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HomeMy WebLinkAboutWPO201500026 Plan - VSMP Road Plan and Comps. 2017-04-05U c m 0 0 0 0 L O x I E 0 + a + 0 IZ t .3 m 0 0 0 0 a 0 c 0 T E 0 0 a 0 0 F 0 0 0 0 } L + c ID I 10 Q:)I qI ccI 0 -C I v ®1 Q-I o ag (D o L0 I I L '1 C ry V1 I , I I o 0 o �I I I I � Q)I Q:: I 0 3 �1 - , I- I­—j I— - C U w m U) �: 0 " , , Q a 0 LLJ CID Q Lj >- L�J � > ® (t) 0/ 0-1 C/) � T 6�. o d m C m In U II > L m 0 + E + CI 0 0 C m CL U)I IT 0 1) m Dm O �0 0 + FHWA 534 DATA 35028 THIS PROJECT WAS DEVELOPED UTILIZING THE VDOT'S ENGINEERING DESIGN PACKAGE (GEOPAK). No, GEOPAK Computer Identification No. 104655 ALBEMARLE COUNTY OFFICE OF FACILITIES DEVELOPMENT [01 CHESAPEAKE RAY PRESERVATION COMPLIANCE ACHIEVED BY PURCHASING 0.42 LDS. PHOSPHORUS FROM Le Moulln, LLC ON 0211712017 FROV.o 0.,,- IVIO WO OF TO.o 0005 Y/o EO OF STATE LINE ---------------- COUNTY LINE - CITY,TOWN OR VILLAGE RIGHT OF WAY LIFE -- FENCE LINE ----------------- -- ---- - -- ---- - x --x-- UNFENCED PROPERTY LINE - - - _ _ - _ _ _ _ _ _ - - - - - _ ' FENCED PROPERTY LINE _________________ _ x f--x WATERLINE ----------------------------------------------- - - -- SANITARY SEWER LINE -------------------------------- GAS LINE - I c- ELECTRIC UNDERGROUND CABLE - - - - - - - - - - - - - - - - - - - . — -- E TRAVELED WAY -------------------------------------------- GUARD RAIL --- ------- RETAINING WALL --------------------------------------- RAILROADS-------------------------------------------------- EASE OR SURVEY LINE -------------------------------- 0 ofM I OR EMBANKMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ft1041! 111al"11MINIIIIII MIRIIl191,1YLEVEE r61111a91liloliFvnl 1aBIIrnFF9lvlrllgiis8911gm BRIDGES -- ---- ----- ------------ - CULVERTS --- ---- ------ ---- {{ DROP INLET --- - ---- --- ----- -- ------ ---- ---___-� POWER POLES ----------------------------------------------- TELEPHONE OR TELEGRAPH POLES --------------- TELEPHONE OR TELEGRAPH LITOTES --------------- HEDGE-------------------------------------------------------- v TREES-------------------------------------------------------- HEAVY WOODS---------------------------------------------mr� mr>^m GROUND ELEVATION ------------------------------------ DATUM LINE _ GRADE ELEVATION --------------------------------------- DATUM LINEI ROUTE 654 INTO W1 /—/ ROUTE 656 INTO WITH ROUTE 656 ( i—. V TO OLD GARTH RD. . (Route 601) Populatloon Albemarle Cou99./14 (2010 Censuj RE-101, RW-201, C-50 3 Ln C� ISTATEI FEULHAL AIL)I b I Al L SHEET PROJECT ROUTE PROJECT NO. VA. 654 9999m00-R45 / (SEE TABULATION BELOW FOR SECTION NUMBERS) FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA URBAN COLLECTOR- UNDIVIDED -ROLLING -45 MPH MIN, DESIGN SPEED Fr; 0.33 MI. W. OF INT. WITH ROUTE 656 T o: 0.05 MI. E. OF INT. WITH ROUTE 656 (GEORGETOWN RD.) (GEORGETOWN RD.) AD T (2014) 21,000 AD T (2038) 28,000 D H V (2038) 3,000 D (%) (design hour) 55% T (/) (design hour) 2% V (MPH) DESIGN CRITERIA STD. GS-7 (GEORGEI--OVIN RDO) GEORGF / OWIV RDO) ® Cl `V X. I � ® � 5 ... .. .. .. §25q BARRACKS ROAD To cH,gRLOTTESv�L / LE CHD (ROUTE 654) R / �PLTI-I OF _ BRIAN A. U McPETERS LiC. No. 041405 cr Brian A McPeters 2017.03.28 15:53:02-04100' KimlLy-Horn & &Associates, Inc. Richmond, Virginia ROADWAY ENGINEER SCALE 400' 800' STATE PROJECT SECTION FEDERAL AID TYPE UPC EQUALITIES LENGTH INCLUDING BRIDGE(S) LENGTH EXCLUDING BRIDGE(S) BRIDGE PROJECT TYPE DESCRIPTION NO. PROJECT NO. CODE NO. NO. PROJECT _ - FEET FEET MILES FEET MILES PE-101 PENG 104655 1581.77 0.30 1581.77 0.30 NONE PRELIM. ENG Fr: 0.33 MI. W. OF INT, WITH ROUTE 656 (GEORGETOWN RD.) Li To: 0.05 MI. E. OF INT, WITH ROUTE 656 (GEORGETOWN RD.) I RW-201 ROW& 104655 1400.61 0.27 1400.61 0.27 NONE R.O.W. Fr: 0.33 MI. W. OF INT. WITH ROUTE 656 (GEORGETOWN R®.) To: 0.05 MI. E. OF INT. WITH ROUTE 656 (GEORGETOWN RD.) I C-502 1000 104655 1331.72 0.25 1331.72 0.25 NONE CONSTRUCTION Fr: 0.33 MI. W. OF INT. WITH ROUTE 656 (GEORGETOWN R®.) To: 0.09 MI. W. OF INT. WITH ROUTE 656 (GEORGETOWN RD.) C-503 - 1000 104655 250.05 0.05 250.05 0.05 NONE CONSTRUCTION Fr 0.01 MI. E. OF INT. WITH ROUTE 656 (GEORGETOWN R®.) - To: 0.05 MI. E. OF INT, WITH ROUTE 656 (GEORGETOWN RD.) - Project Lengths are based Ol7 ___BARRACKS RD. CONSTR. (ROUTE 654) �...... '"' - - W,k L11=5k TIER I PROJECT LOCALLY ADMINISTERED PROJECTS ----------ALBEMARLE COUNTY NAME OF LOCALITY (SIGNATURE) — NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED) --------------------------------------- RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION 10/07/2015 JACK M. KELSEY, PE DATE ---------- JACK KELSEY,PE - (SIGNATURE) NAME OF RESPONSIBLE LOCALGOVERNMENTOFFICIAL (TYPED) - - - RECOMMENDED FOR APPROVAL FOR CONSTRUCTION ------------------------------ DATE JACK KELSEY,PE APPROVED by the Albemarle County Community Development Department Date q ,/ 1 7 Copyright 2015, Albemarle County rrcuJ�s� I SHEET NO. 9999-002-R45 / J12712017 KARIC-CIVVI,3038 - Albemarle Cry On-ColIV8_8orrocksRd\CADD\REF\Sheets\dIO4655br00l.dgn P R 0 J E C T M AN AG E R: J. ANDERSON-(434) 872-450I -------------------------- SURVEYED BY: NX4-C2/V_5THUCT0 SERVIC_F_S,_/NC.-------__ DESIGN SUPERVISED BY: BRIAN-M-CPETERS PESL<IMLFYJI_0_R-N)_ DESIGNED BY: K1RLEY-dQRY_&_41550CIITES-INS_---__ SUBSURFACE UTILITY BY, DATE: INFRAMAP-CORPORATION____ COUNTY OF ALBEMARLE SHEET NO. DESCRIPTION STATIONS I TITLE SHEET IA LOCATION MAP/ INDEX OF SHEETS 1H(1) THRU /H(2) WATER OUALITY AND OUANTITY DATA SHEETS /i UNDERGROUND UTILITIES TEST HOLE INFORMATION 2(l) THRU 2(2) GENERAL NOTES SHEET 2A TYPICAL SECTIONS 28 E&S CONTROL AND ROADWAY DETAIL SHEET LAM,..���� =w�., e:���>t��,21,�>n:�:�2 ��_��. �.�w�.�.F,�-.:�.I,� LITII;SMAR.,�.�.��..�,__����.�.�.�..._. ,,�� �.; •..��Fz, ..:;t.� ���.. :� .... w��.t• wt�� _._..F�:���:,��._> � .��._����-�1L1���-� �L uSH�€`.T�.�,.�,._�,,� ��.................� , ..t,�.:� .���.����.�_�,.�,.�.M����,.« 3 ROADWAY PLAN SHEET - BARRACKS ROAD - STA.100.00 TO STA.107+00 3A ROADWAY PROFILE SHEET - BARRACKS ROAD - STA.l00*00 TO STA.107.00 38 EROSION AND SEDIMENT CONTROL PLAN - BARRACKS ROAD - ST A /00.00 TO ST A.107V, 0 3C DRIVEWAY PROFILE SHEET 4 ROADWAY PLAN SHEET - BARRACKS ROAD - ST A.107.00 TO ST A.114.50 4A ROADWAY PROFILE SHEET -BARRACKS ROAD - STA.107,,00 TO STA.114.00 4B EROSION AND SEDIMENT CONTROL PLAN - STA /07.00 TO STA.114.25 4C DRIVEWAY PROFILE SHEET 5 ROADWAY PLAN SHEET -BARRACKS ROAD - STA.200.00 TO STA.203.72.35 5A EROSION AND SEDIMENT CONTROL PLAN - STA.200.00 TO STA, 203,,72.35 58 DRIVEWAY PROFILE SHEET 7(l) DRAINAGE DESCRIPTIONS SHEET 7(2) DRAINAGE STRUCTURE DETAILS 7(3) THRU 7(4) STORM SEWER PROFILES Copyright ADC The Map People Permitted Use Number 20912196 �roi F 0 2000' 4000' DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT PAC PLANS -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------d/04655br-ODIh(-.d_ n----------------------------------------------------------------- 3:07:52 PM Plotted By: matt.harrell J E C T N AG E R J _ANDERSON_ (434) 872-450/ VEYE, BY: NXL C0_N_ TdUCTIQN SE-RVICE-5JK.___----_- 1 ` GUPERVISED BY L3f2/AN�I�PETF-f?S PE 1KIbJLFYJlOf2J)_ ED BY:.KW-LF-Y_l10ELV-&-ASSOC-IAT-E5-JbIC.----------QU A 711"ER QUALITY AND A'_�NTI`I` \j'L7 SURFACE UTILITY BY, DATE: INFRAMAP-CORPORATION---- I OUTFALL I OUTFALL 2 � �. AREA I A- SITE: 0.334 AC. .. IMP. COVER PRE: 0.0.38 AC. IMP. COVER POST: 0.2.36 AC. LEGEND DISTURBED AREA - ACREAGE PROP. IMPERVIOUS AREA - ACREAGE APPLICABLE AREA, "A -SITE" ®- - - ®a ®- ® MS-19 CROSS-SECTION LOCATION SCALE 0 50' 100' Y _ _ - -- _._ AREA 2 /r A- SITE: 0.057 AC. / IMP. COVER PR&D.012 SAC>I IMP. COVER POST: O.0,11/AC. CHESAPEAKE BAY PRESERVATION COMPLIANCE ACHIEVED BY REDUCING POLLUTANT LOADING UNDER POST DEVELOPMENT CONDITIONS TO l07. LESS THAN EXISTING CONDITION THROUGH THE PURCHASE OF OFFSITE NUTRIENT CREDITS. CBPA COMPLIANCE PER VSMP SECTION 10.1-603.8 ITEM (B) 5 & VDOT HDA 07-0I.2 OUTFALL I OUTFALL 2 OUTFALL .3 (i) DISTURBED 0.54 ACRES 0.24 ACRES 0.06 ACRES AREA (11) PEAK FLOW 02-PRE = 7.17 CFS 010-PRE = 2.10 CFS 010-PRE = 15.01 CFS RATE FROM 02-POST. = 7.07 CFS 0/0-POST. = 1.80 CFS 010-POST. = 15.05 CFS OUTFALL PEAK DISCHARGE DETAINED DECREASE IN DISCHARGE NEGLIGIBLE INCREASE IN TO LESS THAN EXISTING FROM PROJECT AREA. DISCHARGE FROM ROADWAY PROJECT AREA C I% OF TOTAL DRAINAGE AREA (W) DOWNSTREAM NATURAL CHANNEL V2-PRE = 5.38 FPS MANMADE STORM SEWER MANMADE STORM SEWER CONVEYANCE V2-POST = 5.36 FPS VELOCITIES ARE NON -EROSIVE VELOCITIES ARE NON -EROSIVE DECREASE IN DISCHARGE VELOCITY OUTFALL .3 h�l DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT WATER OUALITY SUMMARY OVERALL SCENARIO A -SITE [AREA] IMPERVIOUS PERVIOUS AREA REMOVAL (AC.) AREA (AC.) (AC.) REQUIRED PRE -DEVELOPMENT 0.391 0.050 0.342 0.42 POST -DEVELOPMENT 0.391 0.267 0.124 AREA 1: Barracks West SCENARIO A -SITE [AREA] (AC.) IMPERVIOUS AREA (AC.) PERVIOUS AREA (AC.) IMPERVIOUS COVER P LOAD (LB/YR) REMOVAL REQUIRED (LB/YR) PRE -DEVELOPMENT 0.334 0.038 0.296 11.3% 0.12 0.41 STATEWIDE AVG, CONDITION 0.334 0.053 0.280 16.0% 0.15 0.38 POST -DEVELOPMENT 0.334 0.236 0.098 70.7% 0.52 1 Situation 2 AREA 2. Georgetown SCENARIO A -SITE [AREA] (AC.) IMPERVIOUS AREA (AC.) PERVIOUS AREA (AC.) IMPERVIOUS COVER P LOAD (LB/YR) REMOVAL REQUIRED (LB/YR) PRE -DEVELOPMENT 0.057 0.012 0.045 21.1% 0.03 0.04 STATLW I DE AVG, CONDITION 0,057 0.009 0.048 16.0% 0.03 0.04 POST -DEVELOPMENT 0.057 0.031 0.027 53.7% 0.07 Situation 3 CHESAPEAKE BAY PRESERVATION COMPLIANCE ACHIEVED BY PURCHASING 0.42 LBS. PHOSPHORUS FROM Le Moulln, LLC ON 0211712017 ------------------- 312 X20J7---------------------------------------------------------------------------------- r001h2.d o------------------------------------------------------------ 3:07:53 PM Plotted By: matt.harrell PROJECT MANAGER: J. ANDERSON_ (4 34) 872-4501 SURVEYED BY: NXLCON5TgUI(TlO-N SERVICE-S,JNC._________ DESIGN SUPERVISED BY: L3RLAN�L�PETEf?SPE 1KIMLEYJ_IORN) DESIGNED BY: KIYLEY_dQRLV &-455QC(gT-ES.,JNC.__________ SUBSURFACE UTILITY BY, DATE: LNFRAMAP_CORPORATLON____ Mf_1 1". 1" 3422119 DATA SHIEd TiEd T MS-I9 ADEQUACY TABLE Adequacy Project Drainage Total Drainage Crass Section, Profile, DA Map, and Discharge Point Outfall Condition Situation Area acre Area Qcapacity Qz Q10 Va Calculations Shown on She at Cross Sections; 1H(2), DA Map and Outfall 1 Nature Irhjnriiel _ 1+, G 0.21 acre 4,91 acre 4.87 cfs 7.07 cfs 9.29 cfs 5.36 ft/s Calculations., see Drainage report Gutfa!! 2 Manmade Storm D- 0.13 acre 0.49 acre 3.84 cfs n/a 1.8 cfs n/a Cross Sections; n/a Sewer System Calculations; see Drainage report g Outfall 3 Manmade Storm A 0.06 acre 6.56 acre 5.06 cfs n/a 15.05 cfs n/a Cross Sections: n/a Sewer Sys tern Calculations: see Drainage report g MS-I9 ADEQUACY CRITERA Adequacy Summary Situation The drainage area from the project atthe discharge point is less than or equal to A one percent (1 )of the total drainage area at the discharge point. Natural channels have been analyzed to demonstrate than (1) the twos -year storm B will not overtop the channel banks and (2) the two-year storm veil I not cause erosion of the channel beds or banks. Pipes and storm sewer systerns Have been D analyzed to determine thatthe ten-year storm will be contained within the system.. The pre -development runoff rate has been G achieved via onsite detention. OUTFALL I DETENTION SUMMARY DETENTION SUMMARY Ciutfall 1, Q (cfs) Condition 2-Year 10-Year 100-Year Pre 7.17 9.55 15.58 Post 7.60 10.14 16.59 Post -retained 7.07 9.29 16.09 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT OUTFALL l a SECT ION I —A 560 :----------------------------------------------- - --------------- -------- ----------10-yr--W-$D-­ 0.67=-------------------------: ___________________R�_ i----------------------- ___________�______ ___-__________i _mil 550====_____________ ______ :__-___- __ __ _ _ _-: = ,, ------------------------------------- 545------------------=------------------ ------------------ -20 0 OUTFALL to SECTION I—B 550 ________________________ ________________ _- -__ ________ - - - -` `- _ l0 qr= WSD oJf�f' 545 �`_--- ------ -20 0 -20 OUTFALL la SECTION I —C 55Q------------------ --- d-.o�<---------------------------__________ r- --— io-yr-WSfJ, -0.� ----___---r— 545;-===______________ ___-------__::: __::: '-_______----__-___-___-__-_-- --------------------------------------_. 540------------------------=------------------------------------------------- -20 0 -20 SCALE 0 10' 20' PAC P R 0 J E C T M AN AG E R : J. ANDERSON (434) 872-450I --------- S U R V E Y E D BY: NXLCQN5TdUCTION 5ERVIC_E5_INC._________ DESIGN SUPERVISED BY: BEIAN MCPETERS. PE -(KI-YLF-Y IQ-F N)- DESIGNED BY: KWJ_EY_11QfUN &-A_55QQAT_ES,JNC.__________ SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION____ f-I I�N,N 1, I.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALBEMARLE COUNTY, COMMONWEALTH OF VIRGINIA, AND VDOT BEFORE BEGINNING CONSTRUCTION. 2. THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. J. THE LOCATION OF EXISTING SEWER, WATER, OR GAS LINES, CONDUITS, OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THESE PLANS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH HIS NEGLIGENCE OR CARELESSNESS. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION PRIOR TO STARTING WORK OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE COUNTY PROJECT MANAGER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL CONTACT MISS UTILITY PHONE NUMBER 811 PRIOR TO THE START OF CONSTRUCTION, 4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE DEPARTMENT PRIOR TO MAKING ANY ADJUSTMENTS TO THE UTILITIES OR WORK WITH -IN THE RIGHT-OF-WAY OR ON COUNTY PROPERTY. 5. ANY DEVIATIONS FROM THE APPROVED PLANS AND/OR STANDARDS AND SPECIFICATIONS MUST BE APPROVED BY THE COUNTY PROJECT MANAGER IN ADVANCE AND IN WRITING. 6. IF A CONFLICT IS FOUND TO EXIST, THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER BEFORE ANY WORK IS STARTED IN ORDER TO COORDINATE THE REMAINDER OF THE WORK TO BE DONE. 7. THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO EXISTING RESIDENCES AND BUSINESSES DURING CONSTRUCTION. WHEN SERVICES ARE TO BE INTERRUPTED FOR CUT -INS, PLUGGING, OR ABANDONMENT ETC. THE CONTRACTOR SHALL PROVIDE THE COUNTY WITH 72 HOURS NOTICE. THE AFFECTED PROPERTY OWNER, RESIDENCE OR BUSINESS SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF SERVICE INTERRUPTIONS BY THE CONTRACTOR. ALL UTILITY SERVICE INTERRUPTIONS SHALL BE KEPT TO AN ABSOLUTE MINIMUM. THE CONTRACTOR SHALL PROVIDE THE COUNTY ENGINEER WITH A DETAILED PLAN AND SCHEDULE FOR SERVICE INTERRUPTIONS A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF SUCH WORK. 8. IN CASE OF EMERGENCIES UTILITY BREAKAGE/CONFLICT CONTACT: ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 434-977-4511 DOMINION POWER I-866-366-4357 CENTURY LINK 1-434-244-0288 RIV ANNA WATER & SEWER AUHORIT Y (RW SA) 1-434-977-2970 LUMOS 1-800-320-6144 CHARLOTTESVILLE GAS 1-434-970-3803 COMCAST 1-800-934-6489 9. IF THE CONTRACTOR WISHES TO WORK DURING EVENING HOURS AND/OR ON SUNDAYS HE MUST FIRST RECEIVE APPROVAL FROM THE COUNTY PROJECT MANAGER. 10. WHERE PROPOSED ENTRANCES AND CURB TIE INTO EXISTING, ELEVATIONS & ALIGNMENTS SHALL BE MATCHED. ll. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING MATCHING MATERIALS AT NO EXPENSE TO THE COUNTY, ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, INCLUDING UTILITY LOCATION MARKS & TRAFFIC LOOPS, ETC.THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION. ALL ASPHALT & CONCRETE SHALL BE SAW CUT. I2: CONTRACTOR SHALL PLACE CONSTRUCTION FENCE AROUND CONSTRUCTION LIMITS OF AREAS OF THE PROJECT CURRENTLY UNDER CONSTRUCTION. P-2 The pavement materials weight will vary in accordance with the specific gravity of the aggregates and the asphaltic content of the mix actually used to secure the design depth. The weight of the asphalt concrete is based on 95% of the theoretic ol maximum density. G-1 The grade line denotes top of finished pavement unless shown otherwise on typical sections or plans. G-4 The cost of removal of all existing concrete and masonry items located in the area to be graded shall be included in the total lump sum bid. G-6 The borrow material for this project shall be a minimum CBR__ 10®®_ or as approved by the Materials Engineer. EROSION AND SEDIMENT CONTROL. (ESC) E-2 Rock for Check Dams, Inlet Protection, Erosion Control Stone and Riprap shall be in accordance with Section 203 and Section 414 of the applicable VDOT Road and Bridge Specifications. E-3 The following symbols are used to depict Erosion Control items in the plan assembly: �- TSF-A Denotes Temporary Silt Fence, St'd EC-5 Type A �co-2 Denotes Rock Check Dam, Type II; St'd EC-4 Denotes Inlet Protection, Type A; St'd EC-6 CH) Denotes Inlet Protection, Type B; St'd EC-6 Ps Denotes Permanent Seeding Ts Denotes Temporary Seeding nnu Denotes Temporary Erosion Control Mulching �R Rip -Rap INCIDENTALS 1-4 All trees located within the Clear Zone or within the limit of the right of way or construction easement, unless otherwise noted on plans or directed by the Engineer, shall be removed, as provided for a Section 301 of the applicable VDOT Road and Bridge Specifications. 1-9 When no centerline alignment is shown for a proposed entrance, the entrance shall be constructed in the some location as the existing entrance. 1-16 The "underground utilities" survey data on this project has been provided by consultant and copies are available from the County. 1-17 For method of constructing Straight -Line Toper Lanes in curb and/or curb and gutter sections, see typical details on Sheet 2A. 1-18 All pavement markings and traffic flow arrows shown on the roadway con- struction plans are schematic only. The actual location and application of pavement markings shall be in accordance with Section 704 of the applicable VDOT Road and Bridge Specifications, MUTCD, sequence of construction/ traffic control plans, pavement marking plan sheets 8(2) thru 8(3) and as directed by the Engineer. The signing and marking shall be considered preliminary until approved by VDOT TE staff in the field. 1-19 The following sources, under contract with Albemarle County, have provided information on this project- Hydraulic Design - Kimley-Horn and Associates, Inc. Roadway Design - Kimley-Horn and Associates, Inc. Utility Design - Kimley-Horn and Associates, Inc. Survey - NXL Construction Services, Inc. Utility Designation - Infromap Corporation If questions or problems arise during construction, please contact the Project Designer. DO NOT CONTACT THE OUTSIDE SOURCES. 1-20 The Official Electronic pdf Version of the plans will override the paper copies or prints of specific layers. Portions of this plan assembly have been CADD generated. To assist in the construction of the project electronic files will be available to the prime contractor after award of the contract. 1-21 All electronic plan assemblies will include the construction plans in two formats: .pdf files and MicroStation format (.dgn) files. Only the pdf files will be considered as part of the official plan assembly. The MicroStation format (.dgn) files are furnished only as information for the contractor. These plans are developed in layers (levels) to aid in readability. However, the construction items may or may not be in the proper layering scheme as described in the VDOT CARD Manual. The MicroStation files will only match the scanned files if all levels are turned on. A MicroStation Software license is required to be able to read these files. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 1 . PRI OR TO ANY CONSTRUCTI ON WI THI N THE EXI STI NG PUBLI C RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VI RGI NIA DEPARTMENT OF TRANSPORTATION (VDOT) . THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REOUI REMENTS OF THE PERMIT GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE I NSTALLED PRI OR TO ANY CLEARI NG OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DI STURBED AREAS ARE TO BE FERTI LI ZED, SEEDED AND MULCHED 5. THE MAXI MUM ALLOWABLE SLOPE I S 20 1 ( HORI ZONTAL: VERTI CAL) . WHERE REASONABLE OBTAINABLE, LESSER SLOPES OF 3a1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RI P-RAP OR STABI LI ZATI ON MAT LI NED DI TCH MAY BE REQUI RED WHEN I N THE OPI NI ON OF THE COUNTY ENGI NEER, OR DESI GNEE, I T I S DEEMED NECESSARY I N ORDER TO STABI LI ZE A DRAINAGE CHANNEL. 7. ALL TRAFFI C CONTROL SI GNS SHALL CONFORM WI TH THE VI RGI NI A MANUAL FOR UNI FORM TRAM C CONTROL DEVI CES 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (26 CFR PART 1 926) ------------------- 3127/2Q17----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---- -------------------------------------------------------------------------------------dJQ4Q556rQ02C2J.d9R---------------------------------------------------- - 3:07:55 PM Plotted By: mott.harrell PROJECT MANAGER: J. ANDERSON_ (34) 872-4501 SURVEYED BY= NXL CON_'TF8UIC_T 0_N_SER-VICES.JNC.________- DESIGN SUPERVISED BY:BRIAN�IBPETEf?S-EE-(KLWLE1'_ DRN) DESIGNED BY:ISIYLEY--IiQRN &A55QC1AT-ES INC._____ SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION____ -N,E�, ll I� l A L N 0 T DRAINAGE RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES D-1 The horizontal location of all drainage structures shown on these plans is approximate only, with the exception of structures showing specific stations, special design bridges and storm sewer systems. D-2 The horizontal location and invert elevations shown for proposed culverts and storm sewer outfall pipes are based on existing survey data and required design criteria. If during construction, it is found that the horizontal location or invert elevations shown on the plans differ significantly from the horizontal location or elevations of the stream or swale In which the culvert or storm sewer outfall pipe is to be placed, the Contractor shall confer with, and get approval from, the applicable Drainage Designer before installing the culvert or storm sewer outfall pipe. D-3 The "H" dimensions shown on plans for drop inlets and junction boxes and the "L.F. " dimensions shown for manholes are for estimating purposes and are based on the proposed invert elevations shown for the structure and the onticipated top (rim) elevation based on existing or proposed finished grade. The actual "H" or "L_F, " dimnsions are to be determined by the contractor from field conditions. D-6 Pipes shall conform to any of the allowable types shown on sheet number 2(2), within the applicable height of cover limitations. For strength, sheet thickness, or class designation; available sizes; height of cover Ilmitotions;and other restrictions for a particular pipe type or height of cover, see the VDOT Road and Bridge Standard PC-1. Structural plate pipe may be substituted for corrugated pipe of the some size, provided the substitution complies with the applicable sections of the VDOT Road and Bridge Standards PC-1. D-10 The proposed riprap may be omitted by the Engineer if the slope designated for placement of riprap is found to be comprised of solid rock or closely consolidated boulders with soundness, size and weight equol to, or exceeding, the specifications for the proposed riprap. D-12 All existing drainage facilities labeled "To Be Abandoned" shall be left in place, backfilled and plugged in accordance with the VDOT Road and Bridge Standard PP-1. D-13 Existing drainage facilities being utilized as a part of the drainage system, and designated on the plans "To Be Cleaned Out" shall be cleaned as directed by the Engineer. The cost incidental to this shall be included in the contract price for other items. D-16 When CG-6 or CG-7 is specified on a radius (such as at a street inter- section), the Engineer may approve a decrease in the cross slope of the gutter to facilitate proper drainage. ALLOWABLE TYPE OF PIPE CULVERT ( UNLESS OTHERWISE SHOWN ON PLANS ) ( SEE ROAD AND BRIDGE STANDARD PC-1 FOR HEIGHT OF COVER LIMITATIONS FOR EACH TYPE ) N W 0 �- F- Q U > a_ %- o o r W D J �- o_ v �W "W W ZW -�� JF-Z w — Z, : �Q W o_ �� 0� �� wQ F-w �QW J Q �� Q1�— O 0 .. .. Qcn Q� JCn < Cn V)�F- - w U _ i = w W Z LOCATION. �C) O� 00 Q1 ��� n O� UwZ _J�-- J� Li Lij JQ w o� w� w�Z N �� %- E— W o' DCD ZD �� F-C� ZF- QU Z1--u QU 0 :D �0 0 D>_ Z�F_ >00 1—0U—(-Dv) wD D (� :�EQ� >-a� ory » »_ <F- Q_ 0 i-WO >�W J Q_ CL } ry J rK O U J0 QU 00 a-U Z0 �U Q� OCn 0U( 0J UQ 0J UQ Omcn n Q_— 00>_ Q OF- 0� OF - ROUTE 654 ✓ ✓ ✓ ✓ 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO THE INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND TFIE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ALLOWABLE TYPE OF STORM SEWER PIPE (UNLESS OTHERWISE SHOWN ON PLANS ) ( SEE ROAD AND BRIDGE STANDARD PC-1 FOR HEIGHT OF COVER LIMITATIONS FOR EACH TYPE ) CC W � O O O LOCATION z o f o m �' UJQ LQ Qm QLU aW 0 O QLQ W Q� ~ Q W W O W J W � U) 4J �(j v� Ov OW O W z IW LQ QUO U U �V) �Q U W O Q O U WSJ J Z W W �� �WO Z 0C1 �UJ 0 E` � Z: O cc J O I JE` J 00 1Q� Z� 00vn J J0:1z� O—U) O o U U <C W <L � U W U Q W W CL ROUTE 654 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER & SERVICE CONDITIONS (1) Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be responsible for notifying the proper Service Authority officials at the start of the work. (2) The location of existing utilities across the line of the proposed work are not necessarily shown on the plans, and where shown, are only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and structures as necessary. (3) All materials and construction shall comply with the current edition of the General Water & Sewer Construction Specifications, as adopted by the Albemarle County Service Authority. (4) Datum for all elevations shown in National Geodetic Survey. (5) The Contractor shall be responsible for notifying Miss Utility (dial 811 or 1-800-552-7001). (6) All water and sewer pipes shall have a minimum of three and a half (3.5) feet of cover measured from the top of pipe over the centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc. (7) All water and sewer appurtenances are to be located outside of roadside ditches. (8) Valves on dead-end lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------d104655br002a.d n------------------------------------------------------------------- 5:07:56 PM Plotted By: matt.harrell PROJECT MANAGER: J. ANDERSON_ (434) 872-450I SURVEYED BY:NXzCQN�RIOERC�C�N_ --------- DESIGN SUPERVISED BY:BRLAN�L�PETERSPE-(KLMLEYY_ILOR-N)_ DESIGNED BY:.&IALLEY_dO-RN-&-45--'2QCAT-E5-LNC.__________ SUBSURFACE UTILITY BY, DATE: LNFRAMAP_CORPORATLON____ DEPTH VARIES, SEE CR( BARRACKS ROAD (ROUTE 654) GS-6 x VARIt� 2;� M AX VARIES VARIES 6.5' TO 10.5' LATERAL OFFSET 2.00 5' i o'-4' CONC. VARIES SDWK. STA.103.00 TO STA. 103.25 STA. 110.00 TO STA.110.25 /0.5' LATERAL OFFSET z 2'00 / / STD. CG-7 REQUIRED M.E. 2.5' ----------------- SAWCUT 2.5' SEE INSET A 5' 4' VARIES CONC. 0-I2' SDWK. VARIES STA.100.96.09 TO STA.103.00.00 6.5' LATERAL OFFSET STD. CG-7 REQUIRED �i SEE INSET A STD. CG-7 - REQUIRED SAWCUT STD. UD-4 REO'D VARIES 16'-23' "I"Y PICA L SECTIONS NOT TO SCALE I 2" FLEXIBLE PAVEMENT PLANNING & i� VAR. DEPTH OVERLAY (SLOPE CORRECTION) ROFILE GRADE LINE STA. l03¢00.00 TO STA.112.75.00 2" FLEXIBLE PAVEMENT PLANNING & VAR. DEPTH OVERLAY (SLOPE CORRECTION) ------------------ SAWCUT i 5 SEE INSET A CONC. SDWK. I' TYP. 2.5' STA. 112{75 TO STA.114.00.00 i�,ARRACKS ROAD (ROUTE 654) GS-6 I SEE INSET B EXIST. CURB i &GUTTER I VARIES 6.5' T 0 /0.5' LATERAL OFFSET w 0 CL 0 ,I* VARIES VARIES 01-4' 15" TO 5.50' 14.5' TO 22.5' VARIES CONC. SDWK. STA. 201.14.37 TO STA. 203.64.42 TYPICAL STRAIGHT ® LINE TAPED LANE ( Use with Curbs and/or Curb & Gutters ) 0 — T u7 BASELINE See Detail A 0 --7� See Detail A a Radius = Variable ( To Be Field Set ) 6= Variable 2° -110 5' DETAIL A T - See plans for Length of T. S/O - See plans for Stations and Offsets. pPE DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 0 4" HYD. CEMENT CONCR. SIDEWALK REO'D. 02 4" AGGREGATE SUBBASE COURSE, VDOT NO. 21B (1) 2" ASPHALT CONCRETE SURFACE, TYPE SM-12.5A Cd 220 LB/SY ® 5" ASPHALT CONCRETE BASE, TYPE BM-25.OA S5 6" AGGREGATE SUBBASE COURSE, VDOT NO. 21B © STD. UD-4 REQ'D. INSET A INSET B PRIVATE AND COMMERCIAL ENTRANCES NOT TO Sce;e TYPE l Crusher Run Aggr. 0 0 00 0 0 0 6" Crusher Run Aggr. 25 or 26 TYPE 111 Asphalt 0 'o 0 00 0 0 Asphalt Conc. Type SM-9.5A or SM-9.5D La 220 Lbs. per S. Y. 4" Aggr. Base Ma0. Ty. I No. 21A or 21B TYPE IV Asphalt Commercial 0 0 0 0 o 0 Asphalt Conc. Type SM-9.5A 0 165 Lbs. per S. Y. 4' Asphalt Conc. Base Course BM-25.0 6" Aggr. Base Ma0. Ty. I No. 21A or 21B The type of entrance U ,111, IV) to be constructed will be determined by the existing condition at the time of construction. P R 0 J E C T M AN AG E R : J. ANDERSON_ (454) 872-4501 _ _ _ _ _ _ _ _ SURVEYED BY: _NXL CON51RUICrl0.1V SERVICE5_/LVC ________- DESIGN SUPERVISED BY:Bf?IAN M-CF-FTERS PE_(K1YLE)'JIORNZ DESIGNED B Y : ,KIYLEY-HO--RN & -A55OCIATE5-IN/C. ---------- SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION____ N(f_��(UnNTRnULMROADWAY (,,FNFRAI CONsTau TIoN NoTF.s Fog FR.S Pl AN.S 0 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2.) ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3.) ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4.) A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5.) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO,OFF-SITE BORROW OR WASTE AREAS),THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6.) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7.) ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION lS ACHIEVED. 8.) DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. /0.) ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ll.) ALL EARTH MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH,AND OTHER DEBRIS. 12.) BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. l3.) ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-30/ OF THE CODE OF ALBEMARLE. 14.) BORROW,FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 A.M.TO 9:00 P.M. 15.) BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16.) THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REOUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF PROPERTY. 17.) TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. I8.) PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A I0-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT l80 LBS / ACRE AND CONSIST OF 957 KENTUCKY 3/ OR TALL FESCUE AND 0-5X PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES FPS-1: Finless otherwise indicated all vegetative and struetur ai erotiion and sediment control practices will be constructed and maintained according to minirrrurn standards and specifications of the gnrla T C�slt rt s t Is tL ?t&St l.., a11c E?Ct and Virginia' Regulations 4VAC50-301 Erosion and Sediment Control Regulations. ES-2: The plan approving authority inust be notified one week prior to the pre - construction conference, one week prior to the corruncnceinent of land disturbing activity, and one week prior to the final inspection. ES ,I: All erosion and sediment control measures tire- to be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment control plan sliall be maintained on tite site at all titles. ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plan,,.; (including, but not limited ar), Off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6: The contractor is responsible for installation of any additional erosion. Control Measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7: Ah disturbed areas are to drain to approved sediment control measures at all times during land tlimurbing activities and during site &; Lt Wpllltlit until final stabillzratlon is achieved. .ES•8,- Tauring dewatering operations, water will be humped into an approved filtering device. ES-9: "The contractor.shall inspect all erosion control measures periodically and after each ruttoff-producing rainfall event. Any necessary repairs or cleanup tot maintain the effectiveness of the erosion eoritroil devices shrill be trade immediately. 1992 VI - is LPL OC'K tt` rr(sJ�A LT1 C'/t:'f?f3f ~1sL 1 `IL' jl C7 . ,1i iE 't. f •.iw I I .. _. `i ki7rr _ L ti---l-l�---(�,NT � SPEC AL AF LWAT10% THIS t€r.VHOD GF IN :' I I0"['Ff.;€'I I3 APPLICABLE, AT CURB INLETS 5.MEPE AN OVERFLOW CAPABILITY IS T ECs8SAHY YO i k'tl.VEN i ; ; C t"uSIVE Prb➢ IMNI :; IN FRONT GI Ills. -STRUCTURE, C-t;:A4'i;i, SHALL 1'3W M'Gtl'1' , 4' 36-7 Oi 46 CGAR 1:. ,�1U O'GATI 1992 3.07 Source: Va. D'swc ill€ate 3.07,8 ill-45 l9.) MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL SE Q U E N C E / MAIN T E N AN C E : MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50X OF THE WET STORAGE VOLUME lS a) Contractor s h o I1 provide 48 hours notice to the project FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT manager prior to the start of construction. FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. b.) The CRLD must be at the pre -construction meeting. 20.) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, c .) Community Development Inspector must be notified of the offsite WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. borrow or spoil location at the on -site pre -construction meeting. 2I.) CONTRACTOR WILL BE REQUIRED TIO KEEP THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND POLLUTION d.) All erosion control measures will be installed as the first step in PREVENTION PLAN (PPP) UP TO DATE AT ALL TIMES. the clearing process. 22.) CONTRACTOR WILL BE REQUIRED TO COMPLETE ALL REQUIRED EROSION AND SEDIMENT CONTROL INSPECTIONS AS REQUIRED IN THE e .) No erosion control measure will be removed without approval of SWPPP AND DOCUMENT THE INSPECTION ON VDOT FORM C-107. the Community Development inspector. 23.) CONTRACTOR SHALL HAVE AN ESCC CERTIFIED PERSON ON -SITE WHEN LAND DISTURBING ACTIVITIES ARE TAKING PLACE. f .) All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities until stabilization is achieved. g.) Access to properties sholl be maintained at all times. h.) Driveway material shall be replaced with some or better material. i.) Certification of the proposed soil amendment to be completed by a licensed professional. j.) The contractor shall inspect all erosion control meosures periodically and after each runoff producing roinfoll event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control device shall be mode immediately. k.) The contractor is responsible for installation of any additional erosion control meosures necessary to prevent erosion and sedimentation as determined by the Environmental Engineering Department. 1992 3.05 CONSTRUCTION OF A SILT I EA7CE (f,rII'1-lOU7' fvtf?.I' SUPPO.R ) t. SET THE STAKES. 2_ EXCAVATE A 4' X ' TRENCH UP51,0PE ALONG THE LINE OF S TAKES, Flo 3. STAPLE FILM MATERIAL TO SPAKES ACLU EXTEND IT INTO Tift, i12I YCH. t. Isnt:�t•tLl. a;^I> i:uett�ac, THE EM'OiA'V E€1 SOIL. i'LFtb' (PEI'SPF,CnvE vp,�W) d rl j FLO rt i f MINTS A SHOULD BE HIGHER THAN F 013JNT f3_ UhAir'qAC,'EW 1} 1P STALIJTIO (FRONT EL_EvA!rioR) Source: Adapted from Installation ofq%LL �ttci Fabric Filter 11AT1k N for 5edamo•nt Crttt wh Sherwood and Wyatt Plate 105-2 EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT EROSION AND SEDIMENT CONTROL NARRATIVE SITE I O CATION: This project is located along Barracks Road in Albemarle County, Virginia, between the interchange with Route 29/250 and Montvue Drive, PRO,IEC;T DESCRIPTION: Project construction will consist of the addition of sidewalk and landscaping improvements. Area of the Site is 0.84 acres with 0.84 acres disturbed. EXISTING SITE C.QUM IONS: The site contains an asphalt -paved Urban Collector Road with shoulders and roadside ditches. Site topography ranges from flat to moderate slopes. ADJACENT AREAS: This site is adjacent to residential properties, with access from Route 29/250 and from connecting streets. No wetlands or streams are located within the project limits. OFF -SITE ARFAS: There will be no off -site grading on this project. Excess soil, existing pavement and existing concrete items will be disposed of at a landfill. SOIL S: The project corridor consists of Culpepper fine sandy loom (Hydrologic Soil Groups 21B & 21C. CRITIC AI ARFAS: Critical areas for this project include the existing drop inlets located along the corridor that ore to be protected as shown on the E&S plans. EROSION ANn SFDIMFNT G'ONTROI MEASURES: Erosion and Sediment Control plans have been included and detail erosion control construction sequencing, temporary silt fence, temporary seeding, inlet protection, erosion control mulching and permanent seeding. PERMANENT STARII I7ATION: All disturbed areas will be stabilized with permanent seeding immediately following finished grading. Seeding will be done per the included table 3.321D from the VAE&S handbook. STORMWATER RUNOFF G'ON�1n�ROTInNS: The project will result in no significant net increase in impervious area. CAI CIA lI ATIO IS: Pipe Capacity and Channel Adequacy calculations ore included in corresponding Drainage Narrative Report. MS-1 Any area that has reached final grade must receive temporary or permanent soil stabilization within seven days. Areas not at final grade that will remain dormant longer than 30 days must have temporary soil stabilization within seven days. Areas that will be dormant longer than one year must have permanent soil stabilization. MS-2 All soil stockpiles and borrow areas must be stabilized or protected with sediment trapping measures. Temporary protection and permanent stabilization shall be applied to all on -site soil stockpiles and borrow areas and soil intentionally transported from the project site. MS-3 Permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive, and will inhibit erosion. MS-4 Sediment basins and traps, and perimeter ESC measures intended to trap sediment must be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. MS-5 Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately upon installation. MS-6 Sediment basin and trap design information. ** MS-7 Cut and fill slopes must be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. MS-3 Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. MS-9 Whenever water seeps from a slope face, adequate drainage or other protection must be provided. MS-10 Inlet protection is required for all storm inlets that will be made operable during construction MS-11 Before newly constructed storm water conveyance systems are made operational, adequate outlet protection and any required channel lining must be installed in both the conveyance channel and receiving channel. MS-12 When work in a live watercourse is pefforrrled, precautions must be taken to minimize encroachment, control sediment transport, and stabilize the work area to the greatest extent during construction. Non -erodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used if armored by non -erodible cover materials. MS-13 When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of non -erodible material must be provided. MS-14 All applicable federal, state, and local regulations related to working in or crossing live watercourses must be met. MS-15 The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. MS-16Underground utility lines shall be installed in accordance with the following standards in additions to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged so that it does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Re -stabilization shall be accomplished in accordance with these regulations. f. Comply with all applicable safety regulations. MS-1 7 Construction entrances are required at all access points to the construction site. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This applies to individual development lots as well as to larger land -disturbing activities. MS-16AII temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures must be permanently stabilized to prevent further erosion and sedimentation. MS-19Adequate outfall information ** ** MS-6 and MS-19 deal with the design aspects of the plan. For further information, please consult the latest edition of the Virginia Erosion and Sediment Control Handbook. Also, refer to the sediment basin/trap design tables and the adequate outfall table located on the "Erosion and Sediment Control Standard Details/Calcs."sheet. Any variance to the above listed minimum standards must be requested and approved in writing. - ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------dJQ4055br003.d a------------------------------------------------------------------- 3:08:14 PM Plotted By: matt.harrell PROJECT MANAGER: J. ANDERSON_ (434) 872-4501 SURVEYED BY _N11L 02N5T8(1C11ON SERVICES'-1N0.________- DESIGN SUPERVISED BY:.BRIAN-YCBETERS PR1/<lMLF-Y=HOR-N)_ DESIGNED BY:_K/9LEY_h10_RN_&A,S_500AT=_/A/C.---------- SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION____ UTILITY OWNERS ACSA (WATER & SEWER) RWSA (WATER ) JEREMY LYNN VICTORIA FORT 168 SPOT NAP ROAD 695 MOORE'S CREEK LANE CHARLOTTESVILLE,VA 22911 CHARLOTTESVILLE,VA 22902 (434) 977-4511 X 114 (434) 977-2970 X 205 CENTURY LINK MS. THERESA BRYANT 417-419 WEST MAIN STREET CHARLOTTESVILLE,VA 22091 (434) 971-1371 LUMOS (EIDER ) MR. JASON SIPE 524 W.BROAD ST WAYNESBORO, VA 22980 (540) 949-3452 DOMINION VIRGINIA POWER °r MR. JEFF CARTER �o® 1719 HYDRAULIC ROAD CHARLOTTESVILLE,VA Curve Cl PI. TEL:1434J 972-6731 GOLDST,4>� RACKS ONE LLC 110.04.59 DELTA Q 4r58' 57.39" (LT) � Q3 <'� PARCEL ID- 060A0-00-02-OOOAOa D s 6" 37' 26°, ;� -: C, COMCAST D.B. 4232 PC. 204 9 T - 331.89' L - 633.82'tl MR. WES PARKER (PER TAX R " 865.00' ;� �' 324 WEST MAIN STREET PC 106 72.70, CHARLOTTESVILLE,VA 22091 PT a 113.06.52 _�i EQ ` (434) 951-3725 leer Deed Research r-� rFAAF" T PP)( Ain ®,,;,��,^,,® *^ rtai.i► m V 45m h . _ _ A )I ,' SV!C'"! "-'y l GAS MR. GARY OWEN 304 4T H STREET NW CHARLOTTESVILLE,VA 22091 (434) 970-3806 0 z� A STATION /0/.01.44 OFFSET 55.28' LT ELEV. 606JO (TOC) L STATION 104454.46 OFFSET 18.08' LT ELEV. 598.14 (TOC) B 101.07.28 37.56' LT 606.73 (FL) M 105*01.57 /8.08' LT 596.34 (TOC) C IOP24.33 30.00 LT 608.35 (TOO N 105009,82 25.3.3' LT 596.05 (TOC) D E 103°27.00 103, 43.80 18.00' LT 24.48' LT 602-38 (TOC) 600.66 (FL) 0 P /05$0/.57 105-32.38 32.58' LT 60.28' LT 594LO (TOC) 591.16 (TOC) F 103,,51.87 40.58' LT 599.94 (TOC) 0 105.40.24 30.87' LT 592.93 (TOC) G 103.81J2 28.43' LT 600.35 (TOC) R 105.67.83 18.00' LT 594.69 (TOC) H 1 103.90.79 104.00.52 17.95' LT 28.37' LT 6OO.18 (TOC) 598.40 (TOC) J 104.54.46 32.58' LT 596.50 (TOC) _KA 104.47.21 25.33' LT 1598.20 (TOC) LEGEND DEMOLISH AND REPLACE PAVEMENT :�::::�:`:'�:: PROPOSED CONCRETE :d•`d:::a.:e:a: PROPOSED PAVEMENT MILL/OVERLAY/BUILD UP DENOTES CONSTRUCTION LIMITS IN CUTS L - _DENOTES CONSTRUCTION LIMITS IN FILLS NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. DI EXIST. PIPE TO BE REMOVED A EXISTING UTILITY TO BE RELOCATED (BY OTHERS) A-3 EXIST. PIPE TO BE ABANDONED 0 PROP. 5' CONC. SIDEWALK &, ADJUST EXIST. UTILITY TO PROPOSED GRADE (ROUTE 654) N®TES: l.) CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG BARRACKS ROAD PER V DOT STANDARDS. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT MIN. GRADE -2.007. PLUG END AND MARK WITH PK NAIL IN PROP ASPHALT Structure Inv. Rim Elev. I descrip. SS-1 587.40 596.46 Prop. SMH-1 I) ''L)U + DOGHOUSE INSTALLATION Structure Inv.In Inv. Out Length Descrip. SS-1 to SS-2 587.40 582.80 288.76 8" SDR-26 PVC PIPE Sanitary Lateral 586.91 585.98 46.52 6" SDR-26 PVC PIPE 2.) ACSA = ALBEMARLE COUNTY SERVICE AUTHORITY 3.) CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO AVOID ANY CONSTRUCTION IMPACTS TO THE KNOWN CEMETERY ON PARCEL 016 AND 0/7. 4.) CONTRACTOR SHALL FIELD LOCATE THE EXISTING SANITARY LATERAL TO PARCEL 0/7 AND RECONNECT TO THE RELOCATED SANITARY LINE. THE LATERAL LOCATION FOR PARCEL 17 AS SHOWN IS APPROXIMATE. STD. CG-7 REO'D. PRIVATE SIGN I RELOCATED BY COUNTY STD. CG-3 REO'D. A STD. CG-2 REO'D. REFERENCES (PROFILES,DETAIL & DRAINAGE DESCRIPTION SHEETS, ETC.) Profile Sheet JA E&S Control Plan 3B Driveway Profile 3C Drainage Descriptions 7(l) Storm Sewer Profile 7(3)®(4) PAC PLANS -- 312712017 3:08:16 PM d104655br003A.dgn Plotted By: matt.harrell PROJECT MANAGER: J.ANDERSON_(434) 872-4501 ___________ SURVEYED B Y : _N_XL_ _CO_N_ST_R_UC_T_ION_ _S_ER_V_IC_ESAC.---------- BAKKACKOIL- 0mB uff " AU UTESTATE R3 - 12/09/16 ROUTE PROJECT (RU DESIGN SUPERVISED BY: B81AN MCPETERS=PE (KIMLEY=HORN)654)__ � p,1 1 f-� OF DESIGNED BY KIMLEY=HORN 9999-002-R45 _______________________ ��� �, SUBSURFACE UTILITY BY DATE INFRA P_CO PORAT/ N___ _ �� �� VA. 654 %PE-101 r ------- ----- ---------- --------- ������ �_�_�_�_�_�_�_�_�_�_�_�_�_�_� /,i FA oUF•PlI 1Ti607TY4 1�1li 1/ �I /I� i1 :�i ►������������� �Ai i ice, AI_.ih[►�wil/ rI►/[AIJI [►7I�i���� _ �������� ���� ���� ��������� _ _. MAI -_-_--_-_-_ __/Gil_-_---��--_-_-_--_-_-_-_�_--_ ui ��� �����������i■iiY[iiiiiiiiiii�ilif�■����� �v���r'�������� —�■L���i="'��I�PI� �I���������� w��■�����■I��[■[�1■� �ii■��■����■�'_r.'�■����� _ _ ��■�■I■[[■w�■�■■►ii�i■■�■��r�+r��[�■■I■■[��[■�■�u[�.�[� _ r��ii����,�1. _ �.�.��.�r��.�a�r_�■■ r __ __ __-i_._._____� ���■���������[[���� MEMO MOLAW �1������ ��� �������� ���� �i�i:IlCi//1'LC�EI:(�lI/1�//�11%i1: m WAYWOM RUN /0®*®Vs1./%�® �] /0/.00.00 /UZ°UU.UU IU.3 "WDU lU4°UU.UU wJTvv vv wvv Q-v.v HORIZ : /"1= 25' 312712017 KARIC_CIM3038 - Albemarle Cty On-CollV8_BorracksRd\CADD\REF\Sheets\d104655br003A.dgn 0 N P R 0 J E C T M AN AG E R : J. ANDEERSON_ (434) 872-4501 --------- SURVEYED B Y : NX[z. CON�T [?UC-71QA SERVICES-INC _ _ _ _ _ _ _ _ _ DESIGN SUPERVISED BY:L3RIAN-,W-CPETERS EE1KIMLF-Y:a RN) DESIGNED BY:1SIYLEY=HORN_&-ASSQCIATES.,JNC._________ SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORFORATION____ 3 ,t} /y r i 1 1 THIS SHEET FOR E&S ONLY LEGEND 1 ,J f, X�— TSF-A Denotes Temporary Silt Fence, St'd EC-5 Type A Denotes Rock Check Dam, Type II; St'd EC-4 Denotes Inlet Protection, Type A; St'd EC-6 Denotes Inlet Protection, Type B; St'd EC-6 ps Denotes Permanent Seeding Ts Denotes Temporary Seeding Mu Denotes Temporary Erosion Control Mulching R� Rip -Rap REFERENCES ( PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETC.) Plan Sheet 3 Profile Sheet 3A Driveway Profile 3C Drainage Descriptions 7(l ) .Storm Sewer Profile 7(3)-(4) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT �.. _ J yam, i n410ki W V) W LQ Vi Q) Q) li. Q V) W Z J ZZ V --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------dJ04655bra03C.d -------------------------------------------------------------------- 3:08:/B PM Plotted By: matt.harrell PROJECT MANAGER J. ANDERSON_ (434) 872-450/ _ _ _ _ _ _ _ _ _ SURVEYED BY: NXLCO-N- TRU-C-MA SHRVICfS-INO.________- DESIGN SUPERVISED BY:38lAN-1CP-FTERS-PEIKIMLFYJaORJJ DESIGNED BY:1SIRLF-Y=HORN_&-AS�09AT-E-S,-lNC._________ SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION____ DRIVEWAY SCALE 1 ENT R° 103+61 LT BR l BR / -i------------------r.---- --------i------------------i-----------------r-------- ------i--------------Q,1 ca - cc - --------- ----------------- 610 I I I I `q I C ' ` 9 + C3 I I I I I ® �v^� I `� J y q I I I I I ---------------- I • Iv ,� -- I ° I- V) LQ ° `� V ------------ �- r�^^ v� - 7A `�--------- '---------------- ' 605 I I I I a s I V I Lu I I Q.,`Q +2.00% ®2� I I I I IJ' I --- _----------; __®-------t--------------- - '--------------- - I -� 600 - -- - ----------- ----- ------- ---- ,- --- ---- - - - - ---5,11%-------------,---------�___-_ --° rr ° ,- I I PVl STA = 0,,26.00 PVI STA = 0+38°88 � ELEV = 600.77 ELEV =; 599.48 L e l0.00 -----------------;-----------------I-----------------; ----10.00------------------------------;----- I - - - - - - - - - - -I- - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I l6' I i I I i I I I I I I I I I I I I I I I I I I I I I I I I i I I 590 0+80°00 0.70°00 0¢60°00 0.50.00 0.40.00 0+30°00 0.20.00 0¢10.00 0"00.00 ENTR° 104+21 LT BR l BR / PV l STA = 0,,59.24 CO � N�? PVI STA = 0+36°86 cv C6 �- ELEV = 594.17 N d' EV = 597.76 �'' ®� ®®------------------ 605 --------------------- �40-.00-----ate (NJ ---T---------- ® r -= T0.00- ® � n � ,� � � /'< ��6 ' (10 �` ; ® Ln ; v , Lu ; 1 p ® °' ° ------ � C ` V '� Q)- W Q------- - - - - -- � d � -- - I. `� <►--------- ;- 2f------------- I 600 I I I I o 07. W -I600% --- - -- PVl STA = 0+26.01 ; Q- --------;-2.89%---- ---;--------- a------ -----------, -__®_� __--- --- I-- ------------ LEV--=-598.84----- ; ------ ----------;- ------------ 595 --------------------- _�r===-=1-=== 48024' L o l0°00 I /6' I I I I I I I -�- - - - - - - - - - - - - I - - - - -L - - - - - - - - - - - - I I - - - - -I- - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - I - 1- - - - - - - - - - - - - - - - - I -I- - - - - I - - - - - - - - - - - - - 590 0.70°00 0.60.00 0.50.00 0.40.00 0"30.00 0.20.00 0+10.00 0.00.00 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT ENT R° 105+15 LT BR / PVl STA = 0-58.277 r\PVI STA = 0.36.85 ®� BR l ELEV = 591.58 Q-EV ® 595.00 c5 Ln v L= l0.00 Ln ® Ln L= l0°00 M Ln q �_ Ln _ ---- -- + - ° ------------ I------- -----T 600 0 N----------}®-�---------------Vi °-------- ' ® ' Ln ° i Vi Lu LQI Lu I ®®/ I I _ - J I -10• ---- I I 595 }® �1------------i----------------i--------------,----------y®= _i®--- ----------,----------------- I Q-� W ' 413°0 0 7- PVl STA = 0¢26°00 I I I I -------------- iIIIIIII IIIIII ELEV 596.09 -683/ 47.27 _ /6 -_ ------------------ --------III!III 55890 -------------------------------------------5 PAC PLANS 0¢50.00 0.40.00 0.30.00 0.20.00 0-/0.00 0.00.00 ------------------ 3127/_20/7_-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------d1.04B55br_004.d9 n--------------------------------------------------------------------- 3:08:19 PM Plotted By: matt.harrell PROJECT MANAGER: J. ANDERSON (434) 872-4501 SURVEYED BY: NXL QQUCI N-5TEION SEa? IC-ES,JNQ,________- DESIGN SUPERVISED BY:.BRIAN M-CPETEaS PEIKIMLU--I ORJ)_ DESIGNED BY:IKIMLEY_f1QfLl_&-4,SSQCIAT-E5JNC-__________ / SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION____ NOTES: - - - lJ CONTRACTOR SHALL RELOCATE ALL ALONG BARRACKS ROAD PER VDOT STANDARDS. STD E,-.CL l 2.) CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO AVOID 67440 :�.- 3J TO S RE0'D. - j- 15 • ®. ®-7, -TY`` A INSTALLATION ANY CONSTRUCTION IMPACTS TO THE KNOWN CEMETERY ONto ' i ! . ®• - - ® t' PARCEL 016 AND 017. 1 ' �-1 i 4�4 /'-`-- 1 3.) CONTRACTOR SHALL FIELD LOCATE THE EXISTING SANITARY ` � 1 `1 j 4-11 LATERAL TO PARCEL 017 AND RECONNECT TO THE RELOCATED t 1 SANITARY LINE. THE LATERAL LOCATION FOR PARCEL 17 AS ► a 1 _ Ln I j SHOWN IS APPROXIMATE. 4.) CONTRACTOR SHALL SUBMIT A BYPASS PUMPING AND/OR A PUMP AND HAUL ► I I OPERATIONS PLAN FOR RELOCATION OF THE SANITARY FORCE MAIN ON PARCEL 0/7. T 0 THE ENGINEER AND ACSA FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. 1 T UTILITY NOTES: j o U0 5/ LF - 6H C-900 PVC FORCE MAIN I ► r ✓� . i I j 4-3'0-- U2) CONNECT TO EX. 6' PVC FORCE MAIN . WITH LONG BODY SOLID SLEEVE U3) 6° - 22.50 BEND (THRUST BLOCK IN 017 ACCORDANCE WITH ACSA ' r _ A. H l� F �� _ __ - _ __ ' j ` , I � ',.} l'rtll2r��-1 1 S DETAIL TD-3) - I ' r5 ��'060/1, l- t } 1 , ')o9 w 3, G , D. ��`; ,UGC t r r,� ca �t-) I •�; r+� -J ` oud �-%,, r �57 t� �U (/4) O f D�_ 00 n I o ° !r7 G. 696 CONNECT TO SS-3A I �„ �_,. I ; ; I �; e _ � 6 i.� AC. 1.OJT j�dGO � I �� 'r�'�, . INV. 58/.80'. "7 rrc" rr�q� vJ O° � PROP. SANITARY SEWER DATA Structure Irv. Rim Elev. Descrip. SS-2 582.60 589.86 Prop. SMt-2 SS-3A 581,40 585.90 Prep. SIVIH-3 SS-3 580.70 585.95 Prop, SMi -4 SS-4 579.50 585.19 Prop. SMH-5 SS-5 577.80 584.23 Prep, SM{-6 SS-6 5753E 581.73 Prop. SIVIF -7 EX. SS-7 575,55 581.68 Exist, SMEI NONSLIP & TRIP TOP REM COATED FOR HYDROGEN SULFIDE PROTECT r -P L T H vF l o` BRIAN A. McPETERS D Q LIC. No. 04-1405 ct rp w, mt� F0 �\ BONA L Brian A McPeters 2017.03.28 15:57:17-04'00' Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER REVISED STATE STATE SHEET NO. R1 - 05/19/16 ROUTE PROJECT R2 - 05/25/16 R3 - 12/09/16 9999-002-R45 VA. 554 4 RW-201, C-502 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT . 1,�A 1 t C� t f _ _- l ou 019 t ASIM ' ! r c I 1 J r j �. 0,1 1; t �1��IISM L I. , ,� > ,� ; �,�' :-- '�' '��Q/.� ;t�` r,ti(, i i s7 tit f % r 06UFln-- f ®� 1 t i..:u i P n P ;� }' / (I'I 5} _ - PR . 6 i VC n �I t) r ® - 0 �-� C).866 Pi .Jl )'00 �� ��S :s� I SANITARY SEWER; LATERAL I I c c;. �0 -'�`� - SEE AC�SA STD.-2 k)I` PROP. PERM. CAA ASAN. t' '<� 1 W ' .�`° - ' �� ��� r r` MIN. GRE -2.00' ., { <'�' �' '�� SEE . E SE. �7 j 1S 1 bN ® `[ ._ (� -( !yl cr) �J o(!r r J 1t7 1 o t ' �1� T�-� cv PLUG END AND MARK W/ i 7 s, I ,Y ., •.2 Dry �U . Lu V) ��UU ;e . _�� 4[J ( -i1 �N I 1' >hJ< 'fit✓/c � DO NOT DISTURB CEMETERY ® ► °`� �u ���� Farr ct 4� ��;«� �& l ��� �''- ® � * GREEN ;, ,I„ r�, -� - r;"(, y1 1> t I `� �l �iE ,r %'• 4' NBC " p .F3 • N U 0* ; I j 'r V r r) r DI �6 U2 ® ^� r'� PROP. 6 PVC - O �1 t,)'; I -.�, .'.� j4 r1 ,.�I' �,1. _ 3t- �D? 8,'.f r 1,, EXIST.R/W"Dot-t„ �► SANITARY SEWER LATERAL ° L V �' O B� % 1?; o•�t9, r tJ f REPL. WATER {',I `TER 1 1 #oocl �1 PROP. TEMP. , i 1 r6 t o y PROP. TEMP. r • v t SEE ACSA STD. S-2_ - - ; : 020 0 „ ,� - I ! lST _R. /W F�V ®r t �� . ' SERVICE EASE. ( 1 ® I ° v � j > I � A _ - P '.c CONSTR EASE CONST R. ;� ; c, _, _ FOR ENTRANCE MIN. GRADE, -tit % . ® cI `i), y �. 'a �.._ _ 01 3 __ pq _ - GO FOR NT-RA�ICEj' _ l4 cn PLUG END FWD MARK WITH ` jfir,w L' _ t .� f C7 l.tj `r ­G> -' 4. C,� 1',� f t �,.., • ram' �-ree '`Vi ` PROP. TEMP. %r..} Gi I � -°43.95 ,f %� •l . 'i ' �C; { i PK NAIL IN PROP ASPHALT - CONSTR. EASE. �' ��: F �,� t�� ( --, -;,- _ f - 4 4II - - ' t �i i�'J X „ , 3 - / , ! � 5 - „ -- � 1 =', r- C � xL� �� =,r. ��.�- i; G` _ l 23.6 L' / 1 00 i 8" PVC SANITARY ARY SEWER PIPE '� FOR ENTRANCE $-CJ - X,� � ¢%� � / ''�..7 _ , i3 • �- _.. .7 tt i � � PROP.r� PV t CA-) �� _ c, �, � .._ -�I' �7 -• f�-�, � " ��f'�li L,1��� `�'� �� c / 0.30 - ,6 C :., ,Y t,'- �: _ I c r , 00 a i PR P T MP `% o .- r `� I _ ! � 0 i w SANITARY SEWER LATERAL �a w} 4 , r. � ; 0`, <_., _.. - 4 27.5 LT j�tr p jl �, a - �.� ii CONSTR. EASMEN' SEE ACSA T - _.- _ • �4 c�`) AI.JA SAN. 1 /+ ! STD. J-2#® ;EXIST. R/W: - FOR ENTRANCE < L / n 1 v C t` SEWER. EASE., , w DE -2.®®� ~s=. �= 1 4" h. 6° i - MIN. GRA ^ ` S y r , ' }r -_' • 1 t- ..0 f ! '. t.i s ':? �V/ ", PL G ND & MARK �� s lJ j {:- 'i' ,� � .,--' • � .�' , _W /'"' GR EN HUB ,.- �.} ..-'. /:> - 4 9 ',.,;;_ U ® r_� I / " !'."'. 1 • j 4-2C.:. � 00 wy .") .` + .s' r,,.`-, �� � - ; .3'� �~ _ G� \'$. z< g I iXJ ) tS� ,j am ) J S r 1, -� i -7 r CCJ C7 c3 r / C /� i,! n ® S i 1. i` ,.� _.Y / t.> . C'�E (' r' O V ^•-,,. t r 1'f, �l 4 '� t ) K f� r I ' .n , _ . .®RTEN LINE , a - /"4.,r j r 7 I\. �: z" c..,t :.`s -.., C7 �� � u „- ► -- , l,.r. 5 .t _ ., ,�s i r� X .r am i�.l -"- _ r z_ , M`> _ <� .54 LINEAR F �] g p „ -9 �(:) .�Y t - 5 L E t.k ^. 1� ii •s'- :;,: „-' E hot , , s' �J r - ) Til Ifv; _} C� ! .i• r: l ` a �W ll- � r-� SS 4 CE® 4 t V S t, PROP PERM DRA/NAGE PROP. TEMP.�;r' ►_,,, ''� 1 j 8;1 Donn, EASEMENT u CONST R. EASE. °C S JAMES H. HARRIS, J . PARCEL ID® 060AO-09-00-026AO W.B. 144 PG. 29 0.50 AC. CONTRACTOR SHALL FIELD LOCATE THE EXISTING SANITARY LATERAL TO PARCEL 0/7 AND RECONNECT TO THE RELOCATED SANITARY LINE. THE LATERAL LOCATION FOR PARCEL 17 AS SHOWN IS APPROXIMATE. Structure Inv. In Inv. Out Length Descrip. SS-2 to SS-3A 582.60 581.60 120.93 8" SDR-26 PVC PIPE Sanitary Lateral M. E. 581.75 14.24 6" SDR-26 PVC PIPE SS-3A to SS-3 581.40 580.90 43.50 8" SDR-26 PVC PIPE SS-3 to SS-4 580.70 579.70 108.85 8" SDR-26 PVC PIPE Sanitary Lateral 580.88 580.54 17.11 6" SDR-26 PVC PIPE SS-4 to SS-5 579.50 578.00 142.43 8" SDR-26 PVC PIPE Sanitary Lateral 578.87 578.65 11.23 6" SDR-26 PVC PIPE SS-5 to SS-6 577.80 575,75 191.95 8" SDR-26 PVC PIPE Sanitary Lateral 577.23 577.00 11.35 6" SDR-26 PVC PIPE SS-6 to EX. SS-7 57S.6S S7S.S5 10.54 8" SDR-26 PVC PIPE t • 41-8 %r:, 1. ' �.i - 4 � 1 s rl S e--�'�"' _• ! �� ,., ' i' 1 .,. :, .,. 1 .: t' £, "µ � a a ,' � � / ! '-s_r`` c , ®_ ®® T`�; r-_"7�•- _ i � � � i r _ .dytt <�f . '•. -% .:• _< � • ,,,. \ � /� !r [m iJ 0 t ENDJ. 999 OO2-R45 P 1O C 50� < , ST A. 14 2 BARRACKS 0 CONST 4-/ .81 . -ter � y .r" STD. UD-4 REO'D. /0 CURVE Cl BARRACKS RD. CONST. (ROUTE 654) Curve Cl � PI m 110.04.59 DELTA - 4/° 58' 57.39° (LT ) D - 6° 37' 26" T - 331.89' L a 633.82" R = 865.00' PC . I06.72 70 SAWCUT LNE LEGEND PT - 113.06.52 DEMOLISH AND REPLACE PAVEMENT ;d:: n a: d;. a:. PROPOSED CONCRETE e - 4.007. Lr a 83' PROPOSED PAVEMENT MILL/OVERLAY/BUILD UP ®EMOTES CONSTRUCTION LIMITS IN CUTS 0 EXIST. PIPE TO BE REMOVED IIG\ RELOCATE WATER METER AND REPLACE SERVICE LATERAL TO THE CORPORATION STOP. �• DENOTES CONSTRUCTION LIMITS IN FILLS ® EXISTING UTILITY TO BE RELOCATED (BY OTHERS) IF EXISTING CORPORATION STOP IS NOT USEABLE°NEW CORPORATION STOP AND SERVICE LATERAL WILL BE REQUIRED N NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. ® EXIST. PIPE TO BE ABANDONED N NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. L4 PROP. 5" CONC. SIDEWALK Ag STD. CG-7 REO'D. ;� REFERENCES ( PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETC.) Profile Sheet 4A E&S Control Plan 4D Driveway Profile 4C Drainage Description 7(l) StruC° 4-2 Detail 7(2) Storm Sewer Profiles 7(3)-(4) • A- A �'At ® ADJUST EXIST. UTILITY TO PROPOSED GRADE U LD' U' ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 312712017 3:08:22 PM d104655brCO4A.dgn Plotted By: matt.harrell U _♦. -... -f __— __ _.- ___-_-_ __-_ __ - _. _ ._._._.. __ __ -_ mom __ _..__ ---___ . - • i t • _ _-_ _ _. ���!� ._ _. !�J�,_ �� R x � � ��w7�.�rr :1:��.�Mr=w�_►.�itf�C �.�''�- � .�r�lh��lw4�� ��� _ __ . � •"�"*,.► �� � is ��� ON ,. ,. R li%i���� � �<ciZ•3�� ���r� r _ - .-� • R'' � - 1� 5.:- * � �{�/!��/�ii���� ���' �r��.���x������1�!�� Gia�w�..`''ra��ii�l�Ii�►.:�=h�1r -�����-�� ���.�������'F���;T �'"�-���1�►"IllfLl 11 � � �p� � -� � �� � � � ���r1/ �� !li�G1L. .. _ , -r< � �7 !:I ._ ... I , _ ��� � ■ a• � - � _ � w �: �� ������ '�- _ _ I_.,�.��I - �j��iw��i���:-. ._ '- .. '._ ��[fil��r.�.IriR� !�_ _ � ����i����i�4�.'�.�iiww�... - . - t .,:'�� . _� > - r�� _ . � �� ill r ���� � � ��„� I /fir= .��?�,--• �� �� ,�'�� �/ �� �•� ..._ --- - �-��� �MO ��� � ter- �� •.�'"""" � �I���.��■�....� .■���■■.--�'ii � -�.■1������' ��ril �� _ _.. ! HORIZ : rr 25" 108,,00.00 1091000.00 /10.00,00 M-00.00 112.00.00 1131,00.00 312712017 K:\RIC_CIVV13038 - Albemarle Cty On-CciIN8_BorracksRcf\CAB®\REF\Stleets\d104655brOO4A.dgn ------------- Z127/2017------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ dJC14Q556rOQ_4.B.dgn----------------------------------------------------------------- 3:08:23 PM Plotted By: matt.harrell P R 0 J E C T M AN AG E R : J. ANDEERSON_ (434) 872-4501 _ _ _ _ _ _ _ _ _ NX� /' A, r=n„n=1n AI r--111 'i rr ,A,^ SURVEYED BY' DESIGN SUPERVISE[ DESIGNED BY: KIML SUBSURFACE UTILII l-� THIS SHEET FOR E&S ONLY LEGEND: Denotes Temporary Silt Fence, St'd EC-5 Type A Denotes Rock Check Dam, Type II; St'd EC-4 Denotes Inlet Protection, Type A; St'd EC-6 Denotes Inlet Protection, Type D; St'd EC-6 Denotes Permanent Seeding Denotes Temporary Seeding Denotes Temporary Erosion Control Mulching STA 112- 6.65 BARRACKS ROAD C®NST. i --------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- d104F55br00-4C.d9n------------------------------------------------------------------- :OSe24 Pti> Plotted By: matt.harrell P R 0 J E C T M AN AG E R : J. ANDERSON_ (434) 872-4501 SURVEYED BY: NXL CONSTBUCTl01V_SERVICES INC ________- DESIGN SUPERVISED BY:BBIAN M-CPETERS,PE-fKIMLF-Y:l RN) DESIGNED BY l�l/h1LEY_HQF�I &AS5'_OCIATESJNC__________ SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION____ DRIVEWAY PROFILES SCALE 1 IN. = 5 FT. --------------------------- ENTRo 10'8+38 LT BR REVISED STATE T ;041405 -STATESHEET NO. �P -R1 - 05/16/16 ROUTE PROJECTo���,R3 - 12/09/16 9999-002-R45 0 BRIAv/�. 654 4C c� MCPED �eLIC No C-502 jJ v n w DESIGN '/ONA l_ OR�FEATURES RELATING REGUL TIONANDON CONT ®L OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED rian A McPeters NECESSARY BY THE DEPARTMENT 017.03.28 15:58:49-04'00' Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER ------------------- 3/-27/2OJ7------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- dJQ4C556rQ04C.d9n------------------------------------------------------------------- 3:08:24 PM Plotted By: matt.horrell P R 0 J E C T M AN AG E R : J. ANDERSON (434) 872-_45_0/ SURVEYED BY NXL CO-N-STRUICTION 5E-0VICFSjNC,________ DESIGN SUPERVISED BY ��/A�/ MGP�T�RSsP�1/�l�/}Oli'1L DESIGNED BY:1SlkLF-Y--IiQf?j-I &-453QClAT-F-S,JNC,__________ SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION___- DRIVEWAY SCALE 1 PROFILES IN. = 5 FT. --------------------------------------------------------------------------------------------------------------------------------------------------- ENTR. /0'8+38 Li BR, l o BRIAN A. McPETERS J> ti LiC. No. 041405 cr n� Iff ONAt- Brian A McPeters 2017.03.28 15:58:49-04'00' Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER REVISED R1 - 05/19/16 R3 - 12/09/16 STATE ROUTE STATE PROJECT SHEET NO. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT C-502 KQ -------------------3127_1----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------dJ04055br004C.d n------------------------------------------------------------------ 3:08:24 PM Plotted By: matt.harrell PROJECT MANAGER: J. ANDERSON_(454)872-T50/_________ REVISED STATE STATE -- - - -- - SHEET N0. SURVEYED BY: NXl-_CONSTRUCTION SEERVICESINC ________- DESIGN SUPERVISED BY: BRIAN-jVISPEZERS,PR-(KIMLUJIQ-RN) DESIGNED BY:-K1VL0L-11QINI &-ASSQCIATESJAIC__________ SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION.... DRIVEWAY PROF=ICES SCALE 1 IN. = 5 FT. --------------------------------------------- -------------------ENTR. 108+,58 LT BR - 0 �_1_IFI OF o BRIAN A. — U McPETERS '> Llc. No. 041405 C�: R1 - 05/19/16 ROUTE R3 - 12 (09116 PROJECT 9999-902-R45 C-502 F� c; DESIGN FEATURES RELATING TO CONSTRUCTION BONA I_ �\ OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED Brian A McPeters NECESSARY BY THE DEPARTMENT 2017.03.28 15:58:49-04'00' Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER M --------------------------------------------------------d104F55brO04C.dgn-------------------------------------------------------------------- 3:08:24 PM Plotted By: matt.harrell PROJECT MANAGER: J. ANDERSON_ (434) 872-4501 _ _ _ _ _ _ _ _ _ SURVEYED BY: NXLQ2NSTBUKTION SEfjV/CAS /NQ,________- DESIGN SUPERVISED BY: LRLAII-V—UCfETERS PE JKI.YLEYJIORy) D E S I G N E D B Y : K1 VLEY_1i0CRN_ & -A5LQCJAT-ES—LQ/C. _ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION___- -------- ----------------- ------------------------------- ENTRo e0838 LT BR e o BRIAN A. c' McPETERS r LIC. No. 041405 0-- r �J �'v 1 �PNAL Brian A McPeters 2017.03.28 15:58:49-04'00' Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER REVISED STATE STATE SHEET NO. R1 - 05/19/16 ROUTE PROJECT R3 - 12/09/16 9999-002-R45 VA. 654 C®502 4C DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT I ----------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------d1Q4Q55brQ04C.dgn------------------------------------------------------------------- 3:08:24 PM Plotted By: matt.harrell PROJECT MANAGER: J._A_NDE_R_S_0_N_l_4_34_)872-450I ________ SURVEYED BY NXL CONSTBUIC-TV SEf?VICcS,JdIC-_-_----- DESIGN SUPERVISED BY: BBlAN J-CfETEERS.PE IKIMLEYJ Q-RNJ DESIGNED BY:,KlAfJ-EY_-LZQR1V-&-ASSOCIAT-ES-IQIC,-__-___-_- SUBSURFACE UTILITY BY, DATE: I-NFRAMAP-CORPORATION -_-- DR I VEWAY PROFILES SCALE 1 ]N. = 5 FT. ----------------------------------------------------------------------- -- ---- -------- ENT R° 108+ 38 LT BR I I I I I I I I I I I I I I I I I I I I I I I I RVl STA - - - - - - I- - - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - -I- - - - - - - ELEV- - - - - - - - - - - - - - - - i- - - -I- - - - ( - - + - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - I 1 I ELEV = 586.1 C� I ®®° BR / I I L /0 ®® -----^s ---'I 't � 1-------------- ------------- --------7�----------- ----------- - --------- V) V) I I n I I �1 Vj oI 7 I �J I Lu i �! (j I-J I II I I I ^� ) "� I J �1 00 `� I� --- I,' �LI , l� II J b, 1 J I - I - - 1 � '� -2.007 I ' `�' 1 - I %�/ / �J m--------- -- �.-,_.. -- m®} �o a ----------' I ®I-'��07---- ------ �----- PV- STA--O--4a D I ®-- m i� ------ ------------------------ ® % I ------------- - -.- ------q--V /� /�--- i �j j I / V��/ A �3 r00-------------- I I - °° ®22r° %Vl S/ A V 64°3� 1 ELEV = JV7f8I j / ' I I -10.46 , I i , ELEV m 58 °pl I I 1 I ELEV = 585.31 , 1 L = /0 1 L = l0 i = In 1' -4 A�)l ----------I------------------I -- - - - - - - - - - - - - - - - -I- - - - - - - - - - -- _ 0.80.00 0-.-70°00 0.60°00 0,,50®00 0.40.00 0- 30.00 0}20°00 0$l0°00 0.00°00 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY DE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT LLJ RV l STA 0+49°79 l 595 � ELEV m ®86®35 PV1 STA = 0.37.05 ENT R. //2+22 LT BR l ®� _ -- �----- '-------tJo -t7�- ----SVaa3------ I- T- I- -I t��Ja �! f� I I I I ® � I L6 i L d /4! ® i N1 I I l J . L CO I I C6 n tq� I I pp�� h I,' �y gam® t�.y° I I I 5901 LL1 I �° !! 1' co LQ- 'I � ------ - - - - -- '® o- i i-----------------------U)c1 ® � l u I I Ln �. LEI `�� P I, i ' Lu v 1 I I I Lu 585 - I Lu H/ 06 I Lu_I I ---------! // ------ I I I I ¢0n10 4 a/ 580 ' ' I I ° I I -�, I Y ' 23003 li L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.50.00 0.40.00 0.�,30.00 0f20.00 0.10°00 0.00.00 BR l BR l ENT R° 110+42 LT BR l - -- --- a E NT R° 111 +02 LT BR l ;� 595----------- - - - - ------------ - - - - -- - ' ------------- ------------ - - - - ------------------ q)--------0-\-------------- --- 595 -------------------- I---------------------------------r ---� I I » I ��yl ^ � I I I I I Q) ' � ' - 1 �J ' � ' �° ®I I I ® I ap J I I I I I e I + I + ®I + Ln �,3I I I ' � + co�J + I I I � n Ln� Ln Ln� � Ln59® _ Lu • I -----------------I 590 Lu LQ LQ i i i i i Lu cj Lu a Lu -44 ----- -�I II �m®--I -�- I -_ �I ---. -- - I-8.-4-.- -;,..�. -585 ---------------------------------------m - I 585 ��V �0-�/6 -2.00/ A 0-33 0® P8°00/ RVI ELEV 585°06 PI STA 0 43®7 ELEV 585°5STA 0�9 ° 5 Flow Line IL /� ELEV 585.91 10 ELEV 584.69Flow Line 30073' L= l0 30.63' L m l0 l80/5' Q ' 580 0.00.00 0+10.00 0.20.00 0- 30.00 0.40°00 0+50.00 0.60.00 0.70.00 0.80.00 0+90.00 0-100.00 0,-l10®00 0+120.00 ------------------ 5.e9% ----- W Ln J W PV l STA = 08/,26 ELEV m 580.48 L = /0 I E NT R.109+55 LT BR / CI cm � ���^ �� L �co ° ° L J --- —°—- ` Ln - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° - - - -f� - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I `� n I � � � I cn ° I I I I I I I I I I v/ I Lu I J I Lu I 6- LJ � I I i Q I 1 �j -2.0 I I �I "' I - I I ° II II� I _ _ _/0__ _______ ____ I 80 - ®- u--� -- -- __ 0--;' PV15TA = 0,43.00 PV1 STA = 0+3.3,00 - - ✓� ® 000% RV l STA = 052.P6 ELEV = 585.91 ELEV = �86.01 10 ELEV m 585®Q1 L G /0 L z l0 1 _ _ I I I- ----------------- I ---------- L-m-1V- f� --i------------------------------- J----------------- ---- + '� ¢ 0*30s00 0+20®00 �/¢10r00 - - - - - - 0+0 0 60.00 0 50.00 0 40.00 6826' 18.00' 590 585 PAC PLANS I R 0 0 I br0----------------- 3127Z20/7------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ d10.4.65 5 05.dgn --------------------------------------------------------------------- 3:08:25 PM Plotted By: matt.harrell PROJECT MANAGER: J. ANDERSON_ (434) 872-4501 _ _ _ _ _ _ _ _ _ SURVEYED BY: NXLCQN5THU(C7ION CERy_IC-ESJNC.________- DESIGN SUPERVISED BY:L3RlA�1-MCPETERS EF—J LMLU-:aQRN) DESIGNED ----------- SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATLON____ rr v vJ�in ry 56I.c i it tt }i. 8007,63, 611_fi 15" r EXIST, R/W DEDICATED ' BY DEVELOI NN LEGEND �`':? ":4;a:.:4•: PROPOSED CONCRETE PROPOSED PAVEMENT MILLIOVERLAY/BUILD UP DENOTES CONSTRUCTION LIMITS IN CUTS DENOTES CONSTRUCTION LIMITS IN FILLS N NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. N NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. % la cI 2` �; 911 'may 4(1 w i n � ' ,� ��<��`�� , •���� CG ' ;off. PEADAR N. LITTLE ��ti �� ( < Al , ��'��" �� ����� JANPIM P. LITTLE iR �`i v.1 �'`ht_ PARCEL !D, 06C)L�0-12 00-0201 D,B3 4060 F) ,. 262 9.821 AC. ,-,P �a l j3 5 C A EXIST. PIPE TO BE REMOVED A EXISTING UTILITY TO BE RELOCATED (BY OTHERS) ® EXIST. PIPE TO DE ABANDONED 14\ PROP, 5' CONC, SIDEWALK ® ADJUST EXIST. UTILITY TO PROPOSED GRADE ` WL7_ ` s 00 1 I i Curve C2 Pl = 201.91.97 DELTA - 34` 22' 52.40° (RT) D = 9' l4' 01° T = l9/.97' L - 372.35' R a 620.51' PC = 200.00.00 PT 203.72.35 V - 35 MPH EXIST. R/W t •— i 56 �I 32 ........ J ......... ...._.._. _.._..�. EX4t,t1.ng R%'i`d 5 E®101, -2010 C-503 i.>_. W .. ... v ,- � t Lij t 0/ t�= 33'S16YIr E Qr , nt � ki 3 0 2-2"'L.. C c j ® ncs STD. CG-12B CURD RAMP REO'D. ® STD. CG-6 REO'D, AARRACKS , CONSTR. (ROUTE 654) tS� ; r ID is ,n � Ln — W it 3; le i t C) t-C) 0 Cr C EXIST.RIw KELLI E. PALMER ta JCr1iry MH o I; DEDICATED PARCEL 04 060DO-000E.-00100 Rim = 565.15' BY DEVELOPER r 0.46 AC. 64 i ,TR 1 AX E" E�CORDS) 1 BARRACKS HEIGHTS LLC 00130 D.D. 4254 PG, 660 v"22 AC. NOTES. I.) CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG BARRACKS ROAD PER VDOT STANDARDS. 2.) SEE SITE PLAN ENTITLED "SITE PLAN FOR OUT OF BOUNDS DEVELOPMENT' FOR GEORGETOWN ROAD EXTENDED. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT -I®>, -2019 C-503 {h7 1 D y %?. 065M o,- 15 • j. t Qn,LD 7� �_ STATION �._ TERRY R. HUGHES OFFSET ELEV. y- r\ ^ i Cal : � � ; ; � �u - 3_,. HUHS _ & SHARPN S. A 202.64.64 23.24' RT M. E. (TOC) ' PARI C EL 1D,' 060D000 0D-0011100 j S ca -_ =� D. s. iJ;'J 'r3: z; 202.96.69 34.32' RT 563.16 (FL) e i' n r R f.. AG �._^. NO RE' .J4�DE.F� f�C; 1c > Cl�. C 203.02.69 49.26' RT M. E. (TOC) f.�y) i D 203"46.94 45.25' RT M. E. (TOC) (s39' 3834G'IV` 15L.c� i E 203�53.40 32.31' RT 56I.90 (FL) F 203.64.42 22.64' RT M. E. (TOC) G 201.02.95 36.02' RT M. E. (TOC) H 201 •I7.37 24.41' RT M. E. (TOC) 1 201'36.60 19.76' RT M. E. (TOC) PRIVATE SIGN I RELOCATED BY COUNTY ASTD. CG-2 REO'D. REFERENCES ( PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETC.) E&S Control Plan 5A Driveway Profile 58 Drainage Descriptions 7(I ) Storm Sewer Profiles 7(3)-(4) Signal Plan 9(2) ----------------- --- ------------------------------------------------------ ----------------------- `'^'. =�—_------_----_—_----------------_--__—_-----'---_---_---.--_------_--------_—_----'—_--_---__..—_—_--_--_----------.==----'--..----- ----.—__-----..--_---_—_---..—..-----....—.--..—...-------..---_..--..------� --'------'°'2,712°''_--_.—_------_..----_----_--'---'-------_..—_---_----_----_—__---__—___—_—_------_------_—_---------_—_------------------__----------.--------__—__..-------------_-------_—_---.—.....---_---_--_-----_----.—__------------~0'.~5~^O~5^~»^^.---..-------'--_---....---_---- � J.09:2g PY Plotted By/mott.horrel/ ' ' ' ' ' ' ' "u � ~n -------------------- 127/20J7------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- dJ04C556r005B.dgn_-------------------------------------------------------------------- 3:08:28 PM Plotted By: matt.harrell P R 0 J E C T M AN AG E R: J. ANDERSON—(434) 872-450/ -------------------------- SURVEYED BY: NXL-C(2N5TR(1C7IQO S'ERVICES,JNC __--_—_-- DESIGN SUPERVISED BY: -BRIM M-CPETF—aS PF (KIMLFYJIORJ) DESIGNED BY:ZIYLF—Y—:HQRN—&A5�QQ(AT-F-S—INC__________ SUBSURFACE UTILITY BY, DATE: INFRAMAP—CORPORATION_--- DRIVEWAY SCALE 1 ENTRo 202+ 36 RT BR 2 BR 2 - - - - - - - - - - - - - - - - - - - - - - - - --m - - - -I - - -� - - - - - - �J - - - - - - - - - - - - - -� - - - - - - - - - - - - - - 5�l r I I ® I c\j T �: I� I I I i I � I I ° j ® n�� �d ® d` I � I + �' t� t��yJ C) I� o ('6 ^ I I I I ��� I L J + t(6 '�v'^o L 1 l 'Q0 I L J �l � i `a ! I I I - - - - - - - - - - - - - - - - - - - - - - - - - - -! I I ------------I� LQ 5® I I ----e®---® L�'b' �}/�o 6 70 /- ------------ r----_- ® ------ - --------------m®_I -------- - ---------------J -s�- -II -®-®----®-®-®-----. ---56I5 I I I I I I I I I 24' I I I I I I I I I I I I I I I I ----------------------------------I----------------- I I I I -----------------I----------------50 I I I 0t00.00 0-/0®00 0.20.00 0".30.00 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT PAC PLANS 0 N N P R 0 J E C T M AN AG E R : J. ANDERSON_ (434) 872-4501 _ _ _ _ _ _ _ _ _ SURVEYED BY: NXLa.CQNSTd CT10-N 5Ef3VLCF5-1N---------- DESIGN SUPERVISED BY:L9dLAN-jV-CPETERS PE1KIMLEY_HO-RN)_ DESIGNED B Y KIRLEY_j0 N_ R _A550CI ATE,S LAC. ---------- SUBSURFACE UTILITY BY, DATE: INFRARAP_CORFORATLON____ SHEET 3 3—1 6.1 LF STD. MH-1 OR 2 REO. I STD. MH-1 FRAME & COVER REO. INV.60106'9 RIM = 608.40' STD. IS-1 REQ'D. CONNECT TO EXISTING PIPE 3—/ TO l98'—l5° CONC. PIPE CLASS 111 REO. (3' COVER) SILT TIGHT JOINT TYPE I NV UN) = 601.61, INV(OUT) = 59800' 3-2 I STD. Dl —3BB REO. L=61, H=10.41, INV = 592.0' STD. IS-1 REO. CONNECT UD-4 TO DI 3-2 TO 3-4 293'—l5° CONC. PIPE CLASS Ill REO. (3' COVER) SILT TIGHT JOINT TYPE INVON) = 592.01, INV(OUT) = 588.9' .�—.� 1 STD. DI —7A REQ. TYPE l GRATE REO. H=4o0', INV = 592.4' 3-3 TO 3-2 24'-15" CONC® PIPE CLASS 11/ RE0. (3' COVER) SILT TIGHT JOINT TYPE INVIN) = 592.41, INV(OUT) = 5920/' 3-4 I STD. Dl —3B REO. L=81, H=4o5'9 INV = 588.8' CONNECT UD-4 TO DI ACCESS LID SHALL BE SLIP AND TRIP RESISTANT 14 I TO (D 24/'-15" CONC® PIPE CLASS 111 RE0. (3' COVER) (716' RADIUS WITH OPEN JOINTS — USING 8' PIPE JOINT LENGTHS) JOINTS ARE TO BE OPENED A MAXIMUM OF 257. OF THE SPIGOT OR TONGUE LENGTH. SILT TIGHT JOINT TYPE I NV UN) = 588.81, INV(OUT) = 58205' NOTES: I. ALL STRUCTURES GREATER THAN 4 FEET IN HEIGHT SHALL HAVE STD. ST —1 T�N 71[-1 ll; p i i I! A 10 s H ]-.d I SHEET 4 4—1 I STD. DI —4BB REQ. L=81y H=llo5'9 /NV = 575.4' STD. IS-1 REO'Oo CONNECT UD-4 TO DI 4—/ TO 4-2 40'-48" CONC. PIPE CLASS 111 REO. (5' COVER) LEAK RESISTANT JOINT TYPE I NV ON) = 57504'9 INV (OUT) = 57503 62 CY MINOR STRUCTURE EXCAVATION 4-2 8.5 LF MOD: MH—I OR 2 REO. (SEE SHEET 7(2)) 1 STD. MH-1 FRAME & COVER REO. INV = 575.21 RIM = 584.34' STD. IS-1 REO'D. 4-2 TO 4-3 /55'—l5" CONC. PIPE CLASS 111 REO. (2' COVER) SILT TIGHT JOINT TYPE INV UN) = 575.21, INV(OUT) = 564.4' 4-3 4.5 LF STD. MH—I OR 2 REO. I STD. MH—1 FRAME & COVER REO. INV.56205'; RIM = 567.71' 4-3 TO 4—ll 64'-15" CONC. PIPE CLASS 111 REO. (2' COVER) SILT TIGHT JOINT TYPE INVUN) = 562,5', INV(OUT) = 56/00' 4-4 1 STD. ES-1 l5" REO. INV = 55000' Sal TONS STD. EC-1 CLASS l REO. TYPE A INSTALLATION 4-7 / STD. Dl —3B REO. L=101, H=3o9',1NV = 579.6" CONNECT UD-4 TO DI ACCESS LID SHALL BE SLIP AND TRIP RESISTANT 4-7 TO (2D 68'-15" CONC. PIPE CLASS 111 REO. (3' COVER) SILT TIGHT JOINT TYPE I NV UN) = 579.61, INV(OUT) = 578.6' 4-8 / STD. DI —3B REO. L=819 H=4ol',1NV = 578.5' CONNECT UD-4 TO DI ACCESS LID SHALL BE SLIP AND TRIP RESISTANT 4-8 TO 4-9 /55'—l5° CONC. PIPE CLASS /// REO. (3' COVER) SILT TIGHT JOINT TYPE I NV ON) = 57805'9 INV(OUT) = 577.1' 4-9 3.4 LF ST Do MH—1 OR 2 REO. I ST Da MH—1 FRAME & COVER REQ. INV ®57700'9 RIM = 581.11' STD. l S—/ REO'D. SHEET 4 (CONT'D.) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 4.9 TO X4-10 9'-15" CONC. PIPE CLASS 111 REO. (3' COVER) SILT TIGHT JOINT TYPE I NV UN) = 577.01, INV(OUT) = 576.6' CONNECT TO EXISTING STRUCTURE D4.6 LF STD. MH-1 OR 2 REO. I STD. MH-1 FRAME & COVER REO. INV.55900'9 RIM = 564.50' STD. IS-1 REQ'D. TO 4-4 59'-15" CONC. PIPE CLASS 111 REO. (3' COVER) SILT TIGHT JOINT TYPE INVIN) = 55900%INV(OUT) = 55500' SHEET 5 DISTD.DI-12B REO. TYPE I GRATE REO. H= 4a0', I NV = 562.7' STRUCTURE SHALL BE CAST —IN —PLACE DTO D 7'-15" CONC. PIPE CLASS 111 REO. (3' COVER) SILT TIGHT JOINT TYPE I NV UN) = 562.719 INV(OUT) = 562.6" CONNECT TO EXISTING STRUCTURE 5-2 CONVERT EXISTING DI TO MH l ST Do MH—I FRAME & COVER REO. RIM = 568.87" STD. /S—/ REO'D. P R 0 J E C T M AN AG E R: J. ANDERSON_ (434) 872-4501 _ _ _ _ _ _ _ _ _ S U R V E Y E D B Y NXL 02N,5TH CTION QERy10ES-IN---------- DESIGN SUPERVISED BY:BRLAIV M-CPEZERSPE-(KLMLEYJI_O-RN)_ D E S I G N E D B Y : IS1RLEY_110-RLV_ & -AS�QQ[AT-F-S.gJN----------- SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATLON____ STRUCTURE 4-2 TOP VIEW 38 " MIN. STAINLESS STEEL ORIFICE PLATE BOLTED IN PLACE 48" (INV. IN 575.32) NOTES: ROUND OR SQUARE 12" OPENING THROUGH WEIR WALL /5" (INV. OUT 575.22) 8" WIDE WEIR WALL to ORIFICE PLATE SHALL BE ABLE TO FIT THROUGH MH—I COVER. /7/A/ _ rnA ZAP ST AINL ORII BOLT EI SECTION A -A M.'&mw_ (INV. 575.22) ", ►� „v v L—, ,, 0 FRAME & COVER 578.05) 577096) 77.91) SOUARE WEIR WALL 575.22 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT NOTES: to ALL STRUCTURES TO FOLLOW V DOT STANDARD DETAILS UNLESS OTHERWISE DIMENSIONED ON PLANS. 20 ALL STRUCTURES GREATER THAN 4 FEET IN HEIGHT SHALL HAVE STD. ST—Io 3. ALL WEIR WALLS TO BE 8" CMU WITH GROUT FILLED CORES. 4o REFER TO DRAINAGE DESCRIPTIONS ON SHEET I(l) FOR ALL RIM AND INVERT ELEVATIONS. 5o INLET SHAPING AS NEEDED. 6o ALL MANHOLE COVERS OR ACCESS LIDS SHALL BE LOCATED OVER TOP OF ORIFICE PLATE. 7a ALL STAINLESS STEEL ORIFICE PLATES NOT CALLED OUT AS BOLTED IN PLACE SHALL BE ATTACHED SUCH THAT EACH CAN BE REMOVED WITHOUT ENTERING STRUCTURE BY SLIDING VERTICALLY OUT OF PLACE ON C—CHANNELS. 8e SEE V DOT STD. SW M—DR FOR DETAILS ON STEEL PLATE, BOLTS, AND ORIFICES NOT SHOWN. 90 SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN SHALL BE SUBMITTED TO ENGINEER PRIOR TO FABRICATION AND INSTALLATION FOR REVIEW AND APPROVAL. I - 9!T -- - ---------------------------------------------------------------------------------------------------------------------------------- dJQ4 b 3/27/2Q17 ----------------------------------------------------------------------------------------- E53 rQ07(31.dgn ----------------------------------- 3:08:30 PM Plotted By: matt.harrell PROJECT MANAGER: -d.�]NL)ERS-O_N_L4. J-OZ2-45-01___________ SURVEYED BY:IYXLCUNSTRU- 10NSEaMESJNC._________- DESIGN SUPERVISED BY: BRIAN MCPETERS_K (KIMLEY_HORN) DESIGNED BY: KIMLEY=HORN & ASSOCIA C. _ _ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITY BY, DATE: 1NFRAMAP_C0RP0RATI0N_____ 615 6/0 605 595 590 585 575 O,00 0 N ti N n STORM 3-3 TO 3-2 9 ��_=����� DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT SCALE HORIZONTAL 0 25' 50' SCALE PROPOSED VERTICAL GRADE 0 5' 10' EXISTING Notes.. GRADE � Ln n 605 - - -------------- , cv - - - - - -; - - - - -: - - 0 : � : ; ; � ; I) SS Pipe denotes Storm Sewer Pipe. 603 i - " ' - -N- - .1 ' : -_ : ,� : 2) Storm Sewer Pipes shown on the profile are represented - - - :- - - _ � - by their inner diameter dimension, and do not include wall --Q --- __/---- : thicknesses. --- --K- 3-1 to :3-2 11 - _ _ _ � _ _ _ -- -- ' _ _ ' 3) Only existing Utilities, at the time of the survey, ore �-: ---- �,/ 25 shown on the Storm Sewer Pipe Profiles. These profiles � : -- : do not reflect either planned re -location of Utilities or — — ,(------; ' proposed Utilities, except for the waterline construction. 593 -, The Contractor is also directed to any Utility Plans that -----;---- - - - - - - 3-2 to 3-4 may exist as port of this plan assembly. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _92.Q0 4) Not all Utilities are shown on the Storm Sewer Profiles, -o 1.25 onlythose Utilities listed on the Utility Test Hole Data tY 588 o---�------- I I rn----------� Sheet with the addition of Sanitary Sewer line crossings. 24p01-L. 5) All Utility locations are approximate, and are based on /5° Concrete Pipe e. information from the project's Test Hole Data Sheet. - - - /025 - -% - - - - - I Utility information shown is specific to its corresponding 583 Utility Test Hole location. f 00 0 f27 STORM 3-1 TO 4-1 6) Utility Test Hole Information is located on Sheet /J. 7) Utility clearance dimensions shown assume the use of concrete Storm Sewer Pipe and corresponding pipe thicknesses (worst case scenario). - o-- - -------- --- ----- ----- --------- ----- --- - -- - - -a,- ----- o-- ----- ---- ------ ----- ----- ------------- ----- ----- - - -- - - - - -- - - - - -- - - - - -- - - - - -- - - - -- - - - - - - - - - -- - - - -- -- ---- ------ ------ ------ ----- ----- ----- ---- ------ ----- ------ ----- ------ ----- ------ - -- - - - -- - - -- - -- - - -- (�V� ----------- ------ ---- --- ---- --- - - ---- --- - ---- - - -- - - - - -- - - -- - - -- - - -- ---- oCJ F------ Q 11 ; ; --- ---- --- --- --- --- ---- - ---- --- ---- --- ---- --- ---- --- ---- --- _--- _"_-- --- ---- ----- ---- _--- __--- -- --- ------ --- - ---- ---- ----- ---------- ------ ---- ------ --- ---- ---- ---- --- --- -- ------- ' - - - - --- ---- --- ----- --- --- ---- - ---- ---- --- ---- --- ----- --- ---- --- ---- --- --- - --- - - -- - - -- -- ----- --- - - ------------------- ---- ---- ---- ---- ---- --- ---- --- ---- --- ---- --- ---- --- ----- - ------ Pq o ---- --- -- - --- --- ---- --- ---- --- ---- ------ ------ ------ ----- ,n ---- ---- --- - ----- ---- ----- ----- ------- ----- ---- ------------ ----e:i- ---- ---- o ----------- ------------------------- ------ ------------- - ---- - ----------------- ----- ------ ------- --- ---- ---- ------ --- \- - - - <o --- ----- - ---- --- ---- --- ---- - - - --- --- - - --- - --- - - _ - - --- ----- ----- ---- ----- ----- — ----- ------ ---- - ----- - -� -------------- - ----- ----- - -- - ------ ----- ----- ---- - 11 - --- ---- ------ 8-' ------ ------ ---- ---- ----- ----- ------ ---- ---- -- - ---- -- ------------------- - - - -- __-- --- - - - - --- ------ ---- ------ - ------ ---- ------ ----- ----- ----- ----- ----- - ------ ---------------- ----- ----- ------ ---- -- ----- ------ ----- --- --- _ ---- --- ----------------- — — — _ --- _ ------------ ---- ----- ------ -- -- ____ ____ _____ ____ ____ -------- --- __ _ _'L��_ _ _____ _ N __ _____ ____ ___ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ ___ --I- _____ ____ _____ ____ _____ _____ ____ ------------- ---- ----- ----- ----- ----- ---- ------ o------ __ __ _ __ ____ _____ _____ ____ ---- -- - ------ ----- --- - ____ ___ - ------ ___ - T _� M. / - . _____ ______ --------- ----- ----- _____________ ______________ _______ ______ ______________ _____ ________ ______ ______________ _____________ ________ _____ ____ _____ ____ _____ ____ _____ ____ _ _ _ _ _ __ _ _ __ _ _ ___ _ ; ; =/= : 97,6 --- = ; = 2; PLASTIC --- AP�'R0 -r GAS - CLEARANCE; --- EXISTING- GROUNd �o ---- - --- ---- --- -- --- _ ___ - - ---- - ,� c o�rete:-Pi- e; -R- -, - P eq d. - - --- ---- -- , TEI EPRONE . -- — - - - ---- GRAflE ; r --- ---- --- - ---- --- - T l� 2; - APPROX. 2.� _ - - - ; ----- ---- ----- ----- --- --- -- --- -- --- --- --- --- -8_WAT - R E �EAf AN Tl 4: ------ --- -- -- - -- -- ---- --- --- --- ---- --- ----- ---- ------- ----- ------- --- ------------ -1 --:- -- - - APPR X .8:' 0 92 -- --- - - 4 . UNKNODUN - - -- - - — — ----- <o . 1 - . v 7 ---- --- ---- --- ---- : CLEARANCE: I AF?PRO��a 2' ;- ------ --- -- --- ---- -------:--------------�-------L------------ _, t - Cl EARANCE: --- --- ---- — — --------____ -- ---- ---- --3 __to -2-- - - - _:_ - ---- --- ---- --- ---- --- - 5 / -- --- ---- __ ________ _ _ _ - --- ---- _ _ _ _ __ ----- ---- ----- ---_ __ ----- __ __ ___ ___ _ __ _ ---- ----' ---- ----- __ _ ___ _ _ _ ____ __ _ _ ___ _ _ - - _ _ _ -- - - - ______ _ _____ ____ _ ____ _____ __ -_ ___ - -" ___ ____ _____ - -__ _ _ _ ______ - - ___ _ __ - - T- -- �- ___ _ _ __ ____ _ _ ___ �____ - - ---" -- - ____ _ ___ _ _ __ - --- _---- ---- ----- ---- ______ ----- ---- ___ __ _________ ____ _______ ______ ______ ____ _____ _____ ____ ____ __ `^+__ 01J -- - ----- --------:------ ---- --- o --- ---- N --- ---- --- ---- --- ---- --- ---- --- - - ---- --- ---- 23020 L.Ea - - -- ---- --- ---- --- ----- -- ---- --- ;_ _ ; _ -_ --- a''� __ __ ____ _ ____ _____ ____ _____ ____ _____ ____ _____ ____ _____ ____ _ _ __ __ ___ _______ ______ 5 , ConGrefe Pie Re 'd.. Q _____ ________ _____ ______ _____ _____ ____ _____ ____ _____ �� _r --- ---- ----- ---- ----- ---- ----- ---- ----- ---- -------------- ----- - ---- - --- --- - - --- ---- -- --- - - - - ---- --- - -- --- -- - - -- --- -- --- --- --- -- --- ---- ---- --- -p- - _ - -- - - - - - , .__ - - - -- --- -- ---- - -- --- - - --- ----- --- -- - --- ---- --- --- -- -- ------------- ----- ---- ----- - - ---- ----- ---- ----- - ---- --- ---- --- ---- --- ---- --- ---- - - --- --- --- ---- -0 --- - --- ---- --- ---- --- ---- --- h;- -- - - - .�- -------------�-------:--------I----- - ----- --- ----- ---- ---- - ----- ----- ---- ---- --- ----- ---- ----- ------ _-- 2 21000 ; L.F -_ - ----- _' ---- -- ---- --- ----- ---- --- --- ---- --- ---- --- ---- --- -- ------ ----- /5 Cu�cr ete j. e %� Reg -- — - - - - wATR -------------------- --- --- - ---- --- ---- --- ---- --- ---- ---- --- d: ---- PoP. --- -- ----------------------- ----- - --- --- ---- --- ---- --- ---- --- ---- --- ---- --- --- ---- - ---- --- ---- --- ---- --- ---- --- --- 2 o61 ---- -- - - -- - - - -- - - - -- - - - -------------------------- -- - - ----- ---:-------'-------'-------'-------'-------'----- - - -- - - - -- - - - -- - - - - -- - - - -- - - - -- - - - - -- - - ------------- ---- ------------------------ -- ------ -------- ------ ------- ------ --- - - - ------ - ----- - - - - ----- - - - - - :-------'----- ---- ------ ---- ------ - - - - - -- --- ----- ----- ----- ----- ----- ------ ---- ------ ---- - - - - -- - - - - -- - - - - -- - - - -- - - --- - - - - --- - - - - -- - - - --------- - - - -- - - - -- - - - - -- - - - -- - - -- - - - - - - - - - -- - -- -- - - - - -- - - - - -- - - - - . - - - - - -- - - -- - - - - -- - - - -- - - - - -- - - - -- - - - - -- - - -- ----- ---- ------ ----- ------ ----- ------------ ---- ------ ----- --- ------ ------ ------ ------ ----- ----- ----- ----------- - - - - -- ---- ---------------- iv1 /lV N. l8 CLEAf?ANCE - - - - - - - ----- ------ ----- - - -- - ------------ - - -- -- i /+00 2,00 J+UU 4'-UU 5,00 . // 7,00 7+41 4-1 to 4-2 575.40 4.00 ------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------dJ04655brQ07-l_4I_ n------------------------------------------------ 3:08:31 PM Plotted By: matt.harrell PROJECT MANAGER:J1 ANDE8a0N L4J4)_8Z2_45_0L__________- SURVEYED BY: NX/_._CQNSTBUCT101V_SERJ/I=-I L0._________. DESIGN SUPERVISED BY: BRIAN MCPETEERS.FE (KIMLEY_HORN) _ DESIGNED B Y : KI MLEY-HORN & ASSOCIATES-INC------------ SUBSURFACE UTILITY BY, DATE: 1NFRAMAP_C0RP0RAT10N_____ STORM 4-1 TO 4-4 595 ----- ------ ----- ------ ---- ------ -------------------------------- ------ --- ------ -----=----- -----=-------=- o GRADE- ------- -- ------------------ ---- ---- ---- ------ ------ ------------- ------------- ------ ----- --- ------ ----- ------ ------------ ---- ------ ----- ----- --------------- ----- 590 0----------------------- ------------------ o---------------------------------- ---------------------------- ----- ----- ---- ----- ----- ----- --- ------ ---------------- ------ ---- ------ co --- -- --- ------ ------ ----- ------------- -- ----------- ----- ------ ----- ----- ---- ---- ---- ------ ------ ------------------- - - - -- --- ---- -`--' 1---- --- ---- --- ---- --- ---- ---- ---- ---- --- ---- --- ---- --- ---- --- ---- --- ---- --- ---- --- ---- --- --- --- ----- �----- ----- ----- --- ---- - --- �: d --------- ------ --- ----- ---- - - ------- CD 585� ----- ------ SS A tp SS -- - ; -------------- ----- ------ ----- - 3-4 to 4-1 -- ; ---- --- ----- 581.34 --- ------ ---- ------ 582.50 ----- ----- ------------ ----- �8„ ---- -- - =------- ---- ----------- ----- ---- ----- ----- ----- ------ ----- ---- /.25 ;------- ;------ ; — - ; -- - ---------------- - ---- ---- - ----- ------ ------ 1.54' CLE;ARAt,! E 580 = = -------------------------------------------- ------------------ ----- ----- -- - - - - -- - - - --- - - - - -- - - - - - ---------- - - - - --------- - - - - -------- - - - - ---�-�----- - - -- - - - -- - - - -- - - - - -- - - - -- - - ------- - - - - -- - - - - -- - - - -- - - - -- - - - -- - - - --- - - - - -- - - - - -- - - - - -- - - - - -- - - - -- - - - -- ---- ---EXISTING---- ------ 575 ----- - - -- ---- ------------- ------------------------------------------------ ----- ------ ------ - � �- GROUND N------ --- ------ ---- ----- ------ ----- ---------� � ----- ----- ------------- ------ --- ----- ----------------- ------ ----- ----- ----------- �' ------------------- ---- - ---- --- -- --- ----- -------------------- -------- '---------------------------------------- ------------------ ----------------- - in----------- ----- ------ ------ ----------- ------ - ---- ----- ---- ----- ------ �X----- ------ ------ ----- ----------- ----- ---- ----------------- ------------------- `�;------- --- - - ----- u;_ 570 ---'-- �'-�------- ----- - ----- ------ ,; o o -- ----- ---- ---- _ v N ------ ---- 39;9D- - LA -- - - 48" Concrete Pi R q`do �� -- ---- --- ----- ; ----- \ � --- ----- ---- ------ ------ --� ---- ---- ------ ------------- ---- ------ u�� ------ ------ ----- ----- ---------OP20---- / �>S ----- ---- ---- ----- ----- ------------- ------------- ---- ------ ------------ ----- ------------ TOPt 565----------- ------ ------------------- ---- ----- ----- ---------- ---- ------ - ----- OF RO',CK ��` ,o ° � � � � e ------ -- --- ------------- ----- ------------ ------ ----- ------ ° ;\ ® e ---- ---- ---- v;; ------;------- ------------------------------------------------------------------ ----- ----- ----- ---- ------ ----- ------ --------- ---------------------- ----- ------ - - ------------- �r; = ---- ------ ------ ---- - ; ; ------------- - ----- ' �� ; or�c , PiAe ��- Rq-d ----- - ;�.36 � �, ------ ---- ------ ------------- ------ -------------------- ---- --- ------------------- ------ ------ ------ ---- ------------- - s� ---- ------ ------ ----- J _-� --- - - ---------1� ------ ----- ----- ---- ---- ------------ ----- ------ ------ - - -- 555 ----- ----- ----- -- -- ----- ------ ------ ------------ ------------ ----- ----- ----- ---- ----- ------ -----------------'--�;---- --- ----- ----- ----------------------- ------------ ----- ------------------ ---- - ------------ ------------- ------ ------ ------------- ---- ----- ----------------------------�'-------=�� ------ ------------------ ---- ------ ---- ----- ---- ------ ------ ----------`-- o -- �Sq ------ ----- ----- ------ ------ ------------- -------------'----- -------------------- ------ ----- ----- ----- ---- ------ ----- ------ ------ ------------- ��,r °o! --- --- ----- ------------ ----- ----- ----- . - ---- ---- ----------------------------- ------ �o;� 550 ------ - - - - -- - - - - -- - - - - --- - - - - -- - - - - ---------- - - - - -- - - - -- - - - -- - - -- ----- -------- --- ---- ------------ - ----- - - -- "�� �= � -- - -- - - - -- - - - -- - - - -- - - - -- - -- - - - - -- - - - -- - - - - -- - - --------- - - - - -- - - - - -- - - - - -- - - - -- - - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - - -- - - - -- - - - -- - - --- - - - - -- - - -- - - -a oU, ------ ----- ------ --- -- ---- ------ --- ----------------------------------- ------ ----- ----- ----- ----- ------ ------------- -- --- ---- ---------------- __L \ 545 0,00 /+00 2,00 3.00 3,31 590 W 575 STD EC -I, CL I 3J TONS REOT. TYPE A INSTALLATION TORY 5—1 TO 5-2STORM 4-7 TO EXo 4-10 ------------------------------ ------ -------------------- ------ I------- - Ln ;----ro- ---- ----- --------EXISTING; ------- ------- ------ ------ o; - ------'------- -- ------ ---- ._. __________________ __ ___._!_______ ___ _ _ __ _. _____ _____ O n i�f-'.J , - a-- - - p ----- ------ ----- M G co r� � Cq _ ,� o C -----o Q ----- ----- ---- ----- ---- ----- ------------------ ---- 6 - --- _ - ----- _ ---- ----- ------------------ ------ ------ ---------- ----- - a> _� r PR_ _OP_lJSFD n ; GRADE ---- PLASTIC A T H - #T: 1ff_CONFLICT ------------- ---- ----- ---69-34 L:.F - ----- ;_ �5 G�oncr�te P e - L54:98 L>Pa � p R�q d. <q -� ----- ---- A46 �- - ----- e® --- --- ---- - l Concrete ;Pip c7 -- ------------- ------ 09 j ,®O ., e ' Re U ram° ; 8�� L;oF ------------- ---------------------------------------- ----- - ------,-------,------------- --- ogre 46.gi 570 0,00 /}00 2+00 CO A9"d 2,40 58/ 580 --- ------ PROPQSED: ----- -- GRADE 575 -�Q- Lo--- �o o `n o O Cc 570 o cr- EXISTING GROUND 565 5-Z to iTx.5-3 562.60 560{ ll 6.93 L.F. 15" Concrete Pipe Req.d. 1.447. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT SCALE HORIZONTAL 0 25' 50' SCALE VERTICAL 0 5' 10' Notes. I) SS Pipe denotes Storm Sewer Pipe. 2) Storm Sewer Pipes shown on the profile are represented by their inner diameter dimension, and do not include wall thicknesses. 3) Only existing Utilities, of the time of the survey, are shown on the Storm Sewer Pipe Profiles. These profiles do not reflect either planned re -location of Utilities or proposed Utilities, except for the waterline construction. The Contractor is also directed to any Utility Plans that may exist as part of this plan assembly. 4) Not all Utilities are shown on the Storm Sewer Profiles, only those Utilities listed on the Utility Test Hole Data Sheet with the addition of Sanitary Sewer line crossings. 5) All Utility locations are approximate, and are based on information from the pro ject's Test Hole Data Sheet. Utility information shown is specific to its corresponding Utility Test Hole location. 6) Utility Test Hole Information is located on Sheet 1J. 7) Utility clearance dimensions shown assume the use of concrete Storm Sewer Pipe and corresponding pipe thicknesses (worst case scenario).