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HomeMy WebLinkAboutWPO201500024 Plan - VSMP WPO VSMP 2017-04-053 L m 0 C 0 0 U U) ID m 0 a m L a 3 Q-° 0 Lo N ( I I � wl �I MMI O(� ,I Ln( 00, vy,�- �� I (� m • �, L,J Lj LIJ Q ► J 0 Q Qi D <C m �' Lj Q Q U )- Iy w W z D i (n O rz (f) M of,=) LTJ D FOR INDEX OF SHEETS SEE SHEET 1A FHWA 534 DATA 3HO28 THIS PROJECT WAS DEVELOPED UTILIZING THE VDOT'S ENGINEERING4 f, DESIGN PACKAGE (GEOPAK). GEOPAK Computer Identification No. 104655 AII BEMAIRLE COUNTY OFFICE ®F FACILITIES DEVELOPMENT [I W I_. • 1�l ALBEMARLE COUNTY VSMP APPLICATION #: WP0201500024S a 11\1p IIS IIS 11ROFILE OF I0"POSED l ISI TISI H I ' � I■I \\ AY ALBEMARLE ROUTE /4\- .J FR0V0o11VToW1TH ' 656 i T00o 00\- 7 M/0 Wo OF /A/To WITI-1 ROUTE 9 CONVENTIONAL SIGNS STATE LINE ________________ COUNTY LINE _ _ CITY,TOWN OR VILLAGE RIGHT OF WAY LINE _ _ FENCE LINE ------------------------------------------------ x x UNFENCED PROPERTY LINE FENCED PROPERTY LINE ______________________________ x------- �—x WATERLINE ------------------------------------------------ SANITARY SEWER LINE ________________________________ GAS LINE - IG — - - - ELECTRIC UNDERGROUND CABLE __________________ - E TRAVELED WAY -------------------------------------------- - - - - - - - - - - GUARDRAIL ----------------------------------------------- RETAINING WALL ---------------------------------------- RAILROADS -------------------------------------------------- G BASE OR SURVEY LINE ________________________________ 07O a LEVEE OR EMBANKMENT ------------------------------ _____________________________BRIDGES -----ALBEMARLE COUNTY 0 TYPE BRIDGES ----------------------------------------------------- E CULVERTS--------------------------------------------------- LENGTH EXCLUDING DROPINLET ------------------------------------------------ O POWER POLES ----------------------------------------------- ■ ■ ■ ■ F TELEPHONE OR TELEGRAPH POLES --------------- ______________TELEPHONE PROJECT N0. TELEPHONE OR TELEGRAPH LINES --------------- NO. HEDGE______________HEDGE-------------------------------------------------------- BRIDGE(S) TREES---------------------------=----------------------------� Q HEAVY WOODS --------------------------------------------- DES>CRIPTION GROUND ELEVATION ___________________________________ DATUM UNE C GRADE ELEVATION _______________________________________ DATUM LINE THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY, INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL CONSTRUCTION PLANS, FOR INFORMATION RELATIVE TO ELECTRONIC FILES AND LAYERED PLANS, SEE THE GENERAL NOTES. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DEPARTMENT'S 2016 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY. ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND WIDENED IN ACCORDANCE WITH STANDARD _TC_5.11U EXCEPT WHERE OTHERWISE NOTED. THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL SIGNATURES, ARE FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY. ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES, IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW, ro RT >g3 E J o -----ALBEMARLE COUNTY 0 TYPE PROD. 9999-002-R45, PE -101, C-501 EQUALITIES LENGTH INCLUDING LENGTH EXCLUDING O O nip - N � PROJECT N0. N NO. BRIDGE(S) BRIDGE(S) PROJECT PROJECT DES>CRIPTION PROJ. 9999-002-R45, RW -201 FEET SCALE 0 300' 600' 0 N Ln Q Cp W HYDRAULIC_ ROAD �z '-(ROUTE 743) - }, `l a z i �e �s 3 _.. _ .............. \ t ;......_. _.. JO o W'� ococ �' �J Q) t f DESCRIPTION REFERENCE STA. 101 -05.64 RTE. 743 INTERSECTION WITH RTE. 656 Population Albemarle County 99,014 (2010 Census) ------------ ' TO US ROUT E -- [STATE' r C UpRO ECT MI L) ROUTE J I AP PROJECT SHEET VA. 743 9999-002-R45 (SEE TABULATION BELOW FOR SECTION NUMBERS) FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA URBAN MINOR ARTERIAL -UNDIVIDED -ROLLING -40 MPH MIN. DESIGN SPEED Fr: INT.WITH ROUTE 656 (GEORGETOWN RD.) To: 0.37 Ml. W. OF INT. WITH ROUTE 29 ADT (2014) 12,200 ADT (2039) 15,600 DHV (2038) 1,500 D (%) (design hour) 57.67. T (/.) (design hour) 3% V (MPH) DESIGN CRITERIA STD. GS -6 C1 *SEE PLAN AND PROFILE SHEETS FOR ACTUAL HORIZONTAL AND VERTICAL CURVE DESIGN SPEEDS girlUi �i CHESAPEAKE BAY PRESERVATION COMPLIANCE ACHIEVED BY PURCHASING 0.44 LBS. PHOSPHORUS FROM GREYFIELDS NUTRIENT BANK ON 10/31/2016 � ��j BRIAN A. l McPETERS -r) LIC. No. 041405 cy -'x3 Brian Brian A McPeters 2017.03.28 21:13:24 -04'00' Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER REVISED STATE -----ALBEMARLE COUNTY FEDERAL AID TYPE UPC EQUALITIES LENGTH INCLUDING LENGTH EXCLUDING BRIDGE TYPE (SIGNATURE) PROJECT SECTION PROJECT N0. CODE NO. BRIDGE(S) BRIDGE(S) PROJECT PROJECT DES>CRIPTION FEET FEET MILES FEET MILES NO. N0, Ln PE -101 104655 1993.31 0.378 1993.31 0.378 NONE PRELIM. ENG Fr: INT. WITH ROUTE 656 (GEORGETOWN RD.) cr_ To: 0.37 MI. OW. OF INT. WITH ROUTE 29 I RW-201 104655 1994.39 0.378 1994.39 0.378 NONE R.O.W. Fr: INT, WITH ROUTE 656 (GEORGETOWN RD.) C) O To: 0.37 MI. \W. OF INT, WITH ROUTE 29 0'' C-501 1000 104655 1993.31 0.378 1993.31 0.378 NONE CONSTRUCTION Fr: INT. WITH ROUTE 656 (GEORGETOWN RD.) rn To: 0.37 MI. 1W. OF INT. WITH ROUTE 29 2/8/2017 KARIC_CIVVI3038 - Albemarle Cty On-ColIV9_HydroulicRd\CADD\REF\Sheets\d104655hr001,dgn Project Lengths are based on ___ (ROUTE 74-3) HYDRAULIC RD. CONSTR_,e...... ADV PLANS JANUARY 17, 2017 TIER 1 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 LOCAL GOVERNMENT OFFICIAL (!TYPED) RECOMMENDED FOR APPROVAL FOR CONSTRUCTION ----------------------------------------- DATE JACK KELSEY,PE APPROVED by the Albemarle County Community PeVe10prment Department Date p 7 File Copyright 2015, Albemarle County IJHUJtc ISHEET NO. 9999-002-R45 I F'KUJt(_; I MHIVHU�K�.t1J]t1L14.�4L�/L4�UL SURVEYED B Y BSB SIlB1LEYNG_ AAS Y—AF—_F-JAIG, LLQ DESIGN SUPERVISED BYBEIAlYL—,VCPEZFR.S"P—F-1ISIMLEY:i .-ENZ DESIGNED BY LIMLF_YjiORAI_ & -A SSQCZATf SJALQ. _ SUBSURFACE UTILITIES BY MLSS_U_T1L1D____________ LOCATION 1 COUNTY OF ALBEMARLE INDEX OF SHEETS I ""r \\ y SHEET N0. DESCRIPTION STATIONS < ori i 11�a / , rrrc, d a I TITLE SHEET RO 91,, Il"v t ,�u¢ G lA LOCATION MAP/ INDEX OF SHEETS €s ! ,fk €ts ! az W. �"�'��' �' 1, � '�­�?"�',�"! ­ �' 1,111. 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CBPA COMPLIANCE PER VSMP SECTION 10.1-603.8 ITEM (B) 5 & VDOT HDA 07-01.2 WATER QUAI I T Y COMPUTATION OUTFALL I OUTFALL 2 (i) DISTURBED 0,54 ACRES 0.33 ACRES AREA (H) PEAK FLOW 010 -PRE = 1.93 CFS 010 -PRE = 19.90 CFS RATE FROM 010 -POST. = 2.12 CFS 010 -POST. = 20.87 CFS OUTFALL NEGLIGIBLE INCREASE IN NEGLIGIBLE INCREASE IN \,\ DISCHARGE FROM ROADWAY, DISCHARGE FROM ROADWAY. QUALl"I"Y ANQUANTITY DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED \ \ rian A McPeters NECESSARY BY THE DEPARTMENT DA71"A SNIFFY \ 20 17.03.28 28 21:15:45 -04'00',Inc. Kimley-Horn &Associates, Inc. \ 0 \ Richmond, Virginia 100 ROADWAY ENGINEER 00 G'A woo ftft 00 �Mid �� �` � J-r�Ae""ee� i♦ i ' 4001,,, ' ♦ 100 r , woo OUTFALL I y. __.___._. -____--__--d %0100 - - *401 A 41 t� \ \ N" \ �� ,%* 1 Gam• �-'` \ � , - � ssbl v4* � ivy ' ♦\ ✓ �, w- jam. �r �r� �g r : woo i \\ �. •0 00 0100 000 son NOW 400 000 ♦ -� --�" -" err ooP OUTFALL 2 Now woo so" loom Mw OEM ago woo Iwo '00 woo '000 wr won woo woo __. _ _. _' - ''-' - _ - '' HYDRAULIC ROAD (ROUTE 743) k E 'j I FrFNI) t � i A- SITE: 0.478 AC. IMP. COVER PRE: 0.122 AC. IMP. COVER POST: 0.320 AC. __________ �SS 'k k POST -DEVELOPMENT IMPERVIOUS AREA CHESAPEAKE BAY PRESERVATION COMPLIANCE ACHIEVED BY PURCHASING 0.44 LBS. PHOSPHORUS FROM GREYFIELDS NUTRIENT BANK ON 10/3112016 \' Q) N DRAINAGE AREA BOUNDARY TIME OF CONC. LINE WATER QUAI I T Y COMPUTATION S \,\ SCENARIO A -SITE [AREA] IMPERVIOUS PERVIOUSAREA IMPERVIOUS P LOAD REMOVAL (AC.) AREA (AC.) (AC.) COVER (LB/YR) REQUIRED (LB/YR) \. PIKE -DEVELOPMENT 0.478 0.122 0.356 25.5% 0.30 •� \ PAST -DEVELOPMENT 0:478 1 0.320 0.158 66.9% 0.71 0.44 WATER QUANTITY COMPUTATION Drainage Impervious Pervious Runoff Time of Raiinfall Run -Off ID Area Cover Cover Coefficient Conc. Intlensity Quantity (Acres) (Acres) (Acres) (c) (minutes) (I, iin/hr.) (cfs) 1 - Pre 0.S3 0.25 0.28 0.58 6.33 6.25 1,93 1- Past 0.53 0.30 0.23 0.64 6.3.3 6.25 2,12 2 - Pre 8.23 3,68 4.55 0,57 17,30 4.26 19,00 2 -Post 8.22 1 4.06 4.16 1 0.60 17.30 41.26 20.87 Q) N DRAINAGE AREA BOUNDARY TIME OF CONC. LINE " 7A " I1,1A.L S GENERAL I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALBEMARLE COUNTY, COMMONWEALTH OF VIRGINIA, ANO VDOT BEFORE BEGINNING CONSTRUCTION. 2. THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 3. 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 PLAINS. THE CONTRACTOR SHALL CONTACT MISS UTILITY PHONE NUMBER 811 A MINIMUM OF 48 HOURS 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 AND VDOT 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: UTILITY TELEPHONE NUMBERS ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) I-888-252-3468 DOMINION POWER I-866-366-4357 CENTURY LINK I-434-244-0288 9. IF THE CONTRACTOR WISHES TO WORK DURING EVENING HOURS AND/OR WEEKENDS HE MUST FIRST RECEIVE APPROVAL FROM THE COUNTY PROJECT MANAGER. I0. 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 UTILIITY LOCATION MARKS & TRAFFIC LOOPS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION. ALL ASPHALT & CONCRETE SHALL BE SAW CUT. PAVEMENT P-2 The pavement materials weight will vory 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 theoretical maximum density. C =11wo 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 brick and/or concrete items located in the area to be graded shall be included in the total lump sum bid. G-5 If, during construction, it is deemed necessary to undercut by more than two feet, or the limits of such excavation, such change is to be made at the direction of the Engineer and measurement and payment shall be made in accordance with Section 303 of the applicable VDOT Road and Bridge Specifications. G -G The borrow material for this project shall be a minimum CBR --]Q- - - or as approved by the Materials Engineer. EROSION AND SEDIMENT CONTROL (ESC) E-2 Rock for Check Dams, Inlet Protection, Erosion Control Stone and Riprop shall be in accordance with Section 203 and Section 414 of the applicable VDOT Road and Bridge Specifications. EROSION AND SEDIMENT CONTROL (ESC) CONT'D E-3 The following symbols are used to depict Erosion Control items in the plan assembly: �XTX TSF Denotes Temporary Silt Fence, St'd EC -5 o�sT-B Denotes Inlet Protection, Type B; St'd EC -6 Ts Denotes Temporary Seeding Mu Denotes Temporary Erosion Control Mulching Ps Denotes Permanent Seeding INCIDENTALS 1-4 All trees located within the limits 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. 1-18 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 Brid e Specifications, MUTCD, sequence of construction/ traffic control plans, pavement marking plan sheets 7(3) to 7(4) and as directed by the Engineer. 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 - Kimleyy-Horn and Associates, Inc. Utility Design - Kimley-Horn and Associates, Inc. Survey - H&B Surveying and Mapping, LLC If questions or problems arise during construction, please contact the Project Deisigner. DO NOT CONTACT THE OUTSIDE SOURCES. 1-20 The Official Ellectronic 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. I-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 port 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 CADD Manual. The MicroStation files will only match the scanned files if all levels ore turned on. A MicroStotion Software license is required to be able to read these files. GENERAL CONSTRUCTION NOTES 1.PRI0R TO ANY CONSTRUCTION WITHIN THE EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3.ER0SI0N AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4,ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5.THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLE OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6.PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7.ALL TRAFFIC CONTROL SHALL CONFORM WITH THE CURRENT EDITION OF THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL. 8.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED DRAINAGE NECESSARY BY THE DEPARTMENT 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 outfoll 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 swole 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 anticipated top (rim) elevationbased on existing or proposed finished grade. The actual H , or L.F. dimensions 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), within the applicable height of cover limitations. For strength, sheet thickness, or class designation; available sizes; height of cover limitations;ond other restrictions for a particular pipe type or height of cover, see the VDOT Road and Bridge an ar PC -1. Structural plate pipe may be substituted for corrugated pipe of the same size, provided the substitution complies with the applicable sections of the VDOT Road and Bridge Standards PC -1. 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 lump sum bid price. D-18 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. 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 ACSA Officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans, and where shown, are only approximately correct. The contractor shall, on his own initiative, locate all underground lines and structures as necessary. 3. All materials and construction sholl comply with the current edition of the general water & sewer construction specifications, as adopted by the ACSA. 4. Datum for all elevations shown is NAVD88. 5. The contractor shall be responsible for notifying MISS UTILITY (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of three (3) feet of cover measured from the top of pipe over the centerline of pipe. This includes all fire hydrant Dines, service laterals, and water lines, etc. 7. All water and sewer appurtenances are to be located outside the roadside ditches, 8. Valves on dead-end lines shall be rodded to proved adequate restraint for the valve during a future extension of the line. 9. The contractor shall coordinate all watermoin shut down with the ACSA. 10. All fire hydrants to be relocated or removed shall be removed, plugged and a rod shall be installed to the valve. 11. All water meters to be abandoned must be disconnected to the Corp. stop. 12. ACSA sewer or water lines abandoned in-place shall be plugged and backfilled with f towable fill, 13. All ductile iron pipe shall be wrapped in polyethylene encasement. 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 I N oU NW W� W UJ l UJ WIQ J Waco W W j W o . 4 4 LOCATION to Q UW aUJ y CC)W 3 CLW 1'n>� O)� W W� ti WQ Nzij 2�p ¢�LU Ua�v jcoi �i� �tn3 U p�p Jmy ��piL J�pp� 4v ROUTE 743 ✓ / / / / / ACCORDING TO THE MATERIALS REPORT, SOIL PH . 4.8 AND RESISTIVITY • 7000 OHM -CM "IN YPICAL S NOT TO SCALE HYDRAULIC ROAD (ROUTE 743) GS -6 _■ W U) CDQ- C-) Opp, X SEE CROSS SECTIONS I 10.5' LATERAL OFFSET 1 --SEE INSET A 2.00 7. _ 5, VARIE CONC. .5 to SDWK. 0.5 VA /4' VARIES 20' TO 211 STA. 102.06.69 TO STA. 113-50.00 STA. 116-25.00 TO STA. 122-00.00 EXIST. CURB HYDRAULIC ROAD (ROUTE 743) GS -6 f5% cr- /0.5' a LATERAL OFFSET Q SEE INSET A 0 "EXIST. CURB 2.00 VARIES 5' TO 9' VARIES 0.5' _ CONC. 01-41 SDWK 0 VARIES VARIES— 01-121-1- /0'+/ - VARIES l4'-26' VARIES x SEE CROSS SECTIONS 20' TO 32' ST A.113,50.00 TO STA. 116-25 FRIVATE AND COMMERCIAL ENTRANC. L., TYPE l Crusher Run Aggr. 0 0 0 0 0 0 0 0 0 6" Crusher Run Aggr. 25 or 26 NOT TO SCALE TYPE Ili Asphol t 0 0 0 0 0 0 0 0 Asphol t Conc. Type SM -9.5D La 165 Lbs. per S. Y. 4" Aggr. Bose MG0. Ty. No. 21A or 21B The type of entrance (l ,111) to be constructed Will be determined by the existing condition at the time of construction. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT INSET A © 4" HYD. CEMENT CONCR. SIDEWALK REO'D. (2 4" AGGREGATE SUBBASE COURSE, VDOT NO. 21B NOTES: l) SEE CROSS SECTIONS FOR TAPERS & TRANSIT/ONS 2) DURING CONSTRUCTION WHEN SOILS DEEMED TO BE "UNSUITABLE" ARE FOUND THE CONTRACTOR SHALL REMOVE THIS MATERIAL AT LEAST V BELOW SUBGRADE, PLACE SUITABLE BACKFILL, AND/OR GEOTEXTILE FABRIC AS DIRECTED BY THE FIELD ENGINEER. 3) ALL 2:1 SLOPES SHALL BE PROTECTED BY STD. EC -3. 4) SEE CROSS SECTIONS FOR ACTUAL SIDE SLOPE. P R 0 J E C T MANAGER F_POHL (434) 872-4501 _ _ _ _ - SURVEYED BY H&B SURVEYING AND MAPPING LLC __1(nNTR DESIGN SUPERVISED B Y BRIAN MCPETERSPE (KI MLEY=HORN)&S OL AND ----------------- DESIGNED B Y KIMLEY------------------- S HORN_& ASSOCIATESLINC. _ , SUBSURFACE UTILITIES BY MLS.S_0-111TY--____-___-_ '= I.) 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. i 4.) A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 7 5.) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN VINDICATED 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 IS ACHIEVED. 8.) DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND FOLLOW/NG RUNOFF -PRODUCING RAINFALL EVENTS GREATER THAN 0.25". ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. INSPECTIONS SHALL BE DOCUMENTED ON VDOT FORM C-107 BY THE CONTRACTOR. l0.) ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 10 ALL WATER 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. 13.) ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 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. l5.) 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 IMPRG)VEMENTS, 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 REQUIRED 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. l8.) PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/IOOOSF, INCORPORATED INTO THE TDP 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 180 LBS / ACRE AND CONSIST OF 957 KENTUCKY 3/ OR TALL FESCUE AND 0-57 PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. 19.) MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT GREATER THAN 0.25". ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. /() /On/7 v t ern nor% rr7n7o ora,_...._..,_ nom.. n_ +.v—v.r v lv r c v+rrvr ry .,ry ver Vvrr v✓_r ryu, uurrur au Iu u.iu v IL-1 X..wrruul VVGLI.VVr/ 1992 COV 3777 r C:I I (.)N Oh' zl 511, F LO FL W 105 1-7�h!_-.G! .. W0t2i•'; ( F!IeC if , .I�,. ..�1; Gi::<:. Source: Adapted front Installation of Straw and Fabrrcc filter Barriers for Sediment € oni.rol, Slierwood anal Wyant Maw 105-1 1992 3.07 ME1,140D 0111 IINx.<,I i'I>t) A ;.'CC l ; ('Uklffl, .NS:E.1:. '+< I-. A: _7'4EP' L: W CAPAj IL.I'T i vECT',.i;3.ttT TO, } I:I'd?t I 1 tCl.: S I PGNDINo IN OP LEi:,;TRUE: URT,,: .:R.-ri,>I...L,t€.I:: 'till 4L;0f .;r rill .,:� E'(,I;+,i;.;.. .,..:-a.b..::LCP Source: V a. DIM, III -45, Plate 3,07,8 K)IldiHI WE "S Iom IW2 105 IE Tt 1 Tit;?tl`l' sET THE sr,vc:s. 2 EXCAVATE r, :_: UPFLOFF ;+I:(a G Tit F; L.Ltac 0F Lh1CF:,. �qry I� I F10 FDl: 3. STriPLE F tXER MATERIAL RIAL 13A(: CP 11 !. AND 0 IAKE, , J PUFND THE F.XC `,,AT@ SOIL i � iitr' �I�llll" r•,.on � / IIIA Wil,'' yli I ,rill p y r .,Ml J, l F1.0W l4: i'ail.11 ILI, N i ? _:r owl el R-1 PQ IN' LIS SHO F U kE HI :c I' lEtv I:I€.v I' .0 yF �1Nr+Gr.:5r 1y It.}ya... Source. Adapted lrc�na lnstalla'.can f_�.It gw alt � �,ahric plltrr. Rami r' 3 n' dintent C, real, Sherwood and IAyLant Pl,atc. 3.05.2 III - 25 TABLE &»I GFN, F:RAI. EROSION ANT) SEDIMENT CONTROL NOTES finless: wherwise inolic ted, olt veyeta Live, and strnluc.i, t:.rosion and sediment control practices will be constructed and maintained according to minimu€n standards and specifications of the 4rirL? v ��ln Co tgl_J:JWtdIwQk and 4'irgin;a•Regntation kCSU-3tll Erosion and Sediment Control fLegulatioIej. ES -2: The plan approving authority must be notified cane week prior to the pre - construction conference, one week prior to the coannencentent of land disturbing activity, and one wQck prio,, to the t'itnd inspection, ES -3: All er{)sim, and sediment control tYJeasure`i are to be ph.ccd prior to (7)." as the frit stejr in clearing. ES -4: tS allay of the appiovted ermion and sediment control plan shall be maintained on the Stt(.' at all tkk11%S. ES -5: Prior to commencing land disturbing activities in :areas other titan indicated on these. plans (including, brat not linuted to, ()ff-sitar harrow or waste areas), the contractor shall submit a supplementary erosion control plan to the taw€ter for review Land approval I), the plan approving autkodly. ES -£a: The contractor is responsible for installation of any additional erasion control ancasures necessary to prevent erasion anti sedimentation as determined by the plan approving aatuhor4yp ES -7: All dlsturhed arcus are to drain to approved sediment contr(il measures at all times during land distttxbing activities and during site development until final stabilization is achieved. ES-& During dewatcHng operations wutur will 1w, pumped into an approval filtering, device - ES -9: `ilte contrtactcar stall inspect all erosion control measures periodically alnd after each runoff -producing rainfall event, Any necessary repairs or cleanup to mai€twn the effectiveness of the erosion, control devices shall be made iannediately. Vf - is 1992 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION EROSION AND SEDIMENT CONTROL NARRATIVE SIITF I C)CATIC)N: This project is located along Hydraulic Road in Albemarle County, Virginia, between the interchange with Route 29/250 and Route 656. PRn,IFCT nFSCRIPTIC)N: Project construction will consist of the addition of sidewalk and landscaping improvements. E XISTINC SITF CC)NDITIC)N";: The site contains an aspholt-paved Urban Minor Arterial Road with curbs and storm drain. Site topography ranges from flat to moderate slopes. An.IAC'FNT ARFAS: This site is adjacent to residential properties, with access from Route 29 and from connecting streets. No wetlands or streams are located within the project limits. OFF-SITF 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. Snll S: The project corridor consists of Urban Land soil, C:RITIC'AI AREAS: Critical areas for this project include the existing drop inlets located along the corridor that are to be protected as shown on the E&S plans. FRC)SIC)N AND SFDIMFNT C nNTRC)I MFA'-c;[JRF�: Erosion and Sediment Control plans have been included and detail erosion control construction sequencing, temporary silt fence, temporary seeding, inlet protection, erosion controlmulching and permanent seeding, g PFRMANFNT STARII 17ATION: All disturbed areas will be stabilized with permanent seeding imlmediately following finished grading. Seeding will be done per the included table 3.32D frlom the VAE&S handbook. STC)RMWATFR RUNDFF C ONSIDFRATIO IS: The project will result in no significant net increase in impervious area. CAI CHI ATinN,;: Pipe Capacity and Channel Adequacy calculations are included in corresponding Drainage Narrative Report. SEQUENCE/ MAINTENANCE: a.;) Contractor shall provide 48 hours notice to the project manager prior to the start of construction. b.) The CRLD must be at the pre -construction meeting. c.;) Community Development Inspector must be notified of the offsite borrow or spoil location at the on-site pre -construction meeting. d.)) All erosion control measures will be installed as the first step in the clearing process. e.)) No erosion control measure will be removed without approval of the Community Development inspector. 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 shall be maintained at all times. h.) Driveway material shall be replaced with some or better material. U Certification of the proposed soil amendment to be completed by a licensed professional. j.) The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the eflfectiveness of the erosion control device shall be made immediately. k.)I The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the Environmental Engineering Department.. -FT ft' i I E r FA t',' f:.. ,..._ it'll ._ �il f . F LO FL W 105 1-7�h!_-.G! .. W0t2i•'; ( F!IeC if , .I�,. ..�1; Gi::<:. Source: Adapted front Installation of Straw and Fabrrcc filter Barriers for Sediment € oni.rol, Slierwood anal Wyant Maw 105-1 1992 3.07 ME1,140D 0111 IINx.<,I i'I>t) A ;.'CC l ; ('Uklffl, .NS:E.1:. '+< I-. A: _7'4EP' L: W CAPAj IL.I'T i vECT',.i;3.ttT TO, } I:I'd?t I 1 tCl.: S I PGNDINo IN OP LEi:,;TRUE: URT,,: .:R.-ri,>I...L,t€.I:: 'till 4L;0f .;r rill .,:� E'(,I;+,i;.;.. .,..:-a.b..::LCP Source: V a. DIM, III -45, Plate 3,07,8 K)IldiHI WE "S Iom IW2 105 IE Tt 1 Tit;?tl`l' sET THE sr,vc:s. 2 EXCAVATE r, :_: UPFLOFF ;+I:(a G Tit F; L.Ltac 0F Lh1CF:,. �qry I� I F10 FDl: 3. STriPLE F tXER MATERIAL RIAL 13A(: CP 11 !. AND 0 IAKE, , J PUFND THE F.XC `,,AT@ SOIL i � iitr' �I�llll" r•,.on � / IIIA Wil,'' yli I ,rill p y r .,Ml J, l F1.0W l4: i'ail.11 ILI, N i ? _:r owl el R-1 PQ IN' LIS SHO F U kE HI :c I' lEtv I:I€.v I' .0 yF �1Nr+Gr.:5r 1y It.}ya... Source. Adapted lrc�na lnstalla'.can f_�.It gw alt � �,ahric plltrr. Rami r' 3 n' dintent C, real, Sherwood and IAyLant Pl,atc. 3.05.2 III - 25 TABLE &»I GFN, F:RAI. EROSION ANT) SEDIMENT CONTROL NOTES finless: wherwise inolic ted, olt veyeta Live, and strnluc.i, t:.rosion and sediment control practices will be constructed and maintained according to minimu€n standards and specifications of the 4rirL? v ��ln Co tgl_J:JWtdIwQk and 4'irgin;a•Regntation kCSU-3tll Erosion and Sediment Control fLegulatioIej. ES -2: The plan approving authority must be notified cane week prior to the pre - construction conference, one week prior to the coannencentent of land disturbing activity, and one wQck prio,, to the t'itnd inspection, ES -3: All er{)sim, and sediment control tYJeasure`i are to be ph.ccd prior to (7)." as the frit stejr in clearing. ES -4: tS allay of the appiovted ermion and sediment control plan shall be maintained on the Stt(.' at all tkk11%S. ES -5: Prior to commencing land disturbing activities in :areas other titan indicated on these. plans (including, brat not linuted to, ()ff-sitar harrow or waste areas), the contractor shall submit a supplementary erosion control plan to the taw€ter for review Land approval I), the plan approving autkodly. ES -£a: The contractor is responsible for installation of any additional erasion control ancasures necessary to prevent erasion anti sedimentation as determined by the plan approving aatuhor4yp ES -7: All dlsturhed arcus are to drain to approved sediment contr(il measures at all times during land distttxbing activities and during site development until final stabilization is achieved. ES-& During dewatcHng operations wutur will 1w, pumped into an approval filtering, device - ES -9: `ilte contrtactcar stall inspect all erosion control measures periodically alnd after each runoff -producing rainfall event, Any necessary repairs or cleanup to mai€twn the effectiveness of the erosion, control devices shall be made iannediately. Vf - is 1992 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION EROSION AND SEDIMENT CONTROL NARRATIVE SIITF I C)CATIC)N: This project is located along Hydraulic Road in Albemarle County, Virginia, between the interchange with Route 29/250 and Route 656. PRn,IFCT nFSCRIPTIC)N: Project construction will consist of the addition of sidewalk and landscaping improvements. E XISTINC SITF CC)NDITIC)N";: The site contains an aspholt-paved Urban Minor Arterial Road with curbs and storm drain. Site topography ranges from flat to moderate slopes. An.IAC'FNT ARFAS: This site is adjacent to residential properties, with access from Route 29 and from connecting streets. No wetlands or streams are located within the project limits. OFF-SITF 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. Snll S: The project corridor consists of Urban Land soil, C:RITIC'AI AREAS: Critical areas for this project include the existing drop inlets located along the corridor that are to be protected as shown on the E&S plans. FRC)SIC)N AND SFDIMFNT C nNTRC)I MFA'-c;[JRF�: Erosion and Sediment Control plans have been included and detail erosion control construction sequencing, temporary silt fence, temporary seeding, inlet protection, erosion controlmulching and permanent seeding, g PFRMANFNT STARII 17ATION: All disturbed areas will be stabilized with permanent seeding imlmediately following finished grading. Seeding will be done per the included table 3.32D frlom the VAE&S handbook. STC)RMWATFR RUNDFF C ONSIDFRATIO IS: The project will result in no significant net increase in impervious area. CAI CHI ATinN,;: Pipe Capacity and Channel Adequacy calculations are included in corresponding Drainage Narrative Report. SEQUENCE/ MAINTENANCE: a.;) Contractor shall provide 48 hours notice to the project manager prior to the start of construction. b.) The CRLD must be at the pre -construction meeting. c.;) Community Development Inspector must be notified of the offsite borrow or spoil location at the on-site pre -construction meeting. d.)) All erosion control measures will be installed as the first step in the clearing process. e.)) No erosion control measure will be removed without approval of the Community Development inspector. 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 shall be maintained at all times. h.) Driveway material shall be replaced with some or better material. U Certification of the proposed soil amendment to be completed by a licensed professional. j.) The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the eflfectiveness of the erosion control device shall be made immediately. k.)I The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the Environmental Engineering Department.. 3 D U 0 0 ID U 0 L P R O J E C T M AN AG E R F_POHL (434) 872-450/ SURVEYED BY Ll&,a SURVEYING AND MAPPINGLLC_ DESIGN SUPERVISED BY BRIAN MCPETERS.FE (KIMLEY-HORN) DESIGNED BY KIMLEY-HORN_& ASSOCIATESINC.- SUBSURFACE UTILITIES BY WSS_UTILITD'____________ CORE MIX ALL RATES TO BE SPECIFIED BY THE DISTRICT ROADSIDE MANAGER X FINE FESCUES INCLUDE CHEWINJGS, CREEPING RED, HARD, SHEEP A D I D E D EI I C0" P SII N T ADDITIVES SLOPES LBS./ SLOPES MOWED MIX MOWED DESCRIPTION DESCRIPTION SEED MIX SEED MIX ACRES REGULAR OVER LIME FERT. LEGUME OVER TEMPORARY A PROJECT NUMBERS O B X 100 % CERTIFIED FINE FESCUE ADDITIVE 10-10-10 SEED 100% BAR'LEY, WINTER RYE 2 100 100 % CERTIFIED TALL FESCUE TONS TONS LBS. LBS. OR WINTER WHEAT 9999-002-R45 9999-002-R45 0.74 50 % CERTIFIED TALL FESCUE 3 0.2 10 100% FOXTAIL MILLET 2C UPC 104655 2B X 50% CERTIFIED FINE FESCUE D 10 100% ANNUAL RYEGRASS 1 50% ORCHARDGRASS 4 100% CROWNVETCH (LEGUME) 50% CERTIFIED KENTUCKY E 100% BLUEGRASS 1 5 100 % BERMUDAGRASS TEMPORARY 3/1 - 5/16 and 50 50% CERTIFIED TALL FESCUE 8/16 - 3/1 1 50 50% BARLEY, WINTER RYE Z OR WINTER WHEAT 5/16 - 8/16 � 50 50% FOXTAIL MILLET J 50 50% CERTIFIED TALL FESCUE ALL RATES TO BE SPECIFIED BY THE DISTRICT ROADSIDE MANAGER X FINE FESCUES INCLUDE CHEWINJGS, CREEPING RED, HARD, SHEEP A D I D E D EI I C0" P SII N T ADDITIVES °r ARE P� ER 3 <S�0? SECTION OF SEED LOCATIONS FLATTER FLATTER than3 ' 1 than 3 : 1 G��P 1 0 MOWED MOWED �S�dP ROADSIDE DEVELOPMENT SUMMARY (Not for Bid Purposes) SLOPES LBS./ SLOPES MOWED TYPE MOWED LEGUME DESCRIPTION SEED MIX SEED MIX ACRES REGULAR OVER LIME FERT. LEGUME OVER TEMPORARY A PROJECT NUMBERS O B 100% LOVEGRASS ADDITIVE 10-10-10 SEED 100% BAR'LEY, WINTER RYE B 10 LBS. LBS. TONS TONS LBS. LBS. OR WINTER WHEAT 9999-002-R45 9999-002-R45 0.74 130 81 C 0.2 10 100% FOXTAIL MILLET 2C UPC 104655 2B 2B X SPECIFY KIND OF D 10 100% ANNUAL RYEGRASS 1 E 100% CROWNVETCH (LEGUME) E 100% SERICEA LESPEDEZA (LEGUME) 1 G 100% BIRDSFOOT TREFOIL (LEGUME) H 1 Z � J A K °r ARE P� ER 3 <S�0? SECTION OF SEED LOCATIONS FLATTER FLATTER than3 ' 1 than 3 : 1 G��P 1 0 MOWED MOWED �S�dP ROADSIDE DEVELOPMENT SUMMARY (Not for Bid Purposes) SLOPES TOPSOIL SLOPES MOWED SLOPES MOWED LEGUME SEED MIX SEED MIX SEED MIX 2" CLASS REGULAR OVER LIME FERT. LEGUME OVER TEMPORARY WITH PROJECT NUMBERS O B SEED SEEDING ADDITIVE 10-10-10 SEED SEEDING SEEDING FALL & WINTER ACRES LBS. LBS. TONS TONS LBS. LBS. LBS. 9999-002-R45 9999-002-R45 0.74 130 81 1.5 0.2 UPC 104655 2D 130 2C UPC 104655 2B 2B X SPECIFY KIND OF FINE FESCUE DENOTES ITEMS) TO BE PAID FOR ON THE BASIS OF PLAN QUANTITIES IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE CURRENT ROAD AND BRIDGE SPECIFICATIONS. 2/9/2017 KAR1C_C1V\11J038 - Albemarle Cty On-Call\19-.HydraulicRd\CADD\REF\Sheets\d104655hr002E.dgn SEEDING SCHEDULE DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION NOTES= APPROXIMATELY 0.74 ACRES WILL BE DISTURBED ON THIS PROJECT AND WILL REQUIRE THE ESTABLISHMENT OF GRASSES AND/OR LEGUMES. NOTES FOR FIELD USE ONLY OVERSEEDING RATES SHALL BE 100 PERCENT OF THE SEED MIXTURE SUPPLIED WITHOUT FERTILIZER. THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PERFORM SUPPLEMENTAL SEEDING WHEN LESS THAN 75 PERCENT UNIFORM STAND OF THE PERMANENT GRASS SPECIFIED IN THE MIXTURES IS OBTAINED. (ANNUAL SPECIES SUCH AS, RYE AND MILLET ARE TEMPORARY VARIETIES AND REQUIRE SUPPLEMENTAL SEEDING.) NOTES APPLY TO SCHEDULE LEGUME SEED MIXES (BIRDSFOOT TREFOIL, CROWNVETCH, AND SERICEA LESPEDEZA) AND WEEPIING LOVEGRASS SHALL NOT BE USED ON SHOULDERS AND OTHER LOCATIONS FLATTER THAN 3:1 SLOPE. LEGUME SEED SHALL BE INOCULATED WITH THE APPROPRIATE STRAIN AND RATE OF BACTERIIA. FOR HYDROSEEDING, USE FIVE TIMES THE DRY SEEDING RATE OF INOCULATE. A TEMPORARY MIX OR EROSION CONTROL MULCH, AS DIRECTED BY THE ENGINEER, IS TO BE USED ONLY ON AREAS THAT ARE TO BE REGRADED OR LATER DISTURBED, IF LEFT DORMANT FOR MORE THAN 15 DAYS. EROSION CONTROL MULCH, AS DIRECTED BY THE ENGINEER, IS TO BE USED ON AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 15 DAYS BETWEEN DECEMBER 1AND FEBRUARY 28, EROSION CONTROL MULCH, AS LISTED ON THE VDOT APPROVED PRODUCTS LIST, SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMENDATIONS. EROSION CONTROL MULCH SHALL PROVIDE 100 PERCENT COVERAGE OF ALL DENUDED AREAS. SPRING & SUMMER AND FALL & WINTER DEFINED FOR THE PURPOSE OF DETERMINING WHETHER IHULLED OR UNHULLED BERMUDAGRASS AND SERICEA LESPEDEZA SEED IS REQUIRED: SPRING & SUMMER 4/1 - 9/15 - USE HULLED SEED FALL & WINTER 9/15 - 4/1 - USE UNHULLED SEED TYPE I MULCH (STRAW) TO BE USED ON NEWLY SEEDED AREAS ADJACENT TO ALL WATERVVAYS, WETLANDS, SWAMPS, OR ANY AREA IN WHICH DRAINAGE FLOWS TOWARD AREAS UNDER THE JURISDICTION OF THE ENVIRONMENTAL REGULATORY AGENCIES. TYPE I MULCH SHALL BE APPLIED TO PROVIDE A MINIMUM 90 PERCENT COVERAGE TYPE I MULCH SHALL BE TACKED WITH FIBER MULCH AT THE RATE OF 750 LBS. PER ACRE AND/'OR MULCH TACKIFIER. TYPE II MULCH (FIBER MULCH) MAY BE SUBSTITUTED FOR TYPE I MULCH AT THE RECOMMENDATION OF THE DISTRICT ROADSIDE MANAGER. TYPE H MULCH SHALL BE APPLIED AT A RATE OF 1500 LBS. (NET DRY WEIGHT) PER ACRE TO PROVIDE A, MINIMUM OF 90 PERCENT COVERAGE, AND SHALL BE APPLIED IN A SEPARATE APPLICATION. ALL TOPSOIL IS TO BE FREE OF HARD LUMPS, CLODS, ROCKS AND FOREIGN DEBRIS AND IS TO BE HAND RAKED TO TIE INTO EXISTING LAWNS. ALL SEED MUST BE IN CONFORMANCE WITH VDOT SEED SPECIFICATIONS FOR GRASSES & LEGUMES AND BE PROVIDED AT THE PROJECT SITE IN BAGS NOT OPENED AND LABELED FOR USE ON VDOT PROJECTS WITH A GREEN TAG CERTIFYING INSPECTION BY THE VIRGINIA CROP IMPROVEMENT ASSOCIATION. SLOPES MOWED SLOPES MOWED SLOPES MOWED SEED MIX SEED MIX SEED MIX SEED MIX SEED MIX SEED MIX WITH WITH WITH WITH WITH WITH ADDITIVE ADDITIVE ADDITIVE ADDITIVE ADDITIVE ADDITIVE SPRING SUMMER FALL & WINTER MONTH & DATE MONTH & DATE MONTH & DATE 4/1 -6/1 6/1 - 9/15 9/15 - 4/1 9999-002-R45 UPC 104655 2D 2D 2C 2C 2B 2B X SPECIFY KIND OF FINE FESCUE DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION NOTES= APPROXIMATELY 0.74 ACRES WILL BE DISTURBED ON THIS PROJECT AND WILL REQUIRE THE ESTABLISHMENT OF GRASSES AND/OR LEGUMES. NOTES FOR FIELD USE ONLY OVERSEEDING RATES SHALL BE 100 PERCENT OF THE SEED MIXTURE SUPPLIED WITHOUT FERTILIZER. THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PERFORM SUPPLEMENTAL SEEDING WHEN LESS THAN 75 PERCENT UNIFORM STAND OF THE PERMANENT GRASS SPECIFIED IN THE MIXTURES IS OBTAINED. (ANNUAL SPECIES SUCH AS, RYE AND MILLET ARE TEMPORARY VARIETIES AND REQUIRE SUPPLEMENTAL SEEDING.) NOTES APPLY TO SCHEDULE LEGUME SEED MIXES (BIRDSFOOT TREFOIL, CROWNVETCH, AND SERICEA LESPEDEZA) AND WEEPIING LOVEGRASS SHALL NOT BE USED ON SHOULDERS AND OTHER LOCATIONS FLATTER THAN 3:1 SLOPE. LEGUME SEED SHALL BE INOCULATED WITH THE APPROPRIATE STRAIN AND RATE OF BACTERIIA. FOR HYDROSEEDING, USE FIVE TIMES THE DRY SEEDING RATE OF INOCULATE. A TEMPORARY MIX OR EROSION CONTROL MULCH, AS DIRECTED BY THE ENGINEER, IS TO BE USED ONLY ON AREAS THAT ARE TO BE REGRADED OR LATER DISTURBED, IF LEFT DORMANT FOR MORE THAN 15 DAYS. EROSION CONTROL MULCH, AS DIRECTED BY THE ENGINEER, IS TO BE USED ON AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 15 DAYS BETWEEN DECEMBER 1AND FEBRUARY 28, EROSION CONTROL MULCH, AS LISTED ON THE VDOT APPROVED PRODUCTS LIST, SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMENDATIONS. EROSION CONTROL MULCH SHALL PROVIDE 100 PERCENT COVERAGE OF ALL DENUDED AREAS. SPRING & SUMMER AND FALL & WINTER DEFINED FOR THE PURPOSE OF DETERMINING WHETHER IHULLED OR UNHULLED BERMUDAGRASS AND SERICEA LESPEDEZA SEED IS REQUIRED: SPRING & SUMMER 4/1 - 9/15 - USE HULLED SEED FALL & WINTER 9/15 - 4/1 - USE UNHULLED SEED TYPE I MULCH (STRAW) TO BE USED ON NEWLY SEEDED AREAS ADJACENT TO ALL WATERVVAYS, WETLANDS, SWAMPS, OR ANY AREA IN WHICH DRAINAGE FLOWS TOWARD AREAS UNDER THE JURISDICTION OF THE ENVIRONMENTAL REGULATORY AGENCIES. TYPE I MULCH SHALL BE APPLIED TO PROVIDE A MINIMUM 90 PERCENT COVERAGE TYPE I MULCH SHALL BE TACKED WITH FIBER MULCH AT THE RATE OF 750 LBS. PER ACRE AND/'OR MULCH TACKIFIER. TYPE II MULCH (FIBER MULCH) MAY BE SUBSTITUTED FOR TYPE I MULCH AT THE RECOMMENDATION OF THE DISTRICT ROADSIDE MANAGER. TYPE H MULCH SHALL BE APPLIED AT A RATE OF 1500 LBS. (NET DRY WEIGHT) PER ACRE TO PROVIDE A, MINIMUM OF 90 PERCENT COVERAGE, AND SHALL BE APPLIED IN A SEPARATE APPLICATION. ALL TOPSOIL IS TO BE FREE OF HARD LUMPS, CLODS, ROCKS AND FOREIGN DEBRIS AND IS TO BE HAND RAKED TO TIE INTO EXISTING LAWNS. ALL SEED MUST BE IN CONFORMANCE WITH VDOT SEED SPECIFICATIONS FOR GRASSES & LEGUMES AND BE PROVIDED AT THE PROJECT SITE IN BAGS NOT OPENED AND LABELED FOR USE ON VDOT PROJECTS WITH A GREEN TAG CERTIFYING INSPECTION BY THE VIRGINIA CROP IMPROVEMENT ASSOCIATION. C L a: C C a P R 0 J E C T V AN AG E R F. POHL—(434) 872-4501 SURVEYED BY H&B SURVEYING AND YAFFINGLLC� DESIGN SUPERVISED BY BRIAN VCFETC/jSCCjK1YLEY-H0RN) DESIGNED BY KIMLEY-HORN — & ASSOCIATES, INC._ SUBSURFACE UTILITIES BY MISS—UT111TY ------------ 0 i�j 002 I0 OOI IEc 003004 LYNDA BOECKEL \,,C JSL HOLDINGS, LLC GWENDOLYN MAGRUDER L. C. VELIKY GRAMMER 7 711J, PG. -�,08, PG: 5 9 D Z.9 I - D.B., -57 , jf_ B 7,31 RONALD L. MAGRUDER r "V71. # 6' 4�1 F'G�, 527 7. U, Q 1 , h T V b -41 e t s 'es,_ Ac- s 0,992 Act"es T� 'v 0266 A0.1 -es �Assessed)o U t) 5. Ac re L DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED Brian A McPptpr-, NECESSARY BY THE VA DEPT. OF TRANSPORTATION JAMES E. MCDANIEL D,B., J/c`5; P(✓�,: 360 6 6/-V D 'D J.,5() Aclr✓-s �Asse;­st',,d (D JAMES E. MCDANIEL 0\ 0,5 io j ou- _2� 7 - I I 5 0 iC100 '0R6P, TEMP�­, cs c C_�3 Fri CON,5TR CD --D EASE. 'M 11 1 , '-V AY �)50' 6RIVEW 'C 4�- CQ PROP. TEMP., 'ON�`,tR EASE. -T i 'a) QID U) __q U :-A 3* 7 Q ::u PROP. TEMP. PROP. TEMP. CON SASE. Q, CONSTREASE. Q0 =Z� j) CL FOR DRIVEWAY r 'y'. T < ,C)SF PROP. TEMP. CONSTR� EASE. CD j RE TEMP. < FMP. PROP. t <) CQNSTR.EASE. FOR DRIVEWAY CONSTR. EASE. T S -F TSF-- FOR DRIVEWAY. VIA VIA /J; T fy,1 11 J -'s QD �u Lf D(� F CON TR PR TEMP. K__ CD T -SF ,PROP. RIW y I ". / M11,00 1,660,20N) (TSF ) < k '.Z f PS'- a gq i:t ........... ... . .... . .... 7— ...... 9-- 10 ei'owxi��10110� . ..... . . ............ . ............ . ...... _41i . ...... . . ....... . .. . . ....................... ..... . ......... ........... .. ............. ­_ . . . ......... . . . ............. ..... ....... ....... ..... ......... . _SAWCUT LINE I $ //'o 22"1 12" E . . .............. . .. .... .. . . ............ . j0 05D-1 ....:i ...... . 'Z -------- d J N AJU j / v ',7c.2, A�A L qj '4 ...... A\ C I) THIS SHEET FOR E&S ONLY LEGEND: TsF Denotes Temporary Silt Fence, St'd EC -5 rs Denotes Temporary Seeding Mu Denotes Temporary Erosion Control Mulching Ps Denotes Permanent Seeding 111712017 KARIC-CIVV13038 - Albemarle Cty On-Coll\19-Hydroul!cRd\CADD\REF\Shoets\dI04655hr003AdGn SAWCUT LINE CV O A"bl,"i, _3 ,917',90N WESTGATEIBARCLAY PLACE /, LLC D55 NOTES: EXISTING IN(i H1W ------ . .... �5 (D 0 EXISTING STORY DRAIN DROP INLETS WITHIN LIMITS OF PROJECT TO BE CLEANED OUT. REFERENCES PROFILES, DET AIL & DRAINAGE DESCRIPTION SHEETS, ETC.) Hydraulic Rd Plan 3 ID c 0 v 0 C 0 4- 0 CC L O N L N 3 -C O -C 3 O C N O O N U) O 0 L 7 U N N L L O 4- C C O ID C IVC + c F O N s O '— P R O J E C T M AN AG E R F_POHL (434) 872-450/ SURVEYED BY H&B SURVEYING AND MAPPING, LLC DESIGN SUPERVISED BY BRIAN MCPETERSsFE (KIMLEY-HORN) DESIGNED BY KIMLEY_HORN_& ASSOCIATES,INC._ SUBSURFACE UTILITIES BY WSS_UTILITD'________ i. i 007 ,4 MAHMMOUD M. '. DAWOODI & FARAH IBRAHIM Q pq W W Z W W MR N t O i i RONALD L. WINGAT E & VALERIE D. WINGATE THIS SHEET FOR E&S ONLY LEGEND: rsF Denotes Temporary Silt Fence, St'd EC -5 o�sT-e Denotes Inlet Protection, Type B; St'd EC -6 rs Denotes Temporary Seeding �u Denotes Temporary Erosion Control Mulching Ps Denotes Permanent Seeding WESTGATE/BARCLAY PLACE D.B. 2871, PG. 655 T. M. * 61-42C 4.677 Acres (Assessed) 1117/2017 KAR1C-CIV\113038 - Albemarle Cty On-Call\19-HydraulicRd\CARD\REF\Sheets\d104655hr004Adgn NOTES: I.) EXISTING STORM DRAIN DROP INLETS WITHIN LIMITS OF PROJECT TO BE CLEANED OUT. TURTLE CREEK HOA D.8: 771, PG: 438 T. M. * 61W1-10000 Acreage N/A REFERENCES PROFILES. DETAIL &DRAINAGE DESCRIPTION SHEETS, ETC.) hlydroulic Rd. Plon 4 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION Z gC CC 4 T C C C Q V. -C C 4- C C C 6 , E , N , E 'm P R 0 J E C T M AN AG E R F. POHL-(434) 872-4501 ----- S U R V E Y E D B Y U&a SURVEYING AND MAPPING, LLC DESIGN SUPERVISED BY BRIAN MC/`ETERS,iDE (KIMLEY-HORN) DESIGNED BY KIIWLEY-HORN - & ASSOCIATES, INC._ SUBSURFACE UTILITIES BY YLSS-U-T-111T-Y ------------ J'� p) jj 0 TURTLE CREEK HOA ID �j C) I/Y fb D.B.-771, PG.- 438 y t, 5- T. M. 61WI-10000 c -D Acreage NIA (Pj. G Q5.) 16 8j Cf11 C, o, 6a 6 c- 00 Qz Z' :1z C\j Q�1' 0 Q ,,c , I . -- - . ... .... PROP. PERM. PERPETUAL I'D PROP. TEMP. CONSTR. EASE.' EASE. STREET EASE. PROP.PERM.EASE' PROP. TE CONSTR. > SFSFOR MAINT.�Qlf < �;GN 6AYLIGHTING - --- --- - PROP. PERM. RM. PERP -E T UAL < EXISTING R1W t'j .-STREET - AS E 0 - - ------ - - - C'D "X? \6� -P V�z XI ST ING 17- n;7 -P TSF LLJ (j) -.- C) THIS SHEET FOR E&S ONLY LEGEND: (9 Denotes Temporary Silt Fence, St'd EC -5 D tS 7711 \ I T ------ T S F ISF . .... TT F . .... ... z. Z: X� . ..... . . ....... 7 ........ . .... Qip . Q '"' Ln . . . ........ .... A A SOLOMON COURT CC No Common Area F, T. M. * 60AI-01-1 thru & ET ALS JAMES E. h Denotes Inlet Protection, Type B; St'd EC -6 rs Denotes Temporary Seeding Mu Denotes Temporary Erosion Control Mulching Ps Denotes Permanent Seeding TP Denotes Tree Preservation Fencing 'y ... . ........... . .. ....... . . . . . ........ .... Ln - 211512017 KARC-CIVV13038 - Albemarle Cty On-Coll\19-Hydraul!cRd\CADD\REF\Sl)eets\dI04655hr005Adgn ............ - ----- LjLj q-,,n,,,L, pu- ... ...... . ... "I"....- - __ - - -- -- t ......... .......... . ............. ... ...... ..... ... . .......... . .... ....... ...... ...... ---- . . . ............ .... ..... ...... ... . . . .... ........... "o �v ................... ............ ....... . ... ........ �S 190281 8"E N 19 -- i q. -7 A Fz- If/If 'DL/ 11)" InD, D 08 7If y1 NOTES: T S B -_j ... . ...... . . ........ . .............. .. . . ...... .... - - - ----- . . ..... Q) 1.0 s it; /ly . ... ........ :Zi - - - - - - - - - - - - - THIS SHEET FOR E&S ONLY LEGEND: (9 Denotes Temporary Silt Fence, St'd EC -5 D tS 7711 \ I T ------ T S F ISF . .... TT F . .... ... z. Z: X� . ..... . . ....... 7 ........ . .... Qip . Q '"' Ln . . . ........ .... A A SOLOMON COURT CC No Common Area F, T. M. * 60AI-01-1 thru & ET ALS JAMES E. h Denotes Inlet Protection, Type B; St'd EC -6 rs Denotes Temporary Seeding Mu Denotes Temporary Erosion Control Mulching Ps Denotes Permanent Seeding TP Denotes Tree Preservation Fencing 'y ... . ........... . .. ....... . . . . . ........ .... Ln - 211512017 KARC-CIVV13038 - Albemarle Cty On-Coll\19-Hydraul!cRd\CADD\REF\Sl)eets\dI04655hr005Adgn ............ - ----- LjLj q-,,n,,,L, pu- ... ...... . ... "I"....- - __ - - -- -- t ......... .......... . ............. ... ...... ..... ... . .......... . .... ....... ...... ...... ---- . . . ............ .... ..... ...... ... . . . .... ........... "o �v ................... ............ ....... . ... ........ �S 190281 8"E N 19 -- i q. -7 A Fz- If/If 'DL/ 11)" InD, D 08 7If y1 NOTES: 0 EXISTING STORY DRAIN DROP INLETS WITHIN LIMITS OF PROJECT TO BE CLEANED OUT. REFERENCES ('PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETC.) )Hydraulic Rd. Plan 5 )Retaining Wall Detail 58 Sheet DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION T S B -_j ... . ...... . . ........ . .............. .. . . ...... .... - - - ----- . . ..... Q) 1.0 s it; /ly . ... ........ :Zi 10.00 0' F . .......... c,, II Q0 c "J'i j 4., -j WILLIAM MURRAY D.B: 721, PG. 221 SOLOMON COURT CONDOS No Common Area Found T. M. * 61-43C 1 0.476 Acres (Assessed) "T M. * 60AI-01-1 thru 60AI-01-86, ET ALS JAMES E. HARLOW G 0 EXISTING STORY DRAIN DROP INLETS WITHIN LIMITS OF PROJECT TO BE CLEANED OUT. REFERENCES ('PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETC.) )Hydraulic Rd. Plan 5 )Retaining Wall Detail 58 Sheet DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION fn P R 0 J E C T M AN AG E R F. POHL (434) 872-450/ SURVEYED B Y H&B SURVEYING AND MAPF/NG LL_C_ D E S I G N S U P E R V I S E D B Y 0R/AN MCPETERSPE (K/MLEY-HORN) DESIGNED BY KIMLEY-HORNASSOCIATES-INC._ SUBSURFACE UTILITIES BY M1S,S_(1T1LLT_'____________ F 1{1 5 tt Briai 201; u , "`f ',!, t Kim c ') i J` ALBEMARLE REALTY E&A, LLC it r',:' , i, tED f > \f \ i C.?» 01T t t Y\ t t_.. / j.) I f iv: Y jf f l I I , t ,_,1.:-�i..,);r (%..1 z l 1 r, �" ' ' ._.. _. _... YLEBROTHERS, L t - `� 445 -A \✓ tt r 'd 9 C • :i -C ' 31 C \ 4 4 ti_ T _ _ I 886' Acres X C - 4t i � t t�`St t t � 1 `�41 it \ ' \ '• 1 t, PROP. TEMP. CONSTR. 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DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION REFERENCES ( PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETC.) Hydraulic Rd. Plan 6