' SUBDIVISION S7REETS. CURB & GUTTER DRAINAGE DISTRICT LICKINGHOLE DRAINAGE BASIN (LICKINGHOLE CREEK IS RECEIVING WATERS FOR PROJECT) Q (DRAINS TO LICKINGHOLE CREEK WITH IS WITHIN A WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR) WA TERSHED. S. RI VANNA RESERVOIR TOPO & SURVEY UPDATED TOPOGRAPHY PROVIDED BY ROUDABUSH AND GALE IN AUGUST, 2012 AND UPDATED SURVEY FROM ROUDABUSH AND GALE IN SEPTEMBER, 2012. EXISTING VEGETATION: GRADED SITE DISTURBED WITH THE CONSTRUCTION OF THE LODGE AT OLD TRAIL, CURREN7Z Y SEEDED AREA CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN PROJECT LIMITS. . a{ FLOODPLAIN: FEMA MAP NO: 51003CO229D, PANEL N0: 0229D, DATE. 214105 -- -- - -- - NOTE- THIS PROJECT IS NOT LOCATED WITHIN FLOODPLA/N LIMITS LIGHTING. ALL OUTDOOR LUMINARIES SHALL EMIT LESS THAN 3,000 iMAXIMUM LUMENS LIGHTING SHALL BE PROVIDED. , PARKING: REQUIRED PARKING: 52 UNITS = 52 SPACES 1,900 SF RESTAURANT = 13 SPACES /1, 000 SF = 25 SPACES TOTAL = 77 PARKING SPACES PROPOSED SPACES: 34 PARKING SPACES PROVIDED (SEE UPDATED APPROVED SHARED PARKING ANALYSIS BETWEEN BLOCKS 1 & 2) TRASH COLLECTION. ONSITE ]RASH CONTAINERS TO BE WHEELED OUTSIDE OF THE BUILDING FOR PICKUP AT GARAGE DOOR ON THE EAST SIDE OF THE BUILDING RETAINING WALLS: RETAINING WALL PROPOSED AROUND THE TRASH AREA MECHANICAL /HVAC ALL HVAC UNITS SHALL BE ROOF MOUNTED WITH A PARAPET. EQUIPMENT: MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM ENTRANCE CORRIDOR. EMPLOYEES. • 10 -15 EMPLOYEES KA Oil �Iu -Ili lips a 9 1919-1101OL1114 j U ♦ ILI r SHEET LAYOUT SCALE: 1" = 100' PHASING: NO PHASING IS PROPOSED - THIS WILL BE DEVELOPED AT ONE TIME Sheet Title 1 COVER 2 '_ OPEN SPACE: NONE PROPOSED WITH THIS COMMERCIAL DEVELOPMENT EXISTING CONDITIONS 4; SITE PLAN 5 LANDSCAPING. • INTERIOR CANOPY REQUIRED: 57. OF 23,878 SF = 1,194 SF = 0.03 AC NOTES & DETAILS 7 EXISTING STORMINATER MANAGEMENT PLAN 8" LANDSCAPING PLAN INTERIOR CANOPY PROPOSED: 2,600 SF = 0.06 AC LIGHTING PLAN IMPERVIOUS AREAS. ROADS/ CIRCULATION: ROADS' SIDEWALKS. 1,830 SF _ - ! EXISTING CULVERT BUILDINGS: 11,115 SF CUL VERT DRIVEWAY CULVERT PARKING.- 14,705 SF DROP INLET & STRUCTURE NO. Q BENCH MARt< CURB CLEARING LIMITS CURB & GUTTER -- -- - -- - PROPOSED PAVEMENT VDOT STANDARD STOP SIGN EC -3A DITCH - - - - - -- -200--------- EXIS77NG CONTOUR DEPTH OF EC -3A DITCH � - PROPOSED CONTOUR 6 J J EC -2 DITCH 240.55 PROPOSED SPOT ELEVA77ON FIRE DEPARTMENT NOTES . TBC DENOTES TOP /BACK OF CURB 1. CONSTRUC7ON TYPE IS MASONRY NON - COMBUSTIBLE (ISO CLASS 4, IBC TYPE 11A). 6" DEPTH OF EC -2 DITCH T/B DENOTES TOP OF BOX 2. KEY BOX IS REQUIRED BY THE FIRE DEPARTMENT. THE FIRE DEPARTMENT SHALL BE CONTAC7ED DURING CONSTRUCTION TO DETERMINE LOCA770N. CROZET J} FITZ0 p OLD TR IL YILLAGL ,VA-0 o d r tn TtJIS PROJECT TO CHARLOTIESN To� yNE -SBORO Rte' 2 50 To T iiy�sTA cN'p <O�S 4e VICINITY MAP SCALE: 1" = 2,000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 '_ OTV ZONING REQUIREMENTS 3, EXISTING CONDITIONS 4; SITE PLAN 5 GRADING, DRAINAGE, & UTILITY PLAN 6 NOTES & DETAILS 7 EXISTING STORMINATER MANAGEMENT PLAN 8" LANDSCAPING PLAN 91" LIGHTING PLAN TOTAL SHEETS =map ". IDIOM 1 • 061MAIIIJI1,11,51111213mv W z S INSPECTIONS— , 0 w a O cn ;� w HI W H H W I mi a i • w ce SCOT R. COLLINSZ ,U Lie. No. 035791,2 14�� O ��S asF G1 SIONAL E� Uj w z z U z z x X = 0 0 0 OV U U U � O O u`ti a > n> a w a a nW.. J Q W W w w CL a a a � Uj us O N N I~A w —­4 '� h 00 M ' V� 0 � J W z S 0 w a O cn ;� w HI W H H W N ce Uj �I W Uj w z z U z z x X = 0 0 0 OV U U U � O O u`ti a > n> a w a a nW.. J Q W W w w CL a a a � Uj us O N N I~A w —­4 '� h 00 M ' V� Fior esehwelfa8g an}t casad ora tk4o}>exty> arm oa the satxxala, aFdDUm as "lmthw' Chit to 3DOI4 " a "RpDd aaut e fare sctioal,poje�e wths� tfuD Sidewalk4� srisr oat shook S of9 a>'tbe CT�aa»i LlevelopcnentPi, wtbau slx casDa tst'�. Cv»ntq : B laa►ia to as follPws < (4) m fay``o? fic47t ��bdivimvuCRr ait�+pi air!' ovy�a on too c4 ty s c t t tmt> x f►s pia trtw3etii � i any ooh DfT 00).for each smgte fmh;lDrd lua PO1O +wilt* sud two b mdw fatly 0,48'F's (5250 QO) # o va a?nit►fim Y'. D forte dwolliag �aait will bepaidat #h4 tm o£dae asp at the �;,�uruF lft�acash��nbuf�mtitaenatbc��h�r ,�tbrt��: witisfu taa (It)) y t flake s>f the a athe last YlirEtlRs �4es►: 1,hety�mixpe►eafr>>eto Wrtbsnune tl} y�r mar il� a� thatzfy�n 2ooa- IKnaca� [tlsorr�r.�terPieor>�.'t?n��•c b Met 3'x ' ear is �AVS7 . . n�::,,,�,� ar. to the CosintY w.04 +k offsftythousand xiollscsa so$a x►? P>: "f tha '04* + . rpmemk Phi (the `"Park Tv(1xr 040.,; Mantel )?isu is' "� 1Y tlroia iw daltsxa {$50,+ 04D. any!Po 914 AIM inel' b� tee packs aaul ropreadon i►rolo+s aPd ursP►vveans #s clegcntaod 9u ntl+ - on acs riot fimtl l?aFk Ma>ticc l�n v4ttan t q t ?? cvnVat, di}?4sida slallhol ao the Owa, , .. i " e the Ceucia aaaat�(ouao>x raet to fiord #hq&; Park u , i�eao, shsll hated to the ICiFr�aen � dod an a�not'.oycapea�+Dtisyachw! arc ttnuD 1paavldoat tfaeren � coM�AvN�.Ttz OD? YIItt"i ora Por ead►dw mst� the Pzuperty . audrou ` sh to►1bistic Cmmty &1► 1la�pr . ,Pco vrrthiirwtheradca4d ' Them ►i�?8,iats;e#itws�8ajow�s►�aib tl�ae,L'c';!dalro£ raa CFtir'a Citai,Tinixxosren►a4t$, r . lam. "', 4: o> t9�l►a ao �S I»Ct a Viainu Wnxtcd Z01Y5 t sec al!atb tla:Park iasta 1 Plan asvaita6toft fir. a. by t�nyla : ai4 M11 flars.(ST,OOU 00) £es cash ° 1y Imrt, fve labititY c!mpaq!Y r a1Se iJ<a1> two hyr.43 0i }.R "task dotlsxa; 50,0001Det4: , ?47+� _ ed� the _ fi6Y this � Notaxy: Pubitc to this ptp)i �,11a aeS70,� el~t1nD east[ paoffe� , �"� sv� � �h prgi�earfcisal'+eacod as P�a�r[�i4 i� nut c)det PWa, t„ty,)iy sly'.atpott,ofthe pltlfsx >b S ats regtslrwcl t+ /ally fits! t1�D Paadc,Mastaor Plers if �Gougty D a�bla vsfl o�ftwda, the Csarmty maY suhstitute facaht PSShoW!n °a' Thrd 38 9 d ve>zd�oa of thpPmtYar kl to autd appnaxed by i6,Ftneuccl . Dente fa�i#ltiQS clWrn ou Pcodc Iwiaater Pleu a wi lathe rie ea1l►'aomtdbuthau t'� dwelkiug auat sbnll ba psttd at the tnmc,�• wakh � c>>aa� � s��a, 2�; qg perm++ for sascli dy�o>lis81�. ff the rash cxi�l'a6ution,haa aiot been+ ' f+ rrxti�aip+ anttaiaxtare (10)�aza£roankhedata'�rft'he - . Mist:�Pe�wt wathig tl!e>P'ty, ali,Pcnded:.s1ia13!m �isa�ciilsaiiib" shall sat�fythe foltowt� ' la othis 7, tt►,anaUcraiot �f ►orcer (ki ss>�S �a 6@y 00i 1 lieii!ccnt- 0 RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village # OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 48,000 SQ. FT. 1000 96,000 SQ. FT. 1,500 144,000 SQ. FT. 2,000 192,000 SQ. FT. PARKING CALCULATION: SPATIAL ENCLOSURE RATIO PARKING DEMAND- BLOCK 1- existing building #1 quantity description es Uon R wired Parking Ratio MAXIMUM EAVE 4 RIGHT OF WAY SETBACK/ BUILD- TOTAL DISTANCE HEIGHT (BASED ON ROAD (FT) TO LINE BETWEEN 1;2 SPATIAL 1 so/ 125 sf 68.61 DIMENSION (FT) BUILDINGS (FT) ENCLOSURE RATIO) Golf Drive 61 8 77 38.5 Brookley Drive 1 55 8 71 35.5 Claremont Lane 1 61 8 77 38.5 AREA BLOCK BLOCK TRANSEC "f AREA (ac) PARKING DEMAND- BLOCK 1- existing building #1 quantity description es Uon R wired Parking Ratio total 4 1 -BR dwelling units 1.5 s / DU 6.00 34 2+ BR dwelling units 2 spt DU 68.00 8,576 sf athletic facility 1 so/ 125 sf 68.61 6,644 sf office 1 s / 200 sf net 26.58 10,038 sf restaurantl retail 4.5 s / 1000 sf 45.17 SUB TOTAL 214.36 TOTAL PARKING DEMAND: 214.36+186.5=401 SPACES PARKING PROVIDED block # surface spaces garage/ individual lot spaces on -street spaces total spaces 1 194 0 12 206 2-phase 1 52 78 26 156 2 -phase 2 26 0 1 so/ 3 beds 26 TOTAL 1 388 PARKING DEMAND - BLOCK 2 quantity descri lion Required parking ratio total 6,000 sf office 1 s / 200 sf net 24.00 14 condominium units - PROPOSED 2.25 s / unit 31.50 78 congregate care units 1 s u n' d 78.00 40 rest home/ nursing home / convalescent home beds 1 so/ 3 beds 13.00 40 1 employees 1 s / emp 40.00 SUB TOTAL 186.50 SHARED PARKING: 401 -388 = 3.2% shared 401 Note that when phase ofb/ockI /s submitted atofuture date, apark /ngstudy w// /be required to verfy adequate parking IS avai/ab/efor the specifi'cmixofuses proposed CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village W MAX w RESIDENTIAL UNITS 1 Z RESIDENTIAL DENSITY MAX UNITS ALLOWABLE MIN. LOT SIZE SQ. FT.) MAX STORIES MAXIMU RATE UNITS AFFORDABLE UNITS (� U) FQ-- F- ~ / M LOT rn AREA BLOCK BLOCK TRANSEC "f AREA (ac) (D.U. /AC.) TOWN NOW RESIDENTIAL � GROSS COVERA FRONT BUILD -TO SIDE YARD REAR YARD MIXED USE MIXED USE MULTI NON MULTI- DIST FLOOR AREA GE LINE SET- BACK SET- BACK CLASSIFIC - (SQ. FT.) FAMILY RESIDENTI FAMILY/ (MIXED TOTAL# SLY AREA OF OF 110N AL NON USE) (AC) ATTON AREA (SCE. FT.) (SQ. DETA(:HE ATTACHE HOUSE /APARTMENT TOTAL UNITS RESIDENTI FOR RENT ACCESS NUMBER % OF BANKED LOTS (AC) RIW AREA SPACE AL FT.) 2 CTS 5.2 18 93 0- 80,000 3000 N/A 4 80% 8 0 a (1) SIDE YARD SETBACKS OF AT LEAST 10' SHALL BE PROVIDED TO ENSURE ADEQUATE FIRE FLOW, BUT MAY BE REDUCED TO THE QUANTITIES LISTED IF APPROVED BY THE COUNTY FIRE MARSHAL. (2) DISTANCE TO GARAGE OR CARPORT FROM REAR PROPERTY LINE SHALL BE FIVE (5) FEET OR SIXTEEN (16) FEET OR MORE, BUT NOT IN BETWEEN. (3) REAR YARD SETBACKS FOR TOWNHOUSES SHALL BE AT LEAST FIFTEEN (15) FEET. ** PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE (1) HOUSING EQUAL TO RFTEEN PERCENT (15X) OF 7HE TOTAL RESIDEN71AL UNITS C0NS7RUC7E0 AT OLD 7RAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY UNITS EACH SUBDIWSION PLAT AND S17E PLAN FOR LAND WITHIN 7HE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE 7ERMS AND COND177ONS OF PROFFER #2 OF ZMA -2004 -024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER #2 OF ZMA -2004 -024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WHIN EACH SUBDIVISION PLAT OR SITE PLAN SHALL CONS77T V7F A MINIMUM OF FIFTEEN PERCENT (15.1;) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SI7E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40X) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS. (4) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS. "ACCESSORY UN17S" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAP7ER 18, SEC77ON 51.34, AND A UNIT WITHIN A TWO - FAMILY DWELLING AS A TWO- FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. (5) THE OWNER MAY "CARRY -OVER" OR "BANK" CREDITS FOR AFFORDABLE UN17S IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED THE FIFTEEN PERCENT (15X) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDI77ONAL AFFORDABLE UN17S MAY BE ALLOCATED TOWARD THE FIFTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDMSION PLAT OR SITE PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UN17S THAT MAY BE CARRIED OVER Oft BANKED SHALL NOT EXCEED nF7EEN PERCENT (15X) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR SI7E PLAN. (6) THERE ARE NO OPEN SPACE AND/ OR RECREA77ON AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD ]RAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. (7) AT LEAST THREE (3) POCKET PARKS TOTALING AT LEAST 1.2 ACRES TOTAL SHALL BE DEVELOPED THROUGHOUT OLD 7RAIL VILLAGEE, POCKET PARKS SHALL BE DIS7RIBUTED THROUGHOUT THE DEVELOPMENT AS SPECIFIED ON PAGE 21 OF 7HE CODE OF DEVELOPMENT FOR OLD )RAIL VILLAGE. ,0'" TH QF� SCOT R. COLUNSZ Lic. No. 035791,2 5SIOIVAL t W w RESIDENTIAL UNITS 1 Z O J = MARKET RATE UNITS AFFORDABLE UNITS (� U) FQ-- F- ~ / U) rn AREA BLOCK NON RESIDENTIAL RETAIL AREA S.F. S.F. TOWN CONDO MINIl1M � GROSS O H AREA RECREA POCKET AREA OF w FOR TOTAL PREMOU BLOCK CLASSIFIC - RESIDENTIA TOTAL# SLY AREA OF OF 110N PARKS OPEN (AC) ATTON AREA (SCE. FT.) (SQ. DETA(:HE ATTACHE HOUSE /APARTMENT TOTAL UNITS % OF TOTAL FOR RENT ACCESS NUMBER % OF BANKED LOTS (AC) RIW AREA SPACE FT.) D UNITS D UNITS UNITS UNITE L DENSITY MARKET RATE UNITS SALE APARTM t)F2Y OF TOTAL UNITS BANKED (AC) (AC) (6) (7) (AC) (6) (DUTAC) UNITS ENTS UNITS UNITS UNITS USED 1A* 2.2 mixed use 24,231 10,855 0 0 0 39 39 18.0 33 84.6% 0 6 0 6 15.4% 0 0.0 1.29 0.26 NIA 0.00 NA 1B* 2.2 mixed use 24,231 14,500 0 0 6 33 39 18.0 28 71.8% 0 11 0 11 28.2% 5 0.0 1.29 0.26 NIA 0.00 NIA 2* 4.9 mixed use 46,029 0 0 0 0 78 78 15.9 78 100.0% 0 2 0 2 2.6% 0 12.0 3.7 1.2 NIA 0.00 NIA 3A* 6.8 mixed use 2,500 0 0 0 0 0 0 8.2 0 0.0% 0 0 0 0 0.0% 0 0.0 3.6 2.31 WA 0.00 0.08 3B* 0 0 0 0 25 0 25 19 76.0% 8 0 0 8 32.0% 2 0.0 1.2 0 OAO 0.00 0.04 3C 4.500 0 0 0 13 14 27 19 70.4% 0 8 0 8 29.6% 4 0.0 1.2 0.3 0.00 0.00 0.00 3D* 0 0 4 0 0 0 4 4 100.00/0 0 0 1 0 0 0.0% 1 0 1.0 1 0 0.00 0.00 0.00 4* 3.1 mixed use 4,500 4,500 0 10 26 8 44 14.3 36 81.8% 8 0 0 8 18.2% 1 0.0 2 0.97 NIA 0,00 NIA 11 2.7 nbed use 2,000 0 4 16 16 0 36 13.1 31 86.1% 5 0 0 5 13.9% 0 1.0 2.6 0.92 WA 0.00 NIA 13* 3.7 mixed use 3,000 0 29 0 0 0 29 7.9 29 100.00/0 0 0 0 0 0.0% 0 4.0 3.8 1.6 NIA 0.40 0.40 14 4.4 single fardly 0 0 1 20 0 0 0 20 4.5 20 100.0% 0 0 0 0 0.0% 0 3.0 3.6 0.8 WA 0.40 0.40 20/21 5.4 mixed use 360 0 1 0 0 0 84 84 15.6 58 69.0% 0 26 0 26 100.00/0 13 0.0 1 NIA 0.00 NIA 23* 3.4 mutffi fardly 0 0 1 0 13 0 0 13 3.8 13 100.00/0 0 0 0 0 0.00/0 0 2.0 1.8 0.59 NIA 0.07 0.59 29A 0.9 mutfi farm 0 0 5 0 0 0 5 5.6 5 100.00/0 0 0 0 0 0.0% 0 0.0 0.9 0 0.00 0.00 0.00 35A 2.7 singgle farm 0 _ 0 6 0 0 0 6 2.2 1 6 1 100.00/0 0 0 0 0 0.00/0 0 0.0 1.9 0.8 0.00 0.00 0.00 TOTAL 42.3 110,9911-1 62,529 29,855 68.1 39.0 86.0 256.0 449.0 379 21.0 53.0 0.0 74.0 16.5% 25.0 23.0 29.9 10.0 0.00 0.87 1.51 % OF TOTAL AFFORDABLE UNITS 28.4% 1 71.6% j 0.0% 1 NET BANKED j 2.1 ) j I UNITS AVAILABLE{ *FINAL .__..._._.__- r•---____._..;_. .__._._._____.___.._.__.__._.__ f I ; i ___.,.._.__ _.___� SITE PLAN / 26.2 104,491 29,855 33 23 57 158 271 86.13 240 79.4% 16 19 0 35 12.9% ' { ROAD PLAN i I f APPROVED ; < (1) HOUSING EQUAL TO RFTEEN PERCENT (15X) OF 7HE TOTAL RESIDEN71AL UNITS C0NS7RUC7E0 AT OLD 7RAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY UNITS EACH SUBDIWSION PLAT AND S17E PLAN FOR LAND WITHIN 7HE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE 7ERMS AND COND177ONS OF PROFFER #2 OF ZMA -2004 -024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER #2 OF ZMA -2004 -024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WHIN EACH SUBDIVISION PLAT OR SITE PLAN SHALL CONS77T V7F A MINIMUM OF FIFTEEN PERCENT (15.1;) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SI7E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40X) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS. (4) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS. "ACCESSORY UN17S" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAP7ER 18, SEC77ON 51.34, AND A UNIT WITHIN A TWO - FAMILY DWELLING AS A TWO- FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. (5) THE OWNER MAY "CARRY -OVER" OR "BANK" CREDITS FOR AFFORDABLE UN17S IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED THE FIFTEEN PERCENT (15X) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDI77ONAL AFFORDABLE UN17S MAY BE ALLOCATED TOWARD THE FIFTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDMSION PLAT OR SITE PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UN17S THAT MAY BE CARRIED OVER Oft BANKED SHALL NOT EXCEED nF7EEN PERCENT (15X) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR SI7E PLAN. (6) THERE ARE NO OPEN SPACE AND/ OR RECREA77ON AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD ]RAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. (7) AT LEAST THREE (3) POCKET PARKS TOTALING AT LEAST 1.2 ACRES TOTAL SHALL BE DEVELOPED THROUGHOUT OLD 7RAIL VILLAGEE, POCKET PARKS SHALL BE DIS7RIBUTED THROUGHOUT THE DEVELOPMENT AS SPECIFIED ON PAGE 21 OF 7HE CODE OF DEVELOPMENT FOR OLD )RAIL VILLAGE. ,0'" TH QF� SCOT R. COLUNSZ Lic. No. 035791,2 5SIOIVAL t �J F_ Z W O H FF-- F- U w w w Uj Z m 2 m n O O O 0 U U U -4 in 0 U Q > > Q m w w w W H H H W W oG W Uj W rMl .M-1 rM1 rM-1 ♦�i Q d N ,Ni to J J U ti M M N 4 M d' N N W J_ W F- F- N0 I.L Q U i W U) W U) W Q 0 N z W cW G Q CL W rH^ V 1 LL 0 n W N V 0 .j W (W V F_ z W LU t-i C Uj V H Z 0 N rwn V J F�1 t�--1 F_ 0 0 _W J t- F- r_11 W O W n. U) JOB NO. 02008 SCALE N/A SHEET NO. 2 W w Z O J = U (� U) FQ-- F- ~ / U) rn O z o g 0 Z J � �/ N O H o- w w H �J F_ Z W O H FF-- F- U w w w Uj Z m 2 m n O O O 0 U U U -4 in 0 U Q > > Q m w w w W H H H W W oG W Uj W rMl .M-1 rM1 rM-1 ♦�i Q d N ,Ni to J J U ti M M N 4 M d' N N W J_ W F- F- N0 I.L Q U i W U) W U) W Q 0 N z W cW G Q CL W rH^ V 1 LL 0 n W N V 0 .j W (W V F_ z W LU t-i C Uj V H Z 0 N rwn V J F�1 t�--1 F_ 0 0 _W J t- F- r_11 W O W n. U) JOB NO. 02008 SCALE N/A SHEET NO. 2 '9 N111,41 '101 BLOCK 2 TMP: 0 E -01- -000F OWNER: PIEDMONT SENIOR LIVING REAL ESTATE, LLC CLAREMONT LN CROZET, VA 22932 ZONING: NMD USE: RESIDENTIAL ACREAGE: 4.4 AC D.B. /PG.: 3812/497,3977/333-338 D P D o \\ 555.940', ---- -` ' \ \ NOTES.• N31* 7 �- ' - - 37.66 "W _-' _ - - - = - "% 1. TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING IN JANUARY, 2008. UPDATED INFORMATION BY ROUDABUSH AND GALE IN AUGUST, 2012, UPDATED SURVEY BY RDUDABUSH AND GALE IN SEPTEMBER, 2012. 2. THERE IS NO WPO BUFFER WITHIN THE LIMITS OF BLOCK 2. J. THERE ARE NO FLOODPLAIN LIMITS LOCATED ON THIS SITE, PER FEMA MAP #51003CO229D, DATED 02 -04 -2005. THERE IS A FLOOPLAIN WITHIN THE VICINITY OF THE PARCEL AS SHOWN ON THE PLAN. 4. TOPOGRAPHY WAS FIELD VERIFIED IN DECEMBER, 2012. 5. BOUNDARY INFORMATION SURVEYED BY JENNINGS STEPHENSON, PC. IN MAY, 2009. A FINAL SUBDIVISION PLAT HAS BEEN RECORDED FOR THIS PARCEL, THE BOUNDARY INFORMATION FOR THE PLAT HAS BEEN INCLUDED P. Gl% D D 0 BELOW. D. M o / D \ If 0 i � t 1 co � rl If _j , / ip I \\ �THOF� SCOTT R. COLLINSZ Lie. No. 035791 ,1, 4 /4,114 kONAL S z w Ln l - u u d o 0 0 P� ( u Co O u w > d � O O to �- _.-. > d -- k,. r- ow.. O a aw. a z p O� o O D w w w w \ D'• V p D. D V D Lu D _ ° ° _ _- ° -_ P n /I _ 1 _.. ,��=_. :/ I v I f( EXISTING 20' PRIVATE DRAINAGE EASEMENT o. o D D.B. 3812, PG. 497 D. S_ D D 0.. D. - � D P - D. OldTdVil -1 -5 / o.: 1 D , SANITARY SEWER EASEMENT D.B. 3738, PG. 195 T� D i / 1 / t j a v t _ i r _ ARY DRAINAGE Im 1 •- ' p OD [..-,L 1 20 w - - _ __ - P. . ° �' -- - ---- -' --" 238.972 1 EXISTING CURB TO J D BE MODIFIED ' - D BLOCK 2B �r�fu x ° N° 27'14.48"E - pD - - - - -- 59 , :140,828' / / TMP: 055E- 01- 00 -000F1 ., OWNER: RUTHERFOORD HOSPITALITY, LLC 330 CLAREMONT LANE / p o, CROZET, VA 22932 P . P °�° ZONING: NMD ' Ln Cq USE: VACANT °N° � ACREAGE: 0.80 AC EXISTING SIDEWALK TO °a, �` D.B. /PG.: 4031/628, 3738/195, BE REMOVED z 4291/631 -634 - VARIABLE WIDTH D SANITARY SEWER EASEMENT D.B. 3738, PG.195 OIdTrIVil -1 -6 ;. EXISTING SIDEWALK TO ,EXISTING SANITARY BENCHMARK BE REMOVED SEWER CONTRACTOR TO RELOCATE TOP OF MH=695.16 EXISTING 15' VEPCO EXISTING STORM INLET EASEMENT � S30° 3754.28"E 232.036' EXISTING ENTRANCE TO - -- D ° \\ BE MODIFIED 0 \ D � 1 V V D r D O _= - / w - 0, 00 EXISTING CG -12 TO N rn 00 BE RELOCATED o O / \ ` • : �� :tea:;. r; ^:i• Z D a. a D P D� - 01. G 12" WATERLINE / S300 5 7 0.616 3 5 ' D - D D D D p D 293 504' =� N30° 37 54a 811W ti L i E { , W , z 59.000' 1 I f z EXISTING STORM tA SEWER t -- - .: - 6 t _ - - TMP: 055E-01-00-000 0 0 :CK . RCN OUNTP N PROPERTIES, LLC CROZET VA 22032 BLOCK 1 ZONING: NMD PROPERTY LINE USE: MIXED USE - - - -�! ACREAGE: 4.34 AC t D D.B. /PG: 3596/444 -453 GRAPHIC SCALE ' - - a 10 20 40 80 - t Dp _ ( IN FEET) ° I -- - -- 1 inch = 20 ft. \ tt L= 10.gti _F1= 7.000 -� 1 - ----- _ •g 42 CLAREMON f LANE (611 RM) I D.B. 3738, PG.195 -204 D.B. ��1 P - - 39 r , G 678 687 NOTE: A VDOT RIGHT -OF -WAY PERMIT _ D D •• •• I MUST BE OBTAINED PRIOR TO DISTURBANCE i {:iv.4 . D. . WITHIN THE CLARMONT LANE RIGHT -OF -WAY i D ; 8.4 �5'l N -Ao° 16'i-4.6c)' D D D ^� li D I 1 D V I / ° q I ° D / P v 22689.579 - 7,1,_ '/ - __\ - - 4 - A\ E W Lj- O' /J 4 1 0 D.B. 3738, PG. 19.5 -204 D.B. 3941, PG. 678 -68. L= 14.932 R =g.Soo I l w R / ' V% ! z { / ! O s TT�P: / 055E -01 -OG -00700 T OWNER: FERNANDEZ, ¢RIFFIN W o I 432 PENNYWOLL COURT ' 1 CROZET, VA 22932 ' 0 ZONING: NMD ! i L USE: SINGLE FAMILY HOUSE W ACREAGE: 0.12 AC ¢ a c ice, i ^ i D.B. /PG.: 4215/24§ ( I Co rj Cj / { I i I t _ I � I j\ ( -' - -- - -- CM 77 L9 o Z P r•' BLOCK 131 ' -T _____ __ 0) Q N M Lu a ' I I Q - C i- , -- - -- - - -- - - - - - 1 c > _ C M 1 O C ° CV i CL ,� uj .W.! ,-+- 7 ,TMP: 055E- 01- OG- OOf100 / 1 OWNER: GEARHART, TIMOTHY J.OR LAUREN D 294 CLAREMOt LANE CROZET, VA 2`932 ZONING: ZONING: NMD W rroo Z USE: 1 SINGLE FAMILI, HOUSE W 0 ® __ ACREAGE: 10.80 AC ! 0 _j n D.B. /PG.: �3824J335 i { Q H c Q3 ( z S59° 27' 14 S7 "W 1 I Q a 1 5.022' < Y U N U C \ L L =1g.646, R= 12.500 a 0= 90.0486 ( U D -! -_- - -- W a �1I i :. >t•'%v Asa. D •P ° . P . • . yab. - / .' .. o .. D � y v o ' ' D.' C 1_ D ° H E ':;•s?•fY "° e' 'w -�D .P` PD ''v p q D. 'r.'j •.q, D C -i w z w i S59° 23' 46.31 "W { , W , z 59.000' 1 I f z tA -- - .: - 6 t J - CO LV Q � �I 0 ! �! E 1 � `( LL ti 1 ( / ---I 0 C D D p °etW. �T J D U' - N30° 36' 7.3.69 "W _ { - �p CD D ! S .'o78-- � - _ -- -- 1N BLOCK 4 ! ° L= 11.773, R =7.500 i J uw o 0 -89 9421 1- , I ' I b L5 E Lu ' TMP: 055E0- 04 -0G -00 00 I a OWNER: MARCH MOUNTAIN PROP RT , LLC P.O. BOX 370 y JOB NO. ! 0 1\ CROZET, VA 229 2 1 02008 ° da ( U ZONE: NMD _ !� D. USE: RESIDENTIAL ( SCALE ACREAGE: 0.16 AC I 1 n--20 ' o D' D d. w' D.B. /PG.: 4009/364 I ` SHEET NO. o I 19 G'1i _9 El p. ' t \ V -- — — — — — — — — — — — — % B B 3: 8 8 8 1 L I j r SCOT R. COLLINS'� 1-� Lie. No. 035791,1.. � d 0 0 U) \ - - - -__ Dp ' I $ \ t I - —_\ - F- LLJ U) Z 0 0 �2 W u z z 0 z U) < z 5 0 0 0 1— 0 0 U U U U U) co 0 !-� uj 8 8 < in _ __ _ \ u 5 z a a u j X' ce > > z _j ce &_ cl W C4 X Lu W W zo < W 0 W m CL m -j 0 tj 1-4 ui < w w w ui V) w 0� U) En U) U) Lr_ > U- CL iu> a; a� ui X ce w ce V lu uj 17 W (j) z F-4 0 > uj D El 00 17) U D ° - _ _ _� _ — / _ D \ - -- D \ \� - - -- 21 -- z 0 �A U \_ ° — - —_C SLR —T\ 2'GRASS STRIP TO ALLOW REDUCTION IN PARKING LENGTH 9 ......... . L�l ... ..... ..... .... Lu V-i ­4 ­4 .................. ... , . . . . . . . . . . . . C14 — M ►n M 1-4 6T . . . . . . . . . . . .... . ...... VOOT STD. CG -6 o D. ..... ...... -6 (TYP. .... 61 NOTE: BUILDING WILL BE EQUIPPED WITH HVAC ROOF UNITS WITH PARAPET WALLS. H VAC EQUIPMENT SHALL NOT ........ 150. BE VISIBLE FROM ROUTE 2, PROPOS E 20 ....... TRANSITION SIDEWALK & CURB LT .. ............ . .. ­ �:: AD FOR LOADING AND ...... DUMPST R ACC =_ F $S 9! PAVING ROM STANDARD CURBING TO ... ..... ... ........ FLUSH CURB W/ PAVEMENT ........ ........ AA ``��- _ ' ; � �;��� '; " '' — ' \ _° � ��t � -c�\y`' � \ . `Ck � y� - - _xj7�G° . � � r t, � \ `- ' -S_ " yCL C- .- t � -� \ c .; \ �� .� ` �. , . � r r B^ �3,�6 F /GF /G = J t ........ COLUMNS AND NOTE: SIDEWALK FLUSH -18' Li .............. y 1 -:2 1A ....... .......... A LrwD� WILDING CANOPY ... .... ......... ...... slow . ....... r ..... .... . . . . . . _j '124 1 K ------ 1- 'PROPOSED WITH PAVEMENT (y) ... PROPANE TANKS'- - - ve­ F- .. .................. C6 ............................... . .... .... 0) ......... PROPOSED CONCRETE .... ........ STOOP AND STAIRS, 18" c WITH HANDRAIL - - - - - - - uj 0 WON 4 PINE (TYPICAL) .................... c c� _j f \' ( _ .—. __ .............. -ROOM HOTEL -52 0 - PROPOS -Er 244 ..... r 34 /� \t _E .... ....... cq ....... ...... ...... ..... ,§00SF RESTAURANT . ......... ...... c:) ........ ..... 1.01 RICK PAVERS'Z m z GRASS ISLANDS P `NOTE: SIDEWALK IS FLUSH WITH PAVEMENT, uj 7� LJLJ ... . ............. J.W ...... —ALLOWING FOR HANDICAPPED ACCESS FROM . ..... .... . THE PARKING SPAC 3ES TO THE BUILDING . ........... O CL / — � -- '" - -_ - _ - -' :.:..... - '.'..-..... -' - ..'.'...-.:.-.. ...:....-.' ' -. ..• -... ��\r, -,mot" � � �` y�t�J -t1 � .,� � ` J LLI uj _ -...' . $ �E '� f�'�� t t\ \� 3 ® �/ i Al� LL_ L�'-',VDOT STD. CG-2 (TYP. 20'' 10.5'WIDE BRICK SIDEWALK PAVERS ko LOCATION OF PROPOSED 0 TRANSFORMER & GENERATOR > (D TRANSITION SIDEWALK & CURB c FROM STANDARD CURBING TO VDOT STD. CG -6 (TYP.)j ......... 0 T FLUSH CURB W/ PAVEMENT r z J, A 7 4� STOP SIGN (R-1 7740- IBM 2' GRASS STRIP TO ALLOW 2' :.,v REDUCTION IN PARKING LENGTH I CG-2 -TIE-IN TO EXISTING CURB --------- - - - - -- ------ ------------ . .... ..... -LOCATE CG-12 -7 E 2Z LVDOT STD. CG -11 ENTRANCE SIGHT DISTANCE CLA EMONT LANE (611 R/W) 20'E/P-E/P E-LOCATE CG-12 __M —M —M —M —M —M —M _M _M � M _M _M _M _M _M _M _m ---AA 61 24'F/C-F/C Ll LJ' 5­ j .7o 969. - ------ ---- VI - -------------------------- czz 177— was= Imam 77-A !STANCE TO NEAREST v- 20' 'CE ES SIGHT 6-1S—T, ___._AA ----M —Al, = 152' 0 < ——------------- U.1 V _7 —5T O sir 2- c 0 V) U 0 F_ > M--AA ,A —AA M ---M, --AA AMA IAJ ul (f —Im M- J+ 11 w z LL (D LL C z LL cr, >C� DI c W > 00 < c D VV\� v. Q 0 cy. F— v: ... ... CD C-4 LLJ c 0 ff, F- c (L Lu F E LLJ 0 Lu _L_ c in _c IL (1-0 JOB NO. T 02008 c V GRAPHIC SCALE U 20 0 10 20 40 80 SCALE T c " =20 ' IN FEET SHEEP NO. c U 1 inch = 20 ft. 4 I L I 0 < ——------------- U.1 V _7 —5T O sir 2- c 0 V) U 0 F_ > M--AA ,A —AA M ---M, --AA AMA IAJ ul (f —Im M- J+ 11 w z LL (D LL C z LL cr, >C� DI c W > 00 < c D VV\� v. Q 0 cy. F— v: ... ... CD C-4 LLJ c 0 ff, F- c (L Lu F E LLJ 0 Lu _L_ c in _c IL (1-0 JOB NO. T 02008 c V GRAPHIC SCALE U 20 0 10 20 40 80 SCALE T c " =20 ' IN FEET SHEEP NO. c U 1 inch = 20 ft. 4 INLETS ON GRADE, DESIGN _CURB SPREAD AND INLET CAPTURE __. _ _._ .. _.. . _ ____ __ _ _____ _...._ CAPTURE) .____..__. __.. ------ _____r._._._.__ 700 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 2 "x4" T.S. &V. 690 PROPOSED 4" LINE EXISTING STORM CROSSING 685 u� Ui � rn -- ---- - -- -- - - - -- - _.._ - - - - - _ -.. - - - -- . EXISTING STORM SEWER �\ OUTFALLS INTO THE EXISTING _ BLOCK 1�_j�_ BLOCK 2 STORMWATER - - -_ p V K V MANAGEMENT FACILITY / r � / 1 T 0 SCOTT R. COLLINSZ Lic. NV o. 035791,E o1SI0NAL E�1 I Q) z Y O b w { D / D .. \; Q cp D. D o. p w O O 1- i- i- 28B 2B 6.0 0.19 0.84 0.160 -;:0.84:.`, 0.00 q84,; 0.0010 0.0200 20 0.0033 _4,1050.4 0.64 ; 3.6192,..:0.1488. 0.1138,;'; 291 ,200.:- 0.64 0.00 - I ' i v \ D - z U U z W w - z p � w w 28D 28 8.0 0.43 0.79 0 340 ` 1:30) 0.00 1.34 ` 0.0010 0.0200 20 0.0833 ';9.16507 a50 3 5182 , 0 }q88 :O;D833;, 4.51 } 33 ;: 1.36 0.00 - $ - O _I ¢ z E 1 ! -0 +25 0 +00 0 +50 0 +75 1 s\ / ¢ ¢ z x 2 for inlets draining to stormwater management facilities, where overland flow to facilities is not mailable, 100% capture is required at 6.5inthr _ a- O O O DRAINAGE DESCRIPTIONS _ t- z0 O U U U ST PIPE INFORMATION If�ETrNFC SL T10N ____ _ WATER SERVICE & FIRE LINE � � L__ � w � � Q J DIA. LENG -fN" SLOPE INVERT INVERT Curb SLOT RIM* COIWutEN1S ° - , -- •-�- -p D ----�- - � � � ♦mn O ~w/ O O En NO. in. fL % IN OtlT MATERIAL INLET TYPE T LENGTH ELEVATION P P D - p V 0 ! / ' T� - _ - - p v I g z R > > Q 28D DI-28 CG-6 6 691.40 VDDTSM. &1 - D -- ° - ( - _ __- _- p ' i r Q p �¢„ W LLU W W W 28C 15 21.62 1.16% 687.40 687.15 RCP ( - -� ' -0 +25 0 +00 0 +50 0 +75 28B DI -2B cG s 6 691.40 -VDOT SfD. +51 - // a o m a a 0 28A 15 20.29 1.73% 687.05 686.70 RCP - - C 2 \ t-a / >> H W U ¢ W W W Q Q _ �� - m EX- ST -26 " - -= . - = --�' / i M > Q w w w STR - 2 V D � EX -STR - 2 V D j - � � EXISTING 20' PRIVMAT T \�_ // RIM: 688.93 - / � , � °� w w � °C � DRAINAGE EASEMENT �. _,/ INV IN: 684.98 - i i > z Table 8: Pipe Design Table ! I i !--- .- .._._.__,-- ._...__.. - - -._ _.___._.._{_._..__......_ _.;..._--- _.__--- l..__.__.__ -_' 812, PG \ - 690.35 TC - 4 /' / { O Ce D.B. 3 .497 INV IN 683 65 _ _ __ ___.. __�_____...- -' ..._ ...-'- -...______{_._ ...__.__ _�- --- ..___{ _... ____... __.____._.' ._._..__...! __,_.._-_ -...' ._. _- _._.__- I_____._._.__�r.___ -_- i i f f EX- STR -28 690 -689.85-E P - INV OUT: 683.55 _,_ .._ ._ -_. ___._ ,.___.____._ __._ _.__.._ ...._.-- _._..� �o RIM. 689.70 -_ - 690.64 TC 690.55 TC PIPE DESIGN _ -..._. _. , _._ ._......_. _.....__ ..._,_.. ._ _ _ ._ __ _. _. � -_ . _ � { / ' OC n = 0.013 for RCP i n = 0.01 for HDPE i n =0.025forCMP ! co INV IN: 684.81 p• } ! INV OUT: 684.71 690.14 EP _ 690.05 EP ___ _ ` - \ P i H drolo 1 ; -- - - -- - = - - / z 90 i- O = m @�i L•� Z v 4 I a - -_- �`-- r o 1�• g m`E i m !I P p 3 _ - L1 ZL c - =�L-r` 9 e.. U 9 EXISTING FIRE HYDRANT r El m! _ 'S. " ! f - E; . -a"'- -;�= -_ -__ __ _.- -_` __- - -L-- __- __._ -___ __ -___ - ___ 0$ 1-1.� - -- m E m: , I � $1 ! _ a : o ' >- - -- Z- - - __ 28A 69 - -- - -- 69U 3 EP / a! I �' r4 q{ t >�D �--- 692 -- _ Pipe run: 28D -EX-26 - _ `D' 691.40 TB 694 28D 288 0.43 0.78 0.340 0.340 8.00 8.35 2.16 667.40 687.15 21.6 0.01 0.°118 15 4.99 0.07 i p - ' 286 EJF28 6.19 6.84 9.160 6.499 6.07 6.33 1.61 887.05 688.70 211.3 6.01 6.0173 15 6.40 QOS -_ ._-- 91-8t _ • -,," 6�'l:2 D �.i:'Y, l l / v. D. il0esi nSto�m Year= 10 1 ___-- .---- - -.__- -- -..._. 1.__.. ____.__t_____. ____._._..___i__.__ -_._- -_ -. ._.____.- ._____ -r. 695.4 T ° ; - .__ - ~ w O N N In jj 28C r-s�•� 696.2 / 28B (,. - -^` -,- • ' _ ^;'. 1-1 M 1-1 \ \ N PONE DOWNSTREAM DRAM RUNOFF CA P1LEF ' RAN AUNOFF' MVERT LEN07H SLOPE DW CAPA YEL FLAW REMARKS.... ...•. - .'.' -- ..-.... _ - '9 STEPS D..._....__. ____._ __....___ _ ._._ _.____- __...__...._.._....__ ._..._._. _ __. ___ ___ -- __..._._ -_ - _____.._.. _ -_ _- __..-- _ -._._. 691.40 TB t - ,69� - o- rn **-'-1 1N-1 .........` "t 695.6 EP / . - STRUCNRE AREA -_[Co NCR ACCU/H TP.IE FALL Q ECEVATANS CITY Tf.Ri - 'P T� Y ACRES C M41 Aff7 C.F.S. UPPER LOWER FEEF FT./FT. tJCNES C.F.S. EP.3. SEC 691.07 EP" .'•/ ' -._... .�- ....'.:- .•...... - ;' 5< �-�?�- - 692.45 ' 2 BRICK n o 1'' l i ....... ' , t� { 696.1 TC / ;.y'l RETAINING P. .. :...:...`........ 7 , 696.1 EP / \ 28D 0.43 0.79 0.34 0.34 6.00 6.35 2.2 ...............'.'.'.'.'.4Sa `.'.'....'.'.'.'.'.'.'.'.' ' ��� r WALL 28B 687.40 687.15 21.62 0.0116 IS 7.0 5.0 4.3 �'.'.'.'.'.'. ....'..' • ' J �Fc \ o ....'.'..' \ `O� .'............'.'.'.'. '.'..'.'.'.'..'...........' p. \ 28B 0.19 0.84 0.16 0.50 6.07 6.33 3.2 20' PRIVATE 28D _ r 687.05 686.70 20.29 0.0173 15 8.5 6.4 3.2 DRAINAGE �a «' F 696.1 TC w V! I D.D. & °YC+�.aF >f §gp?'' t4..;.:: . . . . . . . . . . . 1 ' .. .... -. `•..693.85 EP ,t� .�- �r'- y ' / _ EASEMENT 693.68 TC . .. 5 F j t� 696.1 EP n .....`...`693.1$.EP'�'- ,C`�-L ---m� N{ -Al M / Al M -M n'' M - /�` .r^✓ z r i,�y+�r �tra�x= p . . . . . . . . . . . . . . . . . . . _ r }-; y -`- 't� '.-r' f -' •f '`'''� =i _` T___ - - -- G 69 - - - -i-- P. �d - "- '';z'�.�<fN, _ .'•'.' ....`.-.....`- DRAINAGE AREA TO ,� LU `-� �- 694;7 EP .. / %►� PROPOSED STR -28B ... `.' 694.0TC��t ,1 / .-.. / ! M ..........' '.... 693.5. EP •694`8`. - A = 0.19 AC. ` © p 94.3 P ' Cw = 0.84 fir, Y r ' M r �r � ° �"" ` "urns ",.8,'•X3 4 '`�,'3�;� .'.'.. .. .. :. .'.' ��( j'.� A r \ DRAINAGE .. _a - -- - - - - - ' EXISTING 12" WATERLINE jjI N r ... . . . .t' L }, *':z _� 'C -r / �" - - - - W D 1 DIVIDE (TYP.) :............ ''' -" I® ®! -F�- 696.2 694.61 I III - - - M %� \ X �r EXISTING FIRE HYDRANT ............ . { 1 .. R >'; 3. '• I f f - - - - - - - - ... � .........`.'.' . ..........`.`..... 94.8' C.�.•..� .h'y ,_, g O / D, P'.......... :... 94:3 P... r\F ® BLOCK 1 A N CD �. z 694.6 TC .6.. 71=F? ... - + \� ; 1 6°�O N DRAINAGE AREA TO .... 694.1 EP \ r\ 696.1 TC / - - - - PROPOSED STR -28D . . '.69 9.T -L1 `..1 k��,'� 696.1 EP LL. _ - - - - ' Q C 694 _ A = 0.43 AC. :'694.6a TC ' • • - . �� 1� ; I , c PROPOSED 20' ACSA I 894`_. u C �.(t .�.I NOTE: CONTRACTOR SHALL APPLY FOR A PERMIT > LL Cw = 0.79 -... \694.15 EP '_- - -.' -' �,\ 1 - t UTILITY EASEMENT WITH VDOT FOR WORK WITHIN THE RIGHT -OF -WAY LU z i 696.1 TC ® 5 w �--- .P ,b / Tc = 6 MIN... ..'••.'...' ..'.. ......'..'.'.' '• PROPOSED 6° ,. - , r' • - •' �• y�;:''; I _I / VARIABLE WIDTH C 696.1 EP SANITARY SEWER EASEMENT 693:86.TG' ```''''' ''''• ...' 2 0 . SDR 35 PVC @ 2% 696.1 TC I V 693.53'P �� r,5 D.B. 3738, PG. 195 r TM� S 695.6 EP LOCATION 695.35 ! > 693. 3 C 6.' yr r _ i OF FDC I C1� 693.2 PROPOSED 20 ACSA - �\ C\ 696.1 TC 1 W / I .�� UTILITY EASEMENT a \ ,i 695.6 EP \ J 1 EXISTING 8 PVC - - = - _ _ �' ,. i ti r'""f Cz - - _ - 693.85 EP 694.75 TC - _ SANITARY SE ;. ° t ^ -`' .� _ D A..p - - - - - - ' - - - - - - - - - - - -- - - - ,_,J W 695.25 EP i - - , I EXISTING FIRE c G D i . - . L .M- w _L_P . .«E .• ... P M - ,•e.::8 ;9...y. . D ` l ,-.L A T.- E-- 'r R A T-� _O _ E S_T._ I-NG A_ _ N H 1 / COMPOUND . "•� 696.34 TC 695.67 TC 695.54 TC - __ _ _ _ _ _ _ _ _ _ _ _ ETER IN VAULT _q . - - ---. .". - q - _ ___Y _ __- ' M X I ? / - _ �N '.- . - - - .PO _ - __- I !v1- ° _ n' 1.a,' e ./ct:'yO•I::.,r•.'a: :ptM •:ts ti i , , r . :0- . a .-,.' ' ..." ..1 J l . R n - D p '. ' - � _D R^ M _ . r X •p i - �rD _- _ . f 'Y- \ U . j j 4 II� - VD. "-- •"- •'- M •4 -.- _- - . � 2 . -- - - - - - - - - - - - - - - 696.01 EP 695.34 EP 695.21 EP Iff 67 695.87 695.70 EP 69�TC 0 696.221 _ 695.65 EP FIRE HYDRANT CLAREMONT LANE 696.55 TC \� 2/ ASSE 696.27 696 0 5.89 695.8 695.80 (61'R/W) M M --M M -PA M -M M M M Q EXISTING 12" WATERLINE 12 x4 T. D b D' RELOCATE EXISTING STRUCTURE 12 "x6" T.S. &V. AS SHOWN TO ACCOMMODATE D ENTRANCE FOR BLOCK 2B � ®_ BLOCK 1 Room= D =T 10 EXISTING IRE HYDRANT L- D - -- - - -- -- - _ - I V 1 I D 0 695.2M - -695.2 . D HYDRANT I LL - ;'°.•:,��.. �Cp D D!'.D V �' P D. '�.D D � 'W .. / .P' ..D V� V. G D: .. D H P V O p D D D'. U ry w s9sr F_ ('J s_ D W ¢ / > U) iH d -M 1A ^ _y _M AA M -N• -�.M - -M M - M -M M H LLJ zzzz w - w C1� V uv 1 %J 1 L.O. LJI-L.v GRADE TP= 691.40 INV OUT: 687.40 690 685 15" CL III RCP 22.72 LF @ 1.10% 15" CL III RCP 19.97 LF @ 1.75% 680 O O O O O O O O O O cfl 2 "x4" T.S. &V. 690 PROPOSED 4" LINE EXISTING STORM CROSSING 685 u� Ui � rn -- ---- - -- -- - - - -- - _.._ - - - - - _ -.. - - - -- . EXISTING STORM SEWER �\ OUTFALLS INTO THE EXISTING _ BLOCK 1�_j�_ BLOCK 2 STORMWATER - - -_ p V K V MANAGEMENT FACILITY / r � / 1 T 0 SCOTT R. COLLINSZ Lic. NV o. 035791,E o1SI0NAL E�1 I Q) z Y O b w { D / D .. \; Q cp D. D o. p w O O 1- i- i- 28B 2B 6.0 0.19 0.84 0.160 -;:0.84:.`, 0.00 q84,; 0.0010 0.0200 20 0.0033 _4,1050.4 0.64 ; 3.6192,..:0.1488. 0.1138,;'; 291 ,200.:- 0.64 0.00 - I ' i v \ D - z U U z W w - z p � w w 28D 28 8.0 0.43 0.79 0 340 ` 1:30) 0.00 1.34 ` 0.0010 0.0200 20 0.0833 ';9.16507 a50 3 5182 , 0 }q88 :O;D833;, 4.51 } 33 ;: 1.36 0.00 - $ - O _I ¢ z E 1 ! -0 +25 0 +00 0 +50 0 +75 1 s\ / ¢ ¢ z x 2 for inlets draining to stormwater management facilities, where overland flow to facilities is not mailable, 100% capture is required at 6.5inthr _ a- O O O DRAINAGE DESCRIPTIONS _ t- z0 O U U U ST PIPE INFORMATION If�ETrNFC SL T10N ____ _ WATER SERVICE & FIRE LINE � � L__ � w � � Q J DIA. LENG -fN" SLOPE INVERT INVERT Curb SLOT RIM* COIWutEN1S ° - , -- •-�- -p D ----�- - � � � ♦mn O ~w/ O O En NO. in. fL % IN OtlT MATERIAL INLET TYPE T LENGTH ELEVATION P P D - p V 0 ! / ' T� - _ - - p v I g z R > > Q 28D DI-28 CG-6 6 691.40 VDDTSM. &1 - D -- ° - ( - _ __- _- p ' i r Q p �¢„ W LLU W W W 28C 15 21.62 1.16% 687.40 687.15 RCP ( - -� ' -0 +25 0 +00 0 +50 0 +75 28B DI -2B cG s 6 691.40 -VDOT SfD. +51 - // a o m a a 0 28A 15 20.29 1.73% 687.05 686.70 RCP - - C 2 \ t-a / >> H W U ¢ W W W Q Q _ �� - m EX- ST -26 " - -= . - = --�' / i M > Q w w w STR - 2 V D � EX -STR - 2 V D j - � � EXISTING 20' PRIVMAT T \�_ // RIM: 688.93 - / � , � °� w w � °C � DRAINAGE EASEMENT �. _,/ INV IN: 684.98 - i i > z Table 8: Pipe Design Table ! I i !--- .- .._._.__,-- ._...__.. - - -._ _.___._.._{_._..__......_ _.;..._--- _.__--- l..__.__.__ -_' 812, PG \ - 690.35 TC - 4 /' / { O Ce D.B. 3 .497 INV IN 683 65 _ _ __ ___.. __�_____...- -' ..._ ...-'- -...______{_._ ...__.__ _�- --- ..___{ _... ____... __.____._.' ._._..__...! __,_.._-_ -...' ._. _- _._.__- I_____._._.__�r.___ -_- i i f f EX- STR -28 690 -689.85-E P - INV OUT: 683.55 _,_ .._ ._ -_. ___._ ,.___.____._ __._ _.__.._ ...._.-- _._..� �o RIM. 689.70 -_ - 690.64 TC 690.55 TC PIPE DESIGN _ -..._. _. , _._ ._......_. _.....__ ..._,_.. ._ _ _ ._ __ _. _. � -_ . _ � { / ' OC n = 0.013 for RCP i n = 0.01 for HDPE i n =0.025forCMP ! co INV IN: 684.81 p• } ! INV OUT: 684.71 690.14 EP _ 690.05 EP ___ _ ` - \ P i H drolo 1 ; -- - - -- - = - - / z 90 i- O = m @�i L•� Z v 4 I a - -_- �`-- r o 1�• g m`E i m !I P p 3 _ - L1 ZL c - =�L-r` 9 e.. U 9 EXISTING FIRE HYDRANT r El m! _ 'S. " ! f - E; . -a"'- -;�= -_ -__ __ _.- -_` __- - -L-- __- __._ -___ __ -___ - ___ 0$ 1-1.� - -- m E m: , I � $1 ! _ a : o ' >- - -- Z- - - __ 28A 69 - -- - -- 69U 3 EP / a! I �' r4 q{ t >�D �--- 692 -- _ Pipe run: 28D -EX-26 - _ `D' 691.40 TB 694 28D 288 0.43 0.78 0.340 0.340 8.00 8.35 2.16 667.40 687.15 21.6 0.01 0.°118 15 4.99 0.07 i p - ' 286 EJF28 6.19 6.84 9.160 6.499 6.07 6.33 1.61 887.05 688.70 211.3 6.01 6.0173 15 6.40 QOS -_ ._-- 91-8t _ • -,," 6�'l:2 D �.i:'Y, l l / v. D. il0esi nSto�m Year= 10 1 ___-- .---- - -.__- -- -..._. 1.__.. ____.__t_____. ____._._..___i__.__ -_._- -_ -. ._.____.- ._____ -r. 695.4 T ° ; - .__ - ~ w O N N In jj 28C r-s�•� 696.2 / 28B (,. - -^` -,- • ' _ ^;'. 1-1 M 1-1 \ \ N PONE DOWNSTREAM DRAM RUNOFF CA P1LEF ' RAN AUNOFF' MVERT LEN07H SLOPE DW CAPA YEL FLAW REMARKS.... ...•. - .'.' -- ..-.... _ - '9 STEPS D..._....__. ____._ __....___ _ ._._ _.____- __...__...._.._....__ ._..._._. _ __. ___ ___ -- __..._._ -_ - _____.._.. _ -_ _- __..-- _ -._._. 691.40 TB t - ,69� - o- rn **-'-1 1N-1 .........` "t 695.6 EP / . - STRUCNRE AREA -_[Co NCR ACCU/H TP.IE FALL Q ECEVATANS CITY Tf.Ri - 'P T� Y ACRES C M41 Aff7 C.F.S. UPPER LOWER FEEF FT./FT. tJCNES C.F.S. EP.3. SEC 691.07 EP" .'•/ ' -._... .�- ....'.:- .•...... - ;' 5< �-�?�- - 692.45 ' 2 BRICK n o 1'' l i ....... ' , t� { 696.1 TC / ;.y'l RETAINING P. .. :...:...`........ 7 , 696.1 EP / \ 28D 0.43 0.79 0.34 0.34 6.00 6.35 2.2 ...............'.'.'.'.'.4Sa `.'.'....'.'.'.'.'.'.'.'.' ' ��� r WALL 28B 687.40 687.15 21.62 0.0116 IS 7.0 5.0 4.3 �'.'.'.'.'.'. ....'..' • ' J �Fc \ o ....'.'..' \ `O� .'............'.'.'.'. '.'..'.'.'.'..'...........' p. \ 28B 0.19 0.84 0.16 0.50 6.07 6.33 3.2 20' PRIVATE 28D _ r 687.05 686.70 20.29 0.0173 15 8.5 6.4 3.2 DRAINAGE �a «' F 696.1 TC w V! I D.D. & °YC+�.aF >f §gp?'' t4..;.:: . . . . . . . . . . . 1 ' .. .... -. `•..693.85 EP ,t� .�- �r'- y ' / _ EASEMENT 693.68 TC . .. 5 F j t� 696.1 EP n .....`...`693.1$.EP'�'- ,C`�-L ---m� N{ -Al M / Al M -M n'' M - /�` .r^✓ z r i,�y+�r �tra�x= p . . . . . . . . . . . . . . . . . . . _ r }-; y -`- 't� '.-r' f -' •f '`'''� =i _` T___ - - -- G 69 - - - -i-- P. �d - "- '';z'�.�<fN, _ .'•'.' ....`.-.....`- DRAINAGE AREA TO ,� LU `-� �- 694;7 EP .. / %►� PROPOSED STR -28B ... `.' 694.0TC��t ,1 / .-.. / ! M ..........' '.... 693.5. EP •694`8`. - A = 0.19 AC. ` © p 94.3 P ' Cw = 0.84 fir, Y r ' M r �r � ° �"" ` "urns ",.8,'•X3 4 '`�,'3�;� .'.'.. .. .. :. .'.' ��( j'.� A r \ DRAINAGE .. _a - -- - - - - - ' EXISTING 12" WATERLINE jjI N r ... . . . .t' L }, *':z _� 'C -r / �" - - - - W D 1 DIVIDE (TYP.) :............ ''' -" I® ®! -F�- 696.2 694.61 I III - - - M %� \ X �r EXISTING FIRE HYDRANT ............ . { 1 .. R >'; 3. '• I f f - - - - - - - - ... � .........`.'.' . ..........`.`..... 94.8' C.�.•..� .h'y ,_, g O / D, P'.......... :... 94:3 P... r\F ® BLOCK 1 A N CD �. z 694.6 TC .6.. 71=F? ... - + \� ; 1 6°�O N DRAINAGE AREA TO .... 694.1 EP \ r\ 696.1 TC / - - - - PROPOSED STR -28D . . '.69 9.T -L1 `..1 k��,'� 696.1 EP LL. _ - - - - ' Q C 694 _ A = 0.43 AC. :'694.6a TC ' • • - . �� 1� ; I , c PROPOSED 20' ACSA I 894`_. u C �.(t .�.I NOTE: CONTRACTOR SHALL APPLY FOR A PERMIT > LL Cw = 0.79 -... \694.15 EP '_- - -.' -' �,\ 1 - t UTILITY EASEMENT WITH VDOT FOR WORK WITHIN THE RIGHT -OF -WAY LU z i 696.1 TC ® 5 w �--- .P ,b / Tc = 6 MIN... ..'••.'...' ..'.. ......'..'.'.' '• PROPOSED 6° ,. - , r' • - •' �• y�;:''; I _I / VARIABLE WIDTH C 696.1 EP SANITARY SEWER EASEMENT 693:86.TG' ```''''' ''''• ...' 2 0 . SDR 35 PVC @ 2% 696.1 TC I V 693.53'P �� r,5 D.B. 3738, PG. 195 r TM� S 695.6 EP LOCATION 695.35 ! > 693. 3 C 6.' yr r _ i OF FDC I C1� 693.2 PROPOSED 20 ACSA - �\ C\ 696.1 TC 1 W / I .�� UTILITY EASEMENT a \ ,i 695.6 EP \ J 1 EXISTING 8 PVC - - = - _ _ �' ,. i ti r'""f Cz - - _ - 693.85 EP 694.75 TC - _ SANITARY SE ;. ° t ^ -`' .� _ D A..p - - - - - - ' - - - - - - - - - - - -- - - - ,_,J W 695.25 EP i - - , I EXISTING FIRE c G D i . - . L .M- w _L_P . .«E .• ... P M - ,•e.::8 ;9...y. . D ` l ,-.L A T.- E-- 'r R A T-� _O _ E S_T._ I-NG A_ _ N H 1 / COMPOUND . "•� 696.34 TC 695.67 TC 695.54 TC - __ _ _ _ _ _ _ _ _ _ _ _ ETER IN VAULT _q . - - ---. .". - q - _ ___Y _ __- ' M X I ? / - _ �N '.- . - - - .PO _ - __- I !v1- ° _ n' 1.a,' e ./ct:'yO•I::.,r•.'a: :ptM •:ts ti i , , r . :0- . a .-,.' ' ..." ..1 J l . R n - D p '. ' - � _D R^ M _ . r X •p i - �rD _- _ . f 'Y- \ U . j j 4 II� - VD. "-- •"- •'- M •4 -.- _- - . � 2 . -- - - - - - - - - - - - - - - 696.01 EP 695.34 EP 695.21 EP Iff 67 695.87 695.70 EP 69�TC 0 696.221 _ 695.65 EP FIRE HYDRANT CLAREMONT LANE 696.55 TC \� 2/ ASSE 696.27 696 0 5.89 695.8 695.80 (61'R/W) M M --M M -PA M -M M M M Q EXISTING 12" WATERLINE 12 x4 T. D b D' RELOCATE EXISTING STRUCTURE 12 "x6" T.S. &V. AS SHOWN TO ACCOMMODATE D ENTRANCE FOR BLOCK 2B � ®_ BLOCK 1 Room= D =T 10 EXISTING IRE HYDRANT L- D - -- - - -- -- - _ - I V 1 I D 0 695.2M - -695.2 . D HYDRANT I LL - ;'°.•:,��.. �Cp D D!'.D V �' P D. '�.D D � 'W .. / .P' ..D V� V. G D: .. D H P V O p D D D'. U ry w s9sr F_ ('J s_ D W ¢ / > U) iH d -M 1A ^ _y _M AA M -N• -�.M - -M M - M -M M H LLJ zzzz w - w C1� EXISTING G GRADE 695 T028B{ i(} s! fir`• 8� pi; o, 1�,� AA {i q2 O!' N !q �i y,• W m :' W ..•, W 28B 2B 8.0 0.19 0,84 0.160 :1 a4 0.00 ; 1.04s 0.0010 0.0200 2.0 0.0833 } 1.05l• 0.54 1.04 0.00 28D 28 6.0 0.43 0.79 0340 2:21 ". 0.00 ,2.21? 0.0010 0.0200 2.0 °.0833 ';4x1850 =; 0.92 "35192. Q1466 0:1540;; .2.21 0.00 - - for inlets draining to siormwater management facilities, where overland flaw to facilities is not available, 100% capture is required at 6.5in/hr INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) .. _ __ _ ._,. 1 - Intensity. ..._ . __ 4.00 _. - F(lnEens�ty is 4 m/hr for spreads. and 6 5 iNhr for capacity and depih�.. ' _r . ... , ____; i ..._.. Manni Coefficient n is 0.013 Inlet i 4 { dr { =Curb and Gutter I Inlet 1 O ®; I U� �i W tit i U),; 1 a t A o LL I ? ? J 4 U i -- %: , d': C7 , In ; 01 : . rp .; , ..lp: m 2 "x4" T.S. &V. 690 PROPOSED 4" LINE EXISTING STORM CROSSING 685 u� Ui � rn -- ---- - -- -- - - - -- - _.._ - - - - - _ -.. - - - -- . EXISTING STORM SEWER �\ OUTFALLS INTO THE EXISTING _ BLOCK 1�_j�_ BLOCK 2 STORMWATER - - -_ p V K V MANAGEMENT FACILITY / r � / 1 T 0 SCOTT R. COLLINSZ Lic. NV o. 035791,E o1SI0NAL E�1 I Q) z Y O b w { D / D .. \; Q cp D. D o. p w O O 1- i- i- 28B 2B 6.0 0.19 0.84 0.160 -;:0.84:.`, 0.00 q84,; 0.0010 0.0200 20 0.0033 _4,1050.4 0.64 ; 3.6192,..:0.1488. 0.1138,;'; 291 ,200.:- 0.64 0.00 - I ' i v \ D - z U U z W w - z p � w w 28D 28 8.0 0.43 0.79 0 340 ` 1:30) 0.00 1.34 ` 0.0010 0.0200 20 0.0833 ';9.16507 a50 3 5182 , 0 }q88 :O;D833;, 4.51 } 33 ;: 1.36 0.00 - $ - O _I ¢ z E 1 ! -0 +25 0 +00 0 +50 0 +75 1 s\ / ¢ ¢ z x 2 for inlets draining to stormwater management facilities, where overland flow to facilities is not mailable, 100% capture is required at 6.5inthr _ a- O O O DRAINAGE DESCRIPTIONS _ t- z0 O U U U ST PIPE INFORMATION If�ETrNFC SL T10N ____ _ WATER SERVICE & FIRE LINE � � L__ � w � � Q J DIA. LENG -fN" SLOPE INVERT INVERT Curb SLOT RIM* COIWutEN1S ° - , -- •-�- -p D ----�- - � � � ♦mn O ~w/ O O En NO. in. fL % IN OtlT MATERIAL INLET TYPE T LENGTH ELEVATION P P D - p V 0 ! / ' T� - _ - - p v I g z R > > Q 28D DI-28 CG-6 6 691.40 VDDTSM. &1 - D -- ° - ( - _ __- _- p ' i r Q p �¢„ W LLU W W W 28C 15 21.62 1.16% 687.40 687.15 RCP ( - -� ' -0 +25 0 +00 0 +50 0 +75 28B DI -2B cG s 6 691.40 -VDOT SfD. +51 - // a o m a a 0 28A 15 20.29 1.73% 687.05 686.70 RCP - - C 2 \ t-a / >> H W U ¢ W W W Q Q _ �� - m EX- ST -26 " - -= . - = --�' / i M > Q w w w STR - 2 V D � EX -STR - 2 V D j - � � EXISTING 20' PRIVMAT T \�_ // RIM: 688.93 - / � , � °� w w � °C � DRAINAGE EASEMENT �. _,/ INV IN: 684.98 - i i > z Table 8: Pipe Design Table ! I i !--- .- .._._.__,-- ._...__.. - - -._ _.___._.._{_._..__......_ _.;..._--- _.__--- l..__.__.__ -_' 812, PG \ - 690.35 TC - 4 /' / { O Ce D.B. 3 .497 INV IN 683 65 _ _ __ ___.. __�_____...- -' ..._ ...-'- -...______{_._ ...__.__ _�- --- ..___{ _... ____... __.____._.' ._._..__...! __,_.._-_ -...' ._. _- _._.__- I_____._._.__�r.___ -_- i i f f EX- STR -28 690 -689.85-E P - INV OUT: 683.55 _,_ .._ ._ -_. ___._ ,.___.____._ __._ _.__.._ ...._.-- _._..� �o RIM. 689.70 -_ - 690.64 TC 690.55 TC PIPE DESIGN _ -..._. _. , _._ ._......_. _.....__ ..._,_.. ._ _ _ ._ __ _. _. � -_ . _ � { / ' OC n = 0.013 for RCP i n = 0.01 for HDPE i n =0.025forCMP ! co INV IN: 684.81 p• } ! INV OUT: 684.71 690.14 EP _ 690.05 EP ___ _ ` - \ P i H drolo 1 ; -- - - -- - = - - / z 90 i- O = m @�i L•� Z v 4 I a - -_- �`-- r o 1�• g m`E i m !I P p 3 _ - L1 ZL c - =�L-r` 9 e.. U 9 EXISTING FIRE HYDRANT r El m! _ 'S. " ! f - E; . -a"'- -;�= -_ -__ __ _.- -_` __- - -L-- __- __._ -___ __ -___ - ___ 0$ 1-1.� - -- m E m: , I � $1 ! _ a : o ' >- - -- Z- - - __ 28A 69 - -- - -- 69U 3 EP / a! I �' r4 q{ t >�D �--- 692 -- _ Pipe run: 28D -EX-26 - _ `D' 691.40 TB 694 28D 288 0.43 0.78 0.340 0.340 8.00 8.35 2.16 667.40 687.15 21.6 0.01 0.°118 15 4.99 0.07 i p - ' 286 EJF28 6.19 6.84 9.160 6.499 6.07 6.33 1.61 887.05 688.70 211.3 6.01 6.0173 15 6.40 QOS -_ ._-- 91-8t _ • -,," 6�'l:2 D �.i:'Y, l l / v. D. il0esi nSto�m Year= 10 1 ___-- .---- - -.__- -- -..._. 1.__.. ____.__t_____. ____._._..___i__.__ -_._- -_ -. ._.____.- ._____ -r. 695.4 T ° ; - .__ - ~ w O N N In jj 28C r-s�•� 696.2 / 28B (,. - -^` -,- • ' _ ^;'. 1-1 M 1-1 \ \ N PONE DOWNSTREAM DRAM RUNOFF CA P1LEF ' RAN AUNOFF' MVERT LEN07H SLOPE DW CAPA YEL FLAW REMARKS.... ...•. - .'.' -- ..-.... _ - '9 STEPS D..._....__. ____._ __....___ _ ._._ _.____- __...__...._.._....__ ._..._._. _ __. ___ ___ -- __..._._ -_ - _____.._.. _ -_ _- __..-- _ -._._. 691.40 TB t - ,69� - o- rn **-'-1 1N-1 .........` "t 695.6 EP / . - STRUCNRE AREA -_[Co NCR ACCU/H TP.IE FALL Q ECEVATANS CITY Tf.Ri - 'P T� Y ACRES C M41 Aff7 C.F.S. UPPER LOWER FEEF FT./FT. tJCNES C.F.S. EP.3. SEC 691.07 EP" .'•/ ' -._... .�- ....'.:- .•...... - ;' 5< �-�?�- - 692.45 ' 2 BRICK n o 1'' l i ....... ' , t� { 696.1 TC / ;.y'l RETAINING P. .. :...:...`........ 7 , 696.1 EP / \ 28D 0.43 0.79 0.34 0.34 6.00 6.35 2.2 ...............'.'.'.'.'.4Sa `.'.'....'.'.'.'.'.'.'.'.' ' ��� r WALL 28B 687.40 687.15 21.62 0.0116 IS 7.0 5.0 4.3 �'.'.'.'.'.'. ....'..' • ' J �Fc \ o ....'.'..' \ `O� .'............'.'.'.'. '.'..'.'.'.'..'...........' p. \ 28B 0.19 0.84 0.16 0.50 6.07 6.33 3.2 20' PRIVATE 28D _ r 687.05 686.70 20.29 0.0173 15 8.5 6.4 3.2 DRAINAGE �a «' F 696.1 TC w V! I D.D. & °YC+�.aF >f §gp?'' t4..;.:: . . . . . . . . . . . 1 ' .. .... -. `•..693.85 EP ,t� .�- �r'- y ' / _ EASEMENT 693.68 TC . .. 5 F j t� 696.1 EP n .....`...`693.1$.EP'�'- ,C`�-L ---m� N{ -Al M / Al M -M n'' M - /�` .r^✓ z r i,�y+�r �tra�x= p . . . . . . . . . . . . . . . . . . . _ r }-; y -`- 't� '.-r' f -' •f '`'''� =i _` T___ - - -- G 69 - - - -i-- P. �d - "- '';z'�.�<fN, _ .'•'.' ....`.-.....`- DRAINAGE AREA TO ,� LU `-� �- 694;7 EP .. / %►� PROPOSED STR -28B ... `.' 694.0TC��t ,1 / .-.. / ! M ..........' '.... 693.5. EP •694`8`. - A = 0.19 AC. ` © p 94.3 P ' Cw = 0.84 fir, Y r ' M r �r � ° �"" ` "urns ",.8,'•X3 4 '`�,'3�;� .'.'.. .. .. :. .'.' ��( j'.� A r \ DRAINAGE .. _a - -- - - - - - ' EXISTING 12" WATERLINE jjI N r ... . . . .t' L }, *':z _� 'C -r / �" - - - - W D 1 DIVIDE (TYP.) :............ ''' -" I® ®! -F�- 696.2 694.61 I III - - - M %� \ X �r EXISTING FIRE HYDRANT ............ . { 1 .. R >'; 3. '• I f f - - - - - - - - ... � .........`.'.' . ..........`.`..... 94.8' C.�.•..� .h'y ,_, g O / D, P'.......... :... 94:3 P... r\F ® BLOCK 1 A N CD �. z 694.6 TC .6.. 71=F? ... - + \� ; 1 6°�O N DRAINAGE AREA TO .... 694.1 EP \ r\ 696.1 TC / - - - - PROPOSED STR -28D . . '.69 9.T -L1 `..1 k��,'� 696.1 EP LL. _ - - - - ' Q C 694 _ A = 0.43 AC. :'694.6a TC ' • • - . �� 1� ; I , c PROPOSED 20' ACSA I 894`_. u C �.(t .�.I NOTE: CONTRACTOR SHALL APPLY FOR A PERMIT > LL Cw = 0.79 -... \694.15 EP '_- - -.' -' �,\ 1 - t UTILITY EASEMENT WITH VDOT FOR WORK WITHIN THE RIGHT -OF -WAY LU z i 696.1 TC ® 5 w �--- .P ,b / Tc = 6 MIN... ..'••.'...' ..'.. ......'..'.'.' '• PROPOSED 6° ,. - , r' • - •' �• y�;:''; I _I / VARIABLE WIDTH C 696.1 EP SANITARY SEWER EASEMENT 693:86.TG' ```''''' ''''• ...' 2 0 . SDR 35 PVC @ 2% 696.1 TC I V 693.53'P �� r,5 D.B. 3738, PG. 195 r TM� S 695.6 EP LOCATION 695.35 ! > 693. 3 C 6.' yr r _ i OF FDC I C1� 693.2 PROPOSED 20 ACSA - �\ C\ 696.1 TC 1 W / I .�� UTILITY EASEMENT a \ ,i 695.6 EP \ J 1 EXISTING 8 PVC - - = - _ _ �' ,. i ti r'""f Cz - - _ - 693.85 EP 694.75 TC - _ SANITARY SE ;. ° t ^ -`' .� _ D A..p - - - - - - ' - - - - - - - - - - - -- - - - ,_,J W 695.25 EP i - - , I EXISTING FIRE c G D i . - . L .M- w _L_P . .«E .• ... P M - ,•e.::8 ;9...y. . D ` l ,-.L A T.- E-- 'r R A T-� _O _ E S_T._ I-NG A_ _ N H 1 / COMPOUND . "•� 696.34 TC 695.67 TC 695.54 TC - __ _ _ _ _ _ _ _ _ _ _ _ ETER IN VAULT _q . - - ---. .". - q - _ ___Y _ __- ' M X I ? / - _ �N '.- . - - - .PO _ - __- I !v1- ° _ n' 1.a,' e ./ct:'yO•I::.,r•.'a: :ptM •:ts ti i , , r . :0- . a .-,.' ' ..." ..1 J l . R n - D p '. ' - � _D R^ M _ . r X •p i - �rD _- _ . f 'Y- \ U . j j 4 II� - VD. "-- •"- •'- M •4 -.- _- - . � 2 . -- - - - - - - - - - - - - - - 696.01 EP 695.34 EP 695.21 EP Iff 67 695.87 695.70 EP 69�TC 0 696.221 _ 695.65 EP FIRE HYDRANT CLAREMONT LANE 696.55 TC \� 2/ ASSE 696.27 696 0 5.89 695.8 695.80 (61'R/W) M M --M M -PA M -M M M M Q EXISTING 12" WATERLINE 12 x4 T. D b D' RELOCATE EXISTING STRUCTURE 12 "x6" T.S. &V. AS SHOWN TO ACCOMMODATE D ENTRANCE FOR BLOCK 2B � ®_ BLOCK 1 Room= D =T 10 EXISTING IRE HYDRANT L- D - -- - - -- -- - _ - I V 1 I D 0 695.2M - -695.2 . D HYDRANT I LL - ;'°.•:,��.. �Cp D D!'.D V �' P D. '�.D D � 'W .. / .P' ..D V� V. G D: .. D H P V O p D D D'. U ry w s9sr F_ ('J s_ D W ¢ / > U) iH d -M 1A ^ _y _M AA M -N• -�.M - -M M - M -M M H LLJ zzzz w - w C1� EXISTING G GRADE 695 -- ---- - -- -- - - - -- - _.._ - - - - - _ -.. - - - -- . EXISTING STORM SEWER �\ OUTFALLS INTO THE EXISTING _ BLOCK 1�_j�_ BLOCK 2 STORMWATER - - -_ p V K V MANAGEMENT FACILITY / r � / 1 T 0 SCOTT R. COLLINSZ Lic. NV o. 035791,E o1SI0NAL E�1 I Q) z Y O b w { D / D .. \; Q cp D. D o. p w O O 1- i- i- 28B 2B 6.0 0.19 0.84 0.160 -;:0.84:.`, 0.00 q84,; 0.0010 0.0200 20 0.0033 _4,1050.4 0.64 ; 3.6192,..:0.1488. 0.1138,;'; 291 ,200.:- 0.64 0.00 - I ' i v \ D - z U U z W w - z p � w w 28D 28 8.0 0.43 0.79 0 340 ` 1:30) 0.00 1.34 ` 0.0010 0.0200 20 0.0833 ';9.16507 a50 3 5182 , 0 }q88 :O;D833;, 4.51 } 33 ;: 1.36 0.00 - $ - O _I ¢ z E 1 ! -0 +25 0 +00 0 +50 0 +75 1 s\ / ¢ ¢ z x 2 for inlets draining to stormwater management facilities, where overland flow to facilities is not mailable, 100% capture is required at 6.5inthr _ a- O O O DRAINAGE DESCRIPTIONS _ t- z0 O U U U ST PIPE INFORMATION If�ETrNFC SL T10N ____ _ WATER SERVICE & FIRE LINE � � L__ � w � � Q J DIA. LENG -fN" SLOPE INVERT INVERT Curb SLOT RIM* COIWutEN1S ° - , -- •-�- -p D ----�- - � � � ♦mn O ~w/ O O En NO. in. fL % IN OtlT MATERIAL INLET TYPE T LENGTH ELEVATION P P D - p V 0 ! / ' T� - _ - - p v I g z R > > Q 28D DI-28 CG-6 6 691.40 VDDTSM. &1 - D -- ° - ( - _ __- _- p ' i r Q p �¢„ W LLU W W W 28C 15 21.62 1.16% 687.40 687.15 RCP ( - -� ' -0 +25 0 +00 0 +50 0 +75 28B DI -2B cG s 6 691.40 -VDOT SfD. +51 - // a o m a a 0 28A 15 20.29 1.73% 687.05 686.70 RCP - - C 2 \ t-a / >> H W U ¢ W W W Q Q _ �� - m EX- ST -26 " - -= . - = --�' / i M > Q w w w STR - 2 V D � EX -STR - 2 V D j - � � EXISTING 20' PRIVMAT T \�_ // RIM: 688.93 - / � , � °� w w � °C � DRAINAGE EASEMENT �. _,/ INV IN: 684.98 - i i > z Table 8: Pipe Design Table ! I i !--- .- .._._.__,-- ._...__.. - - -._ _.___._.._{_._..__......_ _.;..._--- _.__--- l..__.__.__ -_' 812, PG \ - 690.35 TC - 4 /' / { O Ce D.B. 3 .497 INV IN 683 65 _ _ __ ___.. __�_____...- -' ..._ ...-'- -...______{_._ ...__.__ _�- --- ..___{ _... ____... __.____._.' ._._..__...! __,_.._-_ -...' ._. _- _._.__- I_____._._.__�r.___ -_- i i f f EX- STR -28 690 -689.85-E P - INV OUT: 683.55 _,_ .._ ._ -_. ___._ ,.___.____._ __._ _.__.._ ...._.-- _._..� �o RIM. 689.70 -_ - 690.64 TC 690.55 TC PIPE DESIGN _ -..._. _. , _._ ._......_. _.....__ ..._,_.. ._ _ _ ._ __ _. _. � -_ . _ � { / ' OC n = 0.013 for RCP i n = 0.01 for HDPE i n =0.025forCMP ! co INV IN: 684.81 p• } ! INV OUT: 684.71 690.14 EP _ 690.05 EP ___ _ ` - \ P i H drolo 1 ; -- - - -- - = - - / z 90 i- O = m @�i L•� Z v 4 I a - -_- �`-- r o 1�• g m`E i m !I P p 3 _ - L1 ZL c - =�L-r` 9 e.. U 9 EXISTING FIRE HYDRANT r El m! _ 'S. " ! f - E; . -a"'- -;�= -_ -__ __ _.- -_` __- - -L-- __- __._ -___ __ -___ - ___ 0$ 1-1.� - -- m E m: , I � $1 ! _ a : o ' >- - -- Z- - - __ 28A 69 - -- - -- 69U 3 EP / a! I �' r4 q{ t >�D �--- 692 -- _ Pipe run: 28D -EX-26 - _ `D' 691.40 TB 694 28D 288 0.43 0.78 0.340 0.340 8.00 8.35 2.16 667.40 687.15 21.6 0.01 0.°118 15 4.99 0.07 i p - ' 286 EJF28 6.19 6.84 9.160 6.499 6.07 6.33 1.61 887.05 688.70 211.3 6.01 6.0173 15 6.40 QOS -_ ._-- 91-8t _ • -,," 6�'l:2 D �.i:'Y, l l / v. D. il0esi nSto�m Year= 10 1 ___-- .---- - -.__- -- -..._. 1.__.. ____.__t_____. ____._._..___i__.__ -_._- -_ -. ._.____.- ._____ -r. 695.4 T ° ; - .__ - ~ w O N N In jj 28C r-s�•� 696.2 / 28B (,. - -^` -,- • ' _ ^;'. 1-1 M 1-1 \ \ N PONE DOWNSTREAM DRAM RUNOFF CA P1LEF ' RAN AUNOFF' MVERT LEN07H SLOPE DW CAPA YEL FLAW REMARKS.... ...•. - .'.' -- ..-.... _ - '9 STEPS D..._....__. ____._ __....___ _ ._._ _.____- __...__...._.._....__ ._..._._. _ __. ___ ___ -- __..._._ -_ - _____.._.. _ -_ _- __..-- _ -._._. 691.40 TB t - ,69� - o- rn **-'-1 1N-1 .........` "t 695.6 EP / . - STRUCNRE AREA -_[Co NCR ACCU/H TP.IE FALL Q ECEVATANS CITY Tf.Ri - 'P T� Y ACRES C M41 Aff7 C.F.S. UPPER LOWER FEEF FT./FT. tJCNES C.F.S. EP.3. SEC 691.07 EP" .'•/ ' -._... .�- ....'.:- .•...... - ;' 5< �-�?�- - 692.45 ' 2 BRICK n o 1'' l i ....... ' , t� { 696.1 TC / ;.y'l RETAINING P. .. :...:...`........ 7 , 696.1 EP / \ 28D 0.43 0.79 0.34 0.34 6.00 6.35 2.2 ...............'.'.'.'.'.4Sa `.'.'....'.'.'.'.'.'.'.'.' ' ��� r WALL 28B 687.40 687.15 21.62 0.0116 IS 7.0 5.0 4.3 �'.'.'.'.'.'. ....'..' • ' J �Fc \ o ....'.'..' \ `O� .'............'.'.'.'. '.'..'.'.'.'..'...........' p. \ 28B 0.19 0.84 0.16 0.50 6.07 6.33 3.2 20' PRIVATE 28D _ r 687.05 686.70 20.29 0.0173 15 8.5 6.4 3.2 DRAINAGE �a «' F 696.1 TC w V! I D.D. & °YC+�.aF >f §gp?'' t4..;.:: . . . . . . . . . . . 1 ' .. .... -. `•..693.85 EP ,t� .�- �r'- y ' / _ EASEMENT 693.68 TC . .. 5 F j t� 696.1 EP n .....`...`693.1$.EP'�'- ,C`�-L ---m� N{ -Al M / Al M -M n'' M - /�` .r^✓ z r i,�y+�r �tra�x= p . . . . . . . . . . . . . . . . . . . _ r }-; y -`- 't� '.-r' f -' •f '`'''� =i _` T___ - - -- G 69 - - - -i-- P. �d - "- '';z'�.�<fN, _ .'•'.' ....`.-.....`- DRAINAGE AREA TO ,� LU `-� �- 694;7 EP .. / %►� PROPOSED STR -28B ... `.' 694.0TC��t ,1 / .-.. / ! M ..........' '.... 693.5. EP •694`8`. - A = 0.19 AC. ` © p 94.3 P ' Cw = 0.84 fir, Y r ' M r �r � ° �"" ` "urns ",.8,'•X3 4 '`�,'3�;� .'.'.. .. .. :. .'.' ��( j'.� A r \ DRAINAGE .. _a - -- - - - - - ' EXISTING 12" WATERLINE jjI N r ... . . . .t' L }, *':z _� 'C -r / �" - - - - W D 1 DIVIDE (TYP.) :............ ''' -" I® ®! -F�- 696.2 694.61 I III - - - M %� \ X �r EXISTING FIRE HYDRANT ............ . { 1 .. R >'; 3. '• I f f - - - - - - - - ... � .........`.'.' . ..........`.`..... 94.8' C.�.•..� .h'y ,_, g O / D, P'.......... :... 94:3 P... r\F ® BLOCK 1 A N CD �. z 694.6 TC .6.. 71=F? ... - + \� ; 1 6°�O N DRAINAGE AREA TO .... 694.1 EP \ r\ 696.1 TC / - - - - PROPOSED STR -28D . . '.69 9.T -L1 `..1 k��,'� 696.1 EP LL. _ - - - - ' Q C 694 _ A = 0.43 AC. :'694.6a TC ' • • - . �� 1� ; I , c PROPOSED 20' ACSA I 894`_. u C �.(t .�.I NOTE: CONTRACTOR SHALL APPLY FOR A PERMIT > LL Cw = 0.79 -... \694.15 EP '_- - -.' -' �,\ 1 - t UTILITY EASEMENT WITH VDOT FOR WORK WITHIN THE RIGHT -OF -WAY LU z i 696.1 TC ® 5 w �--- .P ,b / Tc = 6 MIN... ..'••.'...' ..'.. ......'..'.'.' '• PROPOSED 6° ,. - , r' • - •' �• y�;:''; I _I / VARIABLE WIDTH C 696.1 EP SANITARY SEWER EASEMENT 693:86.TG' ```''''' ''''• ...' 2 0 . SDR 35 PVC @ 2% 696.1 TC I V 693.53'P �� r,5 D.B. 3738, PG. 195 r TM� S 695.6 EP LOCATION 695.35 ! > 693. 3 C 6.' yr r _ i OF FDC I C1� 693.2 PROPOSED 20 ACSA - �\ C\ 696.1 TC 1 W / I .�� UTILITY EASEMENT a \ ,i 695.6 EP \ J 1 EXISTING 8 PVC - - = - _ _ �' ,. i ti r'""f Cz - - _ - 693.85 EP 694.75 TC - _ SANITARY SE ;. ° t ^ -`' .� _ D A..p - - - - - - ' - - - - - - - - - - - -- - - - ,_,J W 695.25 EP i - - , I EXISTING FIRE c G D i . - . L .M- w _L_P . .«E .• ... P M - ,•e.::8 ;9...y. . D ` l ,-.L A T.- E-- 'r R A T-� _O _ E S_T._ I-NG A_ _ N H 1 / COMPOUND . "•� 696.34 TC 695.67 TC 695.54 TC - __ _ _ _ _ _ _ _ _ _ _ _ ETER IN VAULT _q . - - ---. .". - q - _ ___Y _ __- ' M X I ? / - _ �N '.- . - - - .PO _ - __- I !v1- ° _ n' 1.a,' e ./ct:'yO•I::.,r•.'a: :ptM •:ts ti i , , r . :0- . a .-,.' ' ..." ..1 J l . R n - D p '. ' - � _D R^ M _ . r X •p i - �rD _- _ . f 'Y- \ U . j j 4 II� - VD. "-- •"- •'- M •4 -.- _- - . � 2 . -- - - - - - - - - - - - - - - 696.01 EP 695.34 EP 695.21 EP Iff 67 695.87 695.70 EP 69�TC 0 696.221 _ 695.65 EP FIRE HYDRANT CLAREMONT LANE 696.55 TC \� 2/ ASSE 696.27 696 0 5.89 695.8 695.80 (61'R/W) M M --M M -PA M -M M M M Q EXISTING 12" WATERLINE 12 x4 T. D b D' RELOCATE EXISTING STRUCTURE 12 "x6" T.S. &V. AS SHOWN TO ACCOMMODATE D ENTRANCE FOR BLOCK 2B � ®_ BLOCK 1 Room= D =T 10 EXISTING IRE HYDRANT L- D - -- - - -- -- - _ - I V 1 I D 0 695.2M - -695.2 . D HYDRANT I LL - ;'°.•:,��.. �Cp D D!'.D V �' P D. '�.D D � 'W .. / .P' ..D V� V. G D: .. D H P V O p D D D'. U ry w s9sr F_ ('J s_ D W ¢ / > U) iH d -M 1A ^ _y _M AA M -N• -�.M - -M M - M -M M H LLJ zzzz w - w C1� P M - ,•e.::8 ;9...y. . D ` l ,-.L A T.- E-- 'r R A T-� _O _ E S_T._ I-NG A_ _ N H 1 / COMPOUND . "•� 696.34 TC 695.67 TC 695.54 TC - __ _ _ _ _ _ _ _ _ _ _ _ ETER IN VAULT _q . - - ---. .". - q - _ ___Y _ __- ' M X I ? / - _ �N '.- . - - - .PO _ - __- I !v1- ° _ n' 1.a,' e ./ct:'yO•I::.,r•.'a: :ptM •:ts ti i , , r . :0- . a .-,.' ' ..." ..1 J l . R n - D p '. ' - � _D R^ M _ . r X •p i - �rD _- _ . f 'Y- \ U . j j 4 II� - VD. "-- •"- •'- M •4 -.- _- - . � 2 . -- - - - - - - - - - - - - - - 696.01 EP 695.34 EP 695.21 EP Iff 67 695.87 695.70 EP 69�TC 0 696.221 _ 695.65 EP FIRE HYDRANT CLAREMONT LANE 696.55 TC \� 2/ ASSE 696.27 696 0 5.89 695.8 695.80 (61'R/W) M M --M M -PA M -M M M M Q EXISTING 12" WATERLINE 12 x4 T. D b D' RELOCATE EXISTING STRUCTURE 12 "x6" T.S. &V. AS SHOWN TO ACCOMMODATE D ENTRANCE FOR BLOCK 2B � ®_ BLOCK 1 Room= D =T 10 EXISTING IRE HYDRANT L- D - -- - - -- -- - _ - I V 1 I D 0 695.2M - -695.2 . D HYDRANT I LL - ;'°.•:,��.. �Cp D D!'.D V �' P D. '�.D D � 'W .. / .P' ..D V� V. G D: .. D H P V O p D D D'. U ry w s9sr F_ ('J s_ D W ¢ / > U) iH d -M 1A ^ _y _M AA M -N• -�.M - -M M - M -M M H LLJ zzzz w - w C1� at all cut and sill transitions and grade sag points as shown on the road profiles. storm d culverts that are deemed 12. Avid o camera inspection is required for all sewers an its e � � inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND General Construction Notes for Streets (This list is in addition to the General Construction TANGENT PLAN cROSSIN c .: ct�o 2" SURFACE COURSE Notes) WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE . WtliM+1 GRMWUIi NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR CBR 1. All materials and construction must be tested and documented according to VDOT standards and specifications. ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: Surface 2. Surface drainage and pipe discharge must be retained within the public right -of -way or WITHIN Gt105SWALK:, .. TYPE , k :(PEAR ARl, CATION <1M -H AuFFER STRIP) .._. .. . MBE: Tk I LK�NO THE SA 77SFACTION OF THE ENGINEER. within easements prior to acceptance. All drainage outfall easements are to be extended to i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. .. A OMP - . T U%P FOR. iR2t THAT ANTES M+DEfi ;SAXiMN3t. '. AY TOP Of waryl!nWtipn "o:fF4.P tVn!%A.i$.. C1�Q.R7,� LENOXH:BFF$t F�t.IS:; a boundary line or a natural watercourse. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE BASE COURSE, VDOT #211 3. Guardrail locations are approximate. Exact length, location and appropriate end treatments ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE BEiNG EASEMENT. OTHER TREES AND VEGETATION WHICH will be field verified at the time of construction. Additional guardrail may be required at COVERED, d Ti cFAgR WMW MPpet SMFWT 74F !i.: u lic roads or the Count locations not shown when in the opinion of VDOT for b ( Y P P INTERSECTIONS SHALL BE REMOVED. , OETECA�O(E.W:NN M, SAN.L'BE - ROVED:DYND64W IE STANPEO .B:E., ATRUN E�P1ASSBIE . . . .,a0 KT IHR'N.iaHPE: AAAAY IA O� PET .7SRT I , wWafTFN t ccs kr0. WE..S OM;TRt�NMtt6 Engineer (for private roads), or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of iii. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF 4. guardrail, and roadway shoulder widths shall be increased to seven (7) feet. ROADBED BASE MATERIALS. ntr 4. Where urban cross sections are installed, all residential driveway entrances shall conform CONSTRUCTION OF THE SUBGRADE. H ,.�• �► to VDOT CG -9(A, B or C). iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, aM oAaEiS ±kxV F:C:.E.E wC. 2P .i'AkiiItI Tom � D Nao nm c yER ' 5. Where rural cross sections are installed, all residential driveway entrances shall conform to SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, VDOT standard PE -1. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED 2.25 6. Compliance with the minimum pavement width, shoulder width and ditch sections, as -`gtM7Fa AC 6R T ?. w1#N:[lCYD 4t.'I•iJAf.LL WIIII'S].w�Afi0. C1i+S r"t P1:- ];.]HF ( -`(lRR FA7.F MI. TNCS(AH(AM1115; TO .8E- Wd5(EI1:'TQ TCN -ThE MOWkI,J17ABLE q�8: AY7. COAFHW.dU7MM4 shown on the typical pavement section detail, shall be strictly adhered to. PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD O q 0" :O; O. 0. .o 0. 4' 0 0 $:.O' +`!- gjp9 . o.o o ooro, a.0 o o ,o 0 0 •. ...... •. 'U 7. Road plan approval for subdivisions is subject to final subdivision plat validation. Should DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. Drive Aisle the final plat for this project expire prior to signing and recordation, then approval of these a, ACM}- BMDUL6 N6c. DE LOGATE�. CLE�S � LOFS.-..Eek D � ES. FF� Xt� :. UF.ETS ETC, ��at AFFEOT v ff sXABLc. FU+N N+D::'SIA AMT: PAtHMIWICNH, ELEIHNTS QF ` plans shall be null and void. 8. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF j : iyOLATY':T1UT CNi:BE PFYROVGIED.?9 .X N�.Ni..tti =11J 8Y FfR P15 XIM .YORDL At1P MJ5 Traffic Control Devices and the Albemarle County Road Naming and Property Numbering THE FINAL INSPECTION. {� �^- 3 i' t pl�Y I.PAT$�: Ordinance and Manual. 9. Traffic control or other regulatory signs or barricades shall be installed by the developer vii. THE CONTRACTOR iS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO 2.15 when, in the opinion of the County Engineer, or designee, they are deemed necessary in EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 0.6 order to provide safe and convenient access. Parking Spaces CO-12 TYP' 10. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL determined by VDOT for public roads. TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING A:TIiJIr OF' TRl178MOifAiiEM 11. VDOT standard CD -1 or CD -2 cross drains are to be installed under the subbase material ELIGIBLE FOR STATE MAINTENANCE. at all cut and sill transitions and grade sag points as shown on the road profiles. storm d culverts that are deemed 12. Avid o camera inspection is required for all sewers an its e � � inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND 2. STANDARD UNDERDRA/NS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EX7END TO A POiNT DEEMED AS NATURAL WATER COURSE. PA V/EMENT 1. AN ACTUAL COPY OF THE CBR REPORT iS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 5, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECRON. ALL FINAL PAVEMENT DESIGNS AND CBR TESTS MUST BE APPROVED BY VDOT PRIOR TO PLACEMENT OF ANY STONE OR PAVEMENT LAYERS 2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, 7EMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE 1, fl, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE iS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). & BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA 77ON SPECIFICA TONS. S A OR 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR NA TRIO CTURES THAT DO NOT MENTAL ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATON MAY BE LOCATED WITHIN 7HE S7REETS RIGHT OF WAY. LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EX /STING PUBLIC RiGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PRRMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTATION (VDOT). THiS PLAN AS DRAWN MAY NOT ACCURA7ELY REFLECT 7HE REQUIREMEN7S OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA 77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WIN THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. 7HE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, iT IS DEEMED NECESSARY iN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PiPE SHALL BE REINFORCED CONCRE7E PIPE -CLASS llL 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUS7RY (29 CFR PART 1926). 10. SEE RWSA GENERAL WATER AND SANITARY SEWER NOTES ON SHEET S -2 FOR CONDITIONS SPECIFIC TO WORK ON OR NEAR RWSA FACIL177ES ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800- 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1.5" SURFACE COURSE --` 2" BASE, BM -25A 6° COMPACTED AGGREGATE BASE COURSE, VDOT #21A MIN Ten No DOM -•.� 20 B $" LOKG AX TYPICAL PLACEMENT. CONSTRUCTION METHODS OF THIS PROUECT. TANGENT PLAN cROSSIN c .: ct�o 2" SURFACE COURSE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE . WtliM+1 GRMWUIi Design CBR ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO Surface Y + WITHIN Gt105SWALK:, .. TYPE , k :(PEAR ARl, CATION <1M -H AuFFER STRIP) .._. .. . MBE: Tk I LK�NO THE SA 77SFACTION OF THE ENGINEER. b 6" COMPACTED AGGREGATE .. A OMP - . T U%P FOR. iR2t THAT ANTES M+DEfi ;SAXiMN3t. '. AY TOP Of waryl!nWtipn "o:fF4.P tVn!%A.i$.. C1�Q.R7,� LENOXH:BFF$t F�t.IS:; J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE BASE COURSE, VDOT #211 ACAT.E ".6 MEOiL�t,1. �w. A" S. i A, 2 C8ASL9) M7TN cT�iON TRAiE1.;.. C EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD OTfIR TYPE$ OF::MATEA)AL 'WITH: tHE 7R[D1C.ATEp Dow OETECTA.OLE' WMi MAY .lff#D MAH A A'N". d Ti cFAgR WMW MPpet SMFWT 74F !i.: AT INTERSECTIONS SHALL BE REMOVED. , OETECA�O(E.W:NN M, SAN.L'BE - ROVED:DYND64W IE STANPEO .B:E., ATRUN E�P1ASSBIE . . . .,a0 KT IHR'N.iaHPE: AAAAY IA O� PET .7SRT I , wWafTFN t ccs kr0. WE..S OM;TRt�NMtt6 - .:r..�•.,.�.�.�. : 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE COMPACTED , A . • G.e :TRUICA TED ' pCA:'E OO CONSTRUCTION OF THE SUBGRADE. H ,.�• �► SUBGRADE DRAINAGE aM oAaEiS ±kxV F:C:.E.E wC. 2P .i'AkiiItI Tom � D Nao nm c yER ' war - MIIi..Fq( ""^�' .r• !""` i• .. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM ASPHALT PAVING- - PARKING SPACES 2.25 COVER OF TWO (2) FEET -`gtM7Fa AC 6R T ?. w1#N:[lCYD 4t.'I•iJAf.LL WIIII'S].w�Afi0. C1i+S r"t P1:- ];.]HF ( -`(lRR FA7.F MI. TNCS(AH(AM1115; TO .8E- Wd5(EI1:'TQ TCN -ThE MOWkI,J17ABLE q�8: AY7. COAFHW.dU7MM4 No SCALE 2. STANDARD UNDERDRA/NS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EX7END TO A POiNT DEEMED AS NATURAL WATER COURSE. PA V/EMENT 1. AN ACTUAL COPY OF THE CBR REPORT iS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 5, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECRON. ALL FINAL PAVEMENT DESIGNS AND CBR TESTS MUST BE APPROVED BY VDOT PRIOR TO PLACEMENT OF ANY STONE OR PAVEMENT LAYERS 2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, 7EMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE 1, fl, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE iS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). & BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA 77ON SPECIFICA TONS. S A OR 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR NA TRIO CTURES THAT DO NOT MENTAL ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATON MAY BE LOCATED WITHIN 7HE S7REETS RIGHT OF WAY. LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EX /STING PUBLIC RiGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PRRMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTATION (VDOT). THiS PLAN AS DRAWN MAY NOT ACCURA7ELY REFLECT 7HE REQUIREMEN7S OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA 77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WIN THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. 7HE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, iT IS DEEMED NECESSARY iN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PiPE SHALL BE REINFORCED CONCRE7E PIPE -CLASS llL 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUS7RY (29 CFR PART 1926). 10. SEE RWSA GENERAL WATER AND SANITARY SEWER NOTES ON SHEET S -2 FOR CONDITIONS SPECIFIC TO WORK ON OR NEAR RWSA FACIL177ES ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800- 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1.5" SURFACE COURSE --` 2" BASE, BM -25A 6° COMPACTED AGGREGATE BASE COURSE, VDOT #21A MIN Ten No DOM -•.� 20 B $" LOKG AX TYPICAL PLACEMENT. -I 1 i � 1 c ! ! 1 �� I i TANGENT PLAN cROSSIN c .: ct�o CTION. VA AT INTERSECTION � - Il (I cRgs�vra Is I' TYPICAL PLACEMENT : TYPICAL FLACEMCNT . WtliM+1 GRMWUIi Design CBR AT IITE!JgECTION DIAGONAL: ..VARIATION AT `INTERSECTION WITHIN CROSSWALKr ; Surface Y + WITHIN Gt105SWALK:, .. TYPE , k :(PEAR ARl, CATION <1M -H AuFFER STRIP) .._. .. . MBE: Tk I LK�NO »`.... .- .: r .. .... ,... b -. ,ALTERATION�J.. .. A OMP - . T U%P FOR. iR2t THAT ANTES M+DEfi ;SAXiMN3t. '. AY TOP Of waryl!nWtipn "o:fF4.P tVn!%A.i$.. C1�Q.R7,� LENOXH:BFF$t F�t.IS:; SIEO f1f11~! t�-8 a Dp ACAT.E ".6 MEOiL�t,1. �w. A" S. i A, 2 C8ASL9) M7TN cT�iON TRAiE1.;.. C QZo ADT OTfIR TYPE$ OF::MATEA)AL 'WITH: tHE 7R[D1C.ATEp Dow OETECTA.OLE' WMi MAY .lff#D MAH A A'N". d Ti cFAgR WMW MPpet SMFWT 74F !i.: AT .. .. T DOME" , OETECA�O(E.W:NN M, SAN.L'BE - ROVED:DYND64W IE STANPEO .B:E., ATRUN E�P1ASSBIE . . . .,a0 KT IHR'N.iaHPE: AAAAY IA O� PET .7SRT I , wWafTFN t ccs kr0. WE..S OM;TRt�NMtt6 - .:r..�•.,.�.�.�. : T x 3fCq:o dSFWU t E2;E�'ES ? QtLAiDTA1-�AGCAEiN.LT Y RAw FOpR . .i E:rR ITf AG R ALL PAA TN , A . • G.e :TRUICA TED ' pCA:'E OO 4vF.- .f. gNf:FLOO RNi, Sn:.:W:.fl; .R ttppNE _ T N 5C4 15 TH. .,, ww';r:, A R8RE7rfAl:i Ae4:. cw w CAST , AAASFPT T., i. ME► 1RROA1SE,AniRFleTSAte.AO.i. 1 �L. 1�. .- i.ML.ECa: L'O. H ,.�• �► 300 ., o�p: aM oAaEiS ±kxV F:C:.E.E wC. 2P .i'AkiiItI Tom � D Nao nm c yER ' war - MIIi..Fq( ""^�' .r• !""` i• .. 5 0:4::0 D 4..9'4, 4 .O0 . .0..`0 " . 6,iCLC9R 38 /CqUf.T�N +UYR�R 1 S LE O F?E 1RANSl71Df�S NANCQ #Y Tel- thK�.RAAWsAIE WiC4.�0Efl:�.dY PAYIiENj U . - . _ 4 T1WiDrn./El6A iA : 2.25 98_ .4 p::. q 9.a 4 :94' GO o .:... V v v: V ?�. -`gtM7Fa AC 6R T ?. w1#N:[lCYD 4t.'I•iJAf.LL WIIII'S].w�Afi0. C1i+S r"t P1:- ];.]HF ( -`(lRR FA7.F MI. TNCS(AH(AM1115; TO .8E- Wd5(EI1:'TQ TCN -ThE MOWkI,J17ABLE q�8: AY7. COAFHW.dU7MM4 . '� - O q 0" :O; O. 0. .o 0. 4' 0 0 $:.O' +`!- gjp9 . o.o o ooro, a.0 o o ,o 0 0 •. ...... •. 'U R.. CURB: RAMPS,' SO. OE:t:6CATEII /B SMOWN.ON XiE PLNG :IXi:AS: OFECTED' By 14a UZyW L ,Tt Y, ASE: TO '{yjT(R.} PROVBYO.'AT WOEaSECTICfffi•: : 1N,ACOES'�I.E I6IXJTE t: :MAY.or A NtaNFAY: WALLMT.4'N, T T die. ;A 4uanA. ul Uf- NIKIt9h` ,RAt.K Ci tAlYi u 44Y Uk1, MI5 46CAYRI1R9 P�iM.Hi :G?46SMM%IfS.1�4.SH4>kil 4R,FLP4rTE4 DYTtEEiiGARER,'; . . Drive Aisle O O:O:.O O. OO OOflO 0 O.:Gi a, ACM}- BMDUL6 N6c. DE LOGATE�. CLE�S � LOFS.-..Eek D � ES. FF� Xt� :. UF.ETS ETC, ��at AFFEOT v ff sXABLc. FU+N N+D::'SIA AMT: PAtHMIWICNH, ELEIHNTS QF ` 5 4 R O':Q.9 q: Off. j : iyOLATY':T1UT CNi:BE PFYROVGIED.?9 .X N�.Ni..tti =11J 8Y FfR P15 XIM .YORDL At1P MJ5 ' J' - ' o. T�•7r�.. 11/2 {� �^- 3 i' t pl�Y I.PAT$�: 9.'.F "ir rTS OF°sME Ii Y KrAAGENrWI SEeTIGis PRO YY o imt'yw. am OK" $5 PtMFo . 2.15 , ,.. DETECT .`WARNNG M., lY CCNpffTE �SyEgALM'8 4. TWG4.. - 7N7Rp�� R�1 �q� p7 A�yg� ATE :HEM ?7RtMN6.... ME7f' (S: OF ANT ATED NEAYY Tfll%Dt IFTFE{L`' TEE. CQI /CR£XE SWEMAtK.DEHYMOLSMOSA.D :OE "2rCREJSEO. 0.6 CO- 12 IXTECTA= A SUi13FAICE TYPE B (PARALLEL) APPLICATION Parking Spaces CO-12 TYP' DETECTABLE WARNINt3, $tFACC. .` A {PERP' tw t AR) A- PLICi4" ON z A:TIiJIr OF' TRl178MOifAiiEM yp� RR3:Q6. VAiGNA CEPAttT#ENT OF iRANSPCRTA7ptt 21A 6 _VDOT Pavement Desi n Guide (Table 4. Pavement Design _.._._ _ _.__� W___ _ -•_ __ -I 1 i � 1 c ! ! 1 �� I i PavementDesign.____-_-- ,.- .__,__- .____.._.__.__ -�.___ _---._.__....---.-___ __..__- ___,,.- _.r_.___.__._____ I I t.o [ { I Location ADT HCV Design CBR SS V Dr Surface h a Base b f a Sub -base j h a Dp . ! C QZo ADT A AT off 1 (AO Z J QQ Entrance Pavement Section 300 0 300 5 5 10.24 SM -9.5 1 1/2 2.25 BM -25 2 2.15 21A 6 0.6 11.28 Drive Aisle 300 0 300 5 5 10.24 SM 9.5 11/2 2.25 BM -25 2 2.15 21A 6 0.6 11.28 Parking Spaces SM -9.5 2 2.25 21A 6 0.6 8.10 NOTE: SEE UPDATED APPROVED SHARED PARKING ANALYSIS BETWEEN BLOCKS s & SUBGRADED ASPHALT PAVING -- ENTRANCE SECTION 8c DRIVE AISLE NO SCALE 8'x11' CONCRETE SLAB 7" THICK SLOPE TO DRAIN TO GUTTER 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6 "x6" W2.1xW2.1 WWF AND BROOM FINISH P I rll s A11 Ir T I-4 t POCK T ,- TrP,A. by I (iA " ;I A.-AY I ) :4(H 101-4 ;d It I.r t INI4 \ A f.I1 IFS FI "1110 Alki: .r,LCIIL;.. y .. r -s I hIiI, HI r ..15;Id_ t .ICsH :Hi __ ti. F E& kt, Il kL . 'l.` I le-.. 2', 1 F� !k_. r TFr'`j rll rj Pk •D ar r�F Orr;. I T. s' EG.,•`..)rr R . 1 f•'!.Itd,, 'r I . . T F G itx F r•Cr` J K [! i1 C --D )f_ r:ALL CC :BFI s wtt,. Ll�" T`vPICA1 ';:EktVER =1IPE. If�S- ALLATION IN - -RENCH AG'. s JUNCTION S. TRANSFORMER PPAS, PIEDESTA,S, M StiAt.1. NOT 8E LOCATED VITMN TW RMIT OF WAY. I n d () 1 WATER SEWER LOCATION OF ifTHM UTiLIT ES %AS. ELECTRIC, TELUMM CA11L4 ETW EASEMENT WIDTM VATER OR SEM CK.Y - OV MMM M VATER t. SEVER -- 30• mmM u SEE PART 3, PARAS M'H Ift SEPARATION OF' VATER R SEVER LINES. UTILITIES CRG=NG A VATER OR SE'M EASEIM SHOULD HE AT 90• TO THE RIGHT OF VAY. UTILITY LOCATIONS & EASEMENT WIDTHS N'TS PIC>` V -1 91 O it OF 4yy 2» R CURB • s" n •A 4 ° 13" •4 A D • A ° •A - A- ° A d A• o 4A °• •° -I' " _6» 1 2A STANDARD CG-6 CURB & GU TTER NO SCALE 7" I � t OUODS To AS A-, aSTTEET APPROACH SNE SUiFACK. I ( As NNfRE RDM.Ar MOTE w ON PLANS) f} C C i UMOM TO BE AS J RADOW CO1,1MT SH MH ON PLNW AND ram (•- I 6PT�kIL 3° _� I FLOM TJaE �A= I Ex _ t Ja MOT[• 8St05TMtt1 ON TYP C& AS W, A J W MAYM1K NOAOMAr PLAN VIEW YANLINE FOAMY SLOPE I& PARABOLIC CURVE EDGE OF FL t. Aexa ® - _ � rMlJts ROADWAY.._ �D 2•••M. FOR S. COMMER 4N. ENTRANCE ® CDNSV"r at" CHANGES WH A PARAPO WC CURVE - SECTION A - A ttASS A3 c. ►. w s, .. _tlr 6 CONCRETE SECTION C -C CONWC" FOR STREET AM COMMERCIA- VDOT #57, #68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND /OR BACKFILLING. C`�UIGCI.'CtWCtAi1C'= i ATCCYi1t FfL'itFSlE+ia"Rf/'!i! , iiA1'7`f_ -C+, .: L N'FT S, TRIP GENERA TI ON C, 1200 ADT �) V GENERAL NOTES L MHEN 06.118 USED TOR STREET CO?WE ifE MCIWyA,T�p8E7� APRJCA9lE iE6UREMENTS ff IME V I ROAO I YI YAIAIN.1tX3AR2Yi 3Y6tlT REOUPEYENTS ?. MIFM THE FNTRAN" RAFN CANNOT ACCAIAAOD M TW M TURMWC REOVWEl 1 OF /NTCPA7E0 NAVY TRUCK tW LIM OF TT E RAOt 0 B P OCREASED TO 7 ". 3. WR VSED M 7,'OWA%16TMN WITH STNVJNMI 06.3 TO OR CC -7. THE m FREE ON TFLS STAIDATD! IS TO Ca1FlR17ATMW1. WTtkf TK AApAMTAHLE qRD 4, STAp�Agp O6- FOR CUDt RAMP DEMO TO BE WEO YITM THIS STyY�� MOARD. O. OPTDIU4- FL09R.•E MAY RED M �AMATFR. PdITION OF tDJ1'TER TO P�,UOE ENTRANCE NOTES 6. PLARS /AE TO MICATE WFEN TRICTMYI �' -ACROSS LIE' RSAEOIRED TO PROVR7E RtNNMi ACROSS 7• i!£R/M LG$PfO(IEPT SODdt STADLVATq'lT1i FEOA E Ei kT1TNANf:EVE1/W MAFOI CAN DE D. RNkA1 iX.AO OR COi1BAf im CURD AND 6UTTE4 STMYJ- NOT DE COPISfPoJCTEO BEYOND THE RAW LINE EXCEPT FOR REPLACEMENT PURPOSES. R v AD JESVALUES O T HME A AM NOT Y N OET A fIA RP AWWRLI'l CA BOLIIE A fTIFO . [YSUU1S W EEET e 5: ALLOWABLE ENTRANCE GRADE CHANCES ENIR.VYCE VOLUME ro• „rsR... I N 806 VPO O% MEDIUM O00 -ISOD VPfI A3% M... LOW LESS THAN SOO YPO S W % ,w.m• AOPL1�4 TO STREET C0IMWECil0i5 M' SCALE: 1"=200' R I et 1 ■�` I 0 0 oo(n -A 0 o„oo - O 0 080 0 o 6 Min n 0000 � O VDOT 57 #68 OR #78 STONE BASE 1' 6" UNDER CURB. STANDARD CG--2 NO SCALE C -6.00) FOUNDATION MAJERI'f L 8011- KY FO aNDATVON tv1ATERIAL, MIN „N .�' FI.1.1 . :T(;NF 'F THE ROT- 0 n:- -IF r F ! - l:. Fiat I ,TP,NF TO ! . r. 1= P- F ^ .:� r:E T , •! r, W K "iAr T ,EN ) iP -�._T TIC .. sIL _ 8 C Ra I C I Cr.L `•_ IFl 0:: 1010NP I ION ,IN 1'0( 01- QNG!LP = Ct,.t1 C_0001I 10, N At r t? 'AP F _L ri�.' A. .. a;: *r .'•FiTI11'. - TI I rTr, flr: : i-40 I ?C'YC -• L li'.�_l -''HAD 6., .°,t` -''r LI) Pik `• 1 ��F1' a _L �_1LL�r'Ak ".; -L,i" I:P AN" CQ %'JPA- _ =I - _IF (5 Xv k, t!r. RIASL (, , :LJ>�Wkl r G ti,.t'T DUCTiL.E IRON WATE FIFE INSTALLAT10N & BE,OQJNG. Plt1: S tl7 -� SCOT R. COLLINS'27.' Lic. No. 0357914t, S ly I E 0 NAL _ LU M M z t .M-i M d d• W H ! _ Q U K �/I� (A rl . ! C QZo A AT off N� (AO Z J QQ ° 41 40- M•� CL ' U) 0 0 oo(n -A 0 o„oo - O 0 080 0 o 6 Min n 0000 � O VDOT 57 #68 OR #78 STONE BASE 1' 6" UNDER CURB. STANDARD CG--2 NO SCALE C -6.00) FOUNDATION MAJERI'f L 8011- KY FO aNDATVON tv1ATERIAL, MIN „N .�' FI.1.1 . :T(;NF 'F THE ROT- 0 n:- -IF r F ! - l:. Fiat I ,TP,NF TO ! . r. 1= P- F ^ .:� r:E T , •! r, W K "iAr T ,EN ) iP -�._T TIC .. sIL _ 8 C Ra I C I Cr.L `•_ IFl 0:: 1010NP I ION ,IN 1'0( 01- QNG!LP = Ct,.t1 C_0001I 10, N At r t? 'AP F _L ri�.' A. .. a;: *r .'•FiTI11'. - TI I rTr, flr: : i-40 I ?C'YC -• L li'.�_l -''HAD 6., .°,t` -''r LI) Pik `• 1 ��F1' a _L �_1LL�r'Ak ".; -L,i" I:P AN" CQ %'JPA- _ =I - _IF (5 Xv k, t!r. RIASL (, , :LJ>�Wkl r G ti,.t'T DUCTiL.E IRON WATE FIFE INSTALLAT10N & BE,OQJNG. Plt1: S tl7 -� SCOT R. COLLINS'27.' Lic. No. 0357914t, S ly I E 0 NAL _ i z S w O f- U w w Lu Lu n O O O O U U U i U I- F- d C LU Q p Q i Q X o: a iy- m 8- ui a M LLJ Q w w w w cn cn in -�-wWW Ca W a CY-1 11 U) a I.0 LU M M z t .M-i M d d• W H ! _ Q U K �/I� (A rl . ! C QZo N AT Q (AO Z J QQ Cr C C ° O M•� CL ' U) ~ C > w U) � � ( LLJ C(- v i z S w O f- U w w Lu Lu n O O O O U U U i U I- F- d C LU Q p Q i Q X o: a iy- m 8- ui a M LLJ Q w w w w cn cn in -�-wWW Ca W a CY-1 11 U) a I.0 M M M .M-i M d d• W T-4 1-1 1-1 rl . ! ­4 QZo N AT C5 ♦`T-t ° ' rJ rn r I . � / / I, - - - - / ) / / /Z ,� __ >__ - � - � 11 __r,�� ::- _�_,,� / I , �__'_ _ I/ / ,?;,,� - ,,,�-_ - _�, - -_ � - - � - / /-,Z/ I - - j /,,, -/;�, a 11 I I /// 11 / / / - /// ��', � , I 11 / - " - - ./ " , , I ­ � " - , Y,,Z"," / �, , � ," -,- , / I , I _/ / , //�/' I - / , , ­­ , I., _', I ,,, 1�, I k", lli" � � /I i,,�N,;Q, 11 pog-;p 54" ilsll� -, � I"' - _� � ��,��,�,�),`,W�l 1__" , _� / /I / , -; ," I , ./ /� , ,- - "I � �Mowm - , ISIC20i WM' --, ,- I, � 0, 11 5 , Z - I, �, -/ I x?M _ � , " Z , I , I',- / I 61 'T , I �, I ,/ I/ / / / �/ -_11 " / / , .. 1-1 Ij ,,"I, ,- " I- - - //// I ; �. 1.1 ­0- - / / �1�1 ` 1__" " 11 � �, -1 �, - � / I . .. , "! , - - �, , ,14�1_% j,�, I . � � 11 r - I -1 I - - - / // A .. 11 I,4 , I I Z/ _ - - - 11 , ; " �� , - __ � A ­ ... �, - ,g,� ��` - - � - I- _:� - -�� -, , , , I - " I, P 'I. �� � ­ll ,�,�,Sl-, . I �, , r - --Z:7 "' " -1 ;'- �,O_ , ,,�,, 1 g"v","e"-m-��'gej - , !� "� - _:� -/ I`�, " " 101 " , - - � �A��g "' - .1 , -, ", - I , __ , , , �r, - - - , . ­ - - - -,��, � ­� _� � � , I", , � � � 'I - _�_ I—— 1_1�, I-A, ��,,,­,�,,111 , , � N ��� I ... - 1­1_­�,1,111 111" `Y��111R. ,,�,V,Vl a k3AW"I"', - - ,,,,", .............. 11 - ­111 I 1.11, _��,` � /Ali��, ��_RR'l - 1* R MOB // � " I � / - - , I , �.,,N Rl", I 11_1,� , - ", " R � / / \`4NN11241 I I '11`� \ - �, U` i �_, 1, , , ER I ", � I I N,�,r,,`�X \ I X", � , 1_iy�� 71 I ��,, , .w.�� S"', \ I \1 i� ,�I) 'll"A " \ \ \ , n � , Ir" . , '\ \ \ 1; � � ," I \ � , \ Forebay Volumes Provided I Basin Volumes Provided WATER QUALITY VOLUME & BIORETENTION BASIN Elevation Area of Volume Elevation Area of Volume MINIMUM REQUIREMENTS: (ft) Forebay (co Lft) co _�_ Minimum Forebay Volume= 0.25 inches per impervious square ac Z 0. E CL a a 0 0 - 0 3: _.�,�o,eten!on (A Forebay Depth to range from 4!-6' 642 658 0 642 658 0 Impervious Area-- 234,520 sf 643 1,021 833 643 1,021 833 jcf Minimum Forebay Volume= L__j886 644 1,445 2,060 644 1,445 2,060 Minimum Floor Area-- 5% of impervious square acre 645 1,929 3,741 645 =6, j9:Tj 9,821 Impervious Area-- 234,520 sf 646 2,472 5,936 646 18,441 27,484 Minimum Bioretention Floor Area at N 1 1, 7261 sf 647 3,067 L_§,700 647 20,064 46,731 648 - - 648 21,659 67,587 General construction notes for Stormwater Manaciement plans i.. All dams and constructed fill to be within 95% of maximum dry density and 2% Of Optimum moisture content. All fill material to be approved by C-1 geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riserjoints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. THE BIORETENTION BASIN APPROVED UNDER WPO-2010-00036 WAS DESIGNED TO HANDLE A TOTAL DRAINAGE AREA OF 13.17 ACRES WITH A CN VALUE OF 76. THIS WATERSHED EQUATES TO A TOTAL OF 5.38 AC. OF IMPERVIOUS AREA WITHIN BLOCK 2.. AS LISTED ON THE APPROVED PLANS. THE AMENDED PLANS PROPOSED WITH THIS SET REDUCE THE IMPERVIOUS AREAS WITHIN BLOCK 2B FROM 28,182 SF TO 27,845 SF, WHICH CAN BE UTILIZED IN OTHER BLOCKS WITHIN THE 13.17 AC WATERSHED SO LONG AS THE TOTAL CONTRIBUTING IMPERVIOUS AREA TO THE SWM FACILITY DOES NOT EXCEED 7.69 ACRES. 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W, ���',-�.�",(��-,-�,-,,,,���-,��,,,P...�i,t�- "i,;-q��,,,�,,�,"��"Y".Ix��,,�I - - - - -1 ,�� -1 , . , " - �_ - � � ,4i " \ I ­_ 11 / , ,,,� .. . . . . ...... � " -yj?,,`,F,T�,� ,� , ��_ _ ", _ T, � �& _;,�"_,00p_­i�" . ...... - .. I NORTH (LICKINGHOLE CREEK) AND IS NOT PART , � , "I' t� " - � ��', I I'll "'. ,:�t,�� ",;,� _� I - e. , , , ­ , , - i ,,,, , , �. , $,,�� !,_'� , ,� _,?p 1 ...... . I.., ,g,l� I _­.1.11. ,� - \ \ / I P ­�- ��,�t�>.01.�_, - , "p. , , I , " - I— �z, '�*il" V I " , , � - .e �,A __ - j r] � i . d � I I �;�!, mf ;,01r - ­ , I - " -, :�� 11 \ 1., ? - -,,� - , �1,11'11 ��,.,g, - _ I, , -�� I \_ / OF THIS SET OF PLANS. HOWEVER, THE BIOREFENTION - -ky, , q, - _, 1 , �-� �, �. I - ,"­ , I i 1­'1.__-w.,­,�,, ,-,-,, 0 .,�,,��-T,��fi�,,,��,�' --;"? ";�-4�� '1'111'0` I . , F,�. �%s 117"'], 11 �_ . I i I'm ­ � __ , , , I , - �' I` , R 1_`11§ �-5 ­­ , to �,�­­�: "m ,-,, ?",��",'�, I I, � �, ,� \ \\ / . ,�,RA1';1.,i19­ ,� , -- ) __ I I li, 1, 11 , - zZ I M ,?t � _�� , ,I lM14 ­/ ,,O� ::�* 40 ­� . gg,�,.,� .. ,ti-, _ 4 g� �,-, --�� .,�.' � � � - t, . , a i .", 1�V'1,11a1'3:t1,_i, , � 1 I Z__ - F, %50�� Iii "e.�­"g"P , - - - ! ------- xg�r"'.'-fts,". ,j"', , ,?�. ,, _�Z_ \ � � -1 / BASIN IS DESIGNED TO HANDLE THE FUTURE DEVELOPMENrs -_ - , ." A_ 00 Am � - � - .", , - , - - - ___ -- - -�,-- I , I / - - _ I .-RVIOUS AREA, BOTH. WATER QUALITY & DETENTION. -1 ,��,�., " � �46'-N ,I 'M `e ,t-"",a,��,­ �, \ - , �w _�__ __�_ - - _`� --� / -- , , / . \ , g -,%y�'� r ­­ - --e , - - �', "�J,gg�, gc�,�, 1�2,R;� , X,��,§.,'��` , �_ as , , - I If— , -g;,%,-g, �� - - ,:�� ". �, -,�� -, L-1 I �%11� 12 �1'5_ -.,f,,:�;4-�,�', ow ,- " V /// -I, - - - / . - . _Z,Z:�� \ � ' S TORM WA TER MA NA GEMEN T NA RRA T1 VE: , " . � I#'-,- � - ,�\ I ­ � m,�-��,Ir 71 V 11 I 11 � __�, ____ ��ff ','TI��, "'M 'cl$. " ,"r, �� I,/ Ill' I , " , ;R',�,`,:Zi,,�,,-, � ��i 01��, ­,,Vn - _�, I / �, 7/ � I , ` - _,", '� � 11.1V1 1, t � T, I/ - �­ / 11 t , _P.i, - � / - __ . R i10,- ,­,,,�,i ,'P.�,�'z -- P , , � -0 - I , " ", " - , 'f' - 'REA"NE ;"�,042- �M! ,negmi- , `: , , , 'I" /, ____ , - L� ,:7 �� w� w� _,�­ _:� M�. --- 4, e %', ,,, t_"; ", / ,�-� ��,-�,-'- �- .. V - �� _ I I 1�,,� - ,;/,�,­, _�, w. 3 , WIZ;, Rp��, LEI "", ­ I \ "I _� A, ,,,J � - -� �, �,:::� - \ 1� "ggte-g " ,_ - -::� __ - ,:�-:-- � �:, .11, :�;�, /, --- ----� \\ # -, -_�_ -/- :, �­ I , - - , �- -,- -:::7 ---:., / I _/ _­_ 11 \ I - - - - 1>1- __ - __ - ,7� __ " l0`1 - , ,� I 1111 - � - - - - - -:5 - - - - I , 4 0 � L ,R�1'1 - - I, , _, � - �� -1 I'*- 1511,2 - 11,�k "; ", ..." .� , -, 4, - __ - - , I 14 .-,-- \ , , , �, " , , I , 4 - - - - , - - _,__ - a, "'y ',�._ t,4��,v � ,W, I / � \ " "' __ .1 � ',`t�_ --izz- __��_ - - -- 5� �� --::: - � =? - -_;-_s - / �, I , , , "I 41 / �-, / , - - -&- ,-, _�- -�- --I _, ­ i 0 , W, -, ..�� t 1. , k R �Wl_ - AN �, Ily _�_�- ----- _=L \1 I THIS SITE SHALL DRAIN TO THE PROPOSED BIORETENTION BASIN TO THE '- :� ��gqp�­ I // I/ - _�:� - I I - - ­­ ,;� _�'* \ 11 , I'. .." "111" I / " - - -, -,- -,�- I- ,--,,-- 5'�ry ____ I "I �,--,�!,�, - - - __ -,_,.,, __�_ / \ '_1 " '\ I I II I! 11 _, , : i ___:_ 11 � � �- I / / - , �� ___��_______ ,� .� \ \ - NORTHEAST, WHERE THE STORMWA TER RUNOFF SHALL BE TREATED AND I � ,gf, � - ­A I ; ­­­..�.'-,kP­, ",­t'T , - ." __ -_:�� - 4 - - , - _� ,._, I - I / Ar, 11 �,,�"_, I ; - �:_n <� _­ / I/ I - -V��,&�,I&_?s, - I I I . I �__ � �4 I -� ,\ " - / I I 1_-_­1_____ I I . - - I - \ \ 1�1 ___..____­­_­. ­ � : - - I . I - - __ , , �jopl . �-_ ,ill __­1­11 - __ - I 2­ ----AV, j ,-I- -__,� 7�,-,\,� / / . 11, 11 - 41, " � ,� __4 ­ -1 / -- \ DETAINED PRIOR TO OUTFALLING INTO LICKINGHOLE CREEK. THE ", ..". i, 01'Irffil _,� ­­ ­,"­1 I I 'r, 1,41,_111�1V-1-W t�� � - - 1\ // __ _...._,.___._: __ I - \ \ MR. ii� ,�,,�\\ �\� Z I/ .-+ ­­'.­____.__: / 4 �11 It - -- - / - I At _­�__-, t � \ \ \ " . - .4 .11, - � , - - - -AW -\ , - - "blll�l .1 � BIORETENTION BASIN IS DESIGNED TO TREAT THE APPROVED BLOCK 2, ", , - I I - � N"-;, � --­,��_g,?,­-­­--­­- ., I�_� /// / - \ - , wl 1�1 ,,-;,;,�,ym,.,�'..�­, , ;�� )j/)IJ) � � . I 11. , , g� - ;;I, / , , .. _ -, �� - I \ \ � , ,_ _ - ! - �- - i ,111" __ __ � -,, 1­11-1­11111 %­`- > ­: - I, / I - ....... _ I# � --�___ . "" � � �, , I , � � , , ".. 3�_�� , � � 9 11�6� " � 1�, I: , ,///Jl f #�, I\ // 11 _4 . THE PROPOSED PORTION OF BLOCK 1J, AND THE FUTURE PORTION OF , , , ­ �Ii�,�_ M1L1rlS3R"1116&_ - ��,! - /// // / 0 \// / __ I /" ____ , � AV---- . . . . . )/1 "' _1 :�., "ell ­/. '. 5 I _* III -x -,--- _�,;- , �// / / III ,�,_ . - - ­ - . �1 _�_ ,,�",5�'l ;� , M;15'�1�111 0"l- , I - __ - _._'<�_",;i�< -, I / ----,A'- - - ,��t-�,�,�,,,,,,�,;,�'��,,,,�,�-�- �,%g, / . - , 11"� �' ',�� �, -, �. -,�,;,, // / �, 9 / - I I - � !;;;;; / I BLOCK 1J, AS SHOWN. 11 " , 6 M4 � -, �,� � ' . I - , '_­""�­'­_ , - ,,� // , , � .41; __ / �,�,,,��,����,��,�'ll",�'ll"�", �, 'Anli , ./,. _:�� , ,4 ,�"'IjF,` , /////1"�__- -- <�-, 0 / � . / �j - , / k2s� ­ . - 14F f � �� � , , f'., 101 ,� , _ - _ , "" .-,-, . :� . / I / / - ;k��-��,t",*,$�-�-11-1�,�,�,,��WI-1--.1.1,1�v, � , ; __,..,__ 4 ,I,_�, �, - ,�� - I/ / ; _�. � "'� km? ;-, - ( (" tf7 __ - � V . �� e !�� - ,�� - -:�: - / I " �,, % a 1 -�--_ --___­­:�� ---,­�- I- .,. -, - loo - ­ �,,`, - 1 , = �, __ 2:��' . ­ I / ", g� � ; L W / ", " - T� ,�- � "Y� N, ,,, �n,� - - - __"� \�\ - - --- ---::�� .:�:: - - I . 11�' _\ - �- ­0 - -, p , �',� ,� , , � "�,� , I / ro -_::I�_ - I., q, ,� __ - - �', 1�',,'YMA-47 ,-* � ", 01; - - - -, - -Z:- \\,�5 __w_�.� - 7�_bl�_ -- - __ " ; W\ , ___� -, Ar - I / I I \ THE PROPOSED BIORETENTION BASIN SHALL HAVE A REMOVAL , I- - - - ��>41 :,;-4 , - .., .. �_ �_ &A.�, � , � �r,k,e "Y."' "_ -: -- - - - ; 11�.. t .. ,', , -, ­, '� 'A _'�- �2, - � / �1 ,,��, � , ,, /�, ;I111 % � V �00 �,,,- - -�� - - -�, ,��__:-_� _::- - Z!, `.t V , _1­1`1­1 �11 Q11.1 �11,1�1 - - - 1­1 0 \ ' EFFICIENCY OF 657.. BECAUSE THIS SITE IS LOCATED WITHIN THE - 'k,, , - , - � � """', , .V . � ­� � - , ��� � - it Fu-ruRE PoR-hoN OF BLOCK 13 DRAINS -TO , , � �;_10 """" __ ., �� - -- - -��z - - - - -\ .,�"i" 11- " ,� , --,-, ­'_ - ,,,­­­,­,Z, �R�'V511 - - 7E 1 � ---- '70F, -�; , " ,- -, /�-,�- I,- -- - -----:- _ - _" i�� - THE SOUTH (SLABTOWN CREEK) AND IS '�e'l�'�"4��'�'!" _$'-""Z" I 1"i . '\ ' CROZET COMMUNITY, AND THEREFORE LIES WITHIN THE LICKINGHOLE " .� / 11.>/ I,'-,- -0 - - ; __ I- L__\,=�_ __ __ \ \ ­ - , / / :/// - '\ _�A­ ! ______ - --_��,, ___� ri NOT fART OF THIS SET OF �LANS. ffit"'ill".1 51IN-1 Z // / __1 CREEK DRAINAGE BASIN, THIS SITE IS LOCATED IN A WATER RESOURCE "M",Ul� / _1111--i - ! � � \ W x1g, - 1 I , -/ - f- 1 _, , \ . .,ffi,1,,,- ­,,� ae o �,� / I - - : � __- / 11 , ,ow ,�� , / / - - - - // i I � q k ,q,g _­` i "M �gl _ - �, \ I - _n ___ I I \ AREA. 111111--111.1."', / / I , N, - i I z \ lL/,�I"J,_�lio��,�ki�,�, : - - . ,�./� I , - - - -- /11,1 .4 1 11 \ \ \ , / -a : q I g­"-jt;,I��12'1,1­ , 11 .. ; : I-, - ,,,gqg."-,/ ,� / __ - i ,­ U .. . � /// - - - : - _ _," 11 I , I .,­... _!W __ f_'� I - \ ) t � IN ADDITION, THIS PROJECT IS DESIGNED TO DRAIN 1007. OF THE (�4­wgA�", / - - � .1 - �_ i � __\��_ - - __ / k", , / \ _�, �, k1V - � � I . - . I ��`�� I'U I �#���_, � , ell \ / � " ­�v"A�­R�l " V_ 11 1-1 N !T I �� \ I I � � PROPOSED RUN-OFF TO THE BIORETENTION BASIN. THE BIORETENTION �-,­ � I � - - -79 - '* 11 I ­0� ­­.- ,,­ -1 / �.. 'n- �- ', ... - � a I , ,�� � ,�, ��i l � /I .-It - - - - - �, __ �j i - - I - _Y - ,` - I I BASIN SHALL SERVE NOT ONLY AS A STORMWA TER QUALITY FACILITY, IT - - I - I ] I 11 - - �� �-- �-_ I ___N__1. _" / SHALL PROVIDE DETENTION AND OUTLET PROTECTION FOR THE PRO-JECT 11 "I -a- � :' - ___` _____-�,�,"--\ / / / / I- - - - ,," - - )I ,� � �,� , - / / / Wi " . I / I I I I - , t I I / P .1, IN in �1 � ...,� . I 1, I / . I - - - �____,\, - ;ol' �� W � /// _// I / / / � I -I I _ ;___ I I - I _f . 01 - .1 /i '. I I 11-1 / / WATER QUALITY FOR FUTURE PROJECTS MAY BE ACHIEVED WITH THIS /I , Im . - . I I* I I '_1 / ., .. �i., '.. - `­ __ :7,-,'A-- `, I- _� --- A 11 ­ __ �m N � ... I / / / // BIORETENTION BASIN, AS IS EVIDENT IN THE OVER SIZING OF THE t411-1- � - - ,, - _ - I i � I- -114 - �� I I / / / I / , FACILITY FROM A WATER QUALITY STANDPOINT THIS FACILITY IS I '::,"�'I", III _6,,-�____�l ffm In a in a of 0 *0 / " �11 / CURRENTLY DESIGNED TO HANDLE J35,000sf OF IMPERVIOUS AREA (57. I. .A! - / � "�.-'. - W -_ / - `­`- -­ / ­,,, --.;-':-- / - � Kiz_ , IK - I ,_ � 1� " a i" a., I /1, A). ONLY 234,520sf ARE �'-.�'. ....,, , .. � YM,77M AA - M / -, OF JJ5,000sf=16,750sf MINIMUM FLOOR ARE , �­ W_ / I I ­�'�:L,. ­ -�..'..,','.- �,`,`i7 .. / - � - �, .-_.,,,, . / t", � -, � I_ ACCOUNTED FOR WITH THE APPROVED BLOCK 2 PLANS, THE PROPOSED '-,'i'-.`,�:',.��,:�, , . __ ______j-7'--- /y� / ,�;�.�`� / & .. - I - :� �,- , � - , 'WJA$eA- / / � __ "-\ - /\ : �. //_ _F I / - - , -_,��, ,� .. j ;',,�'*�!:...�:,�*� " , T/� �;� I M PORTION OF BLOCK 1J WITH THIS SET OF PLANS & THE FUTURE , ..�.. _­­4 .�' '�� I [", I � 1 o) �. , , .. iti. � r I I / ; ` - -,-`,*.:.!i ­. � . - '. - � ; :.. 1:.i,, �,r., - / .. - I I I -1 / / \ I I I I �MVG�glki HE� I - i - I PORTION OF BLOCK 1J. THUS, OVER 105,000sf OF IMPERVIOUS FUTU _.!'l 11 ---�, \ 11�,`-..,. ___ j I - ­(LICKINGHOLE CREEK) TO THE REMY I I 01Y ''. � *�:i:� ,,�,2 / / / I \ I DEVELOPMENT CAN CONTRIBUTE TO THE BIORETENTION BASIN AND -, ­.: - I� "" ASIN 11 FOR TREATMEIVTIDETEN77ON t .. I . �9�.- ..,-,��. ,� . . - � 1--i / � i 1, I i .: " � I / f I � \ I r_�,,,11 I .1. w.%� *'.*�. �1; ,� -0 �HE N RTH I / � \ RECEIVE A REMOVAL EFFICIENCY OF 657.. :­. I "" I ___ IS NC RT OF S SET NS,,' -- \ .� 11. - , - , I Ill' _ � I � - .� , ..'..." UCKINGHOLE CREEK) TO THE RETEN77ON I - � . __ �/ 1; 7 1 \ ?� __ - J� F . / I I , , .. I i:::'..'i:�'. � '. �.�, ��,--�.-,. I BASIN II FOR TREATMENTIDETEN77ON I I ___ __ --- ,� :::: __ . R - DRAIN5 / I I � \ � T RTOF THIS SETOFPLANS I I i --- - - �� - _ TO THE NORTH (LICKINGHOIE CREEK) 0 ' I I 'i I I I � ) I / / T , � I I I --- - THE RETEN77ON BASIN 11 FOR TREA TMENTI DE71EN770 r__ FUTURE'BLOCK 1 1 11��111'�,�.`: I I I - - - --- �_ I I " '.' ­i­.`k,.,.,.:-� . .,i I I I - __� __ - SET OF PLANS. DRAINS TO THE SOUTH HOWEVER, FROM A STORMWATER DETENTION STANDPOINT THIS FACILITY ,.,.�. ,--,�:�.;.i�-.:",`��.."- � --- % � ... -_ �,.`, "' ­!,�.'I" I .�.. I - .i , I -*: I � I f.,1 ,J,..�,,�;:i�;� I I I, -, ,,,_�.!".-,_- I I / I I / , � (SLABTOWN CREEK) / -�::,�-,-,u __.­ ... :� - M �...-."." .....-, .. ,� �.­�..�,�",,�--�`-i,, :��;,.'�-,i � / j - - --_- - - - ­."...�_..'.., * I =1 I I / IS VIRTUALLY COMPLETED UTILIZED. THOUGH FUTURE DEVELOPMENTS -, .-. -- ­,,.�-.-.":-. -.�ts , _� , I ­ ---I �, �i I ; ,.. AND IS NOT PART OF / / / �..�,'_.,_ . .� I / - z,.* ;�,��;, _. I I I / OUTSIDE THE SCOPE OF BLOCK 2 AND 1J CAN UTILIZE THIS FACILITY a& �� / THIS SET OF PLANS. / / - � i V- I / / ', I I #t .. In ---,/ - / / /I 11 / / / / / FOR WATER QUALITY, THEY WILL HAVE TO ACHIEVE STORMWATER - ��_ - - - "I \ .". I I � n_ W__ _/_ __--;�- --,, _____ / / / / UL /L/V /IU/V Ift UUC;H /VU/HLi .�)IUMMWAILM MAIVAULMLNI I-AWL11r. - \ :1 / / \ ,� I 110 - ���,­ W__,______ -,-- / I /, / / ­� �', \ (__� __ i ik_ -21 67- I, A—_ - �1-,',,`,�:: __ - / F ._X: , � 1'' � / -- --- __ _- f . .. L ,-- ��,,. / ____­_ - � \ __�� - /' \ , jo .. i.... I I / - �_�, - \ `�_ \ - 1-W W -, p I __ � \ __ ! / / _/_ -� - -��_ : :------ � ie ___1 I ,­ - --- I � / I / / / I / - /�_ - , - ___� ___ - � I I 1� - - ffJ7 i I / / / I / __ - - - - � �'ft z �P.�, \ , \ - .1 7 - \�__ 11 - - \ I \ I / I / / \ -Z-� --�, - - - / 1) � - - .M- W 1� '-- / / / I ::� \ :z _____�Z__:�_ - - - CQZC::] , - �,\ _ I - / / / / I \ \11 _i__::� - - �_�i _::�_ \ [::1� - / -4- . i I / / I' j --I --f --:::�__� ,:::-- -� � -/ / > I j ID Ln , _� --I -1 - 11 :Z.=- __ - I ry "I 14, / / , I / � ­4- 11L__� - __ �. 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W IL 0- W 0 _j 0 3: Z 0 < 0 0 -2 _j LL _j 0 < (A _j _j W w W .j - W 0 UJ _j W W > w _> U_ J_ U F_ �! > � �� W F- LLJ 0 I � D W w 'a 0 =) 0 W 0 Z 0 Z 0 �: I - I 0 Z - FL 0 F:- F- � 0 W LLI 9 � di U) X ") co =) � Z I cr_ W a. 0 a. G_ . 0 Z C.) 00 W a- a a. =) Remarks -1 I Pre-Development D.A. #1 4.11 24.38 1 - - -a.,w 1 21 95 - �_ _ 24.38 > 21.95 1 Pre-Development (cfs) > Post-Development (cfs) roTj 1.110 � �P_' 1_� S_ i5 IV i4 1_2� , SCOTT R. COLLINSZ ) k__q ) Lic. No. 035791,'L, A 412' i I+ % %%11'OXAL Y13"G;P1 aill Tt- I raw,j �2 :;;p LU 5- 0 LU Uj Uj r 2: 2: 2: LU (/) -1 n a 14L. LU LL1 LIJ M > L,U a� U>j W (4 > LIJ W V-4 ­1 �q rq 1-i ­1 T-1 �- � I-- Et ;Z� �i �i �4 �� -i 1-f r, " ­1 �4 . :;�� i::� ;i �� , -� '�'l LLJ M "I rf''V''V, I ­4 L9 nw� AL k- � - � L9 � Z= Nal 0 0 E LANI Ul Z � mi mi 0 U 0) T_ r*-_ Ci (y) 0') CN 44T % .F ICT I N C) 00 (N N * - W _j _j _> I U) W F_ I­_ 0 _j W < r () I V 11.1 I­_ 5 (f) - F_ W W 0� F_ (1) F_ I­_ W 0� 0� < (9 (=) C:) (N �_ Z LU 2: 0 ,;7 W 2: < Z <� CL LU �_ W Q� 0 r-n < r>- CC) " ��e k..; 0 .j C0 LU (D :5 .j P-4 > .j F__q 9. �_ 0 .j eo,*N kJo r,e) I C:) T-4 C:) " I %..) CL >0 �_� Z 4�� CL F_ 70 Uj 37 Uj (D < 70 < Z Icy- LLJ F_ < _:�: 5- Icy- 0 F_ W 0 Z 1-� F_ U) 1­1 X LLJ LU _j 0 F_ b 1:2 uj F_ r1% Uj 0 Uj 0� = CL (f) 1 JOB NO. 02008 1 SCALE 1 " =100' SHEET NO. 7 (A ul L9 Z Z 0 _j < (A � L < - r J� J_ U F_ 0� U 2: D U) Ed 0 Z LLJ 0 :D (j) � 0 Z0 UWj M M ,g " (L � > LLJ Z .� a Uj U) I W I U) I b.-i aill Tt- I raw,j �2 :;;p LU 5- 0 LU Uj Uj r 2: 2: 2: LU (/) -1 n a 14L. LU LL1 LIJ M > L,U a� U>j W (4 > LIJ W V-4 ­1 �q rq 1-i ­1 T-1 �- � I-- Et ;Z� �i �i �4 �� -i 1-f r, " ­1 �4 . :;�� i::� ;i �� , -� '�'l LLJ M "I rf''V''V, I ­4 L9 nw� AL k- � - � L9 � Z= Nal 0 0 E LANI Ul Z � mi mi 0 U 0) T_ r*-_ Ci (y) 0') CN 44T % .F ICT I N C) 00 (N N * - W _j _j _> I U) W F_ I­_ 0 _j W < r () I V 11.1 I­_ 5 (f) - F_ W W 0� F_ (1) F_ I­_ W 0� 0� < (9 (=) C:) (N �_ Z LU 2: 0 ,;7 W 2: < Z <� CL LU �_ W Q� 0 r-n < r>- CC) " ��e k..; 0 .j C0 LU (D :5 .j P-4 > .j F__q 9. �_ 0 .j eo,*N kJo r,e) I C:) T-4 C:) " I %..) CL >0 �_� Z 4�� CL F_ 70 Uj 37 Uj (D < 70 < Z Icy- LLJ F_ < _:�: 5- Icy- 0 F_ W 0 Z 1-� F_ U) 1­1 X LLJ LU _j 0 F_ b 1:2 uj F_ r1% Uj 0 Uj 0� = CL (f) 1 JOB NO. 02008 1 SCALE 1 " =100' SHEET NO. 7 '_-�,-��,g,,-,;,-,w : 4�­� 14§,�t1,,'�jk,j,f_M " 11 11�� " �­,­,�,_o - - / I / _� ' AP ES: -_ - __ � : __ - OV ,a-`M­"��­. -­­- '11P - . ..... 1-1- : - " , " "Ir4�,­ - `w.�,,�-�o A . � cientific Name Common Na R Total Interior Phase 1113 , I i __ '' ", ;"i "" � � `7ALL SITE ' , _� Y 11'4�'�";'__'i -,- , ,-,v 'g " I ��,',' N1.111"', � 0��111:,2_'Blel, 4'111��Wll , R �,4, - - - - kANTINGS OF REE �11) SHRUBS SHALL BE ALLOWED TO ,LANDSC E �OT' - I - 1� � M -'Ir��1'91'1,�. ,N.111'1'� 551 ,� " F�n es"117- , 'f"I"11", ­'­'�,�,4­`�V i I I r. '� "', I- I Quantity I ­-.1- I , - , - �,V, ___ C, anopy ­_ , ,� g -mv "", , _IPy: Canopy Quan= , 1-111' -, I- ...... �,�, -1;Ig . . t1ir C __. 6;1,',,,,,11i3 v, , , , , 7 , 14,11,�,,"', • 1 64 ,,�g ,- - m � 1 $ ! . I'll ,., , H, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS � 0 1 I'll ol i � I _ �"-"� '20e,% ­,'��'r"�,-T.. A� CANOPY TREES �� r �Yt "' � , N, 10, I ! M.'C", � 0, 11 111111- - 15,11- , �­ f I i ,�; ... w. "I'll. . 11 "I ,�;_,4,1!1,1' LY To TOTAL SITE AREA (phases 1113): 0.80 AC. = 34,731 SF i I ! I �­­ � ml,� .N, . I'll, I.., Ml­ -111, , . .... ... 11 ,- ;W,�,,�,,�";M,.��� , ,�� g,,�,,v . . . . . IBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ON , �,,�� �, lm,��,", -, - 11-11 11 - 'AG Arnalanchier x grandiffora'Autumn Brilli " 1� �n . �, 11 _,",'. I i�,,'�',`�il ��,?� ance' 1,170 650 ", �, Autumn Brilliance Serviceberry 8'min 130 9 5 -'s,11- . � g` 6 . ��;,, r", .*-­,�'�..1'111111,', I " �,,�"� � TOTAL CANOPY REQUIRED: (10%) 0.08 AC = 3,473 SF , '' , �, _ *1 ', __ , f ... -,4­­­­'­­,.,,jj ORT THE OVERALL HEALTH OF THE PLANT. ,,660- 00 ,11, - "'i, ,__ ,�',',, 9nolia 61-71 113 4 452 3 339 � , .��',PO­­R,,­ "N" " �'��!�','�, "'j, , ,�, . �,",_'�" -.,!� -�,.'A- - , , , _�,� �._y , �11'11,�t!�x ��,,��, '�, ��P"?'%P`11 , I'l . 191M1, - "I C-1 ,�,. �'_' " t�! , ,p-,,�gx, - - ,,-,-,,, "V­q - , '11,1113111.1-1 , ,�', � A 04, , � _ " �; , 1� I / I ,�,�.,,,,n�,Ta7' " ­ ­­ � _11­11 , - , e, - " _g � �tl�; I ,� , , / \ - "I" 1�­ 5, 11 , , - \ \ I I I 1m;;1I '. �­,­ -MIN, `1�111 p g -, 2 �, �,, � I TOTAL CANOPY PROPOSED: 0.23 AC. = 9,834 SF L r^ � Im- ? - , ­,- , ", ­q ­ ,,-ngl'� , ", . / \ � I 111��" I �U��,)'p il, & i R 'A I em'-, / Pin Oak 3 1/2 " Strong 471 SCOT R. COLLINS�?, ,�� �,g �R F, I,,,, . , olpppr, 0 wl MV Magnolia virginiana Sweetbay M ""' ,"'W".6-11 z �,�,,,,,,,V � , , . �;,� "'i"', ­P1.111 , 'i , ,;Np "', " � , - �;,?"�,,�T�;�,,��lli��1-9""'I I I �,T�,,§ ", " C. - � ­-, 'Iwl,, , ,� _�,1171111­111 - " _­_ - , a „a _.�,i . %�ZA4�1?4 i 1,­;;ye.��k,"v ,r,?.... ,._z ", , -, - - / " ­� I- �A`! �' -K, '.,' "I," '1 � A , ,�� , i, �, i, "I 'N t'- - mn-­w­ �� _'J'u,�, , I - I - 0 }_� � _gN , " �, , , , " - �� / \ \ _-�) -,, QP Quercus palustrus _1 'IRRI�I�Z�l � - - " , i�,� K4 �,Wml'�16*_-.,`,�%m 5 - / \ , 1, Q'IN � �,;�, � 5, ,';i�'�'�� �'.1', , '. "'.1-4, � "� - / ,�,,J , �M ,� \ �� 0 �MWV'? i �� . A �m r I 14 Z'Vl M4,1111111 ......... -, ,,q e ".. ­- 'Im. _"XV4 ­2 , ` `�­,', ._�mA�', ) ­­ ­fq"M,�,,��,_`.�,,_ 1'� 711;11'w'11,0 ,gg, �' y / central 9 4,239 1 471 , p � g�r' , t ,.K,g,�PR&q-,, � %- -1 ,'.�, ,� p. " - ...,�. 1111,,,� A� y m g ,�, / / \ -, -, . , " , ',,`7__ ��, , U Lie. No. 035791a -1- - , ,0 1��, � ,21�-,- ��, ", �� , C ', �� ... . .. z I 1, ,,, -�:, MOM, I _� �'..�4z�,�,���,f,�,,���,�,�,��%I - ," � � ,,, �WVI ., `,�" - " ,,,�---­ \ '�Ili�'Ivml,,Wm__.­­,� Y -t' � v!�R&,�,R � __ __ - 71 - PARKING LOT TREES REQUIRED: G. M11 .1 " ;Z Rl,`,V� i"%b ,�6 , . �,_, ,5, - _,R�! i` ,� / ,11��.11_, - , - r �,� A-1a, 16 ,�_','�Vl fl, �,,;,,,p,�,q, " -0 ��IZZNI;11'1, - I 'N ,_ - leader , -1--111-1. �,,g�4i��-�,v,�'i",�,�-"A,�,�",i,l,�.,,�,.,,�,. � 11""W,K3?�­� / I F. -� I I �,0 , �, , ", " 41v J14 '' , 'M - � ,_.�,'_ " - I _ I , , � I �'� ,, , ­ W-1 O'ht. 1 54 2 108 . - � M , i t I I I I I �,��Ie "�,,,mo­ , W,m �� Mw, M � � ,,, ,p',�,, '�'A�`��"`11741 V , I � 1111�,,�,M.51'*�!"_,- B"_� ­­­r,_1­­­ " �� ,� , ,�', �, 1- �, - � ,11_11­1,0� 1�,,, "'g'. �1� I IIII-11.,mg "M 1 TREE REQUIRED PER 10 SPACES , 5�115 " " 'n , , R"'­­,­­,�1111 ., - �� _ 0 _,�",_,�,111� / MG ,Magnolia grandiflora Southern Magnolia 3 ; � 's lf�,�;�'­14, � ","m ,� - I - "",-, ! . i - __ "l," i �mgg, - .'_"­ -,�,gtg,�.,�,�,� '�' 34 SPACES PROVIDED X (1 TREE/10 SPACES) --: 4 UNDERSTORY TREES ! i ! tl�l "' , , xp, -� .. ... ..... ��'4f���.,�!(,����"",��",..., � , ­ - " i `z°' fir.: .. .... ,,­ �\­- , ,� - - _­ - I I i '. '' � ", ­­1 - I i , ,M­�"R­ I ! i I . 0�,l , , " , - , R _,Z5 ­ / - - \ \ I I - ' mkq� I OINVAL , , , , - �_ , e -111w�,&§, - , 1, - I- - - __ ( I _N , v, ��,v � �� , ,i,,M� MR 'AAR'6.0� Z ,W, ,�� - - -, I i � '" ,r� g� ,,_,,,,,,,�, ­�� , '� , - - 0_1� 3� ,�� -, � mg --'f - ", � � I j I 1�,�� �1'14'1 4 I "M ��,_;11 ".", I I F��,.�_ .�,:g, 1� - '' - 11 , , � KI...- _ .. � -, �,m ­,,zl,��, ,,,,, 1 � �, * ". v , m ,',� g , ".""'i", 1�1_ ­­­ I .g, , "" - , -, � , - � , r � t"z" - " '' 1-11.�1'114­­M�1, ,-e,,�� `_­�R,, RU,,,.*�, VR,,,�_, ,0, , - g .P � �, � _�, ', L ,", r, .�,,�.. �_ - .� � ��, . , -1, 0� / � - " N �, :- "n ,i,,I�4:��,,,,,,,,,�,t�,,�.,;v;�.�v,�'V��P ­- , PARKING LOT TREES PROPOSED: 8 - - 117-il,gl! -',,�,,,',',� � , "'i ��-1 , -e '� �g ­ - - -\ _/_ - - - - _� I I I Cornu ICherokee P 11% O� , - '�, I -, ,-�� " ,A,� M, N, 1,�,' .,-" 11 I 1-1- - 1\ 1 16W ht. I '5 * , � " "N -� " ,9* ."R ,"Im . A �,rW __ - ,�,'� �� ���,"�i `Yi� 12":^", r� �_ CF rokee Princess' Princess Dogwood ;1 �%�!P io, 4,,�,.?'p m", �, 9,'�!__.',� 'P ,,,�,,.",i� ., �, ,-��, -g,�;,­� � _`�R, _�, , \ - - s florida'Che <, ,�� ,, ,,, '. , � - 1'­_"�,e \1 1,11,­1 I � -, , . - g, , " - "�,r - ,�,_ ,� �- ­­ x - - 4 , , �p��, �,,g'� W''T7 F4 ,,,� z `­10 'g'..­"'�,7,5t-,0-, � &aa',�'�,v,n.-�?!;�q , �� �, ", _r- . I ��,7,RNR ;"n,, - 11 t, ,,. ... , "g,"__ , . , I'll 51,0,,� ", � �,�,011,� ", -- -4, t ­"­,�, " , , 11 , 11 I - \ / " - - I I I ! I � ! . �� n , ,,�- �_ - - I I __ ­ e_W,� � I � ­1­­1­'. � , 1� - � --- � 11 — \ " - - - I i i I 'g - I .- - - -- - I - i . I I I I 11-1 Ij , 'ggl - Il 11 11 v I -SHRUBS I , �,' '3 , ,,, I I _� 11�� "i _,­,11� 1�1'1 �'?l W - - I- - -6 - - - g ,,� " 9� ?� I, - �, / I �f�11� ,T11' " , T I'll "�, _,g�RV­g� �� �, " - . - - INTERIOR CANOPY REQUIRED: 5% OF 23,878 SF = t194 SF = 0.03 AC. IG I li�x Glabra 'Compacta' I Compact Inkberry Holly 12'ht. I 1 23 ,',��,� m � - "00,011,0 1151 1-r,M21'40 , ___ 1� N , ,;��� " ". �,7.,V, ,t�,�,,, 1 ­!�.,K,m­x Pl­ -\ " �, - - \_ ��,%P,��",,."�cl.%,�'-p")�,,�,.', �J, 11 __ 11 ___ - .- 11 11 - -1 - - I I I . 11 R, i� , "r �,,007,'k� � " ., �� - , _� ­ , ­ - ,; i I ! I I - . i� � 0", 1 , , ; 11,5, z, , , 11 - - 1TOTAL . � 1 2,922 . ­�� � It - ,,m,,,�,�,��' -1 - -, INTERIOR CANOPY PROPOSED: 2,922 SF = 0.07 AC. i j 9,834 ! ­`­.. , , - ­�7T., �111, ,� T,t� - ,,� __ - 11 , - - � ;;; R ; � �, .111.1 ; �� �� � ; �� �� �;.,�V��,'A� � ­vn, . �`,-, -1 �u , - 11 - I - --- " , : , � , � , � �� ,,,�i �� ,� , ,/,�,� ,,, t � ", ;' "' - " - � ­ ­-I.I.-I-1 ----------- -- ____ ­.--­­..---- _____.�.1__­1__ _ _...1.__. _­1­1 --- -------- �-----"-.-..-�..-----�,�--�----,-..�----,----".-�.-.,.-.�----------�,�---,---�..�-.----�--,�-- " I .. 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I I I ) I /I I — m__ I I I — _:: �___ I I I I A-- __�7:::_�. _____� jb — —1 11 ___ I I I l I it I � - I I I - --I I I I I I � I 1, . I & SEE IRRIGATION PLANS/OETALUSPECIFICATIONS AS THEY THAN f DEPTH AT TRUNK AND - - __ __ - - _ .. ... I. - . . . . ... . RELATE TO THIS INSTALLAMIC TAPERG UP TO A DEPTH OF - _-­­­.. I r AT PLANTING PIT LIMITS. - ` THEN TAPER TO PROPOSED 00 ..-.�.---..--.�,:, . .... . ... . . . FIMSHED GRADE ., . '. 'N - - , . . . . . I T AS . :��. ...,-I.. �,.�. . . � . . .... . . I — TREE GUYING DETAIL CONSISTS . . . 1 ' I . . . . . . OF 2 GUYS.SET W AROUND I I � � �-� f. � � - , '.' . . � . PLANT PIT ON 'UPHILV SIDE SPECIMEN in I I .�.A. � . . . . . . . . . (AS SPE(W )�� . DRAWN= TRENCH EDGE AROUND �._..�.,J. w � A. .1. . - CNTM AREA to m 0 1 N . .. . REFER TO TREE . MULCHED � . . ���['-' .� �-m I DETAIL STAKING DETAIL, I . :� 0 DETAIL ,I------- - IIIIII[IIII � I .... . B __1 -------- _5 .. - I i COMPACT EXCAVATED SOIL . CUT AWAY ALL WNW BASKETS SACKFU WITH CULTWATEO, .. ..�11., _1 . . ..� . . . I - OF40K SOL- FROM PLANT .. TO FORM ROOTBALL PIT - PIT EXCAVATION IF LOOSE. IF . I - . . . . . ! . 0 r-q NOTES; m r-4 r_4 M— - -M--A4 11 � IV,—M-- ­�_ m - ___Tv'_m F — I W 45 C:) 0 N I i SET TREE PLUMS PRIOR TO STAXIM .j - - Z -q .11, I'll ­7­7711 - -� - 1/1 6% A 4 .. 2. ALL PRUMM IS RESTRICTED TO 1 H REMOVAL OF DEAD AND 8ROKZN ORANCHES AND SMALL W PERFORMED UNDER BACKFILL TO TERMINATE AT TOP OUTSIDE LOTS OF 11111111111� U) ..j .. - .. . .. > V.1 . � .. I . . * t IV - -�.-'� - , , .. ".. 1. �:, !v - �' . °q p ° _-Z . . I .. .. .. V��___ . I . � �- I: . THE SUPERVISION OF THE LANDSCAPE ARCHITECT 3. 00 NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. ROOTBALL . . ADD MULCH OVERTOP Or ' � — REFER TO TREE STAKING DETAIL - -� . . . . i . .- . . . , - - , 1:.,.,.4 � :1� � .. - ... . 3. - " _ 1. . I ��,, . - - 1�'_,- . �' _li I- - . . 4. IMMMATIELY SOAK PLANT WITH WATER. ROOTBALL AND PLANTINKI PIT —_ I LIMITS, BE09MG AT NO MORE , & SEE IRRIGATION PLANS/OETALUSPECIFICATIONS AS THEY THAN f DEPTH AT TRUNK AND - - __ __ - - _ .. ... I. - . . . . ... . RELATE TO THIS INSTALLAMIC TAPERG UP TO A DEPTH OF - _-­­­.. I r AT PLANTING PIT LIMITS. - ` THEN TAPER TO PROPOSED 00 ..-.�.---..--.�,:, . .... . ... . . . FIMSHED GRADE ., . '. 'N - - , . . . . . I T AS . :��. ...,-I.. �,.�. . . � . . .... . . I — TREE GUYING DETAIL CONSISTS . . . 1 ' I . . . . . . OF 2 GUYS.SET W AROUND I I � � �-� f. � � - , '.' . . � . PLANT PIT ON 'UPHILV SIDE SPECIMEN in I I .�.A. � . . . . . . . . . (AS SPE(W )�� . DRAWN= TRENCH EDGE AROUND �._..�.,J. w � A. .1. . - CNTM AREA to m 0 1 N . .. . REFER TO TREE . MULCHED � . . ���['-' .� �-m I DETAIL STAKING DETAIL, I . :� 0 DETAIL ,I------- - IIIIII[IIII � I .... . B __1 -------- _5 .. - I i COMPACT EXCAVATED SOIL . CUT AWAY ALL WNW BASKETS SACKFU WITH CULTWATEO, .. ..�11., _1 . . ..� . . . I - OF40K SOL- FROM PLANT .. TO FORM ROOTBALL PIT - PIT EXCAVATION IF LOOSE. IF . I - . . . . . ! . uu 0 r-q N m r-4 r_4 y__q OCK, - 4 I uu I jre 0� < F-4 9 0 C:) �_ C:) 0 N C) .j ... * . ON DOWNHILL WE OF TREE A' - ... . ":�_T_ - � ... .. .I....... H EDGE AROUND ROOTBALL � - EXCAVATED _____ - '. - --.-- -------------- uj AREA TO K �41... FINAL TREE PLACEMENT. Tumft to NOT . . . . . . ...�..... MIN. LOOSE, SUBSTITUTE WITH �i .. .. .. _j * , , - ED - SURLAP ROOTSALL WRAPPING . ... . . - . . 0 - - ACCEPTAW TOPSOIL 1� r .... ... � . . . � " . . . ...... .... ..... ... I . ** - - TO BE UNTIED FROM TRUNK MATERIAL, AMEND BACKFU ;� wm�_�_ .,.... .*. I .. . . I . . . , , ..­ . , .. , , - - , . , . I I- . . . ­ .. ....... ....... . -A, TRENCH EDGE AROUND AND CUT AWAY TO A POINT L ... I . . . . r -.�� - ..... �_ ENTIRE AREA TO 13E PER SPE-CMATIONS. COMPACT 1k.- - —1- . '' . � \ ...... ..... � ... .. ..... Lu-, TO ROOTBALL PIT I MULCHED . AT LEAST VZ DISVA;M= BACKFILL IN LIFTS By FOOT. . 1�� �............ ..... .... ,­..'. ... *.,.. . WATER THROUGHLY AT V2 I �.�,-�-1 �- .�.�.�.� \ . . 1. /. .'��. � . . . - a REFER TO ROOTML PIT ! DEPTH. .. I . , . 7777= . - ... '. f . . ...... ­ . . .— Lu W C,: -. ­ SCARIFY BASE OF PU~W PIT . v . 41 1 ..... � ..... I . ..* ...... ... ­ 0� = !F DETAIL WHEN EXCAVATING PIT, BREAK ....... ... . . � . . )) . . � . I . . . . . � . . ....... I I ....'. . . .,� - � . . * , . . . . ..... I . . . . AEIURN AND COMPACT LOOSE In �'�'.. �' � I ... . I... ...... ... , , I . THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO . . / .......... .. � . . . I ... � .... . — "I , . JOB NO. ;rx.r. 1. R I.....,.. I . . 111 . . . ... ... - - . . . , . . 1_ . , - � DRAINAGE) PLANT . -4 '- �"- 77-77:�� �--� I ROOTBALL I 'if, HARDPAN UWAOVE AS PLANT FIT TO ESTA&JSHED WX-�.j' - — . . . . NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO _1\ . - WmEmmmomm- . I N . - . v - L � NOTES GRAPHIC SCALE . .. .1 � — T^ ��. � t NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARAOTERIST" ARE NOT SCALE .---.. AGII&F-41" TO THRM MAIM= MATOM -OR -VAIM CONCITIONS -RAIM CW3bbMkM SI - �A I � � in an i9f) �t .y l 1. r ft.5 / °.t .. / ,he wetoF DELTA START"" �mins e �. PRO ,ECE• TYPE: "AID" Is y 27 /4'Da 7° 612' (S7mm) 1t78mm) (165mm) 43/4' ?�5'r 21 /4'Dfa m) Pat ent Pending st -e t[ n ° 15 (41mm) (16rramr (76mm) 360 SL' Accessories Aommrm+«ne.mrat.ao.,mu: roia...�nuw. _ tonuar«nmkattaresdyoa rtgWnmota,Mn9mtspniemdans. Mounting Remote Transformers: HotizontalRotation v w,t«anwr° R.S.V. st"m C"wPdts win° 7RSedes vowe*vwe^ vvmwA- (DpBorul3805L °saesdd4) SPECIFICATIONS Greensource Initiative- Mo8('B'«'E1caP StYies.'A'and'B'capsirdudeweep -hole Remote Transtomsef Metal and packaging components are made from recycled fawateram) dent( sdrainage 11da'n)'E'capsezdudeweeP- Forusewith12VAC eK *916 remotetransformer. matedah. Manufactured using renewable sel, hole and are for interior use only. produced omite. Returnable to mamdaaser at end of live whin9 to emwe cradletoaadIe ha nq. Pattx�ag contaim rw Lerts TeRone coated, 1BAWG, 60OV, 250° C rated and certified to ddorofiuor«arhom (CFO's). Use of this product main quaFifir Shock resistant, tempered, glass lens is factory adhered UL 1659 standard. torGtemsourcecfiacymd recydmgrebate (s). Corrwhwww. to fixture cap and panes hemleUcally seated optical 61drcUi7tingmnJg reemourceforpmgramrequirenterns. comparunem. Specify soh tons (1112) or rectifinear (013) Hardware lens• Tamper - resistant stainless steel hardware. LOCK°• aiming )Materials screw is additiona8y black oxide treated for additional Fumished in Copper -Free Awminum (Type 6061 -T6), Bmss BIfSSL° cartosion resistance. (Type 360) or Stainless Steel (Type 304). Integrated solid state system v24'techrmlogy is scalable for field upgrade, Modu)ar design with ek'cttimI quick pfnish Body disconnects permit field maintenance. High power, StarGuard•, our exclusive RoHs compliant, 15 stage Flayy machined fiom solid billet Unibody design provides froward throw source complies with ANSI C78377 twinning Chroma'efiee pr «ess deans and conversion coat' enclosed, waterproof wireway and Intteeggrraal heat sink for requirements. liceeds ENERGY STAR• w. maintenance alumimrm camponems prior ro appikatbn of Ciass'A' 7GiC maxmum compalent 6fe. Integral knuclde for maximum requirements. L" certified components• polyester powder coating. grass components are available medranical strengUr High temperature, silicone 'd Ring m powder war or handcrafted metal finish. Stainless steel prov(deswater- fseal. 1 Integral, constant Current dreret l2VACNDC)np L 50/60Hz conlponems are available in handcrafted metal finish. Proprietary Input control scheme addeves power facto (Bmshed finish for Interior use ordy). Knuckle correction and eliminates )mush curtest. Output, over- the r f �• CATALOG NUMBER LOGIC DELTA START" PROJECT. MANUFACTURER & CATALOG NUMBER TYPE - 3605L CATALOG LLF NUMBER: C', SOURCE: D NOTES: < LABEL MANUFACTURER & CATALOG NUMBER Example DS - LED - e22 - SP - A7 - 6ZW - 12 - 11 - A - 3605L LAMP LUMENS LLF WATTS C', Z D � < ®Z O ~ Material EUROTIQUE ARCHITECTURAL ONE 175 -WATT CLEAR ED17 METAL LU C C a P3 ES22175M MED GCF SR3 LUMINARE WITH SR3 REFLECTOR, HALIDE, HORIZONTAL POSITION 12800 Blank - Aluminum 213 CLEAR FLAT GLASS LENS L NOTES: FIXTURES MOUNTED AT 14' -0" ABOVE GRADE. 9 -Bass O N L S - Stainless steel L h i Series 05 - Delta Star - M -1 �� N Source ��� LED - 'e' Technology with integral Dimming Driver (25W min. load when dimmed) •Regalia niagr"tk caw Ydmge dknnw LED Type -1 436 - 8WLED(27K 423 - BWLEW4K 425 SWLED /Green e27 - BWLED /Amber 422 - BWLED/3K e24 - BWLEO/Red e26 - 8WLEDBlue Optic" -J NSP - Narrow Spot(Redlndicatot) MR. -Medium Food (Yellow hMicat «) SP - Spot (Green indicator) WFL -Wide Flood (Blue I"cai ) Adjust - a -Lume4 Output Intensity"* ra"m:afttoy arsy) A9 (Standard), A6, A7, A6, A5, A4. A3. A2, At •worse ueAd% st< lunre •MoruxeMroed4rNixdevrofrmattlry. Finish Aluminum Finish Brass Fln1sh Premium Fhdeh � 54dn wdnM4 MachFned Mlle -- ABP Mtque &a55 PO Wer CMfi CaSCade MOmltain Granite) RMG Ro[ky MalnWn Granite _POwd4rCantCOtor BID aw Polished P'OL AM AleuBan MOUMaIn GaM[e CM Cracked lw I sD5 Sonoran Desert Sandsto. Black aLP BLW Ntrr- AqW Antique White CRM Cream SMG Serra MOUntaln Granite - _- Whit.0.1) WNP WNW stainless Finish �.._._._.._ WR Mack Chrome HUG Hunterl.- T%F Textured Faen L_ Awminnm -- SAP _ -- - AtacMrwd MAC __ beige Me5 MojareDesertsanastane wa weathered copper -_ Verde VEit `rat�,ea gmylsed e11U BPP Brown Patina Powder NBP Natural Brass Powder We Weadh diron BAP Clear Arrodized Powder oeP Old Copper AkoavalWNe toME1,4hrt see.aanaawaunao Lens Type - -- - -- - _ _ ^ T - - 12 - Soh Focus Lens 13 - Rectilinear Lens, I Shielding I - Honeycomb Baffle Cap Style A 45° B - 90' D - 45° less Weep Hole E - 90` less Weep Hole (I.wioritwo y) ameo"meDnb) Option 360SL - 3605E °RotaUOnal Knudcw Mounting System LABEL MANUFACTURER & CATALOG NUMBER DESCRIPTION LAMP LAMP LUMENS LLF WATTS C', Z D � < ®Z O ~ LITHONIA EUROTIQUE ARCHITECTURAL ONE 175 -WATT CLEAR ED17 METAL LU C C a P3 ES22175M MED GCF SR3 LUMINARE WITH SR3 REFLECTOR, HALIDE, HORIZONTAL POSITION 12800 1.0 213 CLEAR FLAT GLASS LENS L NOTES: FIXTURES MOUNTED AT 14' -0" ABOVE GRADE. NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. t� {'y��j. j 6 ��,, coinpd�edK oFRtsro%o�inponenu co firsess(�teeK9gnrrauac Knuckle is 'limitedswto < A (norr mmi(tiglR Cron% to sa(mraitety Warra'm [f ed warrdnry. �.F¢t , \ ,�i�i.M,.� !'is�L.,IIYI�# 1f 1'Y.l. POLE .X:i fFktt- 'it.!'i' �' I i . \ body and features an interior, rnach(rxd tis intThe second Sid C222 No. ted to. <IA ( Ye DRIVER DATA Input volts InRush Current Dimmable Omption Ambient Tem we , is machined from sold bIUM and features a second, reverse Certffkatfon arid listing 12VAC /DC 50 /SOHz <1A (non-dimmed) Magnetic Low Voltage Dimmer - 1°°F -13°°F amlietaper. The resuhant mechanical taper4odsailowsa full Une dimmable• For use with low voltage dimmer with (R testedrolESNA lASl9. Ughtug Facts istiation per as a t m>saa�rs �MltpW.',!irarttllTrtiAiii. dedicated neutral conductor. Minimum 2s wan load LM79 DATA L70 DATA OPTICAL DATA `\ # ' i 180° verbml adjustment vlitirout the use of serrated teeth, aired fords USOOE (www.lightingfacts.cam). ETL U to ANSVUL . . which(nherendylirmtabnilg. H41 temperature, silicwre'tY re4 mmng. Standard 1838 and UL Standard 8750' Certified to CAN/ Fling t.,in eswater-tightsealan conpndsWe re.%I_"ero CSA Standard C222 No. 9, CSA TR 11.588. Rolls rent input Watts Minimum Rated Lilo (hall \ E':" 13f maintainfahue sit(on. wNWards731b.statick>ad Adlrtst- e•Lume °(Pat Pending) COfn� BK No. CCT moy rtw.1 CRl rtypl Yox or inlnai lumens Mnt seam TVOO Angle VlaUat lrrdleaMr \ . / po Desgn Suiable for indoor or outdoor use. Suitable for use In wet - / prbr ro movement ro ensure degdes of optical alignment. in4gral electronics albws dynamic lumen response at the I «aUOrss• Suitable for Installation within 4' of the ground. e38 2700K 8.4 90 50,000 Narrow fled Dot / Wpipe thread for mounting. Individual fixture. 4dexed (l00% ro 25% noW lumen IPW Rated. Made in USA. e22 3100K 8.4 90 50.000 TS° lateen Do .. / output Mainta(nsoutput atdesired level ormaybedtazged e23 4100K 8.4 75 50,000 Medium Dot / Optional 3605L" additiora(ly provides biaxW4 source as consul n require •SpedHfactoryit.outputintensity. ((glitisg 'w3.37.T'6�tT. x'1 b'k47ITMea1, u / ad snlen�t 360• horimnlaI rotation kl addition ro vertical °� .I ota ROHS e24 Red (8270) 7.9 50,000 Wide Flood 38° Blue Dot 9-rfi� 17 j q)1 16 .iIHHIC Mt it, , lus r"" sa25 Green (5300) 0.4 50.000 interchangeable OPTIKIP- modules permit field - rwmua ..y,ramumm„axaaamrcar".aw.. _ j2 °/16�tIB / Gjp charges to optical distribution. Cobrcoded for easy .'�°t ""d °°d°""e a'M u"add wra' �''rm"ta'tm 028 Blue (470run) 8.4 5°,000 3-37rgp, K $ ! t TI�11f/ : „ po5gg / Fuity ntachiried Accommodates [i] k5ts or buyer media. reference: Narrow Spot (Nsp) = Red. Spot (sP) = Green. ,i Choose from 45°curoK('A'or'D7. err )'deep bezel whit 90° Medium Food (MF11= Yelow. Wide Food (WF7) =Nue. e27 Amber (5900) 7.9 50°00 VAIR .i�15ltlft 1 -/I{G#► b 11i0AB1 / Drive: �Ajf 40429 Brickyard Madam, CA 83836 USA SUBMITTAL DATE DRAWING NUMBER /!)> ■Iatelst ■xa�.�� 559.438.5800 FAX 559.438.5900 CM rC1t�Fft.- � B -K LIGHTING 40429 Drive Madera, Madera, CA 83838• USA SU8h11TTAL DATE DRAWING NUMBER � -K LIGMTINNSSI www. bk" gMwg.con,•in[nQbkNg(rting.rr:omm $ -a1 -,3 sUBOOO93o ;;p 559.438.5800•FAX 559.438.5900 8 -21 -13 $UB000930 mrs 000gAorconrA PA�Pa MY aNMWTM or sx L"7Me+t Armenia ®Pr om rosusswN DOSS xor caHVCV ANr incros7o uanupxr.uwose rrs comurrzomTO w,nurACnmt ustoa sn,t nnnwxGm MAV +® !FF Ww.vlNtlightlng.carn • irrlo@bklighting.cOm osttaot ravAaauncw, asaosueonusewmroursvcrncwwrm +AUn+ow.tmuasxuranwc,wcastncnv ror4�OOm. -69 '.. 1 6.0 5.5 4.5 2.1 8 1.1 ` 8P3 \ 4.5 1.7 1.4 P22.4 5. .:5. y\ 9 1. 0.7 4 1 ° : V i AiFDtEAiLQ 4aAcca�94sgrncnit#>a a � HVP $- ,1 \ \ HVPB -14,16 ! ' • . 2 5.0 6.0 3.9 2.1 U 1.1 2.9 \3.7 4.3 .6 U.9 1.8 3. Fl_ l 0.5 �ITC3C�1? RIBS 5Ek1CJ4TfC?i*{.r' . Y 1)Ramkat AtmFneli1WJarFb s1i {fey ra•y�y y�.�� ere ��`j(\ � ' l SRI;d�� i.1.Ari1lt:dti'S 1 \ \ a 4 --Si 1.5 \ .0 3 1: 0.6 0. 1.5 2.1 2.3 1. 0.7 1.0 .7 1.8 1.5r 0.4 0.1 0. 6/ l ' 696 - _ The'61' tt� T9111siAW lis stet 07 \ \ Pon 111} 100 EEf7t9�1633 aticj sp41r! a1tam)nutTi \ 1 3 0.4 0.5 1.4 1.6 .0 .6 1.2 U, 0. 1 1.1 7 0.1 0.1 2 i. 1. • •.5 r.:*Z. Arm JF' ! ) �.CLri:ff: i, 1p�TH SCOT R. COLLINStZ Lic. No. 0357911 14� o`tiSr OVAL En C S Z w O IN- V IZ LZ LZ M 0 0 0 j OV U U V C -j d 0 V H Ce > > Q a r � a d W CI Q W W W r � > to n- Uj W LU 3 L� c1C CIC ILLI H a ce Z O a .i Q Z C Z U U � C', Z D � < ®Z O ~ d M Ws-1 LU C C a � H > L fY L L L C c O N L C S Z w O IN- V IZ LZ LZ M 0 0 0 j OV U U V C -j d 0 V H Ce > > Q a r � a d W CI Q W W W r � > to n- Uj W LU 3 L� c1C CIC ILLI H a ce `` :r,�::: <iw {{ G APHIC SCALE LU � =-����',;. •.:�-'~ � / / � ,�' \ \ ° � -'` \ \ I \ JOB NO. _ , i 3D� \I - oZOOS a ^ i/+�_ 0 \ 30 60 \ \\ 120 p � SCALE � ( \IN FEET) \ 1 = .30 o c 1 inch 30 ft. \ \ 1 0 SHEET NO. a� 0 C', M M M M a O N a"t', L h i M -1 �� N ��� `` :r,�::: <iw {{ G APHIC SCALE LU � =-����',;. •.:�-'~ � / / � ,�' \ \ ° � -'` \ \ I \ JOB NO. _ , i 3D� \I - oZOOS a ^ i/+�_ 0 \ 30 60 \ \\ 120 p � SCALE � ( \IN FEET) \ 1 = .30 o c 1 inch 30 ft. \ \ 1 0 SHEET NO. a� 0