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WPO201500021 Plan - E&S Stormwater Management Plan 2015-11-20
0 0 a L0 0 N U7 0 Z 0 0 I U <n T J 3 0 0 00 0 �i 0 0 i Q U (n 4n 0 Q U a 3 aD s 0 Z 3 Q N N 0 +J I 0 U I 0 T U 0 v L a+ ° 00 Qi 0 10 0000 �n 0 rn2 U X w U COMCAST CABLE MR. TROY AUSTIN gv U O N 701 VDOT WAY U WESLEY PARKER CHARLOTTESVILLE, VA 22911 a 168 SPOTNAP ROAD324 WEST MAIN ST. TEL: (434) 589-5871 O x r � r r ri +! M ` U f"% i.. v ..'NF.�`�.."` ...;!`.... GRADING PLAN - CROZET AVENUE STA. 15+50 TO 21+50 ° ROADWAY PLAN - CROZET AVENUE STA. 10+00 TO 15+50 ° 0 0 3 UTILITY CONTACT LIST ROADWAY PLAN - CROZET AVENUE STA. 15+50 TO 21+50 ° AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL 0 0 J TELEPHONE ELECTRIC C WATERLINF PI AI�L__PRfF1L_E-1 Tom. �a ui CENTURY LINK DOMINION VIRGINIA POWER 0 (FORMERLY EMBARQ, SPRINT/CENTEL) MR. MIKE CAMPBELL OR TROY GOODING Q THERESA BRYANT 1719 HYDRAULIC ROAD 2211 HYDRAULIC ROAD CHARLOTTESVILLE, VA ° CHARLOTTESVILLE, VA 22091 TEL: (434) 972-6801 OR o (434) 971-1371 TEL: (434) 972-6795 s i DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION Y WATER & SEWER CABLE V. D.O.T. T COUNTY OF ALBEMARLE OPFICF, OF FACILITIES DEVELOPMENT ALBEMARLE COUNTY COMCAST CABLE MR. TROY AUSTIN a SERVICE AUTHORITY (FORMERLY ADELPHIA) 701 VDOT WAY ALEX MORRISON WESLEY PARKER CHARLOTTESVILLE, VA 22911 a 168 SPOTNAP ROAD324 WEST MAIN ST. TEL: (434) 589-5871 ° CHARLOTTESVILLE VA 22911 r I (434) 977-4511 S CHARLOTTESVILLE, VA 22903 (434) 951-3725 N L 0 a v PROJECT OWNER & CONSULTANT O -H •3 c CLIENT CIVIL ENGINEER -oo COUNTY OF ALBEMARLE JACK KELSEY Kimley*Horn 0 TRANSPORTATION ENGINEER 401 MCINTIRE ROAD, ROOM 222 KIMLEY—HORN AND ASSOCIATES, INC. CHARLOTTESVILLE, VA 22902-4592 1700 WILLOW LAWN DRIVE, SUITE 200 (434) 812-4501 EXT. 3376 RICHMOND, VA 23230 g TEL: (804) 673-3882 0 Q a SURVEYOR O THOMAS D. LINCOLN LAND SURVEYOR, INC. THOMAS LINCOLN 632 BERKMAR CIRCLE CL CHARLOTTESVILLE, VA 22901 (434) 974-1417 CROZLT AVLNUL NORTH SIDLWALK IMPROVLMLNTS 1 (UPC 102886) "CROZLT'S MASTLR PLAN AT WORK" CHESAPEAKE BAY PRESERVATION COMPLIANCE ACHIEVED BY PURCHASING 0.33 LBS PHOSPOROUS FROM [NAME OF BANK] ON XX/XX/XX. 0 3 GENERAL NOTES CA -004 s U CE -101 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 t 3 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 CE -501 0 CG -100 �- i� r I U t F GRADING PLAN - CROZET AVENUE STA. 15+50 TO 21+50 ° ROADWAY PLAN - CROZET AVENUE STA. 10+00 TO 15+50 3 0 THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEME3LY ROADWAY PLAN - CROZET AVENUE STA. 15+50 TO 21+50 ° AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL CR -101B sf � 8 SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC WATERLINF PI AI�L__PRfF1L_E-1 Tom. �a TREE0 FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY, Q INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL SHRUB(S) CONSTRUCTION PLANS. FOR INFORMATION RELATIVE TO ELECTRONIC n........ ° FILES AND LAYERED PLANS, SEE THE GENERAL NOTES. 'w Y T 0 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION P MC}i*fC 1R1,11i AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED COEFFICIENT NECESSARY BY THE DEPARTMENT. ° U THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE ANCHOR DEPARTMENT'S 2007 ROAD AND BRIDGE SPECIFICATIONS, 200$-EQt4D f v 0 AND BRIDGE STANDARDS, 2009 p REVISIONS 1 & 29 20n-YMNIA o SUPPLEMENT TO THE MUTCD, 2011 VIRGINIA WORK AREA PROTECIDON w' PROPERTY UNE MANUAL, ALL REVISIONS TO THE PREVIOUSLY STATED DOCUMENT'S, w",x •Y .- vw Ca AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE LIGHT POLE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY. ° uN y ° ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND �` v WIDENED IN ACCORDANCE WITH STANDARD _QZ.§J1U1 _, EXCEPT t WHERE OTHERWISE NOTED. STORM MANHOLE - - - - - i .-.., ...- WATER MAIN THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL Y R wx BLOW OFF VALVE SIGNATURES, ARE FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY. w ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATIURES, b is , c IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW. RE -USE WATER Rw 0 Popu/atlon CROZET, VA 5565 (2010 Census) ° STATE PROJECT SECTION FEDERAL AD TYPE UPC EQ UALJTES LENGTH NCLLWG (S) ELECTRIC , NO. T NO. CODE NO. UNKNOWN UNI( FET FEET t.Es 1 , 3 OUTLET PROTECTION OP PE -101 INLET PROTEC11ON IP 102886 SILT FENCE CULVERT 1014 0.19 RW -202 COMBINATION CIF CF 102886 FENCE 1014 0.19 O CONSTRUCTION ENTRANCE gg CE 0 o SILT FENCE SF SF SEDIMENT TRAP ST SEDIMENT BASIN SB DIVERSION DIKE —<---- DD C-502 BORING 102886 1014 0.19 E U O Jiro jest Lengths are based on the Crozet Avenue (SR 810) Constrtelon Baseline. MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 APPROVED by the lberr,arl..; County Cornrrluriity DevOlopnie it Department Data___ ALBEMARLE COUNTY, VA November 20, 2015 PROJECT LOCATION MAP SCALE; 1" = 2000' BRIIM TYPE PROJECT PROJECT DESORPTION NO. PREL911 ENG Frorm St George Ave (SR 1202) ROW To: 0.12 mi. S. of Bdard Dr. (SR 97 'HE ' X .y�� � A ntBran _Bdifd F 4 Clg Z t Ifii. , %>s }h S" c y 5 a hyFr f- � . r•+" JN 'j :'4^t ; -A SEE - SEE GRID F2it� E� ��" s 11 HsGfa,9iKFI' :i /r f . x j i r7h 3 i:�.4 7 -''1,7- 41 s p _ t 4"Ar �`T:.+ 4 CY - __- ° _..... �, s 1,:_, ,-- ,';.r _ .., xa. t z___._._.. ._.......... 3ES R 41 f+J t ICH No i f?. E -'� ;?E� `,� 7x11{ 7r,p .,( 7 f 434fuAN:ll IAilKt?. ., S kqi x. i,; - P 1 ova o ��a i f ti mY �1 I c� rr.` yC i CA { v ._ "tRJ gg1{)g '• s - r' R1:i�_. I �a T1)Rnt�ME c 71 a avy c k s 797 yt�s r ;\l P �y U nhK i,RTf 2 tot? 3 Exit -10 I t x, 824::. Copyright ADC The Map People Permitted le Numh r 081 9 INDEX OF SHEETS BRIAN A. McPETERS LIC. No. 041405 -0Zf KAL �`.,1 Brian A McPeters i 2015.1 1.20 10:50:04 -05'00' Kimley-Horn & Associates, Ilnc. Richmond, Virginia ROADWAY ENGINEER Sheet Number Sheet Title CA -001 TITLE SHEET LOCATION MAP & INDEX OF SHEETS CA -002 ROADWAY KEY PLAN ALIGNMENT DATA & SURVEY CONTROL DATA CA -003 GENERAL NOTES CA -004 TYPICAL SECTIONS CE -101 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 CE -102 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 CE -501 EROSION & SEDIMENT CONTROL 'PLAN DETAILS CG -100 �- CG -101 r I / t F GRADING PLAN - CROZET AVENUE STA. 15+50 TO 21+50 CR -100 ROADWAY PLAN - CROZET AVENUE STA. 10+00 TO 15+50 3 � ;i ROADWAY PLAN - CROZET AVENUE STA. 15+50 TO 21+50 d R � CR -101B sf � 8 CR -102 WATERLINF PI AI�L__PRfF1L_E-1 Tom. �a TREE0 QI �l�rAfc�{cry - SHRUB(S) 0 p n........ EDGE OF PAVEMENT 'w Y GRANITE CURB P MC}i*fC 1R1,11i S07 COEFFICIENT BRIIM TYPE PROJECT PROJECT DESORPTION NO. PREL911 ENG Frorm St George Ave (SR 1202) ROW To: 0.12 mi. S. of Bdard Dr. (SR 97 'HE ' X .y�� � A ntBran _Bdifd F 4 Clg Z t Ifii. , %>s }h S" c y 5 a hyFr f- � . r•+" JN 'j :'4^t ; -A SEE - SEE GRID F2it� E� ��" s 11 HsGfa,9iKFI' :i /r f . x j i r7h 3 i:�.4 7 -''1,7- 41 s p _ t 4"Ar �`T:.+ 4 CY - __- ° _..... �, s 1,:_, ,-- ,';.r _ .., xa. t z___._._.. ._.......... 3ES R 41 f+J t ICH No i f?. E -'� ;?E� `,� 7x11{ 7r,p .,( 7 f 434fuAN:ll IAilKt?. ., S kqi x. i,; - P 1 ova o ��a i f ti mY �1 I c� rr.` yC i CA { v ._ "tRJ gg1{)g '• s - r' R1:i�_. I �a T1)Rnt�ME c 71 a avy c k s 797 yt�s r ;\l P �y U nhK i,RTf 2 tot? 3 Exit -10 I t x, 824::. Copyright ADC The Map People Permitted le Numh r 081 9 INDEX OF SHEETS BRIAN A. McPETERS LIC. No. 041405 -0Zf KAL �`.,1 Brian A McPeters i 2015.1 1.20 10:50:04 -05'00' Kimley-Horn & Associates, Ilnc. Richmond, Virginia ROADWAY ENGINEER Sheet Number Sheet Title CA -001 TITLE SHEET LOCATION MAP & INDEX OF SHEETS CA -002 ROADWAY KEY PLAN ALIGNMENT DATA & SURVEY CONTROL DATA CA -003 GENERAL NOTES CA -004 TYPICAL SECTIONS CE -101 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 CE -102 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 CE -501 EROSION & SEDIMENT CONTROL 'PLAN DETAILS CG -100 PRE -DRAINAGE AREA MAP CG -101 POST-DRAINAGE AREA MAP CG -201 GRADING PLAN - CROZET AVENUE STA. 10+00 TO 15+50 CG -202 GRADING PLAN - CROZET AVENUE STA. 15+50 TO 21+50 CR -100 ROADWAY PLAN - CROZET AVENUE STA. 10+00 TO 15+50 CR -100A ROADWAY PROFILE SHEET - CROZET AVENUE STA. 10+00 TO 15+50 CR -101 ROADWAY PLAN - CROZET AVENUE STA. 15+50 TO 21+50 CR -101A ROADWAY PROFILE SHEET - CROZET AVENUE STA. 20+50 TO 21+50) CR -101B STORM PROFILES CR -102 WATERLINF PI AI�L__PRfF1L_E-1 Tom. �a -- CROSS SECTION MZE E-N-IJE,(: -3=�R-OS-S--�E�✓T'I-�I Y -�E STATE r GUr—IN/AL HIU SHEET FINA &W DATA 3hR028 PROJECT ROUTE PROJECT NO. FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA CROZET AVENUE (SR 810) CROZET MASTER PAN & NEIGHBORHOOD MODEL - AVENUE - UNDIVIDED - ROLLING kP Fr: INT WITH ST. GEORGE AVE. (SR 1202) To: 0.12 MI. S. OF BALLARD AVE. (SR 1211) ADT (2013) 2500 VPD DHV N/A D ('.) (design hour) 10.5'. T ('.) (design hour) 8'• V (MPH)= 35 MPH (POSTED SPEED LIMIT 35 MPH) - SEE PLAN & PROFILE SHEETS FOR ACTUAL DESIGN SPEEDS LEGEND EXISTirIG PROPOSED kP TOP OF CURB ELEVATION NAME OF LOCALITY DISTRICT PLANNING AND INVESTMENT MANAGER (SIGNATURE) 7 tr RECOMMENDED FOR PAVEMENT ELEVATION 10/10/2013 GROUND ELEVATION # JOHN D. LYNCH HIGH POINT DISTRICT ADMINISTRATOR (SIGNATURE) MATCH GRADE JACK KELSEY. PE RECOMMENDED CONTOUR 6/11/2015 FOR CONSTRUCTION SWALE / DITCH DATE JOHN D. LYNCH WOODLINE DISTRICT �x a TREE0 SHRUB(S) 0 p n........ EDGE OF PAVEMENT N. GRANITE CURB DRAINAGE AREA AREA IN ACRESRUNOFF S07 COEFFICIENT DRAINAGE AREA POWER POLE (P/P) $ ANCHOR O f v FENCE RIGHT-OF-WAY LINE — X - — - x— w' PROPERTY UNE - - w",x •Y .- vw PBC/ EDC BOUNDARY — — LIGHT POLE AND FIXTURE uN y STORM DRAIN PIPE - - - - - - �` CATCH BASIN DROP INLET - - - - - -® STORM MANHOLE - - - - - i .-.., ...- WATER MAIN w Y R wx BLOW OFF VALVE w—o REDUCER --6--w b is , FIRE HYDRANT do VALVE-►� �( RE -USE WATER Rw SANITARY SEWER Sal SANITARY FORCE MAIN a. SAN SEWER MANHOLE w SAN SEWER CLEANOUT -� ELECTRIC E TELEPHONE T CATV Tv UNKNOWN UNI( SAN SEWER CALLOUT O DRAINAGE CALLOUT 1 , OUTLET PROTECTION OP INLET PROTEC11ON IP SILT FENCE CULVERT INLET PROTECTION COMBINATION CIF CF FENCE TREE PROTECTION O CONSTRUCTION ENTRANCE gg CE SILT FENCE SF SF SEDIMENT TRAP ST SEDIMENT BASIN SB DIVERSION DIKE —<---- DD BORING TIER 1 PROJECT LOCALLY ADMINISTERED PROJECTS ALBEMARLE COUNTY WENDY E. THOMAS NAME OF LOCALITY DISTRICT PLANNING AND INVESTMENT MANAGER (SIGNATURE) NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED) RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION 10/10/2013 JACK KELSEY DATE JOHN D. LYNCH COUNTY TRANSPORTATION ENGINEER DISTRICT ADMINISTRATOR (SIGNATURE) PROJECT DEVELOPMENT ENGINEER JACK KELSEY. PE RECOMMENDED FOR APPROVAL FOR CONSTRUCTION 6/11/2015 FOR CONSTRUCTION JACK KELSEY, PE DATE JOHN D. LYNCH COUNTY TRANSPORTATION ENGINEER RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION 01/29/2014 WENDY E. THOMAS DATE DISTRICT PLANNING AND INVESTMENT MANAGER ANGELA N. FOROUGHI 01/28/2014 BRENT SPRINKEL DATE DISTRICT PROJECT DEVELOPMENT ENGINEER PROVED FOR RIGHT OF WAY ACQUISITION 01/28/2014 JOHN D. LYNCH DATE DISTRICT ADMINISTRATOR RECOMMENDED FOR APPROVAL FOR CONSTRUCTION 06/30/15 ANGELA N. FOROUGHI DATE DISTRICT PLANNING AND INVESTMENT MANAGER 06/24/15 BRENT SPRINKEL DATE DISTRICT PROJECT DEVELOPMENT ENGINEER APPROVED FOR CONSTRUCTION 06/30/15 JOHN D. LYNCH DATE DISTRICT ADMINISTRATOR Copyright 2015, Albemarle County PFiEPAIED BY: Ki'm ey))) Horn THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES„ INC PLANS REVISED SHEET NUMBER I DATE I REMARKS ai FILE NO. SHEET NO. TOTAL SHEETS Z 113038016 A-001 2 if) 0 31 7 00 n 0 C) 0 1. 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, 3. THE LOCATION OF EXISTING SEWER, WATER, OR GAS LINES, CONDUITS, OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE UNE 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 SERVIfCE 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 FORSERVICE INTERRUPTIONS A MINIMUM OF FIVE (5 WORKING DAYS IN ADVANCE OF SUCH WORK. TILITY BREAKAGE/CONFLICT CONTACT: 8. IN CASE OF EMERGENCIES U UTILITY TELEPHONE NUMBERS ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 1-888-252-3468 DOMINION POWER 1-866-366-435' CENTURY LINK 1-434-244-0288 9. IF THE CONTRACTOR WISHES TO WORK DURING EVENING HOURS AND/OR WEEKENDS HE MUST FIRST RECEIVE APPROVAL FROM THE COUNTY PROJECT MANAGER. 10. WHERE PROPOSED ENTRANCES AND CURB TIE INTO EXISTING, ELEVATIONS & ALIGNMENTS SHALL BE MATCHED. H. 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 CONSTRUICTION. ALL ASPHALT & CONCRETE SHALL BE SAW CUT. 12. CONTRACTOR SHALL PLACE CONSTRUCTION FENCE AROUND CONSTRUCTION LIMITS OF AREAS OF THE PROJECT CURRENTLY UNDER CONSTRUCTION. The pavement materials weight will vary in accordance with ithe specific gravity of the aggregates and the asphaltic content of the mix actually useed to secure the design depth. The weight of the asphalt concrete is baised on 95Y of the theoretical maximum density. The grade line denotes top of finished pavement unless showvn otherwise on typical sections or plans. The cost of removal of all existing concrete items located in the area to be graded shall be included in the total lump sum bid. If, during construction, it is deemed necessary to undercuat by more than two feet, or the limits of such excavation, such change i:s 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 Roacd and Bridge Specifications. The borrow material for this project shall be a minimum CBIR 10 _____ or as approved by the Materials Engineer. EROSION AND SEDIMENT CONTROL (ESC) 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. EROSION AND SEDIMENT CONTROL (ESC) CONT'D E-3 The following symbols are used to depict Erosion Control items in the plan assembly: N W W W Ec-2 Denotes Protective Covering, St'd. EC -2 z EC -3A Denotes Soil Stabilization Mat. St'd. EC -3 Type A, B or C EC -3B C -3C N ., to W~ -5 9 `� Denotes Temporary Silt Fence, St'd EC -5 W -9 -. Q. Denotes Temporary Diversion Channel, St'd EC -12 O Z_Q Denotes Temporary Diversion Dike, St'd EC -9 - UJ Q: RCD -1 Denotes Rock Check Dam, Type 1> St'd EC -4 A6, RCD -z Denotes Rock Check Dam, Type II, St'd EC -4 jQ IP -A Denotes Inlet Protection, Type A; St'd EC -6 jJ= eP-B Denotes Inlet Protection, Type B; St'd EC -6 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 same location as the existing entrance. H2 StId. RM 2 right of way niontiments shall be set by the eontractor. 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 Bride Specifications, MUTCD, sequence of construction/ traffic control p ans, pavement marking plan sheet 70) TO 7(2) 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 projects Hydraulic Design - Kirnley-Horn and Associates, Inc. Roadway Design - Kimle -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 Designer. DO NOT CONTACT THE OUTSIDE SOURCES. I-20 The Official Electronic .jpdf Version of the plans will override the paper copies or prints of speciific layers. Portions of this plan assoembly 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 assembllies 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 CADD 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. ALLW"E TYPE OF PIPE CULVERT ( UNLESS OTHENME W WN ON PLANS ) L SEE ROAD AND LdWW STANDARD PC -I FOR MWIT OF COVER LIYUTATI NS FOR EACH TYPE i LOCAMN m °" W� O N W W W W �y a ti ja M z W =�9 WW 1¢ �QH N ., to W~ -5 9 `� , W W -9 -. Q. O Z_Q � 0 - UJ Q: q Z h�t, (3 N W Zrp z y jQ cctz 41 O� Nj � jJ= a a� -L a �jU ROUTE 810 ✓ U) aZkR U ✓ ✓ ✓ ✓ ✓ ROUTE 810 ✓ ✓ / / ALLOWABLE TYPE OF PIPE CULVERT ! UNLESS OTHERWISE SHOWN ON PLANS ! SEE ROAD AND BRIDGE STANDARD PC/ FOR HEIGHT OF COVER LIMITATIONS FOR EACH TYPE 1 m : N Q O W Q W J ti ja M z LOCATION WW 1¢ a -+ DWW � t N ., to W~ -5 WFC- W x a �� � % �O qz -, QQ -. Q. O Z_Q � 0 - UJ Q: q O� 9w W �a� W ;t CZ W Zrp z y jQ cctz 41 O� Nj � jJ= a a� -L a �jU Q �G9Vf U) aZkR U ROUTE 810 ✓ ✓ / / / DRAINAGE 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 he structure and the anticipated top (rim) elevation based on existing or pproposed finished grade. The actual H��or LF, dimensions are to be determined by the contractor from field conditions. D-113 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 and other restrictions for a particular pipe type or height of cover, see the VDOT Road and Bridge Standard iC-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-3 Where open joint pipe is to be used, no joint shall be opened a distance exceeding 251. of the spigot length. Sealing of the pipe joint shall be in accordance with Section 302 of the applicable VDOT Road and Bridge Specifications. 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-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 tofacilitate proper drainage. GENERAL CONSTRUCTION NOTES 1. PRIOR 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 AIND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V'DOT UNLESS OTHERWISE NOTED. 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 SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER & SERVICE CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) Inspectors. The contra ctor will be responsible for notifying the proper ACSA Officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans, and where shown, are only approximately correct. The contractor shall, on his own initiative, locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water & sewer construction specifications, as adopted by the ACSA. 4. Datum for all elevaitions shown is NAVD88. 5. The contractor shalll be responsible for notifying MISS UTILITY (1-800-552-7001). 6. All waiver and sewer- pipes shall have a minimum of three (3) feet of cover measured from the top of pipe over the ceinterline 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 the roadside ditches. 8. Valves on dead -en& lines shall be rodded to proved adequate restraint for the valve during a future extension of the Iline. 9. The contractor shalll coordinate all watermain 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 flowabie fill. 13. All ductile iron pipe shall be wrapped in polyethylene encasement, 14. H 15. The contractor shalll be responsible to comply with the no -lead regulation regarding brass fittings effective Jcnuary 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act), ammWE �0) dN Cc W 0 m : of Q o 0 M z >_ M w • o UJ W z z y U) n n U DATE 11/20/15 PROJECT N0. 113038016 r • � A � DATE 11/20/15 PROJECT N0. 113038016 1 I 00 0 ca Q) -C V) V) 0 z _0 E Lj- , -Lj CC x E 0 Co t„C lw� _XXX_ Lw - CONTOUR ELEVATIONS _x — - SILT FENCE 0 0 - INLET PROTECTION � 0 0 M cc - CULVERT INLET PROTECTION cE - PAVED CONSTRUCTION ENTRANCE 00 - OUTLET PROTECTION sAF - CHAIN LINK FENCE .a 6 SOIL TYPE BOUNDARY LINE zz: zzz-_ 0 V, jzzz Ak TH O BRIAN A. 4-4 McPETERS 0* ,t' LIC. No. 041405 .A- 0 %tAL Brian A McPeters 2015.11.20 10:51:18 -05'00 Kimley-Horn &Associates, Inc. Richmond, Virginia //VY ROADWAY ENGINEER A f Z EXISTING SOILS INFORMATION Unit Sym e14 Map bol M Name <0 Map Unit 5B X Belvoir loam, 2 to 7 percent slopes 78 A.\ Braddock loam, 2 to 7 percent slopes 8C3 Braddock clay loam, 7 to 15 percent slopes, severely eroded 37C3 Hayesville clay loam, 7 to 15 percent slopes, severely eroded 7' I All LEGEND & EROSION DETAILS BOUNDARY LINE RIGHT—OF—WAY LINE V -ry'y'y'y"y_y_y_f1_1- LIMITS OF DISTURBANCE V/ A" E rid Y Z SA &y </ V lb CL + X, Tj SF - Z_" X A Vfl Z tis 0 01 > LLJ CD V) Q0 >0 0- , 0- X_X_ ti J 0 "All 0 V) _Er S" "N SR 810)._ w. )22' U-1 v x ------- 0 > > C < E C-) r _Y vI x > < Li � < ri x 0 0 M 11) C) x 0 < 00 00 r—n > �3 X ul .. Lu) :E Lj Of YX- 1, 1 d `% Cl Z j— EROSION CONTROL NARRATIVE & SEQUENCE OF CONSTRUCTION V-1 Z. PHASE I % 1. DONTACT THE COUNTY EROSION CONTROL INSPECTOR TO SCHEDULE A PRE -CONSTRUCTION MIEETING IN THE OFFICE OF COMMUNITY DEVELOEMENT AT THE ALBEMARLE COUNTY OFFICE BILDG. FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 48-HOUR NOTIFICATION IS RIEQUIRED. 2. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE PERE-CONSTRUCTION MEETING. 3. AFTER LAND DISTURBANCE PERMIT IS ISSUED, INSTALL CONSTRUCTION ENTRANCE AT LOCATIONS IDENTIFIED ON PLANS. 4. INSTALL PERIMETER EROSION CONTROLS IDENTIFIED ON PHASE I EC PLANS (SILT FENCE, DROP INLET PROTECTION, AND CULVERT INLET PROTECTION). OR5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TINES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL Z: %3*1 STABILIZATION IS ACHIEVED. 6. INSTALLATION, MAINTENANCE AND REMOVAL E&S ITEMS SHALL BE PER THE VA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). 01" NOTES 1. CONTRACTOR SHALL LEAVE A GAP IN CIP WOVEN FABRIC FOR STREAM TO PASS THROUGH. 04 0 Co t„C - STORM DRAIN _XXX_ Lw - CONTOUR ELEVATIONS _x — - SILT FENCE 0 0 - INLET PROTECTION � 0 0 M cc - CULVERT INLET PROTECTION cE - PAVED CONSTRUCTION ENTRANCE 00 - OUTLET PROTECTION sAF - CHAIN LINK FENCE .a 6 SOIL TYPE BOUNDARY LINE EROSION CONTROL NARRATIVE & SEQUENCE OF CONSTRUCTION V-1 Z. PHASE I % 1. DONTACT THE COUNTY EROSION CONTROL INSPECTOR TO SCHEDULE A PRE -CONSTRUCTION MIEETING IN THE OFFICE OF COMMUNITY DEVELOEMENT AT THE ALBEMARLE COUNTY OFFICE BILDG. FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 48-HOUR NOTIFICATION IS RIEQUIRED. 2. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE PERE-CONSTRUCTION MEETING. 3. AFTER LAND DISTURBANCE PERMIT IS ISSUED, INSTALL CONSTRUCTION ENTRANCE AT LOCATIONS IDENTIFIED ON PLANS. 4. INSTALL PERIMETER EROSION CONTROLS IDENTIFIED ON PHASE I EC PLANS (SILT FENCE, DROP INLET PROTECTION, AND CULVERT INLET PROTECTION). OR5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TINES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL Z: %3*1 STABILIZATION IS ACHIEVED. 6. INSTALLATION, MAINTENANCE AND REMOVAL E&S ITEMS SHALL BE PER THE VA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). 01" NOTES 1. CONTRACTOR SHALL LEAVE A GAP IN CIP WOVEN FABRIC FOR STREAM TO PASS THROUGH. 04 .4 DATE 11/20/15 PROJECT NO. 113038016 E5 I SREET NUMBER E-1 01 0 Co t„C to 5 N to Lw z I __ n >< r" V) (D H d' <z 0 � 0 0 M cc 0 w C—n Sz? )k of < <U- - 0 LO Z aco Lj ui > < E 00 Wz 8"0 0 C, .4 DATE 11/20/15 PROJECT NO. 113038016 E5 I SREET NUMBER E-1 01 � J i a O 1 / E I I / I y / / f tW O 0 G c 0 CV Co cal cis 0 ro (� M Z Cn zLM � N \ O :500 t4 Co i _U i a Z rS Z r 00 0EnCo ICU Dw z N _j (o 0 en V) E 00o O �® p ®� ,1; (? C Ci ua Ca ` n � 2 ,E c, -o U I0 Ci C7 tCJ C5 — CJ-- - --- �� u _ Q0Lo LL U i NC >a .� U © L, i ;a 04 ' �� SF O CD 47 ! ` r� ! r--- •-'�� 70 as - 704 7 __ __ - -- _ >,-- � _ .... ... . ,,°.�,";:"'" - r_ m j 1 , . � — - ,�....- — waw � a- "1 � ✓,r t - _. TIN c ry _... ..... 0(D <x E` F �3 ti C5 'v �r > \ 1 < tV 0 0 X U G CQ 4) n 1 i i x a) 0v 1 CD a 00 0 i0 U C d C-) X x / NOTE: 1. LEAVE A GAP IN CIP WOVEN FABRIC FOR STREAM TO PASS. 690 �-- II BRIAN A. IUIcPETERS LIG. No. 049405 rian A McPeters 015.11.20 10:52:34 -05'00 Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER LEGEND & EROSION DETAILS -- — BOUNDARY LINE — RIGHT—OF—WAY LINE — LIMITS OF DISTURBANCE ,r �— STORM DRAIN I \ xxx CONTOUR ELEVATIONS sF ?� SILT FENCE \INLET PROTECTION CULVERT INLET PROTECTION OUTLET PROTECTION SAF — CHAIN LINK FENCE O f - SOIL TYPE BOUNDARY LINE EROSION CONTROL NARRATIVE & SEQUENCE OF CONSTRUCTION PHASE 11 1. CLEAR AND GRUB SITE. STRIP TOPSOIL FROM THE SITE AND PLACE IN SOIL STOCKPILE AREAS IDENTIFIED ON THE PLANS. 2. IINSTALL MAJOR DRAINAGE PIPES AND INLETS ALONG CROZET AVENUE. 3. (ROUGH GRADE ROAD. EXCESS SOIL SHALL BE DISPOSED OFFSITE TO AN APPROVED VWASTE SITE. PLACEMENT AND COMPACTION OF THE SOIL SHALL MEET THE REQUIREMENTS (OF THE GEOTECHNICAL ENGINEER. 4, (IMMEDIATELY FOLLOWING ROUGH GRADING, PROVIDE TEMPORARY SEEDING/MULCH FOR FALL UNPAVED AREAS PER TEMPORARY SEEDING SCHEDULE. 5. IINSTALL REMAINING UNDERGROUND UTILITIES, DRAINAGE PIPE, DROP INLETS, AND INLET / OUTLET PROTECTION. 6. PLACE BASE STONE. 7, FOUR CURB & SIDEWALK. 8. PLACE ASPHALT. 9. FINISH ALL PAVEMENT MARKINGS AND SIGNAGE. 10. TIEMPORARY EROSION AND SEDIMENT CONTROL MEASURES CAN ONLY BE REMOVED WITH TIHE APPROVAL OF THE EROSION CONTROL INSPECTOR ONCE THE CONTRIBUTING DIRAINAGE AREAS HAVE BEEN STABILIZED. 11. TIHE CONTRACTOR SHALL KEEP THE ROADWAY(S) ADJACENT TO THE CONSTRUCTION EINTRANCE(S) FREE OF DIRT AND DEBRIS AT ALL TIMES. rAl I co z 0 w 0 0 CV Co cal cis 0 ro (� M Z Cn zLM o to �Z^ :500 Co EnM _U a Z rS r 00 0EnCo ICU Dw z N _j (o 0 en V) Lli 00o O �® p ®� 0 U 0 m Z Cn >- M p m o o Q, LLj U v uj ry LLJ IT < Ljj s rS • 00 0 Lli uj ry IT Cu • 0 M DATE 11/20/15 PROJECT NO. 113038016 0 SHEET NUMBER, E- 10 / COURSE � 1 , t - `' � `�---�-,:r. -^^�^ ' '? a tea• � r', Y *t � , .. J �.._. u" MIN 21A.ACGtEGAIE BtISE ER F ;fj yCGIP t.*11 F4 .-rd' 1`1,11,1- tHDtH # TRAP 1N DEVICE). '.rr;;R SS D E,> ca;=F�FrlEjn: PLAN 71._IE" CLO--{ -.. SECTIOt A -A Hri;_E DIA (,, ; 5 PAVED WASH RAC? NO scAL 1AiR 6 PIPE OUTLET CONDITIONS A � A SECTION1_:�: L ��;� �� ,�... ,..,��•,♦s� IPE GUREr TO FLAT IKEA WN NO DOW&D POE WHET IV ML .LAN l�.1t,�`S t� ����-- s-•- SECTION A -A PILWam X" of 01-0- mmmmme FW BMW MMEM USM PUM.10-3 A010-4 .1 d - 1.5 IOU PC AMMAN SnW AWA'Mt AUT NOT LOS 1W 91 SO= I�z ' j ;i��-.I�i- rte. i>:. �r�.►..��� - �� i� 01 BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET +►_- �Lr +rte � � ur��,,..,,;��'►i. sr-�'' IIID='lll!l=IIIIIr==�' -- SPEMAL APPLICATION F AT TO�REVENT D RY C FRONTrANPWN FN�SIRI E * GRAVEL SWILL BE VDOT #3, #357 OR #5 COARSE AGGREGATE CONSTRUICTION OF A SILT FENCE (WITHOUT WIRE SUPPORT L EXCAVATE A 4 4' TRENCH 1. SET THE STAKES MAX OFUALONG THE LINE c 10, FLOW 11 r 3. STAPLE FILTER MATERIAL TO STAKES AND DKTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL IP SF ONSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A exe L STAPLE MRE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. FLOW 4• 3. FENCE � FILTER ND FABRIC INTO THE TEREWRCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH FILTER FABRIC SILT FENCE CULVERT INLET PROTECTION is 6Ir MVA" F ROw R.OIr OPTIONAL STONE COMBINATION TEMPORARY Seeding Rates Seeding Dates rr Seeding procedure i Maintenance P a r Pavr.D Avenue (SR 810) in Albemarle County, between St. George Avenue and Crozet Elementary School. The project site is 1.13 acres tx v asHHACK 1.5 to 2 tons Wheat -2 BU/AC or � _ r small grain straw > 0% Rye - 20-30 LBS/AC IL EKI. Tl ! �;.-r4 ; 2 fm* (depending on seed mixture). per acre lmmedlatefy after 2 Har 1 m 12' MIN.' Except where a grain drill Is used seed seeding. I ;fj yCGIP t.*11 F4 .-rd' 1`1,11,1- tHDtH # TRAP 1N DEVICE). '.rr;;R SS D E,> ca;=F�FrlEjn: PLAN 71._IE" CLO--{ -.. SECTIOt A -A Hri;_E DIA (,, ; 5 PAVED WASH RAC? NO scAL 1AiR 6 PIPE OUTLET CONDITIONS A � A SECTION1_:�: L ��;� �� ,�... ,..,��•,♦s� IPE GUREr TO FLAT IKEA WN NO DOW&D POE WHET IV ML .LAN l�.1t,�`S t� ����-- s-•- SECTION A -A PILWam X" of 01-0- mmmmme FW BMW MMEM USM PUM.10-3 A010-4 .1 d - 1.5 IOU PC AMMAN SnW AWA'Mt AUT NOT LOS 1W 91 SO= I�z ' j ;i��-.I�i- rte. i>:. �r�.►..��� - �� i� 01 BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET +►_- �Lr +rte � � ur��,,..,,;��'►i. sr-�'' IIID='lll!l=IIIIIr==�' -- SPEMAL APPLICATION F AT TO�REVENT D RY C FRONTrANPWN FN�SIRI E * GRAVEL SWILL BE VDOT #3, #357 OR #5 COARSE AGGREGATE CONSTRUICTION OF A SILT FENCE (WITHOUT WIRE SUPPORT L EXCAVATE A 4 4' TRENCH 1. SET THE STAKES MAX OFUALONG THE LINE c 10, FLOW 11 r 3. STAPLE FILTER MATERIAL TO STAKES AND DKTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL IP SF ONSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A exe L STAPLE MRE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. FLOW 4• 3. FENCE � FILTER ND FABRIC INTO THE TEREWRCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH FILTER FABRIC SILT FENCE CULVERT INLET PROTECTION is 6Ir MVA" F ROw R.OIr OPTIONAL STONE COMBINATION TEMPORARY Seeding Rates Seeding Dates Lime and Fertflfzzer Seeding procedure Mulching Maintenance Rye- 3 BU/AC or Avenue (SR 810) in Albemarle County, between St. George Avenue and Crozet Elementary School. The project site is 1.13 acres Line 1 ton agricullturo/ Broadcast or drN seed unlform/y and 1.5 to 2 tons Wheat -2 BU/AC or Aug. 1 - Dee 15 limestone or equNmient cover to a depth of 1/4' to approx small grain straw > 0% Rye - 20-30 LBS/AC IL per acre. 2 fm* (depending on seed mixture). per acre lmmedlatefy after w n m Fertoker 1000 LIES Except where a grain drill Is used seed seeding. 00 Spring Oats - 3 BU/AC or i 10-10-10 or &WlskWent should be covered and the see&ed formed Z O O Spring Oats - 0.5 BU/AC per ac% by the use of corrugated agricultural U5 E�. plus Korean Lespedem Q Q coltoacker. Seeding Implements should w -20 LBS/Ac) ar Feb. 1 - May 1 be used at right angles to the genera © Lespedeza Sudangrass - 30-40 LBS/AC or slope to minimize erosion. °_ . MNlet -30-40 LBS/AC or Sorghum Cross - 30-40 LBS/AC SEMI PERMANENT AND PERMANENT SeedingRates Seeding Dates Lime and Fertilizer Seeding ocedure Mulching Maintenance (RATE PER ACRE Wl7HOUT 1t1RF ;;�A� 40-70 LBS Toll fescue (KY -31) Fd/ dates: Lime: 2 tons ground' Seeding may be a hydroseeder or conven- 1 to 2 tons straw Hr/gate, repair 2 LBS Ladino Aug. 1 - Nov. 1 limestone or equivalent tions methods: With conventional per am or replace and reseed as 8 LBS Red clover Spring dates: per aen@6 seeding a cultlpacke- should be used 1000 LBS wood necessary to tinily Or Feb. 1 - May 15 before and after song. This Is fibers per acre establish hedthy, 20-40 LBS Tog fescue (KY -31) accomplished with a seeder-cu/tipacker or 43,560 SF ,Aute gnm 25 LBS Serceo Lepedeza for Fertliker: 1000 LBS comb/ oUm. mat per acre spring seeding 10-20-10 r equivalent or per acre Prepare ground and grade to permit use Mulch lmmedlately of conventional equipment for 1knlhg after seeding /s fertlizing, cultivating and seeding. complete App/Y (RATE PER 1000 SF 107H TURF REQUIREMENT) at a uniform rate completely covering 8-10 LBS Tall fescue (KY -51) Feb. - Mar. Sept.. - Oct 5OX to 75X of seeded area. 2 LBS Common Bermuda (hulled seed) Spring 7 LBS Common Bermuda (unhulled seed) Fdl Tufcote (Bermuda) Mar. - April sod plugs an 1' centers Top solving Is required for semi permanent and permanent seeding IF. springs 7 BU broadcast I. Existing soil contains less than 25X fine grained mate -We (silt and 2- ExtIng soil porosity prevents adequate root penetration U-3 (Bermuda) Mar. - July A Existing sol contains concentrations of toxic elements sod plugs on Y centers Composition of topsoil sprigs 7 BU broadcast 1. 35X mAnAmum of line grained materials 2- 1.5X mkninum of organic mote/a/s Zoysia (meyero & emerald) Mar. - April Topsoil shall be placed at four (4) Inch depth sod plugs on 1' centers sprigs 7 BU broadcast MS -1 Any area that has reached final grade must receive temporary or permanent soil stabilization GENERAL CONSTRUCTION NOTES FOR E&S PLANS o��r within seven days. Areas not at final grade that will remain dormant longer than 30 days must 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE SF have temporary soil stabilization within seven days. Areas that will be dormant longer than one PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND v BRIAN A. 1cPETERS year must have permanent soil stabilization. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. , d Lic. No. 041405 �O MS -2 All soil stockpiles and borrow areas must be stabilized or protected with sediment trapping 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED measures. Temporary protection and permanent stabilization shall be applied to all on-site soil ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS F THE VIRGINIA EROSION AND �jo stockpiles and borrow areas and soil intentional) transported from the project site.' p y p p 1 SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND MS -3 Permanent vegetative cover shall be established on denuded areas not otherwise permanently SEDIMENT CONTROL REGULATIONS. g p y Brian A 1VIcPeters stabilized. Permanent vegetation shall not be considered established until a ground cover is 3 ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS 2015.11.20 10:52:48 -05'00' achieved that is uniform, mature enough to survive, and will inhibit erosion. THE FIRST STEP IN CLEARING. Kimley-Horn & Associates, Inc. Richmond, Virginia MIS -4 Sediment basins and traps, and perimeter ESC measures intended to trap sediment must be ROADWAY ENGINEER constructed as a first step in any land -disturbing activity and shall be made functional before 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED upslope land disturbance takes place. ON THE SITE AT ALL TIMES. MIS -5 Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON immediately upon installation. THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), MIS -6 Sediment basin and trap design information. THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE MIS -7 Cut and fill slopes must be designed and constructed in a manner that will minimize erosion. OWNER FOR (REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. Slopes that are found to be eroding excessively within one year of permanent stabilization shall 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION be provided with additional slope stabilizing measures until the problem is corrected. CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED MIS -3 Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate BY THE PLAN APPROVING AUTHORITY. temporary or permanent channel, flume, or slope drain structure. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL CSP PAS -9 Whenever water seeps from a slope face, adequate drainage or other protection must be TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL provided. STABILIZATION IS ACHIEVED. MIS -10 Inlet protection is required for all storm inlets that will be made operable during construction MIS -11 Before newly constructed storm water conveyance systems are made operational, adequate 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. outlet protection and any required channel lining must be installed in both the conveyance THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER channel and receiving channel. 9, EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MS -12 When work in a live watercourse is performed, precautions must be taken to minimize MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 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 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. cofferdams. Earthen fill may be used if armored by non -erodible cover materials. 11. ALL WATER MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE MIS -13 When a live watercourse must be crossed by construction vehicles more than twice in any six- INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH,AND OTHER DEBRIS. month period, a temporary vehicular stream crossing constructed of non -erodible material must be provided. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING MIS -14 All applicable federal, state, and local regulations related to working in or crossing live ORDINANCE SECTION 5.1.28. watercourses must be met. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. MS -15 The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. MS -16 Underground 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 trendies 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 -17 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 -1.8 All temporary erosion and sediment controlmeasures 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 -19 Adequate outfall information" I 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/Gales." sheet. Any variance to the above listed minimum standards must be requested and approved in writing.. 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 LANID 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 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 F ANNUAL RIYEGRASS 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/1OOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS / ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% 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 AFTER EACH RAINFALL. 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. EROSION AND SEDIMENT CONTROL NARRATIVE 20 DAYSALL TEMPOF FP�NAL SITERARYD SIA BILIZATION,N ANDI WHEN ARE TO CMEASUORES ARE NO LONGER BE B ECTIT030 NEEDED, REMOVEDMEASURES SITE LOCATION: This project is located along Crozet Avenue (SR 810) in Albemarle County, between St. George Avenue and Crozet Elementary School. The project site is 1.13 acres APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. M with 49,222 SF. PROJECT DESCRIPTION: Project construction will consist of the ad(dition of sidewalk, landscaping, and associated drainage improvements. EXISTING SITE CONDITIONS: The site contains an asphlat-paved roadway with curbs and storm drain. Site topography consists of flat to slopes. MISC. NOITES 1. A VDO)T land use permit is required for this project prior to ADJACENT AREAS: This site is adjacent tto residential properties, commercial businesses and city streets. No wetlands or streams are located within the project limits. issuance of a land disturbance permit. OFF-SITE AREAS: There will be no off -sine grading on this project. Excess soil, existing pavement, existing concrete items and soil will be disposed of at the City Landfill. 2. At the time of the pre -construction meeting, two standard signs muist be installed on each side of the construction access. SOILS: The project corridor consists of the following soils: Edgehill -Urban land complex, 2 to 6 percent slopes Ubron lands CRITICAL AREAS: Critical areas for this project include the existing and proposed drop inlets located along the corridor that are to be to be protected as shown on the E&S plans. EROSION AND SEDIMENT CONTROL MEASURES: Erosion and Sediment Control plans have been included and detail erosion control construction sequencing, inlet protection, mulching and paving. PERMANENT STABILIZATION: All disturbed (areas will be stabilized with paving (asphalt or concrete) or landscaping with mulch. STORMWATER RUNOFF CONSIDERATIONS: 7his project will result in no net increase in impervious area, and will actually decrease the impervious area within the project limits by creating planting areas and tree pits where impervious area previiously existed. CALCULATIONS: See the project's drainagle computations entitled 'State Farm Boulevard and South Pantops Drive Sidewalk Pro jeict, Drainage Narrative' dated March 30, 2015 for all required drainage computations. MEMEMIN F== DATE 11/20/15 PROJECT N0. 113038016 SI SHEET NUMBER v 501 4 a 0 • ®° tz <( V, Q �< M o LO LU z w Z F- > 0% co O S;dm IL 00 I w > w n m iQ Q a En F-O 00 GO O4 i 0 O iii Z O O Loi DATE 11/20/15 PROJECT N0. 113038016 SI SHEET NUMBER v 501 4 a • Q tz <( CJ M < LU z � m � m m Q a 00 U5 E�. Q Q w n ct (n © v DATE 11/20/15 PROJECT N0. 113038016 SI SHEET NUMBER v 501 4 a • LIJ < LU Ji 00 E�. DATE 11/20/15 PROJECT N0. 113038016 SI SHEET NUMBER v 501 4 a • °_ . DATE 11/20/15 PROJECT N0. 113038016 SI SHEET NUMBER v 501 4 a q) 00 t" 0 (D 0 m Tj 0 0 9 0 0 (n Q) ID E SE 0 0 9) va0 E CT id -y -C E cn O E O 0 S IN > 7j 0 C 0 BRIAN A. M c T PEERS LiG. No0 0 . 0411 405 V0 0 J�k, Brian A McPeters 2015.11.20 10:54:00 -05'00' Kimley-Horn &Associates, Inc. Richmond, Virginia ROADWAY ENGINEER Lij > < LLJ C) fi0 LLJ Of w. -57 0 V) X ro 7 8 —703 -------- -- 0 TC )6.53 ti o • NO ... ... ... . ..... ....... L 705.9 �56 ell, A yQ.CROZET AV R. 0 z TC rill- ....... ..... J/ . .. ........ .. - ----- -------- - SR ------------- - - N32' 4 . ... ... ... ... .. . ---------- - -2+80,22 7 . j PC 1 PI0+;00:23 1 - - --- ------------ -------- . .. . ............... i�6k, bf% f u BEGIN PROJO 9999 �02 .. �R45 6? z PE101,IDA wil-2020 "C-502 yr A. 10+15.76 CRUET AVE, CONSTR. y. .......... ......... . THIS PLAN FOR EARTHWORK AND GRADING ONLY # SHEET REFERENCES CA -002 PROP. ALIGNMENT DATA CR -100 CROZET AVE. ROADWAY PLAN CR -100A CROZET AVE. PROFILE SHEET 11 0 1140 VA IN DATE 0) 0 00 C(j LM z < 113038016 > LLI w Z < 00 0 0 M 00 0 V) Z L0 < LL. 0 L0 LLJ z U) N ui z < of 5 C'4 CV) 00 M Co T Lj Ld Z 9 LLJ —j (D 4 < < C, < C) LLJ 0 Llj C/) z @a0 0 -r IN DATE C) LJJ < 113038016 < < Z 0 E 10 r% J-) Z LLJ CD + U) N Q3 < 0 LLJ M 0 Ld zN:� 9 LLJ —j (D 4 C) < F) < C) LLJ C/) n IN DATE C) LJJ LO 113038016 < Z CG -j -201 E 10 r% J-) Z LLJ CD + 7-F N c l� 0 r% ry • IN DATE 11/20/15 PROJECT 0 113038016 SHEET NUMBER CG -j -201 E J-) • 4 IN DATE 11/20/15 PROJECT 0 113038016 SHEET NUMBER CG -j -201 E J-) 0 0 Q) O 0 ae 0 0 0 GB E 6 0 �2 CC Ci s7 L a CL C3 u7 V) > 0 0 U-) Ul -V CD r) O 0 0r-- cy- (n 00 1 tl-) _E 0 0 N 0 0 ID < Z Cn 0 n on - S_ 0 (r, I x < U Sr`_ v CO U) PO �2 50 Uf x 0— E) z 00 ,1) D r) - - 0 0 s5-) c. 11 > > C < > X ca0 �2 U) X (5 >10 0 < 0 _7 E CI x f.'C LL_ ,-Le! Of x U3 "53 7 EIVI) r --------- - - F- _ND /V V. 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Na. 6-3� J, Q _z ell Z aA J 90 --�-002-M k7R4& D PROJ fl -4 202 1% MULL; 11, L 6 Wit �02Dr.U.Iff r q It C u 6 STA. 20+29.62 UPC CROZET AVE. CONSTR. A 0 0 1 a I n 0 0 A A& M Op 0 I Iry 1/� 0 f UTZ ry > 1 1 303801 6 Z 00 Cc> 15 00 — SHEET NUMBER r 0 tn u Ld Q:f < LL_ 0 z z Z < 00 F_ M _j < E> 002 "004 3 M 501 E; uj,�� C) < Y < W 0 LLJ PC z LO ....... . . ... ...'ef u I '0_1 0!�, ------ . . . . . . .. . .. . . . ............................. . . ... ... ... ... ......... ...... . ... ..... ... ... ... .. .......... .. .. ... ... .. ... ... ... ... . N 11 18' 18:W �10Z�ET-2�' 01— . .. ........ z 1-3 ----- - - - . .. ... ....... 7t_ -k --------- ----- �3 t 1 9 CROZET AVE. CONS TR. 20 co 17 e rk A SR 1 810) ----------- ------ . ....... . PT ------ 6+03.45 .. . ..... . . Na. 6-3� J, Q _z ell Z aA J 90 --�-002-M k7R4& D PROJ fl -4 202 1% MULL; 11, L 6 Wit �02Dr.U.Iff r q It C u 6 STA. 20+29.62 UPC CROZET AVE. CONSTR. A 0 0 1 a I n 0 0 A A& M Op 0 I Iry 1/� 0 f UTZ ry > 1 1 303801 6 Z 00 Cc> 15 00 — SHEET NUMBER r 0 tn u Ld Q:f < LL_ 0 z z Z < 00 F_ M _j < E> 002 "004 3 M 501 971189 (BY OTHERS # SHEET REFERENCES CA -002 PROP. ALIGNMENT DATA CR -101 CROZET AVE. PROADWAY PLAN CR -101A CROZET AVE. PROFILE SHEET CR -1016 STORM SEWER SHEET IMEEMIN 0 00 U eq n " LM 0 M > 1 1 303801 6 Z 00 Cc> 15 00 — SHEET NUMBER r 0 tn u Ld Q:f < LL_ 0 z z Z < 00 F_ M _j < E> V) LO 0 E; uj,�� C) < uj N 0 Cj Z (goo 0 0 M M 1 1 303801 6 < < SHEET NUMBER Ld C) 0 6 E < I Z < uj F_ M < 0 M C) < uj N < W 0 LLJ LLI z LO < V) < F_ C) Ld Q:� =:LLJ U) n a L) I DATE 11/20/15 3 to 4w, 1 1 303801 6 L0 SHEET NUMBER Ld C) Z 6 E < I Z < uj F_ < 0 z C) < uj N CD Lo ^000 0 + LO F_ U) I DATE 11/20/15 3 to • 1 1 303801 6 SHEET NUMBER C) C G - 2 0/2" 6 E 0 z I DATE 11/20/15 3 to PROJECT NO 1 1 303801 6 SHEET NUMBER C) C G - 2 0/2" 6 E 0 z ID r U �D CL, a 0 GJ G1 c 0 4J E c 0 g ro i7 C7 0 4 I? U ciiID ID t� ID 0 Q. tS7 S 00 d 0 0 0 �0 V, Y. tJ5 CD v � cc C) 0 0 ,- E (-)o '2 �a r �x SZE O O __ ID ID ,a > N X 0 7 rn �CD t� �r CL r U 00 j Q E X 0 ai s 0co a7 [1) o 0 7 E :> �F x -8 X: x J __---- % -_1 TT U, TO ROUTE 250 y�! BEGIN PROD, 9999-002 PE -101, RW -202, C-51 JOHN H. HILKER, JR. AND PROP. POLYWRAP ENCASED 8" DIP 00� JENNIFER B. HILKER TMP 56A 1 PROP. T WATERLINE (SEE SHEET CR -102) D.B. 1402 � _ 5fi3_7PLAT PROP, PERM ACSA D.B. 1402 P. 531 WATERLINE EASEMENT .._.._ t co MARK C. GREENFIELD TMP 56,x(1)-01-70 D.B. 1535 P. 144 t`l D.B. 1142 P. 727 PLAT — STD. CG -12, TYPE B REQ'D — UTILITY POLES TO BE RELOCATED BY OTHERS — FIRE HYDRANT AND VALVE BOX TO BE RAISED TO GRADE — TIE EXISTING CD -1 INTO STD. UD -3 — FIBER OPTIC JUCTION BOX (MAT'L. PROVIDED BY OWNER) NOTES: 1. CONTRACTOR SHALL (IT UNCOVERED DURING CONSTR.) REC—CONNECT THE GUTTER DRAINS FOR THE RESIDENCE ON PARCEL 001 TO THE STORM SEWER ALONG CROZET AVE. 2. EXISTING 4' CONC. SIDEWALK TO BE DEMOLISHED. HOLLIS F. AND V. SANDRIDGEHOLLIS F. AND MARY V. SANDRIDGE `t TMP 56A(1) -101-73A TMP 56A(1) -01-73C D.B. 296 P. 246 D.B. 331 P. 21 D.B. 262 P. 536 PLAT \ D.B. 262 P. 536 PLAT 100-1 1 ST'D DI -3B (L=14') REQ'D H = 3.9' INV. 680.0 IS -1 INLET SHAPING REVD CONNECT IMOD. UD -4 & STID UD -8 TO Df°SOP INLET 100-1 TO 101-5 48 L.I=. - 15" STORM SEWER PIPE REQ'': (2.5' COVER) INV. (IN) 680°00 INV. (CUT) 679.28 CROZET-1 LEGEND 13+48.54 A = 8' 20' 26" LT. — STD. CG -2 REQ'D kA A — STD. HYD. CEMENT SW, W=7' (TYP.) REQ'D /5\ R = — PROPOSED LIMITS OF CONSTR. IN CUT Z 6 , PCC — PROPOSED LIMITS OF CONSTR. IN FILL 8 V = — PROPOSED PAVEMENT ............... LU Z �m — DEMOLITION Q zz] MILLING AND OVERLAY OF PAVEMENT O L2V) 00 v :d qA — PROPOSED CONCRETE ITEMS z z — TEMPORARY EASEMENTS. — PERMANENT EASEMENTS. — STD. CG -12, TYPE B REQ'D — UTILITY POLES TO BE RELOCATED BY OTHERS — FIRE HYDRANT AND VALVE BOX TO BE RAISED TO GRADE — TIE EXISTING CD -1 INTO STD. UD -3 — FIBER OPTIC JUCTION BOX (MAT'L. PROVIDED BY OWNER) NOTES: 1. CONTRACTOR SHALL (IT UNCOVERED DURING CONSTR.) REC—CONNECT THE GUTTER DRAINS FOR THE RESIDENCE ON PARCEL 001 TO THE STORM SEWER ALONG CROZET AVE. 2. EXISTING 4' CONC. SIDEWALK TO BE DEMOLISHED. HOLLIS F. AND V. SANDRIDGEHOLLIS F. AND MARY V. SANDRIDGE `t TMP 56A(1) -101-73A TMP 56A(1) -01-73C D.B. 296 P. 246 D.B. 331 P. 21 D.B. 262 P. 536 PLAT \ D.B. 262 P. 536 PLAT 100-1 1 ST'D DI -3B (L=14') REQ'D H = 3.9' INV. 680.0 IS -1 INLET SHAPING REVD CONNECT IMOD. UD -4 & STID UD -8 TO Df°SOP INLET 100-1 TO 101-5 48 L.I=. - 15" STORM SEWER PIPE REQ'': (2.5' COVER) INV. (IN) 680°00 INV. (CUT) 679.28 CROZET-1 PI = 13+48.54 A = 8' 20' 26" LT. D = 6' 6' 54" T = 68.32' L = 136.39' R = 936.97' PC = 12+80.22 PCC = 14+16.61 e = MATCH EXIST. V = 35 MPH CROZET-2 PI = 1 5+13.17 A=3:5'40'57"LT. UJ D = 19* 05' 55" T = 96.56' L = 186.83' R = 3(00.00' PCC = 14+16.61 PT = 116+03.45 e = M)ATCH EXIST. V = 3(0 MPH Ih BRIAN A. McPETERS LIC. 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D�:::!':�!," -'� 0 E; DATE Co ro 11/20/15 0 � �2 PROJECT 1,40. < 1 113038016 0 �D- SHEET NUMBER 0 1 � 0 ^ A 6 CR -1 OUAE a z - - a) T to O 0 7t 03 0 Q E 0 �2 fl O yv 07 O:t CD co t^7 nj0 ro 0 E X cfC Q3 rL 0 U. E Ln LO _00 Fj E 0 I -D C-) V) ty- w V) 0 1 L N 0 00 CU n x EY QJ CJ V (rj co n 0 ro 0 ul -60 C: �2 x 0 > < X 0 w 0 -0 (D -0 a- 0 X 0n 00 pq 0 _7 E x -6 Y . X AL COUNTY OF ALBEMARLE TMP 56-61 D.B. 1132 P. 262 D PERM, DRAINAGE EASE. D.B. 1115 P. 391 PLAT D.B. 1096 P. 741, 743 PLAT SCHOOL BOARD COUNTY OF ALBEMARLE TMP 56-64E NOTES: 1. EXISTING 4' CONC. SIDEWALK TO BE DEMOLISHED. 2. TREE CLEARING OF ANY KIND MUST BE COMPLETED PRIOR TO APRIL 15, 2016. LEGEND Al - STD. CG -2 REQ'D /4iA\ - STD. CG -12, TYPE B REQ'D, - STD. HYD. CEMENT SW, W=7' (TYP.) REQ'D /5\ - UTILITY POLES TO BE RELOCATED BY OTHERS - PROPOSED LIMITS OF CONSTR. IN CUT As - FIRE HYDRANT AND VALVE BOX TO BE RAISED TO GRADE - PROPOSED LIMITS OF CONSTR. IN FILL AS - TIE EXISTING CD -1 INTO STD. UD -3 .......... ....... - PROPOSED PAVEMENT ....... /9\ - FIBER OPTIC JUCTION BOX DEMOLITION (MAT'L. PROVIDED BY OWNER) MILLING AND OVERLAY OF PAVEMENT PROPOSED CONCRETE ITEMS TEMPORARY EASEMENTS. PERMANENT EASEMENTS, HEIRS OF MIRIAM H. ASHBY 003 POLLY ASHBY SHEETS LOUISE ASHBY HILKER ELINOR ASHBY BURCHARD TMP 56A(1) -1-74D D.B. 649 P. 598 D.B. 124 P. 320 D.B. 319 P. 266 PLAT D.B. 307 P. 339 PLAT D.B. 170 P. 479 PLAT W.B. 59 P. 16 W.B. 35 P. 308 W.B. 31 P. 317 N C. V/-' -i Nrp 1(01-7 4.7 LIN. FT. STD W-1 OR MH -2 REQ'D A V I STD MH -1 FRAME AND COVER 35' 40' 57" LT. INV. 692.0 19* 05' 55" IS -1 INLET SHAPING REQ'D 1(01-7 TO 101':-3A 152 L.F. - 15" STORM SEWER PIPE REQ'D (2.6" COVER) 186.83' INV. (IN) 691.99 INV. (CXJT) 685.13 1(01-3A 6.4 LIN. FT. STD PvH-1 OR MH -2 REQ'D = 14+16.61 I STD MH -1 FRAME AND COVER 16+03.45 INV. 682.8 MATCH EXIST. CONNECT STD UD -3 TO STD. MH -1 OR W-2 25 MPH IS -1 INLET SHAPING READ 1(01-3A TO `I01-3 11 L.F. - 15" STORM SEWER PIPE REQ'D (4.3' COVER) V)M INV. (IN) 682.79 INV. (OUT) 681.14 101-3 1 STD DI -313 (L=12') REQ'D H = 7.3' INV. 681.0 M IS -1 INLET SHAPING REQ'D CONNECT MOD. UD -4 TO DROP INLET 101-3 TO 101-4 181 L.F. - 18" STORM SEWER PIPE REQ -D (5.6' COVER) Lij INV. (IN) 681.04 INV. (OUT) 679.36 101-4 1 STD DI -3B (L=9) REQ'D H = 4.7' INV. 679.3 IS -1 INLET SHAPING REQ'D < CONNECT MOD. UD -4 & STD UD -3 TO DROP INLET 101-4 TO 101-5 52 L.F. - 18" STORM SEWER PIPE:REQ'D (3.0' COVER) C) INV. (IN) 679.26 INV- (OUT) 678.74 101-6 STD EW -2 REQ'D U) INV. 679.0 101-6 TO 101-5 25 L.F. - 48" STORM SEWER PIPE REQ'D (2.2` COVER) INV. (IN) 679.00 INV. (OUT) 677.52 1015 1 STD DI -4A (L=4°) REQ"D H = 6.1' INV. 677.5 IS -1 INLET SHAPING REQ'D CONNECT MOD. UD -4 TO DROP INLET %dRVALL.1 mvr., vaullalrN. It * BRIAN A. McIPETERS LIC. No. 041405 Brian A McPeters 2015.12.03 16:33:28 -05'00' Kimley-Horn &Associates, Inc. Richmond, Virginia ROADWAY ENGINEER TO BE ,A CLEANED OUT 21 TO SR 789 -R ,%A CROZET-2 110 A V A = 35' 40' 57" LT. O�j 19* 05' 55" .00 TO BE ,A CLEANED OUT 21 TO SR 789 -R ,%A CROZET-2 PI = 15+13.17 A = 35' 40' 57" LT. D = 19* 05' 55" T = 96.56' L = 186.83' R = 300.00' PCC = 14+16.61 PT = 16+03.45 e = MATCH EXIST. V = 25 MPH NTS MOD. UD -3 REQ'D Z 4" HYDRAULIC CEMENT CONCRETE SIDEWALK w I V) Z 0 V) [Ellm 0) C14 LN 00 N 00 # SHEET REFERENCES CA -002 PROP, ALIGNMENT DATA CG -201 GRADING PLAN CR -101A CROZET AVE. PROFILE SHEET CR -101B Ilk CROZET AVE. PROFILE SHEET CR -103 WATERLINE PLAN & PROFILE CT -100 ROADWAY STRIPING & MARKING 0 20' 40' w I V) Z 0 V) [Ellm 0) C14 LN 00 N 00 DATE 11/20/15 PROJECT NO. 113038016 SMEET NUMBER OR -101 0 • < < 0 Ilk V)M M 0 Ln 'i A w3-1: Lij z z < V) < LLJ C) LLJ 0� = U) n In C) DATE 11/20/15 PROJECT NO. 113038016 SMEET NUMBER OR -101 0 • Ilk A DATE 11/20/15 PROJECT NO. 113038016 SMEET NUMBER OR -101 0 • DATE 11/20/15 PROJECT NO. 113038016 SMEET NUMBER OR -101 0 0 0 0 4= 0 LO O N 06 06 0 z ;IJ