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HomeMy WebLinkAboutSDP200800112 Plan - Approved Minor Amendment 2009-01-28GENERAL NOTES OWNER: NEXT GENERATION, LLC PO BOX 5548 CHARLOTTESVILLE, VA 22905 TELEPHONE: (434)975-3334 FAX. • (434)975-0267 CONTACT- MR. WENDELL WOOD ENGINEER: SCOTT COLLINS, P.E. COLLINS ENGINEERING 800 E. JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELEPHONE: (434)293-3719 FAX. • (434)245-0300 TAX MAP NUMBER: TMP 33-1 D (PORT/ON) RO OS D O,FFICE UILDING ACREAGE. TMP 33-1D = 133.215 AC. LIMITS OF PROJECT AREA/ LEASE AREA = 14.76 1111;f/— ACRES MINOR SITE PLAN AMEN'DMENT TO SDPr2007�1 EXISTING ZONING: CO COA6 ;11 IFICE) • ZMA-2007-003, SP-2007-31 & SP-2007-32 APPROVED BY BOARD OF SUPERVISORS 8-1— 07 • ZMA-2008-004,SP-2008-45, SP-2008-46 APPROVED BY BOARD OF SUPERVISORS 11-12-08 PROPOSED USE., OFFICE PROPOSED PHASING:101 PHASE l BUILDING 1: AN OFFICE BUILDING INCLUDING THE FOLLOWING: • 4 STORIES (89,400 G.F.A.) OF OFFICE SPACE • 1 BASEMENT LEVEL (22,100 G.F.A.) FOR STORAGE OF EQUIPMENT & FILES. • INCLUDES RESEARCH & DEVELOPMENT USES AND 581 PARKING SPACES PHASEII BUILDING 2: AN OFFICE BUILDING INCLUDING THE FOLLOWING: • 4 STORIES (89,400 G.F.A) OF OFFICE SPACE • 2 BASEMENT LEVELS (44,200 G.F.A.) FOR STORAGE OF EQUIPMENT AND FILES • INCLUDES RESEARCH & DEVELOPMENT USES AND 204 PARKING SPACES PHASE 111, BUILDING J. A 3—STORY RESIDENTIAL APARTMENT BUILDING CONSISTING OF 120 a 2—BEDROOM UNITS. NOTE: PHASE / WILL BE CONSTRUCTED FIRST. PHASE III COULD BE CONSTRUCTED TOTAL UNITS (PHASE 3): 120 UNITS — PROPOSED 120 UNITS — MAXIMUM DENSITY 120 UNITS115 ACRES = 8.0 DU/AC MAXIMUM NUMBER OF EMPLOYEES. • 806 BUILDING HEIGHTS: BUILDINGS 1 & 2 (PHASES I AND 11): 65' MAX BUILDING 3 (PHASE Ill) — FUTURE: 35' MAX NOTE. SEE ALBEMARLE COUNTY CODE SECTION 18-3 1 FOR DEFINITION OF BUILDING HEIGHT. SUBDIVISION STREETS: CURB & GUTTER ROAD EXTENSION: FOUR (4) LANE DIVIDED ROAD WITH CURB & GUTTER DATUM: NAD 83 SOUTH SURVEY PROVIDED BY ROUDABUSH, GALE & ASSOCIATES — MARCH 19, 20OZ ADDITIONAL SURVEY PROVIDED BY DOMINION DEVELOPMENT — 1999 SETBACKS. • NOTE THE PROPOSED SITE IS SURROUNDED TO THE NORTH BY PUBLIC RIGHT OF WAY, AND TO THE SOUTH, EAST AND WEST BY RURAL AREAS. BUILDING SETBACKS. Z2 AND 18-21.4 — 1 PER ALBEMARLE COUNTY ZONING ORDINANCE SECTIONS 1 8 2 . , BUILDINGS SHALL BE SET BACK A MINIMUM OF 50' FROM RURAL AREAS. IN ADDITION, ANY STRUCTURE OVER 35' IN HEIGHT SHALL BE SETBACK AN ADDITIONAL 2' FT. FOR EACH ADDITIONAL FOOT OF HEIGHT IN EXCESS OF 35. PER ALBEMARLE COUNTY ZONING ORDINANCE SECTION 18-21. Z 1, STRUCTURES SHALL BE SET BACK AT LEAST 30 FT. FROM ADJACENT PUBLIC STREET RIGHT--OF—WAY. BASED ON THESE REGULATIONS, THE FOLLOWING MINIMUM SETBACKS APPLY: BUILDING i NORTH SOU TH EAST WEST 1 (THIS PLAN) JO$ 110' 110' 110' 2 (THIS PLAN) 30' 110' 110' 110' 3 (FUTURE) 30' 50' 50' 50' PARKING SETBACKS: PER ALBEMARLE COUNTY ZONING ORDINANCE SECTION 18-21.7.2, PARKING SHALL BE SET BACK A MINIMUM OF 20' FROM ANY ADJACENT RURAL DISTR/CT. PER ALBEMARLE COUNTY ZONING ORDINANCE SECTION 18-21.7.1, PARKING SHALL BE SET BACK AT LEAST 10 FT. FROM ADJACENT PUBLIC STREET RIGHT —OF— WA Y. BASED ON THESE REGULATIONS, THE FOLLOWING MINIMUM PARKING SETBACKS APPLY - MINIMUM SETBACKS NORTH TH EAST WEST FOR PARKING AREAS 10' 20' 20' 20' BUFFERS• NO CONSTRUCTION ACTIVITY INCLUDING GRADING OR CLEARING OF VEGETATION SHALL OCCUR CLOSER THAN 20' TO ANY RESIDENTIAL OR RURAL AREAS DISTRICTS (SOUTH, EAST AND WEST BOUNDARIES). SCREENING SHALL BE PROVIDED PRIOR TO FINAL SITE PLAN APPROVAL, AS SPECIFIED /N SECTION _ 18—J2.Z9 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. A CONSERVATION PLAN SHALL BE REQUIRED AT THE TIME A SITE PLAN IS SUBMITTED SHOWING THE PLANTINGS TO BE PROVIDED WITHIN THE VEGETATED BUFFERS AND THE PROTECTION AND PRESERVATION OF THE EXISTING PRITCHETT CEMETERY. OFF —SITE IMPROVEMENTS: EXISTING BOULDERS ROAD SHALL BE EXTENDED AS SHOWN ON THE SITE PLAN, PROVIDING A 4-LANE DIVIDED PUBLIC ROAD TO THE LIMITS OF THE PROJECT SITE. FUTURE EXTENSION OF BOULDERS ROAD SHALL OCCUR AS CONTEMPLATED ON THE PLACES 29 LAND USE PLAN. ALL ROAD IMPROVEMENTS SHALL COMPLY WITH VDOT STANDARDS FOR PUBLIC ROADS. IN ADDITION, A -DUAL LEFT TURN LANE FOR SOUTHBOUND ROUTE 29 SHALL BE ADDED WHEN WARRANTED PER VDOT REQUIREMENTS. EXISTING LANDSCAPE FEATURES: MATURE HARDWOOD FOREST (OAK, POPLAR, HICKORY). HISTORIC RESOURCES, • EXISTING PRITCHETT FAMILY CEMETERY LOCATED JUST WEST OF THE SITE SHALL NOT BE IMPACTED BY THE PROJECT. EXISTING STONE PIERS LOCATED JUST EAST OF THE SITE SHALL NOT BE IMPACTED BY THE PROJECT. THESE SITES ARE NOT LISTED ON STATE AND/OR NATIONAL HISTORIC REGISTERS NO OTHER POTENTIAL HISTORIC RESOURCES ARE KNOWN TO EXIST WITHIN THE VICINITY. OPEN SPACE. • APPROXIMATELY 5 ACRES OF OPEN SPACE (33!) HAS BEEN DESIGNATED. DURING PHASE Ill, RECREATION AREA WITHIN THE DESIGNATED OPEN SPACE SHALL BE PROVIDED, IN COMPLIANCE WITH SECTION 18-4.16 OF THE ALBEMARLE COUNTY ZONING ORDINANCE SPECIFIC RECREATION FACILITIES AND IMPROVEMENTS SHALL BE DETERMINED AND DESIGNED DURING THE DEVELOPMENT OF THE SITE PLAN THAT INCLUDES PHASE //// BUILDING J. 0.55 ACRE HAS BEEN RESERVED FOR RECREATIONAL USES ACCESS: VEHICULAR/ PEDESTRIAN ACCESS MAY BE PROVIDED TO THE SITE FROM THE ADJACENT PROPERTY TO THE WEST. MINOR DEVIATIONS TO THE LAYOUT NEEDED TO ACCOMMODATE SUCH CONNECTION SHALL BE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT. CRITICAL SLOPES. • THERE ARE NO SLOPES /N EXCESS OF 26Z ON THE SITE. DRAINAGE DISTRICT- R/VANNA DISTRICT DRAINAGE WATERSHED: NORTH FORK RIVANNA BELOW WATER SUPPLY INTAKE LIGHTING: NO LIGHTING SHALL EXCEED 3000 LUMENS. ALL EXTERIOR LIGHTING FIXTURES SHALL BE FULL CUT—OFF S/GNAGE.• PROPOSED SIGN SHALL BE SUBJECT TO A SEPARATE SIGN PERMIT. LEGEND -------- EXISTING CULVERT A DROP INLET & STRUCTURE NO. CURB & GUTTER EC-3A DITCH s" DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH -- --- EARTH DITCH DRIVEWAY CULVERT BENCH MARK VDOT STANDARD STOP SIGN -s - - - -200- - - - EXISTING CONTOUR 200 PROPOSED CONTOUR 411.3 THE TOP ELEVATION DENOTES 405.0 THE PROPOSED ELEVATION OF THE RETAINING WALL & THE BOTTOM ELEVATION DENOTES THE LOWER EXPOSED PROPOSED ELEVATION ,OF THE RETAINING WALL. 411.3 PROPOSED SPOT ELEVATION R27' 27' RADIUS ON F/C TABLE 2 Revision Index Sheets Revised 0 2/26/08 approved Construction Plans SEE BORDERS 1 7/14/08 Initial Amended Construction Plans SEE BORDERS 2 11/25/08 Revised Amended Construction Plans SEE BORDERS 3 1/14/09 Revised Amended Construction Plans SEE BORDERS _ o0 FA NEXT GENERATION, L. L.C. TMP. 33-1D D.B. 3550 PG. 323 ZONED. PRD & RA TIO N . 3 4 PG. SITE LAYOUT SCALE: 1" = 400' VICIINITY MAP ARCEL LINE NEXT GENERATION LLC TMP. 33-10 ASE LINE D.B. 1534 PG. 611-620 � cRFFN E o cNTY v ST DR. o d DE � O` SCALE: 1" = 3000' SYMBOL ZL Q A A et A A A t A A A A 0 0 A A A �A A A A 22� PARKING ANALYSIS PHASE/ PARKING PARKING PARKING PARKING BUILDING # REQUIRED - REQUIRED - PROVIDED - PROVIDED - SHARED PARKING CURRENT PHASE CUMULATIVE CURRENT PHASE CUMULATIVE PHASE I - BUILDING 1 89,400*80%/200 = 358 358 581 581 0% 89,400 GSF* PHASE II - 89,400*80%/200 BUILDING 2 = 358 716 204 CD 0% 89,400 GSF* PHASE III - 120 (2 770777 BUILDING 3 SPACES/UNIT) = 956 0 23 783 SPACES 120 UNITS 240 SHARED = 18.1 % IVV 1 Mo: 1. BUILDING 1 INCLUDES AN ADDITIONAL 22,100 SQ. FT. OF BASEMENT STORAGE AREA; BUILDING 2 INCLUDES AN ADDITIONAL 44,200 SQ, FT. OF BASEMENT STORAGE AREA. A SEPARATE PARKING MODIFICATION REQUEST HAS BEEN SUBMITTED TO WAIVE PARKING SPACES THAT WOULD OTHERWISE BE REQUIRED FOR THESE BASEMENT STORAGE AREAS. 2, TEN (10) LOADING SPACES ARE PROVIDED. THESE ARE IN ADDITION TO THE PROVIDED PARKING. Adz e4 TROFFER S'TAT)E XM-1 1V.I . Q l,X PANS} .)1` n 0 O O T R. COLLINS`.Z U No. 35791 ,� �0�Alsl'sll-(_OIVAL -ly-07 �W /0) Date:: August 1 ZQ071 nit th ZYIA 2Q07 .OU3, 5 22U.7-32 Residua flat $ :.P 2U0 -3,k i(teseax �t : Dev:eiop�xiexit;.abs Tax ;Ylap Parcel 4, 33-1 D and ;33 li k (port on of) -$ Evicting Zoning; R.4 CHANGE DESCRIPTION z Proposed Zo:ang: CQ, SP07=32Resideixtia) &;SI' 207�3I Reseat c` & Drelopxuen"t 1✓abs O STORM SEWER REVISION FOR FUTURE TIE—IN OF BOULDERS ROAD (STM 54-52) j total `Land Area: 1� aertz STORM SEWER REVISED BEHIND BUILDING #1 (STM 10-4) 1Y U STORM SEWER REVISED TO REROUTE DRAINAGE (STM 74-64) Pursilaiitto Sectim l i,: a ihtF Aloemarle County_:2ontng:Clydinance; thg,owner, or its Buy authorzed agent, w hereby voluntarily prPffers the condtttons'listedbeIow which slAall l applied to lie prpperty if zoned with;ClE V) to to STORM SEWER REVISED VERTICALLY (STM 68-74) ci:�e> ed plans approved > qr development, "¢ hcac. cor; waons are pro#fered as a pat t of the sequested:rezoning and z z z it is weed that:tlia conditions are reasonable. g g MODIFIED ACCESS ROAD BEHIND BUILDING #1 ' CL z ADDED RETAINING WALL AND GRADING BEHIND BUILDING 1a. AffordaUie Loos}u W w w Z z O O O REMOVED SWM POND AND ADDED A B/OF/L TER The t)wilier shall:pidVide a mititnum of eighteen (l8) of the e-sidential,uAits.as affordable .The affordable;:Ce g U' 2oustng shall be provid d by rr�akizig t aese tiluits. available ;for lease.under the t insprtrviddd kthe following z SANITARY SEWER RE —ALIGNMENT TO SERVE BUILDINGS aragwapl and paragraphs,A through b, etpw or.by paymexti of $19,I0�? iri'lz�u of:eachxrquarrfri unit under tlte> . O z z tettns provtCed znparagraph G below°,. ~' z O O ADDITION OF 2 BASEMENT LEVELS FOR BUILDING #2 O p y UPDATED STORM SEWER EASEMENT TABLE TO REFLECT CHANGES Forma pen. od of.ten (I Q) years rollow'tno tE e Bat e c ertifttate of d4cu atic As issued by Elie Cailrit far each U O 0" p w Q rU "rehtiaf#'ordWbla ici�it,.aT: unt1: #lie utvts.: are Sa1d _as.lrnv r�r mad to cost units uatt i; ':ps sucp. under ei-} er q w C1 w UPDATED DRAINAGE AREAS TO REFLECT STORM SEWER REVISIONS 1 he Ytrginta Housing DeVelopmzit Authonty4 Fa traers Home Admtnt�irafton, or feustizg and tar m -z O CI z z Developherit, S.ec€isn S, nyjzicllever conYes: #u s: (#lie "A##oi°dalale'lerm')'such otitis: shallc lcasad'to' w w E u,I REVISED STORM SEWER SYSTEM TO TIE INTO JUTAF DESIGN (STM 34—OU77) hauseltolds is+ith incomes less ta�An`Ihe �ordable.Lzti:.Q>ralifyirzg Ineoitte; Q ct Q _ STORM SEWER RAISED VERTICALLY STM 70-74 F Affardall Itousirt d ref 1 rate. "Afroi dablehottsin °'Shall mean rental: units for which the initial ( )'<��, 03 > 'I � UJ gross retire does root exceed Qne h mdred twenty (12f}) °lo oftlA? fair;n rkof renrpuol>shee.byrhe 1� S. REVISED GRADING BEHIND BUILDING #2 ALONG ACCESS ROAD pepncnt,of )Iousfng and 1lrl�ari llcvelapme�t (FIC}D) with a imaatmum annual,irictease riot Co exceed a z w w REMOVED PARKING SPACES ALONG ROADWAY AND REVISED STORM SEWER three pexpent (3,°lo).durinethe a££ordabtlity=term Tenantent shall be the, moss xt:less.the coat of tcrtazit•p ate, utilities as prciyancdl—, the.rll liemarle Dour ty Ofl Ica of;flousi rg:: UPDATED DRAINAGE CALCULATIONS TO REFLECT STORM SEWER REVISIONS 13, Affordably.lerrn:.'Tl�erecluttera e;�tthat tlie:rents o'suolt'fnr rei .4. ordable units``may not:exceed the. 62B STM ADDED AN ADDITIONAL STORM SEWER INLET ( ) niaxirrium � ' rsnts cstaolishco in thzs:P> offer, smell apply ore tnirFimum perttad of ten;(,l Q} yeai s Poll wizlg 0 ;? the m;Fo# ADJUSTMENTS TO STORMWATER MANAGEMENT AREAS, CALCULATIONS, & ;: sa d as.l`ow nr, mmtics€e Unst ut?ifs qualify g Gs.s ach ufidet.AJberria:le 0ounty,Afi'ordable Housing Q N c� DETAILS FOR BIOF/L TER DESIGN P.ollcy (tlae "Affoudab.;e Tenit" ); provided that it the uxnts hfe leased by tlae Qwneri<, a ederai ageri;y; ® N STORM SEWER REVISION rite ennijiliance date forproviding the a ordable:restaerttiul untts.begtns an.the day 00 the nation, ofsuch tease of res dntttial; tinit(s);between the Uwner and:a federal'ageituy: T_ie O.wnet• shall pros grlry SHIFT IN LOCATION OF BUILDING #2 the Cowity's zoni'jig admirirstrator thirty (3Q) days' prior virlttctt tlQtlee aft to impending teirmttia 106 of the lease, The Owner also shall<.sttbrrttt b two. Sufic 1 ant%_ 3uly l .tif ea h year satisfactory wn1tterx ADDITION OF ONE BASEMENT LEVEL evtdel ce to tl}e G.oilnty's zotlm admliisirator tn`atthe ~csiden w . unt s.a:�e`+being leased to:.a:`federal� t #;encyand o�oup ed by employees of,:ar conttactars tq,,a federal'Gblen y atii. staso vkethei thj. ,lease LIST OF SHEETS WITHIN SET THAT HAVE BEEN MODIFIED ,hill terrriinata In the.:upcorning July 1 to June 3v. period and; ifso;;state the:date: f} e WlIux-,:oft:�te REVISED PARKING CALCULATION FOR CHANGES TO PARKING AREA Owner io subtrii Stich evidpnoe by July:-1 in any.year shall be deemed to Na evidence thatthe tease bet>veett the (�w I a- `the #1.ede_ al agency has ferriiiiAated and the Uwner sfiall cot i ,ly with _tti? , UPDATED PLAN TO REFLECT REZONING APPROVAL DATE ! cquircmentsoft.hisProffet.. .. Co Cunveyaii:.e of tnlierest,, All tt�strwne4ts convey tag any ui.erest in tiiA for -relit raffordable tin is frt�rn;thi~; t Gate of this rezomibg and;continuipg until the Affordalrlc: Term has ended ,shall contain language fee%ringUJ that such unit is suQect:to the tennis ofthis Pxoff'er, hi addition, all cnittraets pertaining. to a.eotiveyance Van f Ur -refit affuid4ble anal, yr any pert thereof; iiuriug:`the Aifiicdalrle Term shall contain a qom fete 1. P disclasure:,of the mStnctions and eon#rols established by this Proffer: At bast tkirty (3Elj days prior to the conveyance: of any interest (other than.#'or 6e securing of a mortgage or deed oftrust�- in eny fox=feat "tf rdable Burin the Aff ` d bl 'i' tn" th t h 11 f A,b. `... N a. o u g or a: a erm; a en-cutren: a xner s a nou y. e � ernarle .County thief of Housing oa nss su cessox in writing of thp,canveyance end ptovidefilae naive, Adds'ess aucl • tetepllone., number of the pc twntial :grantee, and state, the requirements m -tkiis Prciffer have been satis#ied: C`�i j � � D. Re ortinn'rental,rates.:Durin the Aff I able Tti rill, vrithin thir , 3R da �x:srftertlie coninaengeAnpnt of p to #3 (. } . lcase term for for �— i.6.�1 the eaeli -rent affordable unit, the Owner shall provide to the Albemarle Cosaanty Housing office or:its �ucces�or a,copy of the lease agreetrtent for eaoh such unit rented that shows the for sueln;uus:azxd the ter the lease., lit:additigrt, dursrtg tLt Affordabie,Tertn, Owner` € !L, _ rental rate A of the sliallprovide to t�ilbe:narle C:ourty, if requested, ariy`xeports, copies aflease-agi•eem"ants, orother data N pertaining to rentu]l rates as'Albe iai le County may reasonably requ i e. F: Inspection of records Th6,.QounTy`shMI haue the right,'Upon reasonable notice and wbjot to,all N applicable; privacy law.st to periodically 1lnsnact the; records of the Owner of any'suceessors: in interest tor. the purposes of assuring conTlianae with this: proffer; C�1 Units counted once No for=rent affordable anti may coirrited more than once f0wards the nunabe"r'of dvrellirg this Proffer. foT-rent affordable units required by in lieu WN G. Cash f of pr;vtdo•retfor¢�1uts. ovitl sa.dtheoeotns,.hCqu1 to. .recez`ue a cash j;wtrlbutivn in the atnount.of niiiet=n thousand one htmdre l dollars (19,1OQ)tper for Owner decision •� rent affordable unit. and notify the ml wri6g ofits within thirty (30):`da.ys of the outOnto TABLE issuance of the ouildt tg pernttt nor suah resid�n tal santt. The 0lvrter shall make a cash contr 't 1-®1 the. Cautity st tlAe appiapriate ariousAt prior q or 210ht time ofi�uarice OFF w.f.ificate of occu ,gi: �yb, (�°� L9 W 0 MEOW Aw ® � Aw � H W O 06 N N ° O. 7 0- 0 CfN Ul- LU ° 0 w r V J N I� C ° o a 0 CL 0 3 C ALBEMARLE COUNTY COMMUNITY DEVELOPMENT under, a legallyhin. ding lasso. tat• nonresidential Lisa by a federal agcraey, as demonstrated to the satisfaetion:af 0 ENGINEERING REVIEW COMPLIANCE CERTIFICATION the Cou ityAttoriya Arodofthe lsgallybinding lease shall: tae'subrrtt`tted at the tine of submittal of ikte 1?ulaingpe tapplesariU . IftheFlu� l e�d;s.P,e ap -shall be develnpedtto allow -not more iltan:o office buildings and:one apartment buiidxng t}i2t shalllie v J I CERTIFY THAT THESE FINAL PLANS MEET THE OF developed sinly1f ingenera. `aceora . ith plaits whlcli substaritta11 comply With the principles of the, . w i�1 -REQUIREMENTS THE ALBEMARLE COUNTY ZONING ORDINANCE, THE WATER Nei borip.d'Mcslelsetfi0i�thiollleAlbeiraileCoin, Com ietlensive'Plariasdet ii>lnedl theIlixeatarof' p y L T)evetopment that do increase footage:'of PROTECTION ORDINANCE, THE SUBDIVISION ORDINANCE, AND THE ariununtty and hat 4 the square nonresidential ttses;:nr the,numt &r of residentialun:tsas ehownor heApplicatior Plan: w Z E DESIGN STANDARDS MANUAL, AND ARE PREPARED .IN ACCORDANCE w WITH THE 'ENGINEERING EXPEDITED REVIEW FINAL PLANS CHECKLIST. 1, Azin:ualadiustmentof cash proffers z z SIGNATURE ------------------------DATE--____------ t l Be$inninf; .Fanualry''t, 24C!2;:.th� a#naurit of each cacti s oriiribution regdfrrpd hereon slsali be adi istecl ai nuallyun0 � Z field tct reflect any incrca9e_ or tleerea�e for tri>a,prcoeding catendar:ycar. in the,Mirsl ,all; and Swift 8 ii1 ing.C'osb index (`SI") lei no event, chef+ any cash eontributisan amount be.adjusted.to a sutra tian;the amount W X w :less . initially by these Tit aitit,4 Ery ® z established ptbTeis acljustrnezit sttaltlie wade ruultiplyang tkte prsaffered cash for the by fraction, the nitmexator be the � 0 cgjjUib.tqu an Dori[ preced�n&.:year a of `!lush shall. ;MS1 as.of o W beodinber m .he year preceding the .calendar year. roost recently ended, anti the denominator of which shalt be00 SIGNATURE PANEL: tYie Iv1 SI as :of Dece giber l in the psi s e<ltnt e4—dar:ytar. , or each, cacti wr (ibutlori that is beuag paid,itx: (.,,,� ingemeaits; the ii t iara uic?:eniental pavitien s shall Ue gar espondingly ad;ustea eaclA;yg4r,: o DEPARTMENT OF COMMUNITY DEVELOPMENT H n 6 f!F? dis gl agency" idaftned r � - PLANNING/'ZONING �`' ' -o Fat•thepurposesoftheseptoffei theterm:"federalagency"meansanyuriltofthefederalgoxernmcn Vt X J -------------- inpluding, but not limited.co any ooard, tom iusstoi ;; bureat-department;:agency, authority, "administration; f — y ENGINEERING-_ `� -�= � ` f� . (l �' office, or aeiv►�e.. bJ H UJ BUILDING OFFICIAL------ ----- - --------- - z--�-3��� ------ p W E (� 8�rnatiare of Qvtrt+»r off. t=1) ARCHITECTURAL U EW CARD__________ ___________________________ FIRE OFFICiIAL- 07 .Ok.. 4 Neat ooemtiort'LLG SCALE o ------------------------------ p------ ALBEMARLE CO TY SERVICE AUTHORITY____ AS NOTED VIRGINIA DEPARTMENT OF TRANSPORTATION-------_ � �_--------------- _ >3y��.y ,: o SHEET NO. Weadetl Ohl' Wood, QPeratmg. Manager: ° COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR T-1 N DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. S N 3 9�*6 5 E-1-1 5 1- EL - Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Pro�4ded (feet) 1 24 9.1 22.2 20 3 18 4.5 12.5 20 4A 18 5.6 14.7 20 5 18 13.1 29.7 30 7 18 6.9 17.3 20 9 18 7.6 18.7 20 17 18 6.0 15.5 20 19 18 6.7 16.9 20 21 15 6,6 16.3 20 22B 15 6.0 15.3 20 23 15 5.0 13.3 20 25 15 6.4 16.1 20 27 15 6.3 15.9 20 29 15 4.9 13.1 20 31 15 6.2 15.7 20 33 15 4.9 13.1 20 35 24 5.4 14.8 20 37 24 4.9 13.8 20 39 24 4.9 13.8 20 Pipe NoJ Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Widt Pro\Aded et 41 24 7.0 18.0 20 43 18 5.9 15.3 20 45 18 6.8 17.1 20 47 18 5.8 15.1 20 49 15 8.4 20.1 20 51 16 15.2 33.7 34 53 15 7.7 18.7 20 55 15 6.5 16.3 20 57 18 6.4 16.3 20 59 15 5.1 20 61 15 5.5 14.3 20 62A 15 4.4 12.1 20 63 15 8.0 19.3 20 65 15 8.1 19.5 20 67 15 9.2 21.7 22 69 15 7.2 17.7 20 71 15 1 6.3 15.9 20 73 15 7.9 19.1 20 1 75 15 1 7.6 18, 20 z z 0 SC T OLLINS�?, (D U No. 35791 co ]VAL MOMMNWAW IRENE= 77777z MH-11 TE aO-WA/TM ME A N/a-VAOUT 1 6i . . . . . .... -�LUG U AND I IR LU� - E 'HYDRAI I-E Q DI.- :.77777 L9 LU 'b 1-2 1yx �A 77. y v 0 )ROPOSED 3 v 4 ATER M t, FU'IUR� APA TME �S ETEk 17 IND VAULT =474.00 161.00 1.0 6 7, FIRE BW=461.07 INE L TW=474.25 .. ........... Uj B. F. P. LOCATED ��Zlf=47b.l 7 461.67 BW=461.67 .77 F- I N -SI D E---\, TW= 47R. 77.: �=462,00 T.77 10" ADS PIP PROPOSED RETAINING WALL C. 0. 0 WITH HANDRAIL. SEE BUILDING PLANS FOR WALL DESIGN AND 9 E/P=460.69 ALL #2 4 0 II4 DETAILS C. W ;END S I MPRAP IOUJSF L C 1 2, D= 2' I30 P=460.5,0 M'�l A R�, A 0 L or �'T�RAL i 1 C E/P=4 J/ LLJ C - , - - 'A L 2 7 '77 7' pr. DI Uj r- ..O F r T I c MM SEP a ACV' "I. Lffi�== own 7 amr/ 77 04 0 I FALL #1 U I L=Q 2B -:L.A�� I RIPRA% L=/-O, vv=12, D=2 2 - - - - - - - - - - - - c E M 8 466 -2-0 T A _6\VE I 20' SANI �RY 113 VEGS --$EWER E BUFFE� (TYP.) 394/4860-57 =11111� MM*w Y- z 'Y LLJ 115 - V) E L E-V. = z 7 O' R NA Uj 0 0 M W,4 TP- r) STbR S3 -2-3)) E 058.91 f M LLJ MR-7 LU LU LU E 3 9 2 0 U0 BEN CHMA, �ff 44,860.5 1 --:�U-RVE E 115 78 SCALE 0 Q) 1 =30 0 '899,3.9949 ELE --483-67 3 30 60 FEET c LE: 1 =30' SHEET NO. S-2JOL LLY .77 ; 7 7 - : it Aqi 77 L 6 v- \ - \ OTE '63 $TRE T) TREES PROP SE\D LO�1G OULDERS ROA ALL \ \ \ 1 \ ----STREETI RE S SH LL �BE�FR XINUS A ERICA NA WHIT ASH) \ AL► ER= / ". SEE S , EET L -21FO D�TAILO. ` 1 V, / \ \ \ 10 SDR 35 � 396.08'; S=8.467/ // \ REMOVE PLUG AND u 1\ , \ / , I I TIE-IN TO EXISTING I ` 1 �- _ �� \ I �\ \' MV.�455 8�12" WATERLINE \A_� , \\\ RIGHT TURN\LANE CLASS 52 D.I. �� \ W�► � II \ �` \ NOT END POULDERS `ROAD \ WATERLINE i �� )� % I / l - _ - \ 5 / �-' / / AT ST TION 29+00 50 S EXISTING FIRE HYDRA - I AIR _RELEASETP44`- VALVEINV. 443.20-_ �INV. 443.00 _ - ,� 10" SDR 35- / - ~�L=159.35 = .- ` ,, �\ \ � � � \ �� \ \ � _..- � �.,✓//� � S 7.72% 101' SDR 35-- / \ \ \ -_ _ \ L 8.64 S-5.51% D 13 BE e 430 420 410 405 J J ww w� NOTE: SANITARY SEWER MANHOLES AND PIPE APPEAR HIGHER THAN EXISTING GRADE. THIS PROFILE SHOWS EXISTING GRADE AT WATERLINE ALIGNMENT. SEE SHEET DP-4 FOR SANITARY SEWER COVER WITH EXISTING GRADE OVER THAT. ALIGNMENT. EXISTING GRADE ALONG SEWER ALIGNMENT 0 STING 12" WA / / EXISTING / GRADE AT W/L / / / / S MIN 12" CL. 52 D.I. W/L I _� REMOVE 12" PLUG AND TIE-IN TO EXISTING WATERLINE / / / / /20 SANITARY SEWER EASEMENT \ -----�-- 6QOLQER RGAD1\ \ \ -' N�um�be�r Radium Lbngth -ina�Cho�d-Direction A VaTUe �572. 9 147.23 -Sa83'- 28' -54.72E- � C 565.00­ 401.48- -N32' 19'_L3.41 "E L1\ \_ 660 65 N`52' 40'-- 37 231i� 1 TH O SC TT R. COLLINS'Z U No. 35791 1�111'��slONAL 8" SDR 35 ' �\ q� I I zMENEM L=225.55'; S=Q,55% 4 BOULDERS ROAD N N W HORIZONTAL ALIGNMENT W LL INFORMATION 0 w � H v 8..PVI ELEV: 473.00 � ¢ PVI ELEV: 46PVI STA:13+60.00> VI STA:12+000 Horizontal Alignment Station and Curve Report. F W A.D.: -2.31 %% A.D.'-1.48%% Alignment: BOULDER ROAD X :2 i® Desc: O K: 69.39 K:107.80 Desc. Station Spiral/Curve Data Northing EastingVC LENGTH:160.00' VC LENGTH:160.00' ------------------ --- ------ ---------- ------------------- HP STA:12+80.00 HP STA:14+40.00 w �✓ ------------------------------------------------------------------------------- HP ELEV:470.50 HP ELEV:474.31 P1 9+50 3945081.9210 11507386.4087 Length: 74.0238 Course: N 89-09-23.62 E O (D O O OO }•�� 0 Apr ------------------------------------------------------------------------------- 490 N o 00 o - AW PI 10+24.02 3945083.0107 11507460.4245 Length: 658.2424 Course: S 76-07-13.05 E _v- > U N U t W --------- Delta:-- 14-43-23.34. U > (n > (jj > F"...� Circular Curve Data > PC 9+50 3945081.9210 11507386.4087 CC 3944509,0231 11507394.8428 W o PT 10+97.23 3945065.2536 11507532.2869 ° Delta: 14-43-23.34 Type: RIGHT W a Radius: 572.9600 DOC: 09-59-59.86 Length: 147.2321 Tangent: 74.0238 Mid -Ord: 4.7227 External: 4.7620 Chord: 146.8273 Course: S 83-28-54.72 E r � Es: 4.7620 = 175 TRANSITION SUP R ELEVATIO V l ------------------------------------------------------------------------------- 480 I- N C� E = 4% LEFT PI 16+81.45 3944925.1087 11508099.4472 W (\ � EXISTING GRADE AT c�1 w [�] Length: 793.8546 Course: N 11-57-43.78 E _j 0 Delta:91_ 54 _58_-17+ SOUTHERN R/W� + w V / W --------- ----N ----------------------------------------------------- LL' I I N AIL Circular Curve Data PC 10+97.23 3945066.2536 11507532.2869 `� �� EXISTING GRADE AT `L ° CC 3945613.7664 11507667.8215 12-f- w PT 20+03.63 3945496.6379 11508220.5495 I `I NORTHERN R/W N C0 d Delta: 91-54-58.17 Type: LEFT W EXISTING ° Radius: 565,0000 DOC: 10-08-27.05 o Length: 906.3954 Tangent: 584.2186 GRADE _ 3 Mid -Ord. 172.2208 External: 247.7339 W - Chord: 812.2794 Course: N 57-55-17.37 E -- Es: 247.7339 ------------------------------------------------------ 470 ------------------------- J � '� 3' MIN ° cL PI 22+13.26 3945701.7206 11508264.0048 U �/` C VER Length: 730.3958 Course: N 52-40-37.23 E (0 --------- --- Delta: -40_ 42_48_45--------------- Q 0 / F-+� T_I ° Circular Curve Data 7 �' PC 20+03.63 3945496.6379 11508220.5495 E CC 3945379.5194 11508773.2775 /'1- / I' 12"X6" TEE W PT 24+05.11 3945828,8245 11508430.7138z Delta: 40-42-48.45 Type: RIGHT / / F.H.- 1-- ~� Radius: 565.0000 DOC: 10-08-27.05 i WW Length: 401.4799 Tangent: 209.6360 i T �, 0 Mid -Ord: 35.2871 External: 37.6378 / = W ` ' w Chord: 393.0864 Course: N 32-19-13.01 E , / 'X` Es: 37,6378 / Q Z z ------------------------------------------------------------------------------- 460 �' W © W o PI 47+65.43 3947254.45 11510300.56 i PROPOSED GRADE 00 Length: 1457.343 Course: N 88-50-48.02 W Delta: 141-31-29.00 / z 2 ---------------------------------------------------------------------- _ a Tangent Data 24+05.11 3945828.8245 11508430.7138 / 12" CL. 52 D.I. WA 30+65.76 3946229.3810 11508956.0819 x Length: 660.65 Course: N 52-40-37.23 E W UJI E 450 (n o SCALE W w � 0 'W " V)U co (D SHEET NO. W LO+- dco' dcU- dam- c� a 9+00 9+50 10+00 10+50 11 +00 11 +50 12+00 1,2+50 13+00 13+50 14+00 14+50 �'�0" �� R-1 r o. o . - " ­-x o I _ �\ O . O O O O.O \ \ 'rr�-,- \ / / / / / % / --\ \ \\ `\ \\� �, , \\�\\\ \ \ \ � ) \\ \ \ \ \ \ � - -- - -- _ _ - \ `1 \ \ � ( \� \ \ -_ \ \ \ \ ` / r _- \ \ ~ ` _ .____ r / x 0� 1 i . \ill 1((l l///� ti�-,�`---_ j\ \� \ ) \ �(�, // / \ \ / %^ \\\ \ (( ` ` �\' / / / � ( .--- - \ �\� \ \\\� _�\,, - \� \ - \ \ \ \�` \ \ _ ` \ / SC TT N. ZftLLINSZ /� \ \\, \\, \ '/j��-, -��� -��<- ::�� N I -,, -/ \ Y/,�- \ __ ` I / / - \ \ \ \ \ `� ✓- ` \ \ \ \ \ \ \ \ \ �\ o No. 35791 // )/ I I / ( / /-, -�/// I -,,, -, - ,- -- --- \ -- � � � - � ,.' ---, `-,`-', -,--,' -----::- \\ \ \ 0 � ( �- , / / /- -- -- -- , " t ,---" � \ // -- -, ,----,- ---'- ) / ) � � ,-----, I ,-, " I--,' --"/ ---_ --- ­,----, /"-,-- ,- -- , --- �- ,-- - . ,",� \ \ � \ \\ \ ------_ , . -) � ) � / \\ \\-- '\ // , X/x �/ , � I � � / - -- -- -1 " 1, ----- --, --- ---- --- --- ----- , I \ \ \ \ 1-1 '--, --_ ---__ \ , 11 - ----- ) / I � � \ \ /j /� /�/ /, /, // , ( ) � I / , --- \ \ \ \ \\ , �/// �// /\ \ // r -- _ /'/ I ` \� �/ /�// / / , _�. - _---_-.._� _ _..� ( / / / / / / / '\ �- � - \ "\ \ \ \ --. ��` _,� \\� / �� \� \ \ `\\� J- l .. 2- --.-,- '\-, " � , \ \ \ \ � --,\ \ -1 \ \ ( / / - --- I , ----- - - ��, -�� -, -� ) \ \ I -- / . ) I \ \ ' ////I / // % -- -r / 1 J / / / / \\ \ \ \\ -- -_ ----- \ `- - j / �- - - \ � *:' - 1.30 ac \ \ ` -� \ \ \ \ \ \ / ^- - - -� / \ \ �_ { I l ( / - _-� I % / / \� - \,\ \ \'\ --- \ ,-' - \ \\ \` C w_ -0, 9 Q _ \ �\ \ \ \ \ \ \ \ \ \ - --- _ \ / - _ - / \ 1 . \ I I I / ---- / -- -,-, ----- I I , - ) / X -- -- �-- -- - / -- �---� min _ \ ` \ \ \ \ \ \ \ / '\ \- -- - - -- - - ` - \ \ / I--,' -----_ - - \ / C,) __ _� -� `\ / \ 1 / _ --_ - ✓/ / - . -- - / / ) ) -- --- \ , ' 1' -- . -� _ � \ __--- -- --� - �\ \\ - `^ I ' \-,, \ \._` _ � \ \ \ --� ) / \ /, � '\ !' . i--- _ -- / ' / // / / -- ^` - , -i . / i %' /, -- _ --, `_ _. --- -' � / \ \\\` `'•� ~ � // / / \ \ 1-`/ / -I \ / / -- -- / I ` - _ _ \ ---- -- ./ _ _ `\\ \\\ - i � // / / / -1, ' ,\ \\\ , --( � � \ // / / -\ / / ----, ,I--- "",---, / 'I/ / ----, -� ' / - "_l / --/ / / ---- � / / / 1 � / / C , F�, v� ` I", '`' -�- _ / / �� \ ) // / / /- \ /- / /� ! / / ,,/ ; i -- - ---� / / . 1 ( � - �� STR-54 _ \\ -- , l / I / / / \ % / / "I,//, ,z /---- / / , I--,' � / / \ ``\ / `-- D.A. = 0.40 cc. ® /G / ,� \ °° �s -_ (- / / / \ \ z -- -- -- - -- - / / // - / \ \ \ / /- -- _ _ - \ \ _ -� - , / / ) I / I f l / / \ 0 / / / j /I / \ \ Tc= 5 -m-n._ 6: / / -- \ - _ i --_ E / / l / / \ \ \ \\ ,-� ♦ / STR. 76 �, \ / ' / / � - \ \ \ f ( / � / / �\ \ \ � \ ® ' ` _-_ D. A: __�0. 43 a e. \ _ _ / I / // / t ., u -- --\\ \ \ 1 / / %- / \ \ \ \ / ♦♦ , \ ♦ / / \Cw= 0.90 \, STR. 72� / /-- / / ' �/� w /'-` \ \ I f / / / ( / \ \ \ - ♦ /' / T - 5 min. _ = 0.6\a c 1 - ` % / ' - V 1 o cn -- ___- -\ \ \ ` I � / / / \-_ \ - „" "', �/ 51 Cw= 0 90 1 ) _ Oz z z t \ \ \ �\ C l I / _\ \\ \ \ STR. 70 , / o, I a „ a Tc= 5 min: f ' \ \ \ r--_-._ a \\ \ / \ D.A. = 0.38 cc. ♦ / 1 " "' �- H a- \ \ \�� \ \I />> z \ \ \ 1 \ \ \ \ � \ \ \ _ -- - - ` \\ \ ,\ \ \ ', Cw= 0.65 ®0 / �� - ----",`�- .... \ \ ` \ \ I � ,--- �\ \ \ Tc= 8 min. � 1 <r>;,� "® ♦ ` \ oC -_\ \ \ l \ \ _ \ \ \ \ / \ _ 0 % % STR. 4 Cd -<� 6 =, \ 1 \ \ \ \ \ \ \ \ \ \ `,\ \ \ \ \ / / 1 --- D.A. 1. 47 z a --- ' ` \ \ \ \ \ \ \ \ \­­ I � � � \,\ \ \ � � \ � \ \ \ \ \ \\\\ , / / I i / /! STR. 50 \ ® Tc= 13 min. % / 1 6 z O � �y 2 1 ---- ---- '-) � \ \ \ \ \ \�\ \ \ \ \ \ - ' \ \ \ \ - \ \ \ �' / \/ / / -` � �� / D.A. = 0.37 cc. , ® 1 I Ce U o ` I \ \ , \ \ \ \ / - �\ \ \ \ \ \� STR. 34 1 / \\� �. �- / Cw_ 0.90 / / / I I I- o w \ \ \ I \ \ \ •\ \ \ '�\ - __--- - \ \\ \ \ \ -, D.A. - 0.35 qC. - // I / 5t Tc-.5-min: e ( I z o a \' ' \ \ \ \ \ \ \ \ -- - - - \ \ \ \ \ \ C , 0.75\ ! / / ' % ' x / ' '1 , / / / / /' I ' O z w � \ )' \ \ \ \ \ \ \ \ - _ // -- -- \ \\\ \ Tc= 6 min. - / - - - I / w � / � � \ \ � \' � �� \ �. \ \� � ,- � / _ / � \ �\- \ \ \ / %� ''-� � ' \ � � ST 48 1 I ♦ S I 42 � / ( � I \ o Q d \ \ \ - \ \ / _ = l I a // \ \\ \ \ - \ '\ \ ,-- / \ \,\\ I i % / D.A, 0.51 ac. I--,,, `/ D. 1 14 loc. 1 , > / ' / \ \ \ \, �\ '� --- --- f\ \ \ ` \ \ ST\R• 6 \ - / - Cw � 0.75 I % Cw o.6u / 1 O < W 1 \ �\ I j ��\ \ \ \ \ \� \ \ \ \ \ \ \ \ �. / / - � `--- -- \ \ 1 � �4. - 0.26 ac ` I\ 7 / ' \ �o ' Tc\ 8 min. , Tc= 2 mini I l I \ \ a 13- z > // \ \ \ ----� \ \ \ \ \ \ \ \ \ _ _- ''' \` \ \ �Ic=`,v min. - � _ � \ � \ \ , ' \ \ ' I ( i \ \ -- ` \ \ \\ --' \ \. \ / _ \ \ -\, ) \\ \ \ \ \ \\ `c- 1 STR• 56 ,) f �1 � I \ - \ \ 1-1 D� o.o ac. ♦ � � \ \ \ \t\ \ - \ \ / /-- \ 1 \ \\ STR. 74 \ / -§- \ _ 0 -� 1 cw- 0.90 1. �� \ __I J1� , 1 \ \ \ \ ---'"� \ \ I \ -- \ \\` \ \\ --� •, / �� -- \ \ ) ) D.A. = 0.48 60 69 - \� ♦ \ \ \ S - '� Tc= min. 1�- / \. ,- 1 *$ \ -----II \ w a o C) \ \ ) o Q N \ \ - ,,,�, -- -� \ \ �\ \ \ \ \ \� �- / !/ / \ �/ / / i / r - -� - 7 \ :` ry- - \ -1, � \ // - I , \ 4f -",� r� \ \ N n \ \\- - \ / - --,'---' ""--, ,,--,, \ --- --_ .­---�� " ", '--,-- Z ,- - ---- 14 ` _ } / k _/ \ -�--,- , \\ \\- -�` \ \ - \\\1 I '` _\ �� \� �. - -- ''' \''' '� \ ` / / / /' / / l � 11° \ \\ ♦ r '' \ \ � / \ / \ I i STR 44 \ "' I - / /\ \ \ I _ \ \ �\ \\ \ / / / I - \ \ \ \ 1 D• - 0�26 a \� \\ \ \ \ \ _ _ -� \\\ `_ �O 0/ / 60 � 1 �0 BEET / / / / / / / /e . _ - ( \\ \\ \ �_-._= 0.70 \ \�� \ `-- � --.'-- - - _ - -� , /`' / / / ( -�� 66 \ / \ Tc= 5 min. -, --- --- -- I / / \ \-� \ ~\ \ \� \ `'�-. ``- - -� ``-\- �'- - -``'_- \ \\�.� \ _`l' I ' I l ' I / \ ! \ 4�� / / a �a - - `11 \\ .' _ t , / ems{ --� \\ �`\ \ \ \ \ -� `�^ _ -.-_ - - `� �_.. '- \ �\ \\ \._ ~-- - `� 1 I I ! \ j 'cam- \ -, ---_� \\ \ / i/ �j i \\ / - \ \ \ �,- `\--_ _ -_ \ � -� \ -- ' I ( I / / TR. 30 h \ - / � , :I / I \ ! / i \ ( I I D A 0.32 STR 32 \ �` !� f74 / r 1 / / _---_ \ \\ \ -.\ \ \ `\ I \ D.A.- 0.27 c. \ \ - _ �\ \ ! � ! 4 N ! / / - \ - / To= 10 min. �ti - \ �� \\ � - G � - \' \ I � J l � � I 3 Cw= 0.80 i` _ j\ %' - � / / m 2: \\\ - - >/ /-/� j' r �� -' -� S R. 28 I Sc= 5 min-, - `� / -\ I r / s _ __. _.._.._ _.. _. _ .. _ -- _ ____ -_ __ _ _ -_ ---- -- .. \\-- ___-- __ -- Ix "�T - - '` -�, - - .L --�_j / /�� ' / '�/` - --" / r l / Tc 5 miri. /� _ '� D.A�-0.49 ac` / - f \ '� - f4II/ / / 4 / / i -- i mow- 90 - \ y \ ! �/ M . ­ -- - I- I-,' ,---�-- -- - - - - , -��-- --- / / // Ic= 0 M10. - #- - I \ I 'Z IRI- --- 1-11 z - --- `` ( / - -_ - - ---- , /� _ /A ) / - \ TR.. �k / .. // / --- / / < - �`- -�� �._ - - - ( ` / / -_ - -�_ i / , / ®♦ , / ,I _� / - 2 // '\ \ \ �� r D.A_ - 3 ac. / /CNA __ ( 1.\� / I I I I ' / - --' / ' / �® / , -- r 1� , x\ 58 `� ®� V , -Tc= r}�in. % / I ® STR 26 5TR 4 \ ♦ /' / / _-\ \ CN \\\- I - _ % I I f i' j - / 1 D.A. = 0,19 ac. I f -�>. i I / _'\ \. \�� \.� _� - --- / I \ \ \ / / / ® i \ ,; Tc- 5 min. / T ,gym%� r \ D. = 1.10 ac/ / / � \ \' \ - _ :5 All _ \ ,\ \ v / � \ \ \ \ \ ( / ASTR.r2'4 �® / \ ♦ / , / 'r °� �r 1, -`ram 1r; ;-, / 1 - �, Cw= 65/ / / ' \ \ \ \ - / \ \ \ \ D.A. /= 0.9.8 cc. �- I / / f ; ♦ / / \ _--- �W ,� 0. _.\ �- \ \ \ / ®`-' -,' -1 // '. � � I � / ® v �--' / \ ` x � c= 12 m ink , \ \ ,\ i \- \ ., \ \ � \Tc= �10 m i 1 1 28 2 ///, / 11/ STR: - I 0 6 \ r\ -- / ��- \\ \, `� 1 // .� \ \ \ \ \ \ J l ® STR. 22 - %�/' (/� = 0.2 cc. 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'� , // / �/// //, // / // \ / �/ / 3 \,-, -_ �K /V��// �� ,_� \ I--- \,\ -�:�'<�-� ____�->-__-, I ) I -_-_ I/ 11-11 _--_� / 'i � Z,,,.- ---\ � - - ���/ / / / / ,-� / %0 �: '' - , 1.11 � � ( /// , - (/ / / �//� 1 / / / / / �//� / fir--. // -- //�/ l / / / — i//// / (/ ///r/% r" t/ /, /// �-��/ �' // '// -- \ Table 14: Detention Com liance table / / //// // / ���// �/ / / - I \ f // / / / / // JI \ /'— / C / / / �%-/ p / /I/ / / / / -- / / / I \\\\ / //L %�/ / / /� �/ /� DETENTION COMPLIANCE /// l / /� // /� \ /l // / J r� ��\\ / / /--- / / NOTE. WATER QUANTITY I A % // �' / 1 (l `�/ / / �/ \� /0// / //�- / / / /�- / / / / _i / / / \ / / / project area (acres) 17.80 (roughly equal to limits of disturbance) / F P / // / / / / / / -\ / / `// / / / / //�/ . THE EXISTING POND ONE RY, / / / / \///// - / / ,/// / / / // / / // / / / /// \ area detained(acres) 16. 9 ° ° / WHICH IS BEING UPGRA� �) TH� J�t�l F/�f 0/1 C' / /, /// //// \ ( / / / / / / %� / _ \\� / // r - / 1(-"/( // / / X percent capture 93 /o (should be between 80 /° and 120 /o) / / ' ` / %/ / / / / / // // \ / I i// Ill ��l/ / /// // / \ I r � (// / // \ / Q4 I/ 2 9 V—� I /� 11/� (/ / / l //// /r -,/ � � ► -- / / \\\ \ \ � / 8// / // /// / \ \ 4/ E Y E @ \\ \ \1�I I /i/ / // / / , \ \ ' �4)1 / / / / / Il'. (l ��/yx /vel/,�� / �I r //) /\ III//// / I o -.sm 8 \/// /�/ // J I\\\\\\\ l I �// / /// / / a 0) � iv \\ \\ \\\ I I) I �// / / / // / /// / ,l 11 (11 /� / ( < \ \ // l l / / / �o Q ,a o ¢ N \\ \ / l/ // l/// \ \/ llir // Il// l l I>> � i ` , \ \\\ \ \ \ I��I 1 I I // I I / / / /( ( / \ 1 a a a o remarks \\ \ \ r��I I I I I // I) / / / / / ) / / 1 / / I I f \ \ \ \ \ � � - I // / / / I I ! _ / /// Detained Areas \ \\\ \ � 1 / �/ / / / ' I I I --� \ � � / / ( � ( / ( � � \ \\\\ \ \� \ �-- \\ \ \ \\ \ ` i I I/ / \ \ I / / I \ I I \ \ \\\ \\ `-' I I I I / 1 I / / I ' \ l / l ` - 56.10 73.50 2 Year- Existing Pond on JUIWF property to handle detention \ \ \\� \\ '", 1 I I / f l I / / / I \ % I ' I I I ` C t �> / \\ \�\ \ \ \\ > \ \ 1 ) / / / / ` - - 56.10 98.00 10 Year Existing Pond on JIUTAF property to handle detention \ ` I / f / // J' 1 \ \ `_ _\ \ �\ ) \\\ \ \ 11111 I(I I ( 1 I ) \ - - \\ \ \ IIII III)/ I \ I Il< <1 I 1 \�-,�`>>��\� \ \ \\ \ ( I / ' 1 56.10 162.31 100 Year- Existing Pond on ,JUAF property to handle detention \\\ " 1 ' ` I ( ) J \ l I > \ / }' \ )1 \ \ \ \ \ \\ �� � Un-detained Areas \ \ \ \ \ \\ I �' 1 1 / / f \\ \ \ \\ \ \\\\\ \ \� 1 �I (I 1 I I \ - - \\ \ \\� \ \__ \ _�� I �I (I I I ( r/ / I ` I // Il /l/l Il /ii ��� _, __.� s 55.51 37.30 2 Year- Existing Pond on JUTAF property to handle detention \ \ � / I // / //� \ \ \ \ \ \ \ \\\ \\\\\ \ , I I ! �/ 55.51 51.51 - 10 Year- Existng Pond on JtJWF prope ty to handle detention \ \ \ \ \ \\\ \\\ \ \ , ! / / / / / ) ) / 8 �'/// \\\ \ � \\\ \ \ // \ 1 1 \\ / %/ / // /�'� \ \ \ \ \ \ \ I �% / _ - - - i W e o hand e enti \ \ �� ` \ \\ \ \ \ / f // / / I / \ \ \ \ \ } \ \\\ \\\ \ 1 I 7/ // 55.51 91.04 100 Year Ex sung Pond on JU F prop rty t le d t on \\ \ \ \ \\ \ \ } \\\ \ \\ \ I I I /� �/ / /� / / / / \ \ \ \ % \\\\ \ \\\\ ��\ \ I I \ / / /,Table 12: Water Quality Compliance table \ \ \ \ \ �\ \\\ \\ \ \ I / / / r/ / / /\\ \ \\ \ \ 1 1 \ \ \ \\ \ / . \ \ \\ \ \ \ / // / / / / / / / /// // ��� / \\�\ / ���� />> \ \\\III / / ° °\\\ \\ \\ f.��,�, ) )> \\\ \ �\ I / / / /�/ / // / / / / / / / \\\\ \ \\\ \ % �j� �� >>� I ) ) I / / ,WATER QUALITY COMPLIANCE 22 /o of Site Is Captured &Treated at 50 /o \ \ \ \ \ // > ), / / / / / / / /� / �/ \ \\\ \\ \ \ \ / — -, ��/ )� I \ 78% of Site is Captured & Treated at 75% \ \\ \ \\ \ ��/��-J� I \ / / // \\ \ \ � //// /// /, I I / p __ \\\\ \\ _ � / // ice/// I \ \\ \ \\\\ = =-�'/ ///�_ �', � j / � / / , / / , project area 17.8 (should be roughly equal to limits of disturbance) \\ \\ \ \ \ \ � f ✓ ,_, /', ___�j / ) I I / // / ST® MWATER MANAGEMENT CALCULATIONS. Aj\ \J / / / area captured 17.80 \ _ / \ \\ \ \ ��� ��///��//// �/ / / r / /percent capture 100% (should be 90% or better) �� \\ \- — ��j//// //% / '�i �/ / / / //// / RE -DEVELOPMENT IMPERkOUSNESS. SUMMARY.' \\\ \ /-'/ //ter �� _�-_ ///ice l \ / ,� / / f factor 1.0 1.0 or 0.9 for sites in the develo ment areas where existin im ervious cover is reater than 20% �/ \ \ \ —� �� / / /�%�// / /�� / ( p 9 p 9 ) / 1 //i % / �/� / Vl` �\ \\ \ \ /r J �/� / � `_ / // % I )1 ` \ \ / _ - '- --;% ���j r /// / / ✓ / // ( PROJECT AREA 17. 8 ac. REMOVAL REQUIRED: 65% z i 1 '�/�''i-_— = i / / / / j ' / `1 f/ / / // / ✓ / l 111 ( RE -EXISTING % IMPERVIO S 20% - /� / /I / � / / / / / ,/�/'/ d ° j �i // / ' ^ —��� // / / / //// / REMOVAL PROVIDED: RETENTION BASIN 11 & BIOF/LTER PRE-TREATMENT J - / // /./// / o '_ '8 / ) ( r// / / / / // r /�/ I 'IMPERVIOUS AREA. 17 *0.20 = 3.56 ac. rj/ �� l ' / I � --- / / / / / / / /// � 9 V / /� / ' 1 // / / / / / /// J = 155, 074sf TREATMENT VIA B/OF/L TER, 384, 400sf am/ / ,- ''-/ // l // //� .so Cr ;_ Q. 0 ` / �J I / / l / // / // / ri- 1 / J / �/ / ( / /%/j rn � Ntil m o ro o ; - _� / / / ~— / / / l ( el / / / /i /� I) 25% OF 384,400sf =-96,100sf ( /I \ o o c E � E � / / ( / / OST DEVEL MENT IMPER 1/IOUSNESS' TREEATMENT V/A RETENT/ON BASIN 384 400 + 96400sf 480500sf 1 / / I 1 c o I � -- , . ,r--'� �- / }11\ ye�- � l // ///// — 2 � a o 0 o 0 �. �111 /// ( ///� �-- _- ° 1 J \ ( ( I / I � 1 - ) 50q v / /V�////, / � a oa. E � y type ,� � � � l (� _/ / J � � / I � / / /// / ///� � - -- # / 315,730sF (PARKING LOT &ROADS) 50% OF 480,500sf= 240,250sf 1 .A. lA: l \ > `\\\\ ( ) / / facility name ,n E facilit t e remarks 1 \/ ' \ / / /// ( ) TO'TAL AREA TREATED 96,100 s 240,250sf / / / // L ( l // / / / / ----/24,170sr SIDEWALKS ) 336,350sf } /16.49 0.20 0.72 65% 9,610 Retention Basin II (50%) 66% 9,647 1.Q See details on this sheet for \ / /��--- J, 4 50O (BUILDINGS 1 & 2l\\ \ ( ) ( / ` \ � ///, ` Retention Basin 1 and Bio-filter I (Pre water quality Compliance. \ \ / \ \ � // / / / £= 384,400SF �,`\ �� J / / / f // / Treatment) (25%) �� 1 1\�\\ \ ) / \ l �� /// /� - , 9,610sF (2.5% OF IMPERVIOUS AREA) TOTAL PRE -DEVELOPMENT 155,074sf \\\ \ I / ) / / / / } / ( ' ��\\ \ 1--� \ ( �') -� I / / ( / / / `�_�--- � / 9, 647sF (BIOFIL TER FLOOR AREA) TREATMENT ACHIEVED POST LOADING- TREATED < PRE LOADIN( �\ J I ( 1 � � ( I ! l ( ` \ ,- __�480,50Osf 336,350sf < 155,074sf I \I \\\\\ \ /� 1 \�/ 1 1 (/\1_ � / l / / ' � j \ \\\�\ \ \ J I � / / �) 1 ..- .A. #1B: 64,400sF (BOULDERS ROAD) 144,150sf < 155, 074sf \ \ \\ \ \ � I ( I / I /I \ \ * impervious area before development in designated growth areas can be'a minimum 20% � / I 1 l } ` 32. 00sF (FUTURE DEVELOPMENT) PERCENT TREATED 336,350sf/480,500sf x 100% \ \� I ( �/ / / / �// ) � \ ` t ** this is most often NOT the entire property, but the portion of the property within the subject drainage area, or the drainage area to the facility \ \\ \\�\ \ \ ) �I ( I I / I / / �/ / / / / / I `�\ \ \\ `� \ / / E= 96, 400sF �✓%7O% > 65% { 1 \ *** see Table 13 � / oP7! `� I SCOT . LLINS� ) No. 35791 ,'Ll 16 /L1z/v t �� 11 o���sIONAL ��0 z 0 a V V) W 0 Z z o $ a- Z z ce z 0 6 z�ce (nz =oo 0 55 Z o z w 0 z Q 0 o Wo � 7,WCL oc Q N T-q N r j ,--i '0�� 11 r I . H W Z94 W IIIIIIIIIIIIIIIIIIIIIIIIII �� J° J W w w O W w U0 0 00 0 z 0 z Q a x w z :5 12 F_ z w z w z Q z cl�� 0) O Q w3 0. T C 0 Q 0 d 3: " z° rV110° N 0 0 (JI 0 0) 0 3 1T 0 0 V Q a 2 0 �� a > t � V X X 'a) uJ _J I- Q) -v o W 2 O W 0 a _ to E 0 SCALE 0 a 1"=100' a 0 SHEET NO. 0 SWM-1 0 W H Z W z W V) Z O U O c N c 0 3 N 0 a 0 0 3 V c W 0 U 0 O 0 10 0 d a O 0 .I 0 C O 0 0 c 0 O 0 3 �41 V C N O N O L 3 REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PiT DETAIL NOTES:' 1, SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF TIME LANDSCAPE ARCHITECT, TREE PLANTING LQ.004 12 SECTION N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING, 4, IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION, LIMITS OF FENCE TO BE DETERMINED BY PROJECT ENGINEER SNOW FENCE BOARD FENCE CORRECT METHODS OF TREE FENCING CORD FENCE PLASTIC (FENCE TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING TREE PROTECTION AND PRESERVATION FENCING xu-W DETAIL N.T,S, IIP LINE ?IGINAL GRADE A-AINING WALL 4ISHI D GRADE SPECIMEN SHRUB (AS SPECIFIED ON��,. TRENCH EDGE AROUND DRAWINGS) _ � l ENTIRE AREA TO BE 6 TREE WELL Lo•oa MULCHED SECTION N.T.S. CTI O MIN. f 41i11 E, I ROOTBALL REFER TO ROOTBALI, PIT DETAIL SHRUB PLANTING L0407 12 SECTION N.T,S, NGIC Plant List Abb. Scientific Name Common Name Caliper Size Comments 10-YR CANOPY: Total interior Onsite Canopy Quantity Canopy Quantity Canopy CANOPY TREES AG Amalanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberr 8' min 130 6 780 6 780 BN Betula nigra'Heritage' Heritage River Birch 2 1/2" B&B multi- trunked 397 6 2,382 ;;7,4;20] FP Fraxinus enns Ivanica Green Ash 2 1/2 " 742 36 26,712 10 IN Ilex x'Nellie R Stevens' Nellie Stevens Holly 8' min Full to round 44 32 1,408 0 JV Juniperus virginiana Eastern Red Cedar 8' min Full to round 16 64 1,024 0 MV Magnolia vir iniana Sweetbay Magnolia 6' - 7' 113 12 1,356 4 452 PA Platanus x acerifolia'Blood ood' London Planetree 3.5" cal. 479 34 16,286 10 4,790 QP Quercus palustrus Pin Oak 3 1/2 " Strong central leader 471 13 6,123 12 5,652 QC Quercus Coccinea Scarlet Oak 2 V/2 Strong central leader 471 5 2,355 0 QR lQuercus Rubra Red oak 2 1/2" 1 541 11 5,951 11 5,951 UA Ulmus americana American Elm 3 1/2 " 35' on center 535 4 2,140 4 2,140 UNDERSTORY TREES NSY Nyssa Sylvatica Black Gum 2" 123 4 492 0 MG Magnolia grandiflora Southern Magnolia 4'-5' 82 30 2,460 0 CC Cercis Canadensis Redbud 6'-7' 124 14 1,736 10 1,240 SHRUBS HVI Hamamelis Vir iniana Witch Hazel 30" - 36" multi stem 23 3 69 0 VP Viburnum pragense Prague Viburnum 1 1/2'- 2 1/2' 44 43 1,892 0 MYPN Myrica Pensylvanica Northern Bayberry 1 1' - 2 1/2 18 13 234 0 VBDN Viburnum Dentatum Arrowwood Viburnum 3'-4' 31 6 186 0 - TOTAL -------------_ _--_----__-.-- __ _ --_ - -------- TREEAND SHRUB CANOPIES CALCULATED BASED ON TEN-YEAR TOTAL GROWTH_ _ _ _ _ _ __ _ _ _ _ - 73,586 !---28,425 TOTAL CANOPY CALCULATION _ _ TOTAL SITE AREA - TREE CANOPY REQUIRED(10%) _ PROPOSED PLANTING CANOPY -- PARKING LOT CANOPY CALCULATION -- TOTAL PAVED AREA REQUIRED(§%� PROPOSEDCANOPY _ _ _ v �^ - 1 74 6 _. _ _ 1.48 _ _ 1.69 _ _ _ _ - 6.0 0.30 0.65 _ _i AC. " AC. - AC. _ _ A . ^�265,280 ACu AC. ;642,946 -, -- _ -- 64,295 - 73,586 _ ,264 28 425 S.F. - S.F. S.F. __ __ S.F. - S.F: S.F. PARKING C_ALCULATION - _ _ -_^ _ . __________- STREET TREES , _ 67 _ I PARKING SPACES _-_ _- .�- _--- -.-_- PARKING LOT TREES REQUIRED _ PROPOSED _ ___ (STREET TREES REQUIRED (PROPOSE_D -j _ - 783 l _-___�-I 78_� 101 - _13CANOPY 13 _---_------'- ' F --__--_. _ INTERIOR GUYING DETAIL CONSISTS GUYS,SET 120° AROUND 4T PIT ON "UPHILL" SIDE ER TO TREE KING DETAIL 1PACT EXCAVATED SOIL FORM ROOTRAIA. PIT DOWNHILL SIDE OF TREE NCH EDGE. AROUND IRE AREA TO BE CHED ER TO ROOTBALL PIT AIL NOTES,. 1, SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE- REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT 2 TREE PLANTING ON SLOPE LD.p06 12 SECTION N.T.S. BACKFILL TO TERMINATE --- AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEM TAPER TO PROPOSED FINISHED GRADE it ,x CUT AWAY ALL WIRE BASKETS AND/OR NON -BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASF OF PLANT PIT WHEN EXCAVATING' PT'I': BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) -f---- REFER TO TREE: ;TAKING DETAIL III VARIES BACKFILL WITH CULTIVATED, INAL SOIL* Rr EXCAVATION IF LOOSE, IF PIT( EM EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL \ MATERIAL. AMEND BACKFILL 0FR SP(_CI,•iCATIONS. COMPACT BACKFILL IN LIFTS BY FOOT, WATER THROUGHLY AT 1/2 DEPTH. \-_RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT' PLACEMENT NOTES. 1. NOTIFY LANDSCAPE ARCHITECT Of: ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS -IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, CAR INCURRED DURING, PLANTING PROCESS. ROOTBALL PIT Lo.o4, SECTION N.T.S. 1. MARKINGS: 13. ROUTE UTILITY TRENCHES OUTSIDE THE DRIP LINE OF TREES AS FAR AS POSSIBLE FROM ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT TREE TRUNKS, CLEARLY VISIBLE TO EQUIPMENT OPERATORS, NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BFEN INSPECTED AND APPROVED 14, IN ARIAS OF MULTIPLE TREES, WHERE TRENCHES MUST GO BETWEEN TREES, PREFERENCE BY A COUNTY INSPECTOR, SHOULD BE GIVEN '10 STAY AWAY FROM LARGER SPECIMEN TREES, 2, PRE -CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE 15, EQUIPMENT THAT IS THE LIGHTEST WEIGHT ANY) MAKES THE 'LEAST POSSIBLE IMPACT SHALL CONTRACTOR. ON SITE. BE USED TO DIG. TRENCHES AND INSTALL UT';LITIES. 3. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIAL 1C. RLIBBEIR T3RED, RATHER THAN TRACK EC�UiPPA;^NT, SHALL. BE USED WHENEVER POSSIBLE, INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 17. EXCAVATION MATERIALS ARE NOT TO BE PLACED AGAINST TREE TRUNKS AND SHALL BE 4. SOIL EROSION AND STORN)WATER DETENTION DEVICES; PLACED AS FAR AWAY FROM TRUNKS AS POSSIBLEE. SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 18. WHERE EXCAVATION MATERIALS- ARE TO BE PLACED, INDICATOR RIBBONS SHALL BE PLACED 5, FIRES; ON UNDISTURBED AREAS PRIOR TO .EXCAVATION, TO FACILITATE RESTORING THE A(-I'_A TO FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. THE ORIGINAL GRADE. 6. TOXIC MATERIALS: 19, AREAS WHERE EXCAVATION • MATERIAL HAVE BEEN PLACED SHALL BE RESTORED 'TO THE TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES ORIGINAL GRADE WITH TIME LEAST AMOUNT OF Dis'rugBANCE AS POSSIBLE, TO BE SAVED. 20, ANY DAMAGE DONE TO TREES WITHIN THE TREE PROTECTION ZONES SHALL BE IMMEDIATELY 7. PROTECTIVE FENCING: REPAIRED. TREES TO BE RETAINED WITHIN 40 FEET OF 'A PROPOSED BUILDING OR GRADING ACTIVITY SMALL BE PROTECTED BY FENCING. FENCING SHAD BE INSPECTED AND APPROVED BY A 9-1. ANY CLEARING WITHIN THE TREE PROTECTION ZONES SHALL BE DONE BY HAND. COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 22, WHEREGRADE DIFFERENCES OCCUR BETWEEN THE TREE PROTECTION AREA ANC THE f=INISHE=D 8, TREE WEI-LS: GRAIDE OF THE ADJACENT AREAS, RETAINING WALLS AND DRY 'WELLS SHALL. BE USF:.D TO WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TU BE SAVED, A TREE: WELL. SHALL BE PROVIDED: AND A CONSTRUCTION DETAIL SUBMITTED � � FOR r-C.TION ZONES.. PREVENT THE NEED. OR -GRAD!NG -IN TREE PROTLE FOR APPROVAL, 9, TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN TI•IE DRIPLINE OF A TREE TO BE NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON SAVED, A 'FREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DE"s'AIL SUBMITTED FOR FREE (CONSERVATION REQUIREMENTS, APPROVAL. 10. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE '!.,IMITS OF CLEARING, IT S~ (ALL ESE DONE AS FAI? AWAY FROM 'THE 'TRUNKS OF TREES AI POSSIBLE. TUNNELING UNDER A LARGE TREE. SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN It IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 1t. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP, 12. DAMAGED TREES: DAMAGED TREES SHALL 13E TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. SCREENING NOTES: 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED ADN PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURES AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED, 4. FARES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. 6, NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY' DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL THE SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL MEASURES REMOVED DURING THE FINAL CLEAIN-UP. GENERAL LANDSCAPE REQUIREMENTS: 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) WORK. 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANT, FOR REVIEW BY ARCHITECT PRIOR TO START OF PLANTING. 3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS SHOWN OR SCHEDULED, CONFORMING TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" FOR SHAPE AND QUALITY. 4. FURNISH BALLED AND BURLAPPED (B&B) SHRUBS, EXCEPT CONTAINER -GROWN PLANTS MAY BE FURNISHED IF INDICATED SIZE IS BELOW LIMIT ESTABLISHED IN ANSI Z60.1. 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS. 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL FINAL ACCEPTANCE. 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY OWNER, DAMAGE BY OTHERS, AND UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT OPTIMUM PLANTING TIME. 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS AVAILABLE FOR REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, NATURAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE. 9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICH ARE KNOWN TO IMPROVE PH. CONDITION OF SOIL FOR PARTICULAR PLANT MATERIAL TO BE PLANTED. MIX PEAT HUMUS (FS Q-P-166) WITH TOPSOIL IN THE RATIO OF 1:3 FOR USE IN PLANTING. FOR BASIS OF QUANTITY, ASSUME TOPSOIL WHICH HAS NOT BEEN STRIPPED IS 4" IN DEPTH. 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND COVER WITH A 5-10-5 (5% NITROGEN, 10% PHOSPHORUS AND 5% POTASH) COMMERCIAL FERTILIZER, APPLIED AND MIXED AT RATE OF NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND HUMUS. 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH -NITROGEN CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% POTASH AND NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA. PLANTING SHRUBS 12. EXCAVATE PITS OR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS OR CONTAINERS, OR 1'-0" WIDER THAN SPREAD OF ROOTS, AND 3" DEEPER THAN REQUIRED FOR POSITIONING A T T POI F LACING PLANTS. BACKFILL ROUND PLANTS WITH TOPSOIL, L COMPACTED TO ELIMINATE VOIDS AND AT PROPER HEIGHT. LIGHTLY COMPACT A LAYER. OF TOPSOIL IN BOTTOM BEFORE P AIR POCKETS. WATER THOROUGHLY AS LAYERS ARE PLACED. FORM GRADE SLIGHTLY DISHED, AND BERMED AT EDGES OF EXCAVATION. APPLY 2" MULCH OF PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH. 13. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE, THIN OUT STRUCTURE AND REMOVE NOT MORE THAN 15% OF BRANCHES. PLANTING GROUND COVER: 14. TILL SOIL TO DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT BEEN STRIPPED. 15. LOOSEN SUBGRADE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4", EXCEPT AS OTHERWISE INDICATED. 16. SPACE PLANTS 2'-0" APART BOTH WAYS, EXCEPT AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS. COMPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT. WATER THOROUGHLY. APPLY 2" MULCH OF SHREDDED HARDWOOD, BARK CHIPS, PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING BED, LIFTING PLANT FOLIAGE ABOVE MULCH. 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, PROVIDE PROTECTIVE COVER FOR SEVERAL DAYS. LANDSCAPE MAINTENANCE: 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS IMMEDIATELY FOLLOWING COMPLETE INSTALLATION OF EACH MAJOR CATEGORY OF WORK, INCLUDE WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE„ PRUNING SHRUBS, PROTECTION FROM INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS NEEDED TO ENSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT MATERIAL. OSCO`�' R. COLLINS ,u No. 35791 j-iy. O��SSI _ ONAL _ z Z O O °- cd U o � z H 0 H g g °- S z W Ca z a Z 0 z � O b Ice �z o F_ zz U z O U U CeO U 0 w 0 o z U p w Z ED w O d Q �_ HH Q Z 00 w o 0 0` o Uj 2: Uj IeL � p� W JJ H V W O 66 ff Aft V ) LLJ H O W N O a a T r � o V J N U) rr�� W ® o V J (� o 'mow a 0 a L O w 3 0 L Q P-4 VJ o 0 0 Z W Z X z W 0 (r �� o ti.../ y 0 a P4 N (D U x w I- b L a w rn 0 w a L0 SCALE N/A L C C SHEET NO. V LL-2