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HomeMy WebLinkAboutARB201700102 Plan - Approved 2017-09-07 Volvo Cars of Charlottesville ARB narrative CMA Properties is planning to develop an automotive dealership on a parcel of land on Berkmar Drive in Albemarle County directly to the west of and contiguous to Colonial Auto Center. Tax ID number 04500-00-00-17300. This development is the second phase of the previously approved and developed SDP 2015-31. The form and use will be consistent with surrounding uses including Colonial Nissan which was approved by the ARB and developed in 2014. A small piece of this development will exist within 500' of the Rio Road entrance corridor. There has been a preliminary discussion with the ARB at which time there was general support for the proposal. In an effort to address comments from staff and the ARB the project has been adjusted in the following ways (in order of comments received): 1. Originally the plan showed a painted CMU material as the primary building material This has been changed to a colored split faced block. The color is a medium gray— color number 5000 from Martinsville Concrete. This sample was presented to the ARB in the preliminary discussion along with color number 8000. 5000 was the choice of the Board and was supported as a change from the painted CMU. 2. As a solution to the comment number 2 —the project has pulled out 2 bump outs from the main building to better present as 2 stories from the South elevation 3 See item 1 for change in block material. 4. A sample of the glass to be used was presented at the preliminary ARB discussion and the note has been added to the elevations. This g►ass will be Solarban 72. 5. These landscaping descriptions have been identified and submitted as part of this application and as part of the site plan amendment application 6. A full site lighting plan including wall packs has been submitted with cut sheets on fixtures. These are consistent with recently added site lights on adjacent property. These are LED, full cut off, and meet the foot candle requirements. A photometric plan has also been provided. 7. Two trees in the South parking area of the EC overlay have been added. 8 The note regarding shrub height of at least 24" has been added and submitted 9. The standard health note for landscaping has been added. 10. A change has been made to remove Little Gem magnolias and replace with a Southern magnolia in the EC overlay section to provide for a large growth evergreen. Although it was not mentioned in the itemized comment letter, the ARB made comments regarding the building cornice in our preliminary meeting. Specifically, it was requested to move away from a "classic look" and more toward a "modern look." The project has made this change. lirtypif COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 September 7,2017 Pete Borches/CMA Properties,Inc. P. O.Box 7823 Charlottesville,Va 22906 RE: ARB-2017-76:Volvo Cars of Charlottesville Dear Mr. Borches, The Albemarle County Architectural Review Board,at its meeting on September 5,2017,completed a preliminary review of the above-noted request to construct a oar dealership building with associated site improvements.The Board offered the following comments for the benefit of the applicant's next submittal. Please note that the following comments are those that have been identified at this time. Additional comments may be added or eliminated based on further review and changes to the plan. 1. Consider alternate materials for the building elevations that are visible from the EC. Submit materials and colors for review. 2. Consider elaborating the south and west elevations as two stories rather than one story. 3. Consider adding architectural relief to the south and west elevations in an alternative material than CMU. 4. Add the standard window glass note to the drawings: Window glass in the Entrance Corridors should meet the following criteria: Visible light transmittance(VLT)shall not drop below 40%. Visible light reflectance(VLR)shall not exceed 30%. 5. To facilitate review and coordination,revise the plan to show the previously approved Phase I landscaping(distinguished from the current proposed planting),and identify previously approved plants that are intended to be eliminated. 6. Provide a lighting plan that includes all proposed freestanding and wall-mounted lights with the final site plan. 7. Add two trees to the interior of the 18—space parking area that falls within the EC overlay. Add trees along the southern perimeter of the entire parking area. 8. Revise the plant schedule to show that the planting height of all shrubs in the EC portion of the site will be at least 24". 9. Provide standard health plant note to the landscape plan:All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 10. Consider a large evergreen tree as a replacement for the Little Chem magnolias. You may submit your application for continued ARB review at your earliest convenience.Application forms, checklists and schedules are available on-line at www.albemarle.org/ARB. GENERAL NOTES OWNER CMA PROPERTIES, INC. PO BOX 7823 CHARLOTTESVILLE, VA 22906 ENGINEER COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT- MR. SCOTT COLLINS, P.E. scott@@collins—engineering.com TAX MAP NO. 04500-00-00-17300 (DB 3611, PG 616) AREA 3.53E ac. (IMP 45-173) ZONING IMP 45-173 HIGHWAY COMMERCIAL (HC) WITH PROFFERS IN ACCORDANCE WITH ZMA 201400008 AND SP 201500005 (OUTDOOR STORAGE & DiSPLAY) & SP 201500006 (STAND ALONE PARKING) TMP 45-94B HIGHWAY COMMERCIAL (HC) WITH PROFFERS iN ACCORDANCE WITH ZMA 1994-0002J SETBACKS (SETBACKS LISTED BELOW ARE FOR AUTOMOTIVE RELATED STRUCTURES & FOR ANY STRUCTURES PROPOSED ON THE PROPERTY THAT ARE NON —AUTOMOTIVE SALES OR SERVICE RELATED, THEN THE SETBACKS WITHIN SECTION 18-4.20 SHALL APPLY TO THOSE STRUCTURES). 10' MINIMUM PARKING SETBACK FROM PUBLIC STREETS 10' MINIMUM FRONT BUILDING SETBACK FROM PUBLIC STREETS 30' MINIMUM FRONT BUILDING SETBACK FROM PUBLIC STREETS 20' MINIMUM PARKING SETBACK FROM NORTHERN PROPERTY LINE (ADJACENT NMD ZONING) 50' MINIMUM BUILDING SETBACK FROM NORTHERN PROPERTY LINE (ADJACENT NMD ZONING) BUILDING HIS 28' (THE MAXIMUM BUILDING HEIGHT ALLOWED IS 35; WITHOUT ADDITIONAL SETBACKS. A MAXIMUM BUILDING HEIGHT OF 65' IS ALLOWED, PROVIDED PROPER SETBACKS ARE IMPLEMENTED). (1) STORY BUILDING AT THE FRONT OF THE SITE & (2) STORY BUILDING AT THE BACK OF THE SITE. PROPOSED USE COMMERCIAL BUILDING— AUTOMOTIVE SALES & SERVICE WA TERSHED THIS DEVELOPMENT LIES WITHIN THE SOUTH FORK RI VANNA RIVER WATERSHED. THE SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM THE SOUTH FORK RIVANNA WA TER SUPPLY WATERSHED. TOPO & SURVEY TOPOGRAPHY, SURVEY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT TOWNES ENGINEERING. THE SITE WAS FIELD VERIFIED ON MARCH 25, 2015 BY COLLINS ENGINEERING. TWO BENCHMARKS ARE SHOWN ON THE EXISTING CONDITIONS SHEET DA TUM ELEVATIONS ARE BASED ON STATE PLAIN GRID— NAD 83 DATUM. EXISTING VEGETATION MATURE TREES EXIST ALONG THE MAJORITY OF IMP 45-173s PERIMETER. THIS PARCEL'S INTERIOR CONSISTS OF GRAVEL AREAS AND CLUSTERS OF MATURE TREES WITH STABILIZED GRASS. STEEP SLOPES IN ACCORDANCE WITH THE COUNTY GIS MAPPING, MANAGED STEEP SLOPES EXIST ON THE PARCEL. ALSO PER THE COUNTY GIS MAPPING, NO PRESERVED STEEP SLOPES EXIST ON THE PROPERTY. THE PROPOSED DEVELOPMENT DOES NOT IMPACT PRESERVED STEEP SLOPES, AND THE VAST MAJORITY OF THE MANAGED STEEP SLOPES SHOWN AS BEING IMPACTED WERE PREVIOUSLY APPROVED WITH THE PHASE I PLAN ('WPO 201500025). PHASING IN ACCORDANCE WITH APPROVED SDP 201500031, THIS PLAN IS PART OF A TWO PHASE DEVELOPMENT PHASE I WAS APPROVED IN 2015 AND CONSTRUCTED IN 2016. PHASE I INCLUDES A PARKING AREA AND ITS ACCESS DRIVE AISLE THIS PHASE WAS COMPLETED PRIOR TO THE ROUTE 29/RIO ROAD IMiPROVEMENTS TO ALLOW ACCESS TO THE EXISTING CMA PROPERTY AND DEALERSHIPS, AND ALSO TO PROVIDE PAR,KiNG THAT WILL BE AFFECTED BY THE PROPOSED LIMITS OF DISTURBANCE FROM THE ROUTE 29 / RIO ROAD IMPROVEMENTS. PHASE ll IS PROPOSED WITH THIS PLAN. PHASE Il iS IN ACCORDANCE WITH APPROVED SDP 201500031, WPO 201500025 AND ZMA 2014-00008 AND IS FOR THE CONSTRUCTION OF A NEW BUILDING AND PARKING. FLOODPLAIN/WPO BUFFERS THERE ARE NO 100—YEAR FLOODPLA/NS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL #51003CO278D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GiS DATA. SITE ACCESS IMP 45-173 CURRENTLY HAS AN EXISTING ACCESS ENTRANCE FROM BERKMAtR DRIVE THAT SERVES AS THE ACCESS TO THE PARCEL. RETAINING WALLS SITE RETAINING WALLS ARE SHOWN RANGING FROM O'-4' WITH THE PHASE lI DEVELOPMENT. LIGHTING EACH PROPOSED OUTDOOR LUM/NAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUM/NAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS THE SPILLOVER OF LIGHTING FROM PROPOSED LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF FOOTCANDLEE, MECHANICAL/ HVAC EQUIPMENT ALL HVAC UNITS SHALL BE ROOF MOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. TRASH COLLECTION A DUMPSTER IS PROPOSED ONSITE, DUMPSTER MATERIALS SHALL MATCH THE BUILDING. ADJACENT PROPERTY OWNERS SEE EXISTING CONDITIONS, SHEET 2. UTILi TIES EXISTING WATER AND SEWER UTILITIES ARE LOCATED ONSI TE. A PRIVATE WATER LINE LATERAL IS PROPOSED TO CONNECT INTO THE EXISTING PUBLIC WATER METER LOCATED ON SITE. A PRIVATE SANITARY SEWER LATERAL IS PROPOSED TO CONNECT INTO THE EXISTING PUBLIC SANITARY SEWER MANHOILE LOCATED ON SiTE. THE PUBLIC WATER METER AND SANITARY SEWER MANHOLE ARE PROPOSED TO REMAIN. AVO DISTURBANCES ARE PROPOSED TO THE EXISTING 30" RWSA WATER LINE WHERE CONSTRUCTION OCCURS ABOVE ZIT. STORMWATER MANAGEMENT A STORMWA TER MANAGEMENT PLAN WITH ACCOMPANYING CALCUILATIONS WAS APPROVED UNDER WPO 201500025. THE APPROVED PLAN TOOK INTO CONSIDERATION THE DEVELOPMENT OF PHASES I & !l. WITH THIS PRIOR APPROVAL, NO FURTHER SWM REVISIONS, AMENDMENTS AN/D REVIEWS ARE REQUIRED FOR THE DEVELOPMENT OF PHASE ll. THE WPO 201500025 FACILITY WAS APPROVED IN 2015 & CONSTRUCTED IN 2016. THE DESIGN INCLUDES A PRETREATMENT CELL, A BIORETENTION BASIN AND A DOWNGRADIENT DETENTION CELL. THE DESIGN PROVIDES BOTH STORMWA TER QUALITY AND QUANTITY TREATMENT AND ADHERES TO PART IIB REQUIREMENTS. ESTIMATED EMPLOYEES IT IS ANTICIPATED THAT APPROXIMATELY 25 EMPLOYEES WILL BE NEEDED FOR PHASE !l. BUILDING SEPARATION FOR PHASE /1, BUILDING SEPARATION SHALL BE /N ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RATINGS OF STRUCTURE ELEMENTS OF THE BOCA BASIC BUILDING CODE, 194 EDITION OR iTS EQUIVALENT IN THE CURRENT EDITION OF THE BOCA BASIC BUILDING CODE. IMPERVIOUS AREAS BUILDING— 14,480 sf SIDEWALK— 3, 000 sf PA VEMENT— 4Z OOO sf TOTAL 64,480 sf PARKING REQUIRED AN AUTOMOTIVE SALES & SERVICE BUILDING IS PROPOSED WITH PHASE /L THERE IS APPROX/MA TEL Y 5, 000 sf OF DISPLAY AREA FOR THE MOTOR? VEHICLE SALES THERE WILL BE 16 SERVICE STALLS & AN ESTIMATED 25 EMPLOYEES R 1 0 MOTOR VEHICLE SALES 1 SPACE PER ,50 sf OF DISPLAY AREA= 3 SPACES AUTOMOBILE SERVICE STATION— 2 SPACES PER SERVICE STALL= 32 SPPACES EMPLOYEE SPACES— 1 SPACE PER EMPLOYEE= 25 SPACES TOTAL INVENTORY SPACES REQUIRED= 60 SPACES PARKING PROVIDED 136 TOTAL PARKING SPACES + 4 LOADING SPACES ARE PROPOSED W!'TH THIS PLAN/PHASE IL (60 INVENTORY SPACES + 76 DISPLAY SPACES= 136 TOTAL SPACES) SPECIAL USE PERMIT CONDITIONS (SP201500005 CMA PROPERTIES OUTDOOR STORAGE AND DISPLAY): 1. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. 2. VEHICLES SHALL BE DISPLAYED ONLY IN AREAS INDICATED AS "INVENTORY" ON THE PLAN ENTITLED "CMA PROPERTIES HIGHWAY COMMERCIAL CONCEPT PLAN" BY COLLINS ENGINEERING WITH REVISION DATE OF 1-30-2015. INVENTORY PARKING WITHIN THE EC OVERLAY DISTRICT SHALL BE: ONLY IN DESIGNATED STRIPED PARKING SPACES, AS IDENTIFIED ON THIS PLAN. 3. FINAL SITE PLAN APPROVAL IS SUBJECT TO ARB APPROVAL OF THE LIGHTING PLAN (SUBMITTED WITH THE SITE PLAN). MAXIMUM LIGHT LEVELS SHALL NOT EXCEED 30 FOOTCANDLES. 4. FINAL SITE PLAN APPROVAL IS SUBJECT TO ARB APPROVAL OF THE LANDSCAPE PLAN (SUBMITTED WITH THE SITE PLAN). LANDSCAPING SHOWN ON THE PLAN MAY BE REQUIRED TO BE IN EXCESS OF THE MINIMUM REQUIREMENTS OF ARB GUIDELINES AND/OR THE ZONING ORDINANCE TO MITIGATE VISUAL IMPACTS OF THE PROPOSED USE. 5. CLARIFY ON THE PLAN ALL SITE ELEMENTS TO BE INCLUDED IN PHASE 1 AND PHASE 2. IF THE STORMWATER POND IS CONSTRUCTED IN PHASE 1, INDICATE THAT THE TREES ALONG THE SOUTHERN PERIMETER OF THE SITE WILL ALSO BE INSTALLED IN PHASE 1. 9 D V FMlt DU 4 4 1 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' C.ountv of Altwni=arle Conservation flan Checklist —To be placed nn Landscape Pilaus $I landlxawk, pp 111-2,4a-111-2c17 for complete vprelfieationA.s} t. "rite tolloA lue items shall he shown on the plan: 'ail t.11itii cfcleat'1i14 Uul3dc.itiillln.-,+1"U'e�strt€�+_°s.tA:•ll?; 1 Lucxaiac a and type ,at plsacuciib e r lac:im,�, i7 £7r d changes re(paiHng ;ref -tell.} nt irntl,; [ l mp.5 S'A trenching r ninuditi•g i,aao trd tl.c balit; e i' cleatiPie 2. {Markitwx: 3fd rill Ir,wCs to Le sd ixl `hall IN: 9nailavl 4 d11 pri1III. .r Iiittou lit it 1,eit�Ri)t 4,1e iiIy 6 ib1e If ejlapmeiit qx- vaI,:+is grad Ing sittill begin ti;itit the irCa martins has bcert iiispectcd and app rov d9 by ,i Courvy Iti..poctor. 3. (Pre -Construction €•onfemice A.! 'l't oe In e:se; v'att cm, ai ul t)a'(1t uiwIi 6I lel,SJjL;.7 I t 1, IcF1C`d,'e,I at,,it1) 11it.' (:J9113 i3C;tta9 tl,ii Site. 4. 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I reaching and'runnellner: WWrl 1amuhing is rettusivd (tit}tin r ,s l3e1119s oF'cl, curls, it.wtlelll bt: rfnne ,as far ii • y fit>iii, tho, inatikx o t °:es ai tic}-ilal,, Tonnoling kmdej :11i46ge. tv,.e slinil be e- t-1•:lcl i:d-as and iitici ativc 10wit it i`: ruiliuipaa €4'd tha3 t ccYs,w: lCi nuhing will. dc; h y rcOct Ilkit S. tz. rlrattau: 11t,a1ecsixc 3 near: !r 11 ho thr_ 1,asl itsailc re=°n,,V td d witrg frw #irt l ; e+ Anup, 13, l'S:i trtn�e°d 'I'rkY'S:' l3atti S d u shall tag Ile awd inuiwdiat6y by yoijung, t o iili<ati�an yr cthei' 11WIlods a:ecu=.: znirnd J G} a u4c 'Pi Ciuusit. Nor] 1,.,_ HAS II 111.M' A,011ER'S RESPONSIBIL1I°l" l'0 CONFUR W1111 TII"r_' C 0,N1RAC:':'I'OR C)'V'U EE C't)'rSGKY:4'l'l(3Tti RFQt14,RV1EV I S. OWNER IOCNYMRR�� C oN`rlLrif_".F 11t.'R9;34AS> R SIC; ATURK (MATE) 5/1/06 Pace 1 or t Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE AND UTILITY PLAN 4 GRADING PLAN 5 NOTES & DETAILS 6 DRAINAGE PLAN, PROFILES & CALCULATIONS 7 LANDSCAPING PLAN 8 LIGHTING PLAN & DETAILS 9 SITE CROSS SECTIONS 0 TOTAL NUMBER OF SHEETS LEGEND DITCH CENTERLINE PROPOSED EASEMENT, OWNERSHIP VARIOUS WITH EACH SHEET DRAINAGE PIPE BENCH MARK SIGN ( PROPOSED HANDICAP PARKhNG SPACE STRIPING nr°,- - EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 TC PROPOSED SPOT ELEVATION 506.21 EP TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX COUNTY DEFINED MANAGED STEEP SLOPES F 0< ' W . `> PRESERVED STEEP SLOPES TO BE IMPACTED PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE D SITE VICINITY MAP SCALE: 1" = 11000' PROI+FEId STATEMENT CNIA PROPERTIES, INC.. Date: Apri120, 201 S ZNL`k 2014-00008 Tax INJap Parcel #,: 04500-00-00-17300 (the "Property") € caner: CNIA Properties, Inc., a Virginia corporation, and its successors in interest (the "Owner") Rezone the Property, containing approxmtately 3.6 acres, front R-6 Residential (R6) to Nighway Commercial (11C). Pursuant to Sections 33.4 and 33.7 of the Albemarle County Zoning Ordinance, the ()oner hereby voluntarily pwi-rers the conditions listed herein. below which shall be applied to the Property of the Zoning Map Amendment (hereinafter the "71VIA") is approved by the County of Albemarle (the "County"). These conditions are proffered as a part of the requested ZN, 4A. and it is agreed that: (1) the ZNIA itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning; requested. 1. Development shall be in general accord with the following plans prepared by Collins Engineering entitled "C TMA Properties highway Commercial Concept Plan and Grading Exhibit", dated October 20, 2014, last revised April 15, 2015, and "CMA Properties — Phase I Concept Plan Grading Exhibit", dated February 23, 2015 (collectively, and hereinafter, the " Layout :Plan"), as determined by the Director of Planning and the Zoning Admitiistrator. To be in general accord with the Layout Plan, development shill reflect the following major elements as shown on the Layout Plan: a. The building envelope. b. Larking envelopes. c. Access and circulation throughout the Property. d. landscaping and screening envelopes_ e. Area shown as "20' Reserved Area for Future RlW Dedication, Pedestrian Improvements, and Proposed Street Trees Along Berkrnar Drive." 2. While the Property is used for stand-alone parking, screening for any stand-alone parking shown on the Layout Plan shall be established, enhanced, and/or maintained as necessary to reasonably and adequately screen the stand alone parking shown on the Layout .plan eotn Berkmar Drive. 3. Sidewalk along Berkmar Drive. a. Upon demand by the County when sidewalks are installed on properties adjacent to the north or south of the Property (or are installed within the public right -of way fronting on properties adjacent to the north or south of the Property), the Owner shall construct a sidewalk and instal.[ street trees within the area shown on the Layout Ilan as "20' Reserved Area for Future R/W Dedication, Pedestrian Improvements, and Proposed Street Trees Along Berk mar Drive," Such sidewalks and street: trees shall be completed within one year after the date of any written notice from the County. f}. if t the e time a t e of approval of final site plan Far a use rather than stand-alone parking such sidewalk has not already been constructed as provided in Proffer 3(a) or otherwise, the: Owner shall construct a sidewalk and street trees within the area shown ll k w l o the LayoutLayoutI Ian as "20' Reserved A.rea for Future PJ'W B+edication,. Pedestrian Iinproventents, and Proposed. Street Trees Along Berksnar Drive." Such sidewalk and street trees shalt be constructed and completed in conjunction with the improvements shown on such final site plan, or as otherwise stated on such approved final site plan. c. The sidewalk shall be designed and constructed in compliance with all applicable Virginia Department of Transportation and County standards pursuant to Section 32 ?,2,3 of the Zoning Ordinance, and the street trees shall meet all applicable County standards pursuant to Section 32.7.9.5 of the Zoning Ordinance. d. The Owner shall dedicate the sidewalk, at Owner's sole expense, to the County to become part of the public right-of-way. (Signature Page for Proffers for ZMA 2014-00008, C&LN Properties, Inc.) WITNESS the following signature: CMA PROPERTIES, INC,`. Peter Borches, President APPROVALS SATE DEPARTMENT OF COMMUNITY UNITY DEVEI_ OPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB f"VeD 00A DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT WCOTT R. COLLINS C-) Lic. No. 035791,� ZONAL E 0_1 w w z z 2: toJ to Z"E0 LU d � V 0 0 Jul 0 � � to LU W N r r1J n m z w z J J 0 U 0 0 U S` .3 v) Q 7 O 3 U 0 U D 0 U O U al 0 U 0 U 0 0 U 0 m 0 z 0 o Q i� Q U jL�IV�� I 0 0 0 U 0 U CL o 0 O ILU O� U U 0 N UJ Q) 0 T E UJ 0 CLc: Z Ow w ,,� z z CL w J J 0 U O Q 0 0 u) 7 x N J b ~ n W E W U JOB NO. 0 142103 0 to cn SCALE 0 AS SHOWN SHEET NO. 1 I tAiz:) I m4u k.-uur4 i r L)r_ruNr_Lj ivuAiwAQr_u %-ml 1 1��" �­r — 1 � — 11y., — — s �, � 5 : � i 1 1 1 . 1: 4.! T , � , �, - - �, ,:-'s­ I , � , " -, �, , I '. - — I - � I L. I - ___ I ___ "I -_ I'll � I _� , - � � - I I .- 11 _.- I '. 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I � ,1 I!, III Il 1I 1 , I1 I, - '1I I , /.11I1 -I " , 1 i - I _I I I" ir I_ / 11 iI , I / I/ I I 1� r1 1 1 "1 / , i 1 ' /oII ,, - " : �✓ r AUTO, LLCTREES TO BE REMOVED ARE SHOWN ON i APPROVEDIMPACTS TO COUNTY y 14�t�;211i PARCEID: OUTIDE OF THE TREE � I1 - DEFINED MANAGED STEEP,SLOPES 1 ' - THIS PLANS00-0-00-101 0 ,/ :-S 0450L AREA AND ARE I `WITH PHASE I UNDER WPO 20150j0, ��;PRO]ECTION 1_ N475224.90"W 3352.40­ - - I �1X�11 D.30B213 i 11 !i 111"01 ,DESIGNATED ON THE PLAN WITH THIS �'�,4_ / ' 1 , - ­_ 1, i"1 s' ! - j­ -P,"'!i , - ,, ,, \+ _�/ z/ I ,. 1II / I " 1 ;I ­I I ,,mII I I / Ii iI 1 / /1I iI ! / TI I�I 1 1I I/1 I /.I1. /i .s.I _I //. I 7 i � r i i" / I II f,I _ II / I II/ J 1 e S -, /I1 1' / I1,1 /1 , 1 sI - 1,1 1 1.: tI1 ,II 1 I _! I _ I I .I r_1 _. i I. I _ ,." I / I I. / _2 rI I I I-: 4I-/I I...III I . 1 I I I I LLz0wwzffmjLzzw0uMaIfffliDINmuIMw! LLJ I -1q1_1I I wN�I�QQ(��u<CC>0r<=0u-0CcaCIC0>w__��.�DIM1I<mTN1Nlq_lD_ _- —y__yet- - )jo))iSYMBOL I "�, , 3_7,ii A — ", 1_ . E �i , I I i 0 S1 ;-/_f tE I - _ ,I , , IrI _ . EXISTING 3: 2 - - I �1 I ,- "�,DI WATERLINE TO REMAIN �,' 1 , I '? UNDISTURBED WITH THIS PLAN ; -1- �1,, , :UTL AEW SCT RIO HILL, LLC ii i, 04500 A00EL010000 1 , I . ",� /1PARCEL ID: ii7/ , Il •I I D.B. 2130,9PG. 30 ,� I 04500-00-00-094AO I I 1/ t R 1-- -� - B. 3295PG, 731 � " � ,s, I I __� - j� , D.i�7z 1I - ,- P j i ,/j \: _ I ; ', � , � _I,_ - , , ( .--,"'1H -"V 1II * ,� / , I , l 1 I 4i i � W %i - - , "� i N�XISTING STO MWATERw 1; I , I -APPROVED IMPACTS TO COUNTY 1i ,�j, MANAGEMENTAREA� - I DEFINED MANAGED STEEP SLOPES _1 , �, JI / / " , - ­ \ TO. RMN I Mfk PHASE I UNDER WPO 2o 1 I ! j _y "�, - _ d_l ;z�',l I 1 i I - , '\ " @, , u l S59, 02, 993.53'I - . I i , J �r-__ ` � ' ' "� _ / � � ­ , �1_ I 1, ""� \-� 1i "Lf ! Tt I, - `_/.s, I J �l 1,, 1� EXISTING TREES AND , I II_ /I1 1 — 2.45E3352.401, 4'I 1 "t'-,_--1SHRUBS PLANTED IN __, ,?�S8*52 I , I I�m,,_I ), @ /i 1K PHASE I TO BE REMOVED I EXISTING POLE & LIGHT I � �'_,'� _i -",I OR RELOCATED/REUSED _. , � : 1 II _ TO REMAINTYPICAL .1-� COUNTY DEFINED MANAGED .�IN PHASE 11 WITH THE EXCEPTION OF Q Q � '-�STEEP SLOPES`NOT PROPOSED TO / I I ­�­ ", - � / ..�_ . LANDSCAPING - __ ONENOTEDFI FIXTURE i '�)�, i E DISTURBED WITH THIS PLAN , 1-d/, B- Z- (YP)T.1I �@/ 1 ,>��l ,� � - --- - I -- ! T - _Ili 1.`GREEN,JOHN THOMAS "i I - ,� � ... .. s,1-i/,;-� ,, 1 i 1\� 'y II - I 0- / �' --r-PARCEL ID:/ gno , -�__� EXISTING CURB ABOVE ,' I / / I �'� 00-100AO � I I @ Q .S DROP INLEtTOBE "*9_0W.B109PG. 182 i 1\ , � , REMOVED WITH THE � � f 1I/ , PROPOSEDPLAN 9S�I � [, � "'vl", : . "� , , �z= E_Q - � - : - . , ._`, 313�3NQO .9L s �,, ­& _�,j - �IS_ � - I _0 - 1 a� ONTRACTOR SHALL, UTILIZE1 E EAil I .— 1 't-� ,- RECENTLY INSTALLED bRbP INLET n i� - ... , s, " , EXISTING LIGHT POLE & I"(TOPELEV.�522.4FOR THE "1�" u =41. �7) � I RIM -_, . FIXTURE TO BE REMOVED ! CONSTRUCTION STAKING BENCHMARK 1NV(N)�4�6.24' �I ­ 11 APPOD � - PROPERTY - __INV(NW)-4 � � � _r / a® , >ills INV(W)-488.17DEFINVE . , LIMITS TYP.D MANAGED STEOEPOSLOPES () �nEXISTING YARD DRAIN -�"� SW4 WITH PHASE I UNDERWPO 20150002 _ INV_- -S . n,I�ERMVED NV(E) �IL,�I . I EXISTING CURB BELOW - � " /TO BLO �­I . i1-I_xl THIS DROP INLET TO BE - � 4s, . , GREEILLIA ,l_� REMOVED WITH THE EXISTING TREES AND. DROP - RCEL ID: M/ 'l\ , ',:" - f i_Top=509'86 ) I.I/ NCLARENCE W ,PROPOSEDPLAN SHRUBSPLANTED WV=569.65 y,"jM'-0-0- ,,04500' 0010 , - i LIMITS OF LAND )� - / .o, ,I Q1 . W.B. 123, PG. 395PHASE I TO BE REmbVED, - / , CMA PROPERTIES, INC. OR RELOCATED/REUSED IT / DISTURBANCEAND TREE f1 PARCEL ID: IN PHASE 11 1I - IF Q PROTECTION FENCING' _""_­ /0450000-'0017300 1 q --,1D.B. 3611, PG. 616 tom, PING , _� EXISTING LANDSCAPE (.) � I"1�'! "V��� _I /_ , - I 3.53 ACRES BERM TO BE REMOVED ,� �, V��6% / _ I ,.I . LIMITSOF fJ I_ IRON 1%- \ DISTURBANCFANDTREE /� v / I _ _ I FD. (61OTEONENC_ 1 I . 3901581993.53PRCTIFING - - \ NE, _ -iZ �_---, -! MN - 50 , \ CONTRACTORSHALL REMOVE THE -� I,.1 , . .", ABANDON EXISTING SANITARY / � ,�, " � , ,I , 1I I 1l �- I,I �,4,.....4�/ 1 EXISTING 15' _Ii cI \ i SEWER AND MH(s) WHERE THEY EXISTNG TREES AND — � � � E_I_-I � i ,� r,�, DRAINAGE EASEMENT ­ , _ \ ARE LOCATDBENEATH THE )� 1 SHRUBSPLANTEDIN � , -;I DB'1473,_PC_547 N38' 1059.50E 19,93.53' - f"1F- ui . - ;�� _� ;i t ? " ` , %y PROPOSED BUILDING's. PHASE I TO BE REMOVED f/� `N " FOUNDATION. I)EXISTING TREES TO BE OR RELOCATED/REUSED�7I ,� ;_ I "I / \ ,-DINH_ TON P, I PARCEL ID: �_IN PHASE it� ��, / I- -vI - ., LA-f-- // - \ _04500-00-00-100C. _REMOVED WITH THIS � \ \ i a, g� TYP.) , 4i -J -,D.B. 3651, PG. 62iI_ ter, N(TYP)I/ / Z��, , iIS85553,13 ." ­ 1 � 99 ,, 0 - I � j, i` ;"�', A,,K: ��� , , 1w_­­29.501- I-s1��� EXISTING 20' SANITARY ,i; �11 / L I - . ,��I-w- - I \ \ ,, CONTRACTOR SHALL UTILIZETHE ,,1 ,�i A"i12ER ESMT. /',V �\ "' \, �1 3 � f, , ,�1IIIl",DE70, PG 681 "I I"�, �,S751438.50W 1;993.53o i RECENTLY INSTALLED DROP INLET\3\- - ----__,,I,l"S8' 00'36.50"D 199�5 / �_S34195019 93.53\ 4. I1(TOP ELEV.=524.2o) FOR A SECONDARY ,,�,� I 1,0 - S23-4008.50E 1993.53� -� / � APPROXIMAJE CENTERLINE i) CONSTRUCTION STAKING BENCHMARK , _- � / 6I _ I ON 15' VEPCO ._ -,� � ' � ! ) EXISTING TREES AND -- --- r LOCATIOF , I\ l, " i"\ / �� ;j,CONTRACTOR SHALL CONFIRM THE -EXISTING PRIVATE� ­_ I EASEMENT . 1, ,�, - I SHRUBS PLANTED IN I I SA ITARY SEWER WAS PROPERLY DISCONNECTED � � - D.1 12145, PG- 632 i. 1, ,,, �I v.g, ; �' -H�_� , ,�'_ ,1. I .�� /� �_ ,-ROXi"Af,Lu.:o1i(Alik_ " PHASE I TO BE REMOVED I �./, / __ I. _ - :--C -1I1 I\V� �,j 1vs)sj1h'A1LJ�L NIt _A�z[:K`F[l�T o, J ,,- c\, ,4r�", �I -/s1 I- ,- " OR RELOCATED/REUSED_- ,\ ��"F ­E) r�O HE CAIID hIllI ,11,­s,TiC.i XISTINGiWATER ; I / /11 CONTRAOORSHALL DISCONNECT IT IN ACCORDANCE _-__ R11k I F -A'I INHASE i�� I mD'1METER TO REMAIN FOR / P,- , ER WITH THEACTES ON THIS PAGE SHOULD IT NOT HAVE _ _� I" __ Z___7- , BEEN COMPLETED WITH PHASE I. � ­_ ­­ ­�-�"% � ,I ; PHASE 11 DEVELOPMENT F ,,, ­XISG .SED\ __PARKSIDE 1, LLC � .\ MANHOLETOBEUANDTYAPIN PARCEL ID: .-__­­� 1 _1 I1[IN 7, EVELOPMENT W75' 16' 14�50"E 1993.53' �__ I, 0_o \ EXISTING PRV TO _ 04500-00-00-094Al � , EKSTING 20' _<__� D.B. 3116;�PG310 �I \ u REMAIN WITH THIS i/ 1;1 / DRAINAGE EASEMENT 1\ I 1is\ Amz- , !- _DB 1329, PG 91 �DEVELOPMENT. I � /,/ 1 � \ EXISTING " TYPE— I APPROVED IMPACSTO COUNTY I �A iq- 1 a I4 BLOWASSEMBLY REMAIN — ) ""­_ll� _z 7- ,l �_- ft� , --;­.�n WITH THIS DEVELOPMENT. I _,\' �DEFINED MANAEDSTEEP SLPS 3-M30N NOD�.SL I , -� a1,1 - I __ __-- -__ ___ __ _ ____ _--- __ __- TH PHASE I UNDE002I � __ _ -_- _____. . ,", ,/ ­_ -­1 -_ - --- �___ - _ �­ ­--- _\ _WIR WPO 201505 TI� - - - - -- -- - -�l S7458' 35.50"E 1993.53' 1 1- - - �� - 1� � II I � � I 11 - - _i* 1..._­_ _._--- - � 8� GHIC SALE___ 3anDveano I% S7011 38.50 E,l993.53 -1 -___ RAPCI ­ ____.__ I-. _-­­­_ —­.- � ,-- i__________-��­- ___ ____­_111.11­7� __`_____________­­­ // l­­-�__--__i30 \ 0 15 30 160 120 ­ ECENTLY IMPROVED INGRESS/EGRESS S1 32256.50"W 1993.53S13' 23' 05.50"W 1993.53' A R,VAATE .i WIT_R I - BEMN(,)G �4l",s­ H PHASE I's CONSTRUCTION TO REMAIN APPROVED IMPACTS TO COUNTY --RKMAR DRIVE (ROUTE 1403) ELEY E� DEFINED MANAGED STEEP SLOPES - 18' U�Es-,N EXISTING 4" DIP W/L TO z(VAR. WIDTH PUBLIC R/W) Plk'l lE,KM,, ,v!,1QC-iNA. REMAIN WITH THIS WITH PHASE I UNDER WPO 201500025,, ( IN FEET ) DEVELOPMENT EXISTING 8" DIP \AI/LTO o,lrlol R E NI , WITH AN ADDITIONAL 655 sf OF REMAIN WITH THIS (DID 12976) Or AeA) 0 L=55.734, R=667.600 PROPOSED IMPACTS WITH THIS PLAN. ,', s inch = 30 ft. - ___ - S12�7' 46.50W 1993,53 -- _ELUNU8A=4.7832 I3-RK41 ,1.sHF!T0—N'. I ----­1. ... s o", M z Ill Cr) z I I 0 0 - 0 - C Q) V) C 0 u C _t .� ?� cn U) Q) � 0- x a) Q) 7F - :3 0 '� C: C) - V) C: 0 - C) i3 � - U) E 0 C) - 0 I -0 C 0 6 E .- _0 _0 .- __ -0 - C 0 u D L - U) C 0 0 0 _0 I I I I Q) I . E - - 0 C: - :3 -0 Q� > .F n :) u C � �: Q) > Q 0 Q) " 0 = ;7 3� Q) < w 0 0- _j D >1 C CL 0 z � 00 0 < -0 ....j Q) 01 r) _j -0 < z — — (,) I 0 ') -6C u 1­1 _j C — 0 0 0� uj T jp% 3; 0_ V j Lj -C � < C) 0 Q) -6 = 06 =_ , m U-) - ,_ _u z Q) -a 0 r 0 ^ — � v i F— 0 � Q) Lu E -0 N-4 z - 0 C >1 Ce E u " uj 0 ,S) 0 a- Z z ,01UWAt& E Ld u FZ LLI 2_1 lfp:e ( L.n 6 , — z x LLI CL I, I Cl) z _j _j < 0 (-) 2: 4-0 >1 � � Q) u 0- 0 � Q_ 0 > U) C-) x Q) Q) = Q) � U.1 0 _j I_ U) u �_ I- C Q) Lu I- ) LIJ E 0 Lu i3 u 0- I U) T) JOB NO. _0 � a 0 0 0 u) SCALE u _0 1 11=305- -' 0 CU) I 0 SHEET NO. 0- 0) Q) 2 a) = 1--_ ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right—of—way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. 5. The maximum allowable slope is 2: 1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. 6. Paved, rip —rap or stabilization mat lined ditch may be required when in the opinion of the County -._ _- J__. _ - - :A .- ,-1..,... -A .-.---`--ry ;- -A- +- c+-kN i,o , /'I Y f1111/ L I )Inn I PAD 1AVITH BRICK & WOODEN j > GATE ENCLOSURE PHASE LINE / Z (TYP.) Fri 5�1 ... �EXISTING ASPHALT NVENTORY PARKING TO REMAIN (TYP.) j EXISTING STORMWATER ,. MANAGEMENT FACILITY m E NG POLE & LIGHTS REMAIN (TYP.) SITE PLAN NOTES: i. (])REPRESENTS 3 PROPOSED PARKING SPACES. z. SEE SHEETS z & 3 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. 3. THIS PROJECT IS NOT LOCATED WITHIN THE soo YEAR FLOOD PLAIN LIMITS. 4. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLYAND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. S. CURB RADII SHOWN, REPRESENTED WITH A'R', DIMENSIONS THE FACE OF CURB. LIMITS OF PROPOSED ASPHALT PAVEMENT (TYP.) — PROPOSED VDOTSTD. CG-z (TYP. UNLESS OTHERWISE NOTED) � 1\Vf V.JLV LVVL VI � fIV LIVI LIV 1 1 V /11JV 1 EXISTING PAVEMENT. CONTRACTOR SHALL MILL & OVERLAY EXISTING PAVEMENT A WIDTH OF 2'(TYP.) p R EXISTING CURB ti TO REMAIN cuR6 2 ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE �� EXISTING AS ---off-- - - AUTHORITY (ACSA) INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR �_ INVENTORY PARKING NOTIFYING THE PROPER ACSA OFFICIALS AT rHE START OF THE WORK r a T TO REMAIN (TYP.) Z THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE W W ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN - / INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. I - ........... I . _ ... _.-.... / / 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 NAl ZONAL GEODETIC SURVEY. UTILITY NOTES: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY �0 1. CONTRACTOR SHALL NOT DISTURB EXISTING UTILITIES. IN THE EVENT THE BURIED WATERLINE IS EXPOSED DURING (1-800- 2- 001 55 7 )• _.. CONSTRUCTION THE CONTRACTOR SHALL CONTACT ACSA, RWSA AND COLLINS ENGINEERING IMMEDIATELY. z. CONTRACTOR SHALL VERIFY ALL TIE-IN CONNECTIONS FOR PAVEMENT, CURB AND UTILITIES TO ANY EXISTING, OR UNDER 6. ALL WATER AND SEWER PIPES SHALL HAVE A, MINIMUM OF THREE (3) FEET OF CONSTRUCTION, INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS - BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR f INCLUDES ALL FIRE HYDRANT LINES, SERVICE: LATERALS AND WATER LINES, ETC. SHALL CONTACT ENGINEER TO INSPECT CURB, ROADWAY & PARKING LOT TIE-INS TO EXISTING ROADS AND PARKING, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, CURBING AND DRAINAGE \ :, �` ROADSIDE DITCHES. - I STRUCTURES PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL `\ VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. / 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE t j` E EXTENSION OF THE LINE. 4. GRADING SHALL NOT COMMENCE WITHOUT WRITTEN AUTHORIZATION FROM RWSA CONFIRMING THAT TEST PITS HAVE BEEN cc DONE AND THE EXISTING WATER LINE IS NOT IN CONFLICT. 9 TREES ARE NOT PERMITTED N THE ACSA EASEMENT. m l S. RWSA REQUIRES A MINIMUM COVER OF 3.5' (4z") OVER WATER MAINS. 6. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLYAND j, so. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 4 201 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). . - TH 007�N SCOTT R. COLLINSZ Lic. No. 035791 ���SIONAL E�O� w w z - - cD n r� IW r i ,--I I� ­4 r4 �d N N "a I`°. Q1 Z W U) Z J J O U 0 c 0 c 0 U C N U U X N N N O t .3 0 c O U 0 O U 0 -o 0 c 0 U m O U O U E O 4 O U U i OJ N O rn O Z � 'S 0 Q s2 a 0 o a 0 0 I) � 0 0 Uj < o 0 0 o rN _J U cz O N L Uj LU N O � /"# C 1�i 1 E O s= W C 0 �. 0 z 0 w w z z w Z_ J 0 v o 0 Q o a U X U Q) 0 J U ~ v In w E U III -0 a- n JOB NO. 0 142103 0 0 SCALE 1 "-20' 0 a SHEET NO. a 3 , A I ,­ I A AI f KI I- L7jCIVEM,,Aj " UI V rL,"'il V (5CALt 1­=5U') M , - , � I , IIIIIIIIIIIIIIIIIIIIIII11M � NOM: I, ras TIN NAY WE PRECAST CA LAST IN PLAi I CONCRETE To ME CL4SS A3 IF CAST IN A -A", 4000 Pi IF PPECAST. 3' CAL ACE A RADILS; OF 300 MET FOR LESS E OF C%Ms WL BE PAID ,, AS RACIAL CLAR 4. TIC DEPTH OF Wile MAY M REVIODED AS MIX" AS &,1&Pr1"IgA" 21ROW AS FIT E N THA INA Tr 11 ON OF OWS WILL COINCIDE WITH TIC TOP OF A GOLPW Or THE PAVEMENT SUOSTFWGTW R 11 AS EiMISTo W MADE I DEPTH. 5. OI IS BE OEON FICA"M AYS iffET TIRE FIEOJA� M FM Cr-5 AS SHM IN IN7EMSEVON Tx 0`S;Nw*IP.6=r"'1_ M SK1411 `,:E.M:r4#z4ILC2# IM 501 �9- 2, 2A w I I I , �, I - I .. , I - -� , - � � 7 , I 11 � % � �i_� :,I 4%, � I , . . I, - 1 ,� ; , , 1, � . , , � . . . . . . . . . . :. 1. I". " 11 11 -11 I v 1P _­­: ­­1 . I I j �­ . - Sl-WER SERVICE LAILRALCONNECIi(IN NOR_S� 1 , W1'iERE A SEWER SERWX LAfC*RA_ C-ONNECIS rl,:' A 4A,','K­E � M) NO IN",IER! EL,VAlVX1 t-UR 1HE StRVICE LAIERA- IS � INUFWM) , 'HE 110P (CRQM) EI-EVA"ON Of kT,E '_,cR\1IoE r-COVER LIFT NOT(>1 LATERAP, PIPE SHAU BE AT LEAST 0.2' HI THAN 'HE , I I - I - 11 I - " - " , I � i()!� (C�L)YtTq) ELLVAHON Q, Fill- HIE LUNII ;'Pr_ t:0-NN:_C;IUIJ 4 - , -II I . - I ,e, 1/2" - ) I' I to HE MANHUE. " , I I ( I � .___�___v6"71( )w,D_f.__T I I ? 12 3/8 'kT - /,I I '2" ____________ ' 'SE Of 12 1 / - --- - , ,l 1, -L--, ____________ r�l I -(,/­' 11 I �_ - - I � � ,;, 'Swlfli LAIE,'W.S APPE�'D ,%`0 AN F_V�JUNG, S'I�l,VER MAN4 SHALL, /,--- 7� "',!­ I I ) , I � K GoNflFCTE0 LISINI A PIPE SADDLE, . k"___,, / �� ON 'A FT, A,�M `iNkl E FAIlA Y - - __ I— - - , � \ / R 45F , I . I / I " , - ,R�' . _ .- -- I f . . .... - - - __ - �- fl., ll� " I , ,iZU,F�AL lishMCEY CA WAL .E'�'M­AL , _� �� � ­_ - ,AD LRRNFNF`Q1 SEPIACZ51 - I_— � �_ -,, 1 � / � t,,�� __ ___ � I _­- !:- /\ - i `TP - , ,___�, 1 MININUV, �jRADE FOR '3EW,&� SEW"a CONNEC110,11 5"HAU'L LIE 2% __?�, 1, ;�,,� -,�, t Tl1\ ( .. .... . I -­ - I L�_�_�_AZ � ;11,0�Pll ___ -.1 �r �,-�- - `'R F(I 111111- -- 1\ f -1. I I - L, 11 - I ) � f( - (I /4' P XIT " -1 . --- �_,`­_ IF ______ , , " - , � \ 1, 11 , LA VE A _­` '� A\" - - -, � / � 4. ALL SEWER LATERAL'S SLIALL HAVE A KIINIMUM, COVELT 2' MIN I , I T -_ , I � _____, - - �_ `­___�:=�f �_�� DEANI,E,ER Gr 4". , - N 1\ I , < � I I T-fI'm (�', � ,,, 11 � � _=:� 1� - ( U�- ,:"/ -�-? CAS I LRIC'N t;,T' �� I.. __ ,_I," j = ___ - I 'i- ,� 1�� I I �1�� I i / 5. AL '�4'A,ER. LAIERAUj 5IIA 1, HAVE A MINIYWA 1,:QVF,R I mo�; - , ,7 iK4" , " 1� I .. " ,- � - E111, "WIT', V4;PK,� ­11- ­­­ - - ­I� 1 18" VtJER BOX OF 13 FIFF I. I __1 \�'i ,,//' � �- '. "' I " __ 1-. -, ix�/� / e I "�_-­,` , \ - __ � ,1_ __," "I I--,,/ - 11__,____,_ �T` " SAL. i _/ I - "I ,� , E "),AL 5(_R%1,,CF Z� z", I . _�__­ —­­ � !I / 1, , - J_�' / 11 TIRE AT�'rl i, 1.1,WPRES'S"', JAW VA"IC F;Tr i`.1X,PiiiK; " I � \ 1 - ), , I i �',", I f OR A`PRDT11I L, � ��, / ,��) 1 FL.N,ISHED GIRGUNIC ---/ 2 x 4" \1 - -1 M. I /, h _____.___ I , � (" , " I\ , F� IIEI = ---,, ,� /X , � ___ I - . A . , , ,� - MARKER I --- - "I. - ..z vN .- - )) L,\, --,-'- _ i I � � ir, , I/ Ev, , ,"I", P'_ _",� \ , , l , 1.11 - N, I //, I � � I LK 'if " I , --- / ; ( Tel,,% � I �� , "'t I " I ,; , I il I FaR ,�r clN, 'FT.C"ifT. 5"a F 1­,i ? I � , \ N _­1 , � N . - i" / RLSIT?-, 's ,AL SETLTACY .�,Is M EELF�AlGq � I - �, �, L 'j " I '. I �,/- � ,�\ F � I ___­� �', , \ . _ __,_1 , - _ , - 1�_", �7-- - _111, ,.-:7 - / sl��c _­1­__ i ... - '_ I � I _u� s�­;lv,CE " I , F" !XrF�'FloN , NO ` ,/ , I I•, I I �, , I � - 5 '1z I . " / '­­_ - __ __ " , " I � 1i 1��UVLL$ �FAU 1_'L 'J�W L4, �� W L',FL- '. � / I - I - � I � x I - IMAII` LINT I1. �AST R"'N LID ov ,, ,., f PIPE SLOT _-F I , 1�'0 IM=­ " 1 (2 P,_ACES) ftTT 17111_4z ��_1_Rt_�TjTT__iffl1=`1FA !_._._. - ­11 '/,, RE'A" 00, !, 11,11RESIRON n 3/4' WiR � ILPE PUNO � P,14,11,tu EUC;11 I t I`YI`_111"'/1d, ").'__R\/i,',','J" 1-AflERAI 1N15'IAI­I_A`I01N -.,-,--- N T's 11 F111 V;-6A i I),- I, - " NO' � � S; , I- ( - 7,ER H�,_)I.E IS RECIL RED -�E I I -1 ,I) A 1 �1/4` OWME:4 1, - IN TI -10 FOR TC: JCH REAO VET�7RS. TyPIC_AL_jvIE­I_E-FR -30jXES - 111--1 11-111-11­'1111- P11 / ML El\S) SEW[f, SERVICE !,,A'[-RAL C"ONNEC'TiON NTS N,T,S. .­- , 11111_FIG. S 2 It)-ij TD 33 . .. ........... .... . .. ...... . . ....... __-, CO-2 !EG-7 CC-12 NOTE, COMPONENTS Of Ca RAM?$ CONSIST OF H4C FOLLOY04i I I RYORAWOC CEVENT WkK CfR,P-,4 iN INCEF�S. AREA N SQUARE YMOSI COW WN REQUIRED CS-2 OR 'I ­I Ih LWAR FE171 GENERAL NOTES; DEIECTAi WARNIRC SURFACE (AREk N SQUARE YARDS! EACH 0, I QVF� CTEYS IS A SEPARATE PAY ITEM AND 540U�D NOTESt " T's: DETECTABLE WARNING STOLL BE PROVIDED 13Y TRUNCATED DOMES, RF qIUMARAFICA"FOR C ACH CAB CUT RAMP. 1. THIS ITEM III BE PRECAST OR CAST 0 PLAC5­ QL DETECTABLE WW,'*,G SHALL BE FROM DIE IFATETTALS APPROVED LIST FOR ' CEYTECTAB, IS wARNiii SuFAMS. PRODUCTS NOT LSTEID tFAL'. WET t5 *,I,I,K -,,� A �� , _ 2. CONCRIITTE TO BE a" ^5 F CAST " PEACE- T4 4FQ"FWNI$ Of THI SPECIAL PM�$4N FOR COCG-12 DETECTMILC 4=0 PSI IF PRIEMIr. "ARE10,1 SURFACE AND IRTA" BE SUERATTED TO THE 13TMOAPOS A&Z � SPECIAL DESCH SECTION FOR APPROVAL. 3. DOMIIIIINATM CURB I, GUTTER H"M A RADIUS 1 SLOIPW, WES OF CURB RAMP WAY BE ?OU1EO MOWL11HICAL, Y WI-14 PAW11 � U5�+r , PFRMTSSAAF r _ 4- r h OF 300 FIEIEr OR LESS (ALLOW FACE OF CUAG$ SHALL ;Low y 'ONE � "M 'QYU WIT. RE"CI) ELARS _ ` _� " ` 4 ON 9 "')IN . _ MAX SE PAID FOR AS RACIAL COMMI WAR h if RAW FLUOR IS PREMT.H0l,E5 WEI BE PROVIDED FUR lYDYYE� BARS SO _ _ --I OMTTM THAT A&�NG FILMED SIDES CAN BE CAST V PLACE AFTER PLACEWFIT 09 -, ��* � . . 4. FOR USE WITH SIAMUZIED OFEN-GRAOIED PRECAST SAW FLOOR, PRECAST CONICRTM SFOLI. BE CLASS A -IF. TYPE A I'. KMILAAIWOM W - I' � BE E&TVjXTEO !,� REQUIRED BARR NEE- 10 BE NO, 5 X 8' PLACED 1'CLNH:H PO CENTER ALOW; PERPENDICULAR - � �j � A.'. OF DO I " %x s OF v -O(PTH OF RAW FILtAW, MRAMUN I I ' I I TO 1�f THIF OF SIAM" �NiNwp PLOOR,Wl '.� jA - a MA*MD DEPTH OF THE CONCRETE COVER 1'fi-, I I ' ' r I � � . I , $1 _. . ��', PAVEMENT..0 CURDS I CIAQ AND GUTTER SLOPE TRMSTIONS ADJACENT TO CURB RAMPS , I I I I I __�_ 1 4.; - !T��, � ARE TKILUDED N PAYMENT FOR CLAB ,1 CURB *0 i I I , �� 5:" �. " ., � � _, ;;A, - 6, ALLOWABLE CRITERIA FOR THE USE OF W-1 IS BASED I . ON ROADW CLkW"Ti AID DIESM SI 7 CURB RAWS ARE TO II I MAIM AS SHOWN ON THE FiNN5 W AS DIRECTED ,T.t �I!2`_ �. � t Tl,�;,AA H -;- --- __� AS SHO" IN NTtN= A OF THIS VDOT ROOD CIESION By THE ENTRINEEII THEY AM TO RE PRIMICIED AT INUERSECTICTIS W,-CREVER T A I I . SURFACE VMUAT IN TIC SECTION ON (ASAN GS AN ACCE5SETLF ROUTE W13 "L , _N__..�LA - I AA I ;,`� I STARDARDS, � jif WITI, Of WAY CV A ORTHWAY FACILITY CROSSES A CONS R-GARDLES5 OF WKrE(HER 31WWALK 5 EXGT,i�IG 11 - RZAROSED, - S, III..; �l,.; . � M. � ST!14 to INTO 1E=TM Tw .8 CN SOALKS I I KXISTENT, �HEY IiWSF BE i )ORTHIN PEDESIRIAN COW 'gr ;A- 16- . TRWIST TO BE WADE VAI AS S-9Oh4 ON PLAiNS OR AS DIRECIE0 ey THE ENONEER. 4W S40MD NOT TYPE a 0i; t BE "CHRIE, 11E�CLE STOP Li EXIS "'O t ESIFAF t', � ! 1> =xv TS, DROP Mi ETC. A2CESW� ROUES PROVIDECA CONTNUOUS PARALLEL ,= N vmw,m CM BE MADE At III � . I . . BASE " JNOSS�, RiC110 STABLE, FIRM SLF RESISTANT PATH COWCIPG ALL . �-- - ;,,�., ACtfIT"LF eLli OF A FACKITT hIA,, CAN OF APPROACHED, rMtRED I I I � �. �. ! 4'.. � ,� 7� WI COWYATM woull(TN" CM 00 CUTTIM 3 AND USED BY KDESMARS. I I . I I , L , , UMV, TW STANDING EWRAW OUTTMS OR STMCAM " , , A cow=r4m FM 7 "Tv%TN" ARE To MVIE W R MAY BE PIAVED ON RAUW DR TM OM SECTIONS FROVICTIF THAT I Agpl�CII11FOLIIR NBORPORATM TVs{ AMPS �-� � �", -, � 7HE )WOVKTABLE! ITCURI3 OPENING is PLACED VflTFTN THE UVFIsI OF THE CROSSWALK AND u! 1 I'" -il-11i - � ,FA FILE SiOPE AT IHE CONNECTION of: TPP CUFM OPENNG is x - tIt�t Nvic.Fm To HE IT". 6 WA A. - SUBBASE 2. R. TYPICAL CONCRETE 1OEWALKRrj4qT4 AD CM -- - ��;CJJOHI��K FE ENT E RADA -OT — r 7�W OF W AltOMMOIBATI 1�.l 7 DIP I , ;�IAI�1�4 ="3� � A7CC KAT11 TRUICK -VN PID ,0V,CRi iii 5" TRAFFIC, REFER ENTRANCE OI 4- — — Aal .2, RIGASR ism I __-, RUC9 RAFFICIFOR CONCREM DEPTH. EP OF PAVPWNT AT XIS SAVE As JDF OF CT�Aa - ell I . I k . 10. W , WHEN 0,H" RAMP� MIL UTSE� N CC+LUNCWN WITH A SHARED UsE PAT". __� , , , � T"Tt ii, � I DIE MINIM-4A Ili ST4ALL DO TIC INKIIIi OF WIL SIIIAW-0 USE PA'09, , � YL , , " I , I- �1' �4 , , - � r"T � - ` WHEN MY ONIF CURB RAMP !S PRO',,1DFD FORT TWO CR?RSIN,'S UPACQN14J, TYPE C' , , , t, . E, ' IT ', , 11 I I I . 1, , - , I� , . A 4'Y I. All A SHALL , I. PROY,CM TO WWoWl A Rfli PARALLEL & PERPLENDICULAR . � . �' I - I. is , . " ' - ' ' A r - - A. ' - . To TIC CROSSW&K AIMOUT IDW 04TO THE TRAVE,WAY. TRIS 4'x 4' , - � 4ANDINC AREA I INCLUDE THE CUT TER FAR. TRUji'L-MID Sev, ' - ' ' - ' 4 - ' �'4 - ' � 'A ' - A ' , 1 ' ' ' . ' 4 , ' 6 , ' 4 ' ' A ' ' A ' ' I 12, ALL CASES WHERE 'I" PAWS INTERSECT A, RAD& SECI:GN OF . � . � I . _ . � _ I . _ . � CURET AT ENTRANCES Z SlPtET CC T W. DIE EXTtCtA4" ,.— - _ -, . � . � � WAITHINn "FACE SMALL HAVE A IA�C AaUC OR WE FIE0 _517-6-15-0-0, 0 I - - OW N N . If- ACTUREIR 10 MATCH -r-:--- -MWFW,b AS RECOMMENDED BY THE WANUFR , �__Z/- - - - I �, . - , ,,� I � �,�- ____�_�� TIC BACK or CLRD. L 4% 0 U, O, 0 � 0 O O, Q Q Q U - - - ___ - - _,;�, BOTTOM OF THE CLAIR AND -77 '� - __� v , 01 0 0 0 0 0 0 0 0 0 0 0 0 a, � "�' �, LAN D __ M�___ _­.LL L­ . ..... -"--- 6 0 0 . 0 0 G 0 - 0 a 0 0 0 0 0 7 - � �, GUTTER LANO� - RAW + w THIS Ar" MAY DIE TIE AT v PAMOR N" 0 C, 0 0 0 Q O Q U D 0 0 Q 0 Q 1� . W�7. LM TO %MTWM%0 UAI�­ T_ - :� It COM 9)"WISIE �, v 0 0 Q 0 UI 0 v - a 0 U 0 j 0 THIE OPT" OF MR ON, mpamr=54 ,.� Q Q Q Q Q Q, 0 0 Q, Q Q 0 0 0 �,_ 11 EOX-659 OF BASE DIMEIFIR [ ,,_ ��­_'-_'-�, TOF OAWTM 0 0 0 0 0 0 0 " 0 D 0 0 0 0 2J ,'IltkllMft I'll, L , ; RACA I - - - 1�7z::z:__1I ,k"43-Y, VIC I ki f a _-, - SEP NOTE 12, ______j 1--,--------,-Z-UL-,,P,—",..ii-,-, RAMP -c- 1 TRUNCATED DOME DETECTABLE WARNING Aj) INSTALLED ON A RKjS DETAIL UETI AIL \VD= --- I SR �,TCAT NVMT V=r "WIM010" -12 DETECTABLE WARNING SURFACEFEq,KE WMI " BROW NOMADS R" AM BRIDGE STAPOOM COMBINATION 4" CURB AND GUTTER ROAD ANO wl%*� sINNOMUS cc R54C4N1A DATE .IT 1 or I SHEET t OF w SHEET I OF 5 1 THEIRSION DATE (GENERAL NOTES) 11S - - 1OW1 VLO4 — WROI DEPART111WIT Or TRANSMAOTAWN WIT 1i I Ulf'. VIRCINA DISPARTIOENT OF 7TRANSPeRTATION 1 �502 - I CR-2,2A F­i, _O I I x 27Y4" MIN - 28Y4" MAX RAIL HEIGHT E ,'i I a v ` - I �Y-114' I S`B�_ 11, , I a - TJ/z­ � " - f,?,, I �_=._ __ )( �� ­­­­­­ x � W*_77117: I I 1 1 1 1 EIS I II I I[ 1 [ T I I j i I 1 I I I 1 11-1 � I _j _1 - - CAR-2 GR-2A 16'.1' POST SPArWD 01.T/l- PCs- sPAC.,w MA;{OeNAMTC CFrLECTKV4 - 3' VAX DYNAMIC CEFLECTION - 2 NOTES' ­­ GUMRDRAIL T CCATT)N5 SPO N ON FT,ARS AM- APPRaXii IF ONLY AM CM BE AD&JSTWED DI CONSIMACT'DIN IF AND �T - ­ 0, S netul V9 Hy THE FTICINVER, . OR 1 10i A� CIR-2A VPT�00 . rPTOI`AL ri-2A NFTTIOD E SHEET NO, 80I NNE13 MAL ON LTA" OF P051 I OCIA41-S OF Fit AND OLOCKOU"IS BE USTNC TED Rk� URINN' A00111ONAL FOR PETALS DIE RAIL E-EVERT,RAL SPUM ,�,,WTIAG ASSOCIATED HARDWW SEE SHE- , Y0,EN NESTED EiA1. DO ADDITIONAL I'FI,,L IS PLACED Ok RACR Or MST , ". ft,k)i ARE fUTEYk%HRr) SHOW MI pOR 1I FOR O1,2A 71�--_ POST SPACNO ATLL DO O',3" RETYIZEN 5 FEET AND sO FEET. ALL CQkqVqA% POSTS RFA�L BE $ET PLVM01 F,Wr Sty A. NOT aF, D�f VPTLI A VAR) Pt OF MCRE THAN 1�111 PER 1,007 FRIM VER Tick, w MM. Pti ow FOOT. evi4i'l. Cr SIFF MID AL)ONED MHETuT AL WRATION OR FUlACF, AS P,R SLC7TUH 505 of TIC SPEOFiCA"ONS. lLF CA-2 APO CR,2A, RNA. E,AkL BE ONWALWO AT A j,Eji OR u7y, ', V,N - sflyi­ MAX AS UFASURfTT PFR :STANDARD OWNS. Al W-BFMA RATS SHALL P.E. LAPPED N THE 04LECTION OF VPF�,ULAR TRAVEL FER Th- FINISHED ROADWAY, IvIrz 0"'ONAL GR12 , A WFITTOOS OF NESTING THE RAIL OR Lli OF AN APPiTION& RAE ON THE BACK OF Tj POST FOR STANDARD UTF2A SLALL OF APPROVE- BY TiIr ENGINEER PRIOR TO INSTALLATCii ____FEW- ------FEW- RAPES OtSTION sp6'D I I Fi . , I S, " ;�,",FTN, WTI " SHY 11-S I 70 91 , M, 15 zi . — flu 0 � a- 2E _L'11 - 30 6.,6 2TI VT . 4 IT - n -.- 5 4 161 tz7i —1 - Oki * l 77-.-I g..f_= - --- i— — SCMI•M'10 F)ARRE'R sys"FUS. N,VOOT A CL or THE CRIGIN& SEALED AM S;11P4ED CIRA'All' A, ON FILE 14 THE CENTRAL. OFFI SPEOCF FER,f`4�21rm I ROAD P14) HIII !3FAINUAROS STANDARD AIL I SHEET IOF 2 1 REV35ICN� DATE (STRONG POST SYSTEM) 505 _ I t'CL ;' I C-8414 VIRGINIA OPPARTIANT OF TRANSPORTATION I -1 I - I_%,j ty'. ,.%" Y(A1101 � � , I 1_ _11� � �'110' DOLT pl Y�" 11OLE, E ' ff_,J__H -�4JT ___ ­�V �6�V-2" TREVED YA * RCE �V - _� . P R.00K OR TREATED PME W Y�, Hoi RECYCLCO MATERIAL, BCOON 09 _-IF - - - , ,I Y, I - RECYCLEC� / VGACY.SrEEL HID t _)1.111 VATZRA, COMMON NAL SFE NO" M 6" WIDE BLOCKOUT FOR USE M04 RELRAIRIW; DAMAGED GUNWRALL ".e I.Ir-, - . CON SICEL SLOCKOUIS, I REATED 7 'ME BLOCK i *' BLOCKOUT FOR MAINTENANCE k!�TIP ,, I Al REPAIR PNI,j PIN I.V-1- �_ IN, [__�] ----- 31, HOLE , - � ;i_, �_� 6x8 WOOD POST *11 I -� -�,e- / " , ,,-, "" 0 i__ S I RONC PIKE OLOCY- POST K a 'WEDS' CLARDIRINI. THE CRT MST 15 PER QSE WITH Tilt A`E 0 - TAIN ARD GO 10 IY,E ,%OR WHERE 4" WIDE BILOCKOUT --h-1 SPEC.0fl2l) BY THE ENGINEER ,N THE ni - eel PLANS� L_#J I DETAIL A i� �1, �11_ — ?�Tjm - POST MAY BE HOT ROLLED OR W�LLTECL E _� -----,T r, _9� GUARDRAIL INSTALLATItON _� I F. ,�'j AUS [ - _11, _vT_w_ - - - SITES REQUIRING LONGER IE . GUARDRAIL POSTS 1;9 " l, I I I 11 � 4 1 T - I N I K --, , I wl". 4,11. ".T I AL, aOLT­�. NUTS, WASHERS, MID OTLCR ii. MA tiO'c"', - ,� - 7 BLOCK CA? a 131TEL ITEMS ARE 10 8E CALVANZED TT REC:� STS Wj FAOQKM)T WAY 'I T '14 PROJ7 , � F ; LIATE RLED �X Z. ALPFRINATE TYPE Fir � , 4 1 . OF INTERCHANGED ON MY FINE ,CT MTH �vri ® � T It I � , ws� , UN TIC RESTA-Cf0l IHAT TIC SML TYPE OF 0 AS i 9 , POST AIRS 13LOCKOUT YOST BE USED ON MY IL IT 11 �_� , S$icxe IfUR Of CLIARDRIVII, A, - a u, I_ " __ � _ , T - TOLE , -�ARDRAIL ELEMENT SPLICE 1P_ - •- N OFTDIRAL , . �� FOR OEiARS OF C_ III TO 7ACILFTATE �� AMF,IK,H^ROWME,,TC.SEF SHEET N=501aii \� k�� CAIVANizNG --\ ------------ I AND L02. ve " - F '��; , )� , - 'i 1�_ - I - 4- DRIVE N ON BOTH SAES MTHN 2,' OF TLC TOP OR 507704 Of OL OCK' Oel AFTER _�_Ilv_ I in HOLES IN POSTS BOLT IS RsTALI.EDL PIC EBRf TS GIRT POST STEEL POST � . -6i I ---- - , IK IS \VD07 SPECIFICATCU A, CCk-y M ORiC-IAL $2ALE0 AND 5*41EE DRAW ON FILE -?N 1IFt CENTRAL OCITM REFERENCE: , ADJACENT IRRIIE1. LANE I ASFVWA PAVE-WiT WOE- L " ------ !-� _F-E OF I-E- I' C.EIT , , Tk1i; `Hwi N "FiUm , I OH,�, PROPOSED i TACK 01A � - I 1 "ONS I ROD 110* ,60T - ASP. ALT LAYERS PROPOSED ASPOALT LAYERS ,*- I - - - - - - - - - - - 111S­ E__L CQW-CIE0 SUCCRAOF —E, - CONSTRUCTION JOINT DETAIL M RZWVF EXISTINiT MPHAX T YMERS TO FiLrS1VG SUjRLIX-X AIYU REP! X'.F W.1H PR PMF,D &SP•'Ak T WLrNHU 1 MERS &\j PROPOSED MiNoNIUM 1 /, ,liCH TFFC9 ASTH&T SURFACE COURSE FREE INDIC to . LIDWAIM 1Z T,UhES. Oft GMAIER AS *.US�3ANT 10 AGITT I< fl U,. FIICKI`k`is W �X'Sltlwl AsF,IAL I LAIW65 AS I`B`7ERNtNED BY CORES (SEE NOTE 3i NOTES: 1. ASPHALT FAVEME4T WVENWO SHAL HAVE A PAVIEWHI CESUit N X-'CORLAWE WITH {,*RENT V001 PRO( , 'D 'EDURES AND HE W0XUjV1E 1Y 1NGRv".R. F. THE FAVEWNT OEsOR FOR ASPFALT PRlEVE4T WIDEWIC S-k;_ MEET OR: EXCEED TLC DEPTHS Mi) TYPES OF THE LAYERS OF IEXYsTI,O PAIiIEMENT. I , I In `D1 IN I 9 AIM �Ljj-�PIRFACF DRANI OF T14 FAISTNn A FRc- -,RD PAVEiii Si _�z Di`FI.591) 11.4 �4; PAVF&Rw nFsIG,q, 3 A WM" CF P TREE �OREG Ei&L BE TAKEN ALONG THE C�T[R OF THE ADi ]PAVEL LMF TO (MERNOW T,IF lYPC VlD) THICINYESS Of I FAVEWNT LAYER5, FIJESE LORIS 51JA_!_ RIF SPACTI) �K) MCK THAN t�043 FEET MARI . - - -E AND, f4EPLACED WITH AN ASPIiALT SURFACE COV:,,Sl 10 VAICH fill 4. THE AL)JACEM TRAVEL LWE SHALL Ut: WILLED A VIWAN DEPTH OF I 4RE I'A I` NOI PAVEMENT WCENINTE SORFAIX OOQRSE�Lft - FSS WM'EO By EMINE01 5, PIE EFIGLA[ER ii REOU S TJ,lC PI DE-I)t OF PFE EY,W,',* PRYLS&TENT TO BE ADJUSTED TO ACIIEVE AN ACf7PTA5,,E FAYEEVEN7 ,,.1055-SLOIE AND EFFECTIVE SURFACE DRKNAGE, 5, EXISTING PAVEMENT WARKNIGS mr, UARKERS WFIRN THE FROnECT L$AJ5 SHALL SE RESTORED qluS_CC- TO PC NIKOYAL Or TH,E EwG;NEVIR. 7. gfl� TRANSV�.R$. �,i,�IEOEN�t�t-'N 514AL� CONFOR4 TO THE RlE,�IRRDANTS OF SZCPC,N 315 OF PHE SPECIP:1-ATiCAS VCLP� T4lAfQi , AT t IT& I - FODT STR� � Ic N AXONDMIrt Z f I, THE wou'ArMck" Ils 1 C rFi !"S, r I 1C Ti -IN LOCA . 14ALL FWED V$i A. Q � 1`�:, I SPCCri`AT"S, — STANDARD 8L,(OCKE0-UU I W-BEAM GUARDRAIL Rom 11.10 RAOSF STANOMOS 1 MAD ARID Wi STANDARDS U1 (STRONG POST SYSTEM, POST AND BLOCKOU'T DETAILS) REVF uw DATE SCET 2 OF 2 1 SHEET �'OF I OF DATE zw S05 VIRGINIA DEPARTMENT OF TRANSPORTATCH GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH I Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS 077-IERMSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS /11. 9. ALL EXCAVAT70N FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF 7HE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON ME7HODS OF THIS PROJECT 2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EA SEMEN T OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE PA VEMEN ' T 1. AN AC7FUAL COPY OF 77-IE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 774E PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 774E MATERIAL MEETS REQUIRED GRADAMON FOR TYPE /, //, OR N 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 INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGUILL REQUIREMENT WILL APPLY 5. THE US OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MfUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE 7REA TA41EN T IS APPLIED. 7 PRIME (COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-25(0 9 0.3 GAL./SQ. YO.). 8 BITUM11WOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR 7RAFFIC SAFETY, SHALL NOT BE PERMITTED W774IN THE RIGHT OF WAY, ONLY THOSE STRUCTURES SPECIFICALLY A U THORIZED BY PERMIT ISSUED BY VIRGINIA DEPA R TMEN T OF IRA Ai TA 77ON I Y BE L OCA TED WITHIN THE STREETS RIGHT OF WAY, DRAINAGE' 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMU)M COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4`S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS 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 TRANSPORTAT70N SPECIFICAT70NS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIROMiA SFPMIi OF TRANSPORTATION Sptl:iFCATKIK M I Eli ,F 315 — 711 � �i - , 4" Dia. {rain) Steel Pipe Filled Vliffi 4 - - Cor-11Gto 313' ­­ I - � � � '*. - j Finished - - Grade I , � - � , , ___N_ - - - . I 'J.l--- . - I � - - - I I I . . � , � _Ij - 1. Bollards shall Le spaced L Concrete . not more than 4' cc. , Foot,r � , .. , . 1U3 . � not 11 , 2. Bollards shall be located, f"If", - . I/- less that Tfrom the protected. , - , A I - - object. � I - - .1 - I . I . � — , . - Ln�"Llll Typical Bollard IDetail Concrete Bumper Block - Convft: 4,OW P.S.t, VibraWd :Reinforcing 2 #4 Rebars, 1.5' from bottom" 72" long, 5" high, 4" wide top, 7&pot wide bottom - (Nat dFawn to scale) 144"I IL 12" -=,j 14- 121, -11 3A" holes i i� / LA 6I." 1 --- ---- - I. ------------_- -----,,---__,______ 1,� I I-' 7­-I " - - I - RAIL POSTS 4' O.C. — FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH TOP OF RAILING \, STRUCTURAL ENGINEERING POST CONC. FOOTER MIN. TOP OF WALL PLANS SEPARATELY. 42" SITE GRADE RAILI F 1.� I I I -.1 , I . . � i,I� ­'� 1�_n . . L . � 1. — � ,i — SITE " , — WALL . 1. : I � T 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL GAP SURFACEAT WALKING SHALL BE I A MIN. OF 3'-6" IN HEIGHT. NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. 1 Y8" x 0.70" ALUMINUM PUREST GREEN TOP RAILING (TYP.) I %" SQUARE FOREST) \ TOP OF RETAINING WALL. IF A 4" MAX. GREEN ALUMINUM 1" SQUARE FOREST GREEN GAP PICKET (TYP.) ALUMINUM SIDE WALLS NOTES: (TYP.) 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE THAN 30" IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. SEGMENTAL BLOCK WALL IS USED IT 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. SHALL INCLUDE A GEO-TECH. 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. REINFORCEMENT. FENCE POSTS SHALL 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. PENETRATE 1ST LAYER OF CEO -GRID. 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350+lbs AT A MINIMUM. 6. ALUMINUM ALLOY SHALL WITHSTAND A MINIMUM PRESSURE OF 35,000psi THROUGHOUT 7. PICKET SPACING SHALL BE 3 %" WIDE. 8. CONTRACTOR MAY ELECT TO INSTALL A SIMILAR FENCE PROVIDED IT MEETS ALL CURRENT COUNTY, STATE, & INTERNATIONAL BUILDING CODE REGULATIONS AND GUIDELINES. LL SDZ7 6yff,FJf,4.r10 OF .RFr,41jV1jVY NrAR,41L .r,41L NOT TO SCALE 20'-8" 1'-0" (TYP.) . 1 18'-0" INTERIOR STEEL BOLLARD, TYPICAL. � I 0" � 0 � 0: 5 I- 0. .4 � ? ;T I I "I .1 .1, . - (TYP.) Q� J 9 10 DO I I1 " III II. - �I. 0 ;Zl'-O"F/q -CA �TYP . 1. 0--6 FIC-ENCQSURE (TYP.) 1 1 I4 O'-10 BRICK ENCLOSURE TR) �a ZBRICK ENCLOSURE TO MATCH 1 I - j� z , I PROPOSED BUILDING (8- WIDTH X . " Q5 2'-0" A I , ; " :� I �� - I 1. I I I ! 1� 7'-O- HEIGHT) JA , � 4. . I EXTERIOR STEEL BOLLARD (TYP.) 45* CHAMFER-' DUMPSTER GATE DETAIL —LA POUT NOTE. BROOM FINISH 6"x6" W2.1xW2.1 WELDED 2" _ )L WIRE REINFORCEMENT ___ _ _ _IIII(W F- = _ TT 7" CLASS AJ CONC. I . I I 1.I ,��� , '.I Ii Ix t 7"21TNOE / ..- - , --COMPACTED SUBBASE DETAIL - CONCRETE DUMPS7ER PAD N07F : CONTRACTOR TO VERIFY WITH ON -SITE GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. CIL GA 7E PIN I 1X6X6 7MLAItL) BOARDS BOLTED TO IRON FRAME / 0, - - - — : _1� _� i z \1:1 t :;i (ZI ::::: � : :::: E�; \ � � \ i ��: I I ; � ::: Ili � 11 / \ 1. /I . ��i � ,(Z) I iI ,� : � N i��i ;: � x � ��.: ... : \ � :: I : � "' !!!�:�:� - � I � : I., " I I :: - I , I: : � - -_ - � � . .7 . - �.. ..- . N�.. .­__ _,� ----- �_ ____ - , , - - _______ - - "__ - __ A ::�: , - .: � . : ", .- :- !,..w : - , - _,_ - __ . _ - __ �. N : 1 , :: .4, - � � . P, 1. , / CANE BOOT-1 22 6 (TYPICAL) x 1/1 �: ,.... ���: .� i I I., i4 � � . ;;::.:.; . _� 0 � i , , - . �.., j 7TT1 � . L I ANGLE IRON -_ FRAME (TYP.) DETAIL - DUA4PS7ER GA 7E EXTERIOR STEEL BOLLARD (TYPICAL) DETAIL - DUMPSTER AREA NOT TO SCALE - I I "i ,1111 I N , , � 0 , N1 01 '10 , I. I,% �� , �, 1\:1_1N' " j,"', T, $ 11 I NIV'�`­ ; IN " ,, N I �� ,�4�, ��y I �, 'Xi � 11 I 1 �"'�`-` hg��,,,i_ 1, 4 I k'� ,� I - "", , �1, " �' I I ,� . , E , � I � I- N �iA lj/t­ , ,01� I � I I - , , " � " , i - � ,� � 11 �i .. ;f . -,z�7 'T I,�Jll I s � , L � TA,1`11(T,� __ - V � H ., IT I- �� - K 411�44�_' , It " �,� � I �� , "ITI 1w I , �, , , , I "Ill I , . I j­jT,­k, , , 1'ki 2�-�.,-v, " ;"/" 01" ,, , .. j , 1 )4)jlv 1 � , E �\, , ��' " I [ r I - I �1 S 11 ��F __-, I \ �, �\", f ­111 " - 2; 2_�- ', 11 41! � � I , I 1� - "I \ , V, , I , , I " I , �1� , t , ,-,- ,� V 1� P ­ ,IvrL , , �]_R, 11 4 Al ...... `a<�\�I,- � - I TQ1 -;­,"N�((, ,- - _-A,'\,,� -�, -,�j�'-�",U ",I ",, , )IF PFN(1[_ i r-1, I_ ", ___­� �\, ""i " , I , f /,�/_,-`­-P­� ��",4,�: ­- - �\" �j ,, - , �S,11 i �., l' , ; " �, - ,, �,, \\ �,/ ­ , , ". I -, - , � , - -, V ,�i/ I " , , . . , �� � PIP ['Y�:!tz��,, I=r� 9'e � I/ , ,� � , ", ,_ 11 11 I- ��,; ­,\4 0,/ I 11�111� - I 1_' — :�- -,_;,�', - P, .111, 1. , , , , - -- _ . ,E ;�� P, !�, � i � lq�AM __ , T, -, v-, � -r,H I �,K,,.N� I i I , _��­ Z��,, ,`t � 111-1 -- ---- :��, - I - , ��,I'i I'l, - " ,4 . � � " ,�O' ,-, �-,�,4� 0,, i --, ­,".j I' �,- � ,It, , "F,WkA, -- 'T'1 111'11,'1!,4 I , �, T- T, " T� 11ill 11 I ; 1, � ��, - , ; Ill I E I -,ijT-i i11 0 I I . , I II I I t � 1 1 � 4 I i II i. . I l IIIIIII� � I 11 ii ,,, I - �, 1 I' diIII ; 1 � i 1i i, lj 1 � Li i ily , i , ` $ � , ii 11 ! �,j ! T I i i I I ijL�� LI; I ,,;/ � t I , I I I I I I I I ­_�� I - I "I p,'I-" _�� , �-- , � , 1�111 11 I It I W .1 1�', K,1 ,--- z I , - , . _�, , I i " , ��, � - POAPD `�EN(,'.E Z� iN'l I i - I 4.1 . ", , t) -, I - : �,__ - -' .11 ,,- III N�L i __ - " 11# �, L, r, I I I � I I C(A�D FiF ,E - 11 141 i --- - �, I � I � �14 . 1k 11 , " �l.� I �� - - -1 .... i�,,� i , - ,It � ' , ,,� I _YI 11 . 11. t CORRECT METHODS OF TREE FENCING " '� I', - i "I � �11 i ,� I I I � , -, "I L I , I I, - �­------- - ,_Iir� -,- ,, `11'T­C'IIII, I - I , & ,-- � I " , , 1� L ',.,A. � J, 1 l, I 'I ��z ... 11 ,", b4 , 7�___<S -1 I, - ,�, I ­1 F, ,- I I , , , --� -- , - , I - i �A 21i � - _1 , - , I v I - I � I / l ,r� I , -1 ''. , I'. , ,,-,, � I'll I - -11 ­',� - , , , I I � [],! i 'A ,4 I I � � I. I � 1 � 1� 4 �_u I L"� I,- I I � 1 ,� I -, t" �,," A � '56 `F, , \,--- � �!,'J,,�j ;� Uil '� ",;w, -, � 'o 411'w--?- ft , 19 I � , � " � ,�X,ON4�7*44� " IAIAQI'h"� J - , �, , TRIANGULAR BOARD FENCE CORRECT TRUNK, ARMORING Gt2 TREE PROTECTION AND PRESERVATION FENCING ,-,,, DETAIL. N.T.S.KT NOTE: CONCRETE SHALL BE 3000 psi AT 28 1.5" SM-9.5A DAYS OR STRONGER. SURFACE '���,..-.-.-.....,.,.,-..'�-,lI I COURSE .1 11-I!.. ..!.T - '­llmml ;-1.11-il-I �l ,­1ilItti!'�ml 111HIHIT, I - 5' MIN. I -11 I - , �­ k ", F)-- �' ", I, t - ,,,, , ,- , I ,- , ,1-­__ ­­, , ,_ (VARIABLE WIDTH) 2" IM-19,,-�`�C�J��4") I ��, If , " I I-, , " , < ,--�, F_ ,�,('' I � 4" CONC � ,."-�i-,�,7�,�,�,��,,-.(--��- - - -, - _'_), I-- " rc _� � � --C __\ ��, 1-b . � 11 ­­ I "11 '" \, -, ... . . . 4 . �'A ­ �­ �11'­­ . .� I . � . 1 8" COMPACTED— . � " , , I .. '. ... .I 4 . . ,\N . .. � � \ . .. ,. . I I I .1 � . . . . . .,� ...... ... / ­ � . �'­ I - , , - -- - , < "I, , ,--.- I � - / , 21 A .1 COURSE, VDOT #Z- �__, 11 4" 21-A STONE BASE"� \, � COMPACTED SUBGRADE CONCRETE SIDEWALK (NO SCALE) DRIVE AISLE PAVEMENT (NO SCALE) LIGHT DUTY PAVEMENT 1" SM-9.5A 1- ol - ­­­.­ - _., 1, - %:­ �1 , - I - :��%­­ . 2" SM-9.5A - I.. I—. ... ­­. 412-1-1. I—. I � 1SURFACE CO R E1- � ­­ .- _­, d.__­_ ,.,���.�,.,.�..�,.''...�.".�''.":,.,.�..,"",,%,.�.�.. . ..I I� ­ 11 1 ..... � 1 _iIi::i_ . I i; ;�-.�i22iiii����:�,���'�i2.iiii�llilI 1'', COURSE 5 4-Ii- ;­Ii� 1, I .1 ii Ilill z­;; .­ 1. 11 .11 � 1.I ��),,,`­ 1111f­)i��,�,"­, _­;I� , �­j, I " ;)�-'� jb,_ " '' �-r�,'_ :-��,(,� ,;��,�'f',G,_',_,) __. j,1j1,;,-i%"1', ',- -I---- �� '6�"- w),, pc", ,� � _�,_ ._� " 11 . _�., -cl-11f - , ,­i_� ------ 4\;4­ , ­ r"-" 14 " , - ,_i_ 2" IM-19.0 `­ . " 3" BM-25 e�u , " "I', , _ `17� __� I (l)� )"-i, � -3t­( C)" 1 11 , , � _� , ")?,-�,,��,)C'�,�_,��,�,�-,) - -�_) dT,.-'�,,� " . SUBBASE COURSE ­(>_ C)'T01) , ,�­ - ") f','dZ� , _­. �-, -, , \C"­Uol�(� , tL I -,";�,,­��­n�1 - _21 - �­ � , � - - --e � 11 �1_ , _� ,� "",� .1 - � I ,-r - ,� , �� � , I - - 1� �� ,�, , j '­�D"_ Z,�"(", �)O(,f��,,,��, �',`-)'C-rK3: ,�i�,-'�' � , )10(,n� � .� c - I ,-A"; - , -.1- ___ . ,�. - I �_ III, � � I , Tc),­"­�v,­�,N�,c�,-,'­ 11 , , , 11 , �,f,( - T"' ?Pz)o - -_,,�, � -4,7 ��,i�- ­)­_,, - k � �'� )" ' f , ' ' - ( , q� -,�F­`,,, - . _� .... ... . 11 ­"11­'­­1"­'­ _' , - , , I'll, -� ',� , , ,//,/.\' � _ \ , I.., 1�,,� . ,.� .\�,,� ,,\ "I', , 8" COMPACTED 1'1�11 - 10" COMPACTED , I ,\�z��­ \ >, /11 I ��/�,,��"/;/�­",�,,,A ,�/ , "' "­ ­,,,X,,­ I ,�,�L, ,'�� , _�­ 1� I 11 I - �,Wx/",'; I I .1 BASEAGGREGATE I �0,�\`,,?,,��,,� E BASE �11 �71 '. Y��,� 11", 11 .- � � Y' " -2, � � ,, " , ­,­­\: " I � --- ,, � el�l �11�1 ,x �� ,- - _�� '11-1111 ,/ - � � I - , " /I .... .. , COURSE, VDOT #21A .1 I ` � / 1��, "I,,,, . . . . . . ACTED COURSE, VDOT #21A 15'11_­ __ ­ - ACTED PARKING SPACE PAVEMENT (NO SCALE) DRIVE AISLE PAVEMENT (NO SCALE) PARKING SPACES HEAVY DUTY PAVEMENT Pavement Design — RF= 1.0 Location ADT 1lCV Design zl,� CBR SSV Dr Surface h a Base b a Sub -base h a Dp ADT ----- - -_ Drive Aisles- heavy.Dtity Pavement 483 5 533 —_ 5 5 12.24 SM-95 2 125 — BM-25 3 2.15 21A 10 0.6 — 16,95 Drive Aisles- Light Duty Pavement I g_ 483 5 533 5 5 121.21 4 SM-9.5 1.5 2.25 - DIM-19�O — ") - 2-25 21A 8 O6 1168 Parking Space Pavement 1 5 - 51 5 5 . 4.07 1 sm-95 1 2.25 IM- 1 9.0 2 2.25 21A 8 0.6 11.55 525 525 Structure Area (Acres) CW t, (Min.) 2 0.11 090 5.0 2-UD 0.35 0.90 5.0 4 0.11 0.90 5.0 6 0.19 0.90 5.0 8 0.26 0.90 5.0 2 AB 1.29 0.90 5.0 4B AB 0.00 0.00 5.0 4 AB 0.00 0.00 5.0 6 AB 0.32 0.75 12.0 8 AB 0.02 0.90 5.0 10 AB 0.03 0.90 5.0 12 AB 0.29 0.51 11.0 14 AB 0.05 0.90 5.0 I i PROFILE SCALES: STR:2 VDOT STD. DI-3B (L=6') / 1,"=5') STA. 2+05.28 y (V) 520 TP= 513.77 1 520 1 =50 (H) - INV IN: 509.50 TO 4 _ INV OUT: 509.40 TO 4-AB I RDPOSED I I / GRADE -- 1 FE Fib __, ', ISTR: 4 VDOT STD, DI-3C (L=6') 515 „ i 2+51.39 530 530 I t_ , - ( 'STA. PROPOSED INV IN 9 g o o s - TP-516.49 i r'`� r \ INV IN: 509.93 TRENCH 1 DRAINl } '4 ; _ 'INV OUT: 509..83 TO 2 {,t..}. 510 ExisTiNG i ,- 1 3 u 510 < 525 ; .. 3E. / 5 25 GRADE , _ - _ _x, f =- - - I PROPOSED STR. 6 MODIFIED PROPOSED INV. IN 519.o6 GRADE VDOT DI-3C (L=12') - 15" CL. III RCP STA. 0+57 - 46.11 LF -. ,. _ TV ® 0.72% I :EXISTING IN 519.14 OUT. 505 _... 505 520 G 520 15 CL. III RCP; _< 39.97 LF SIR_-_ 6 111 5 .- „ � 1( I 0.78% _ _ :j 15�, CL. III RCP 16.63 LF 1 0 0.50% ! , 500 'EX. III :i t l{ t .1 i ., (i �'1. 500 �_ ��.�.��...' S�.) • �'.Vl _. Ij' 515 515 0-) r ;L, ; , ,: L0 UD O- WW O E0 dY- WW W W QD CO O r7 OLcj t L N C9 0 o� � rC f� r0 0 0 Ln u7 L0 WL- WLL_ STR. 4 - ASBUILT 4B STR. 6 - ASBUILT 8 DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION INLET INFORIMATION COMMENTS DIA. (in.) L NGTH* �(ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION 6 DI-3C CG-2 2+05 12 522.21 MODIFIED HT. & IS-1 REQ'D 5 15 16.63 0.50% 519.14 519.06 RCP3 4 DI-3C CG-2 2+53 6 516.49 VDOT STD. IS-1 REQ'D 3 15 47.30 0.70% 509.83 509.50 RCP3 2 DI-313 CG-2 0+57 6 513.77 VDOT STD. IS-1 REQ'D 1 15 139.97 0.78% 509.40 509.09 RCP3 Underdrain 12 197.00 0.50% 510.92 509.93 HDPE 8 DI-3C CG-6 0+05 10 512.13 VDOT STD. IS-1 REQ'D 7 1 15 43.50 0.51 % 508.09 507.87 RCP3 515 515 EXISTIN GRADE PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe w o v P - L o O (u 0 U w 2 (n m E m o ci77 O O Q) rn m U > 0_ (n E o o o 0 Q Q v m o > > E o F_ a) (B - > E U) W Q U U U I - C1 CI J (n IL > u Pipe run: 6 - ASBUILT 8 150 6 8 AB 0.19 0.9� 0.171 0.171 5.00 6.6 7 1.14 1.14 519.14 519.06 16.6 0.01 0.0 15 4.57 3.09 0.09 Pipe run: 4 - ASBUILT 4 4 2 0.11 0.9 0.099 0.099 5.00 6.67 0.66 0.66 509.83 509.50 47.3 0.01 0.0070 15 5.40 2.94 0.27 2 4 AB 0.11 0.90 0.099 0.513 5.86 6.39 0.63 3.28 509.40 509.09 40.0 0.01 0.0 �78 15 5.71 4.80 0.14 Pipe run: Existing Capacity Check- ASBUILT 12 - SWIIII FACILITY 12 AB 10 AB 0.29 0.5 0.148 0.148 11.00 5.18 0.77 0.77 520.92 519.95 40.9 0.01 0.Od37 15 9.95 4.68 0.15 10 AB 8 AB 0.03 0.90 0.027 0.175 11.15 5.15 0.14 0.90 519.66 519.01 169.5 0.01 0.0038 15 4.00 2.62 1.08 8 AB 6 AB 0.02 0.90 0.018 0.364 12.22 4.96 0.09 1.81 518.96 518.34 37.8 0.01 0.0 64 15 8.28 5.33 0.12 6 AB 4 AB 0.32 0.7 0.240 0,604 12.34 4.94 1.19 2.99 518.20 507.68 278.4 0.01 0.0378 15 12.56 8,36 0.55 4 AB 4B AB 0.00 0.0' 0.000 1.396 12.90 4.85 0.00 6.78 507.40 503.17 162.4 0.01 0.0760 15 10.42 9.00 0.30 4B AB 2 AB 0.00 0.00 0.000 1.396 13.20 4.81 0.00 6.78 501.30 497.59 25.6 0.01 0.1 47 15 24.57 16.88 0.03 2 AB SWM 1.29 0.90 1.161 2.557 13.22 4.80 5.58 12.28 496.27 494.56 39.4 0.01 0.0420 15 13.24 12.25 0.05 Pipe run: Trench Drain - 2 I 2-UD 2 0.35 0.9 0.315 0.315 5.00 6.67 2.10 2.10 510.92 509.93 197.0 0.01 0.0050 12 2.73 3.82 0.86 Pipe run: Str. 8 - ASBUILT 4 8 14 AB 0.26 0.90 0.234 0.234 5.00 6.67 1.56 1.56 508.09 507.87 43.5 0.01 0.0651 15 4.61 3.39 0.21 14 AB 4 AB 0.05 0.9Q 0,045 0.279 5.21 6.60 0.30 1_84 507.69 507.51 29.8 0.01 O.OQ60 15 5.02 1 3.74 0.13 l k' . 'Id R (6" PVC TO BE REMOVED) ROPOSED INV IN 507.87 (15" RCP III) i (15" CONC. TO REMAIN) 0+00 0+50 STR. 8- ASBUILT I4 PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER ANY W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/LAND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED AT ALL LOCATIONS. 4. ALL ROADWAY & PARKING LOT EMBANKMENT MATERIAL SHALL CONSISTPREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 S. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAYS/PARKING LOTS, CURB & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE PARKING LOT. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 6. PROPOSED STORM SEWER SHOWN IS CL. III RCP, UNLESS OTHERWISE NOTED. CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE RCP FROM THEIR APPROVED LIST PROVIDED ALL PIPE, PIPE BEDDING, BACKFILL AND INSTALLATION IS IN ACCORDANCE WITH THE CURRENT VDOT STANDARDS. ANY PIPE MATERIAL PROPOSED TO BE CL. IV RCP SHALL NOT BE SUBSTITUTED WITH ANOTHER PIPE MATERIAL. 7. WHERE CONNECTIONS ARE PROPOSED TO EXISTING DROP INLETS AND U71LITIES, THE CONTRACTOR SHALL FIELD FIT THE STRUCTURES TO ENSURE WATERPROOF CONNECTIONS ARE MADE. IF FOUND DURING CONSTRUCTION THAT THE EXISTING STRUCTURES CANNOT BE PRESERVED, THEN NEW STRUCTURES SHALL BE INSTALLED. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet LO N o LO �p N g 0- O " O C _ _2 Q 6) N v O Z� .� U)i -6_ O O 0 O _ (U N U > O (6 1? ' O 6 O �s U N -O N sZ 5 iD G' _ (6 O N O (U (6 -p N N i 0 Y E a > Q U 0 6 c� Un Un ? U) U) I ui o RT 0.05 0.90 0.045 0.18 0.00 0.18 0.t0390 0.0500 2.0 0.0500 1.0000 1.53 1.00 LT 0.06 0.90 0.054 0.22 0.00 0.22 0.0230 0.0500 1 2.0 OA 00 1.0000 1.81 1.00 STR 2 DI-313 6.0 combined flow 0.4 1 1 0.07 0.149 1.37 all 0.11 0.90 0.099 1 0.40 0.0290 0.0400 2.0 0.0400 1.0000 2.50 0.98 I STIR 4 DI-3C 6.0 combined flow 0A 0.09 0.205 2.34 all 0.11 1 0.90 1 0.099 0.40 0.00 0.40 0.00090 0.0100 2.0 0.011100 1.0000 7.41 0.56 I STR 6 DI-3C 112.0 combined flow 0.4 1 0.06 0.129 5.90 RT 0.23 0.90 0.207 1 0.83 0.00 0.83 0.0085 0. 2260 2.0 1 0.0260 1.0000 5.44 0.71 LT 0.03 0.90 0.027 1 0,11 0.00 0.11 1 0.0085 1 0.0260 2.0 0. 661 1.0000 2,53 1 0.98 STR 8 DI-3C 1 10.0 combined flow 0.9 0.10 1 0.210 3.71 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 0- (u Q o 0 u7 O O s .m (U ` v = 0 Q o ° o 0 a N 0 0 0 3 Q1 (B 5 c U o C �' 0 O N Q a) iT N J F O O (6 Zi N N O (D (0 p) X s? 23 2 Y i U co 0 0 m o 0 n ,�- o Q m d > Q ti U t3 C1 O U) co 'S co F W RT 1 0.0 5 0 90 0 045 0.29 0.00 0.29 0.0)390PO 0 0500 2 .0 0 0500 1.0000 1.84 1.00 LT 0.06 0.90 0.054 0.35 0.00 0.35 0.0)230.0500 20 0.0500 1.0000 2,17 1.00 STR 2 DI-313 6.0 combined flow 0.6 j 0.09 0.207 1.89 all 0.11 0.90 1 0.099 0.64 0.00 0.64 0.0290 0.0400 2.0 0.0400 1.0000 3.00 0.94 STR 4 DI-3C 6.0 combined flow 0.6 0.13 0.283 3.24 all 0.11 0.90 0.099 0.64 0.00 0.64 0.0090 0.0100 2.0 0.0100 1.0000 8.89 0.48 STR 6 DI-3C 12.0 combined flow 0.6 0.08 0.178 1 8.16 RT 1 0.23 1 0.90 0.207 1.35 0.00 1.35 0.0085 0.0260 2.0 0.0260 1 1.0000 6.52 0.63 LT 1 0.03 1 0.90 0.027 0.18 0.00 0.18 0.0085 0.0260 2.0 0.0 60 1 1.0000 3.04 0.93 STR 8 DI-3C 10.0 combined flowl 1.5 0.13 0.291 5.12 Delsin Year: 10 Proiect: CMA-Ph II j 1ob #: 14210I PrP1111rod hv. R(;A nI: I LuLlCf S1':YI H)N 1117.L-'7 WA I I K; 11KPACE E:1.IN D Q ZW I S' I FE V � 11 Q' � V.-.._ ( 1 I IUM 110NILOSS V.-.; V ! g EI aN(il.E" --11, � II 1.3 EI 511-........ I FINAL t1 NI I T W �IEA SUttraceELEV- rl\d E.I.rV 508.51 29.80 15 1.84 0.001 0.02 3.7 0.1 14 AB 1 1.6 3.4 5. 0.2 0.061 94 0.12502 024 0.31 0.16 0.18 508.69 51. 1.77 508.87 43.50 15 1.56 0.001 0.03 3.4 0.10 8 1 0.00 103 0 0.04 0.06 0.03 0.05 508.92 512.13 510.73 197.00 12 2.10 0.003 0.58 3.8 0.1 2-UD 123 0 0.06 0.07 N/A 0.66 511.39 5 12.2 5 495.56 3935F15 12.28 0.036 1.42 12.2 0.62 AB 6.8 16.9 114 4.4 1.55 0 0 2.13 2.77 1.38 2.81 498.37 506.78 498.59 25.64 6.78 0.011 0.28 16.9 1.1 4B AB 6.8 9.0 61 1.3 0.44 90 0.88121 2.43 3.16 1.58 1.86 1 500.45 506.91 504.17 162.42 15 6.78 0.011 1.79 9.0 0.3 4 AB 3.0 8.4 2 1.1 0.38 126 0.76004 1.45 1.89 0.95 2.73 506.90 511.88 508.68 278.40 15 2.99 0,002 0.59 8.4 0.3 6 AB 1 1.8 5.3 9.6 0.4 0.15 98 0.30884 0.73 0.96 0.48 1.07 509.75 522.47 519.34 37.75 15 1.81 0.001 0.03 5.3 0.1 8 AB 1.1 3.1 3.5 0.1 0.05 113 0.1038 0.27 0.35 0.17 0.20 519.54 524.46 520.01 169.46 15 0.90 0.000 0.03 2.6 0.10 10 AB 0.8 4.7 3.6 0.3 0.12 165 0.2382 0.38 0.50 0.25 0.28 520.29 524.20 520.95 40.90 15 0.77 0.000 0.01 4.7 0.1 12 AB I 1 10.00 100 0 0.09 0.11 0.06 0.06 521.01 524.98 510.09 39.97 15 3.28 0.003 0.10 4.8 0.1 2 1 2.1 3.8 0.2 0.08 131 0.15861 0.33 0.43 0 21 0.32 510.41 513.77 510.50 1 47.30 15 0.66 0.000 0.00 2.9 0.0 4 0.00 172 0 0.03 0.04 0.02 0.03 510.53 516.49 1 520.06 16.63 15 1.14 0.000 0.01 3.1 0.(0 6 0.001 90 1 0 0.04 0.05 0.02 0.03 520.09 522.21 �TH 0 O SCOTT R. 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ECOTCANDLES au"— 10' Fs1Trs, HEIGHT PoD�ttn�f Dfl'�19 � Aq ', aa° an a tadunnn Fs ', a a e 1a 7s sr 1a' is' ia4z„ 19': 20.0 9:0 , 3,i 1�j 7.1 ''D 9.a 1R' 114,E 111.➢ 1 4.1 12,1 a H E H II htin g fa GAS rPea� P.�C�a Cingl rap Wing, YyPsIS '.. gGiV +1ald u�rs 'E;r ii^]n18 I Maa•ligavatua JftV gpg�gu az 1 OVA 7s-,rm'2uii' _wSsqm,+nG, 012'11 TH o SCOTT R. COLLINS'Z U Lic. No. 035791,E t!1 LLI O U 0 _ Z u uj =) J !0 ® ui J y� Lu LL! H H H m Lu Lu L w Lu Lu Ce !JJ a 7 Hu I z w U) z J O C) O G= Y) O U N -ram, rn U) Q x N cU U L ° 0 U C O U O T) ln C O U O U O -N N a, O t. LuN N O O 0 N U Q uj2 T 5= ° O N 7 aJ 9 O CL 7) uj 06 L ° n. 0 CD z uj 2 U 7 O a) _ N 0 ° E ujz Poll W W z z W U7 z J J O v 0 T 0- 0 Q ° > U x x t m Lu p I— m Lu I-- a�i fl W E Lu x U -n JOB NO. 0 0 142103,,:..o m V) SCALE ° 7D ° SHEET NO. Q U N t Alrrki Am" a 9 2T I I* 11; 57: 0+00 1+00 2+00 3+00 4+00 SITE SECTION #1 GRAPHIC SCALE \ \ S+00 b+oo GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 0+00 1+00 2+00 3+00 SITE SECTION #3 W(NW)=491.,58' INV(W) 488.1T' INV(SY 488.24 j 4+00 200 75 57: 550 i 1 OFF -SITE EXISTING VEGETATION _. PROPOSED EVERGREEN TREES _ 550 OF SIGHT ,.-------- ---- — -- 525 --_� ------ _—_ --------LINE PROPOSED _. .... 525 — — — — — — — — — BUILDING 500 — _ — — — — 500 EXISTING GRADE j PROPOSED SHRUB PROPOSED GRADE 475 475 M Cl N O O �O O p � rl L ur, V) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SITE SECTION #z 5+00 (:Al'�_ TH 0� ' SCOTT R. COLLINS'� ,U Lic. No. 035791 � SS ���� z I CNAL V'� of w z N 0 Q U) U) Q C �� Z Z oca Z J a- O O a- (n ti Q H 00 E W C� Q 6 Q O > W O WU Ce -V� U 0 U i O 0 C 6 C O LLJ Q r 4 C 0 U O N E O C LuO U U � (Y) /Y N 4.11 N O N lummm CYy) 6 N C O Q 7 0- C) C O w CN O N N U W < N -N �i�i]' E 1.1. � O C — t Ir� ,� O U) z O V! W 0 L a a Q 0 O _iJZ W U-) Q) 0 r 0 v) O o U U W 9..1� O d N W Lu N LLJ O ) [ v l 0 O L C m 6 C Z W W W Z z {) CL W z JLu o 0 T Q _J 0 Q Q) 73 73 0 C) U X N W 0 o u J ~ N In 11 Lu W Ui U _0 JOB NO. 142103 In SCALE AS SHOWN 0 03il.'VM91[*1 100 9 IUD t—