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HomeMy WebLinkAboutWPO201500022 Plan - E&S 2016-03-09UTILITY CONTACT LIST V. D.O.T. MR. TROY AUSTIN 701 VDOT WAY CHARLOTTESVILLE, VA 22911 TEL: (434) 589-5871 TELEPHONE CENTURY LINK (FORMERLY EMBARQ, SPRINT/CENTEL) MS. THERESA BRYANT 2211 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22091 (434) 971-1371 COUNTY OF ALBEMARLL OFFICE OF FACILITIES DEVELOPMENT NN oil 40, 11 we" I H, - N -w i1mull �w All li-ij SIDEWALK PROJECT (UPC 102886) ALBEMARLE COUNTY, VA ELECTRIC DOMINION VIRGINIA POWER MR. MIKE CAMPBELL OR TROY GOODING 1719 HYDRAULIC ROAD CHARLOTTESVILLE, VA TEL: (434) 972-6801 OR (434) 972-6795 LUMOS NETWORKS (FORMERLY NTELOS) CARY BOWMAN 524 W. BROAD ST. WAYNESBORO, VA 22980 (540) 946-3129 PROJECT OWNER & CONSULTANT CLIENT CIVIL ENGINEER IIS SURVEYOR THOMAS D. LINCOLN LAND SURVEYOR, INC. THOMAS LINCOLN 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 (434) 974-1417 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 2007 ROAD AND BRIDGE SPECIFICATIONS, 2004—RQPD AND BRIDGE STANDARDS, 2009_MUTCD REVISIONS 1 & 2, 2011 VIRGINIA SUPPLEMENT TO THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL, ALL REVISIONS TO THE PREVIOUSLY STATED DOCUMENTS, 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 J_Q_U1_ _, EXCEPT WHERE OTHERWISE NOTED. THE ORIONAI. 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. Population ALBERMARLE, VA 98,9'70 (20/0 Census) November 20, 2015 WATER & SEWER ALBEMARLE COUNTY SERVICE AUTHORITY MICHAEL VIERIRA, P.E. 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 (434) 977-4511 ITn COMCAST CABLE (FORMERLY ADELPHIA) MR. WESLEY PARKER 324 WEST MAIN ST. CHARLOTTESVILLE, VA 22903 (434) 951-3725 MISS UTILITY OF VIRGINIA . �"? XA� CALL BEFORE YOU DIG 811 STATE t- LULKAL AIU SHEET PROJECT ROUTEI PROJECT NO. VA. 1///7 9999 - 002 - R45 / (SEE TABULATION BELOW FOR SECTION NUAfBERS) FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA STATE FARM BOULEVARD (SR 1117) SOUTH PANTOPS DRIVE (SR 1140) URBAN LOCAL ROAD GS -8 - DIVIDED - ROLLING URBAN LOCAL ROAD GS -8 - DIVIDED - ROLLING Fr: INT WITH PETER JEFFERSON PARKWAY Fr: INT WITH STATE FARM BOULEVARD (SR. 1117) To: INT OF RICHMOND ROAD (US 250) To: 0.49 MI E. OF RIVERBEND DRIVE (SR. 1116) PROJECT LOCATION MAP SCALE: 1" = 2000' STH BRIAN A. McPETERS LIC. No. 041405 'AL Brian A McPeters 2015.12.03 15:46:47 -05'00' Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER Copyright ADC The Map People INDEX OF SHEETS Permitted Use Number 20912196 CHESAPEAKE BAY PRESERVATION COMPLIANCE ACHIEVED BY PURCHASING 1.00 LBS PHOSPHORUS FROM [NAME OF BANK] ON XX/XX/XX. SHEET # ADT (2013) 6300 VPD ADT (2013) 5100 VPD DHV N/A DHV N/A D ('.) (design hour) N/A D ('.) (design hour) N/A T ('.) (design hour) N/A IT ('.) (design hour) N/A V (MPH) 35 MPH (POSTED SPEED LIMIT 35 MPH) I V (MPH) 35 MPH (POSTED SPEED LIMIT 35 MPH) PROJECT LOCATION MAP SCALE: 1" = 2000' STH BRIAN A. McPETERS LIC. No. 041405 'AL Brian A McPeters 2015.12.03 15:46:47 -05'00' Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER Copyright ADC The Map People INDEX OF SHEETS Permitted Use Number 20912196 CHESAPEAKE BAY PRESERVATION COMPLIANCE ACHIEVED BY PURCHASING 1.00 LBS PHOSPHORUS FROM [NAME OF BANK] ON XX/XX/XX. SHEET # DESCRIPTION CA -001 TITLE SHEET, LOCATION MAP & INDEX OF SHEETS CA -002 SIDEWALK KEY PLAN, SURVEY CONTROL DATA, ALIGNMENT DATA & SHEET LAYOUT LENGTH N�UDNG BROGE(S) LENGTH EXCLUD %G MEW CA -003 GENERAL NOTES CA -004 TYPICAL SECTIONS CE -500 E&S NOTES & DETAILS CG -100 PRE -DRAINAGE AREA MAP CG -101 POST-DRAINAGE AREA MAP CG -200 GRADING PLAN & E&S CONTROL - STA. 10+00 TO 15+50 STATE FARM BLVD. - PHASE 3 NOT IN CONTRACT CG -201 GRADING PLAN & E&S CONTROL - STA. 15+50 TO 21+00 STATE FARM BLVD. - PHASE 3 NOT IN CONTRACT CG -202 GRADING PLAN & E&S CONTROL - STA. 21+00 TO 26+50 STATE FARM BLVD. - PHASE 3 NOT IN CONTRACT CG -203 GRADING PLAN & E&S CONTROL - STA. 26+50 TO 32+00 STATE FARM BLVD, CG -204 GRADING PLAN & E&S CONTROL- STA. 32+00 TO 36+25.34 STATE FARM BLVD. CG -205 GRADING PLAN & E&S CONTROL -STA. 54+00 TO 61+50.91 SOUTH PANTOPS DR. CR -101 SIDEWALK PLAN - STA. 10+00 TO 15+50 STATE FARM BLVD. -PHASE 3 NOT IN CONTRACT CR -101A ROADWAY PROFILE -STA. 10+00 TO 15+50 STATE FARM BLVD. - PHASE 3 NOT IN CONTRACT CR -102 SIDEWALK PLAN - STA. 15+50 TO 21+00 STATE FARM BLVD. - PHASE 3 NOT IN CONTRACT CR -102A ROADWAY PROFILE - STA. 15+50 TO 21+00 STATE FARM BLVD. - PHASE 3 NOT IN CONTRACT CRA 03 SIDEWALK PLAN - STA_ 21+00 TO 26+50 STATE FARM BLVD. - PHASE 3 NOT IN CONTRACT CR -103A ROADWAY PROFILE - STA. 21+00 TO 26+50 STATE FARM BLVD. - PHASE 3 NOT IN CONTRACT CR -104 SIDEWALK PLAN - STA. 26+50 TO 32+00 STATE FARM BLVD. CR -104A ROADWAY PROFILE - STA. 26+50 TO 32+00 STATE FARM BLVD, CRA 05 SIDEWALK PLAN - STA. 32+00 TO 36+25.34 STATE FARM BLVD. CRA 05A ROADWAY PROFILE - STA. 32+00 TO 36+25.34 STATE FARM BLVD. CR -106 SIDEWALK PLAN - STA. 54+00 TO 61+50.91 SOUTH PANTOPS DR. - PHASE 2 ADDI11VE ALTERNATE 41 CRA 06A ROADWAY PROFILE - STA. 54+00 TO 61+50.91 SOUTH PANTOPS DR. - PHASE 2 ADDITIVE ALTERNATE #1 3076 0.58 ROW r. xF�IOPO IVT OF RROAD (US 250) $ C-501 102886 3076 STATE ADMINISTERED PROJECTS ALBEMARLE COUNTY WENDY E. THOMAS NAME OF LOCALITY EQUALITES LENGTH N�UDNG BROGE(S) LENGTH EXCLUD %G MEW BRD( TYPE 10/10/13 PROJECT SECTION PROJECT �• CTD �. DISTRICT ADMINISTRATOR (SIGNATURE) PROJECT PROJECT DESCRIPTION FEET FEET 1�.1ES FEET DIES N0. NO. PE -I1 102886 3076 0.58 3076 0.58 PRELF1 ENG 9: RV -202 102886 3076 0.58 3076 0.58 ROW r. xF�IOPO IVT OF RROAD (US 250) $ C-501 102886 3076 0.58 3076 0.58 CONSTRUCTION TO$ 0.41 M E. of RIV MMO DRW (SR. 111E3) Project Lengths are based on Construction Basellnes for State Form Blvd. and S. Pantops Dr. A.. ..w. ... �.. _. �. ... � r LEGEND EXISTING PROPOSED CONTOUR 2Q- SWALE / DITCH ;:.....,: .: WOODUNE f� 7� Y I (SEE SHRUB(S) Q O O ................. EDGE OF PAVEMENT CONCRETE CURB DRAINAGE AREA Al2 AREA IN ACRES 1.45 RUNOFF COEFFICIENT DRAINAGE AREA BOUNDARY POWER POLE (P/P) $ ANCHOR o mq.m.,.;,:...,,.,..>.... FENCE — x x— M....., RIGHT-OF-WAY UNE ------- µ .,., .. w.. ,...... PROPERTY UNE - - .....d,.....,,...a«.> PBC/ EDC BOUNDARY — — SIGN 4 LIGHT POLE AND FIXTURE STORM DRAIN PIPE - - =C= - - CATCH BASIN - - - - w. - - DROP INLET . .. STORM MANHOLE - - - - - -0 ..:....w....:.,. WATER MAIN w .......... m,,.. ..., BLOW OFF VALVE w— 0 w. .... ....... REDUCER a—w FIRE HYDRANT & VALVE -►�-a( RE -USE WATER nw SANITARY SEWER SAN— SANITARY FORCE MAIN SAN - SAN SEWER MANHOLE SM --0 w :.......... ......:. SAN SEWER CLEANOUT .................... ..................... ELECTRIC ........................................ TELEPHONE _....._., CAN ................ UNKNOWN :......._ :...... GAS SAN SEWER CALLOUT O1 DRAINAGE CALLOUT 1O OUTLET PROTECTION OP INLET PROTECTION O IP SILT FENCE CULVERT INLET PROTECTION COMBINATION CF CF FENCE TREE PROTECTION TP O CONSTRUCTION ENTRANCE gZ CE SILT FENCE SF SF SEDIMENT TRAP ST SEDIMENT BASIN SB DIVERSION DIKE —<---- DD BORING APPROVED by the A!b mi, ',e CO - Community DewdopmellDai.. h,enh Date _3- 9 - Z c� 1(� File 0 Z©f�" 001 TIER i 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 10/10/13 JACK KELSEY DATE JOHN D. LYNCH COUNTY TRANSPORTATION ENGINEER DISTRICT ADMINISTRATOR (SIGNATURE) JACK KELSEY, PE RECOMMENDED FOR APPROVAL FOR CONSTRUCTION 11/12/15 JACK KELSEY, PE DATE COUNTY TRANSPORTATION ENGINEER RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION 02/04/14 WENDY E. THOMAS DATE DISTRICT PLANNING AND INVESTMENT MANAGER 02/04/14 BRENT SPRINKEL DATE DISTRICT PROJECT DEVELOPMENT ENGINEER PROVED FOR RIGHT OF WAY ACQUISITION 02/04/14 JOHN D. LYNCH DATE DISTRICT ADMINISTRATOR RECOMMENDED FOR APPROVAL FOR CONSTRUCTION DATE DISTRICT PLANNING AND INVESTMENT MANAGER DATE DISTRICT PROJECT DEVELOPMENT ENGINEER APPROVED FOR CONSTRUCTION DATE DISTRICT ADMINISTRATOR l�Pl eykd a lllw 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 DATE I REMARKS E; 0 I Q U FILE NO. SHEET N0. TOTAL SHEETS Z 113038015 CA -001 42 !0 X M LLj I Q n , I`7 STATE FARM BLVD t STATE FARM BLVD Q. (cont.) '�INLTH p7, 0° � � �f� Horizontal Alignment Station and Curve Report.------------------------------------------------------------------------------- SOUTH PANTOPS DRIVE o Lj Alignment: STATE FARM BLVD PI 22+28.99 3897026.99356756 11498997.59484726 o BRIAN A o Desc: BAM 100710 Length: 509.51 Course: N 30-34-53.0000 E Horizontal Alignment Station and Curve Report. U Mc% -MRS 9 Desc. Station Spiral/Curve Data ------- Northing ------- Easting---- Delta: 33-58-46.0000 Alignment: SOUTH PANTOPS DRIVE Liic. No. 0414M w� Tangent Data ------------------- ------------------------ Desc. CAG 0080508 Sr 0 w ----- 18+25.41 3896853.63394984 11498633.14352242 pial/Curve Data Northing Easting �'��, -------------------------------------------------------------------------------------------------------------------------------- ` PI 10+00 3896433.44829578 .11497923.07026152 19+84.56 3896921.99905555 11498776.86645903 SIGNAL Length: 202.40 Course: N 57-52-33.0000 E Length: 159.15 Course: N 64-33-39.0000 E______________________________________________________________________________ ------------------------------------------------------------------------------- PI 50+00 3896433.44829578 11497923.07026152 Brian A McPeters ------------------------------------------------------------------------------- Circular Curve DataLength: 615.14 Course: N 35-21-43.0000 W 2 15.12.03 09:57:49 -05'00' Z PI 12+02.40 3896541.07567739 11498094.48235774 PC 19+84.56 3896921.99905555 11498776.86645903 0 Length: 526.27 Course: N 59-00-50.0000E CC 3897644.43254933 11498433.22442570______________________________________________________________________________ ICmley-Horn & Assocktw� Inc. in Delta: 1-08-17.0000 "` PT 24+59 3897237.42311075 11499121.95029055 PI 56+15 97567 06435875 mond, VIr InN a > -----------------------------------------------=-------------=--------- Delta: 33-58-46 0000 e• LEFT C 00 W 14 ROADWAY EN TYP • I Length: 177.95 nurse: N 26-21-14.00 Tangent Data Radius: 800.00 DOC: 07-09-43.1008 Delta: 9-00-29.0000 10+00 3896433.44829578 11497923.07026152 Length: 474.44 Tangent: 244.43 ------------------------------------------------------------------------------- 11 +77.07 3896527.60846960 11498073.03389097 Mid -Ord: 34.91 External: 36.51 Tangent Data Length: 177.07 Course: N 57-52-33.0000 E Chord: 467.52 Course: N 47-34-16.0000 E 50+00 3896433.44829578 11497923.07026152 --- Es: 36.51 --------------"'-"---'-----"-----"---------""'-------------"------- 55+12.74 3896851.59070613 11497626.32971296 , Circular Curve Data Length: 512.74 Course: N X35-21-43.0000 W PC 11+77.07 3896527.60846960 11498073.03389097 CC 3894368.01931283 11499429.01127791 PI 27+23.19 3897465.63446181 11499256.81407107 Circular Curve Data Z PT 12+27.72 3896554.11422971 11498116.19407268 Length: 904.10 Course: N 47-11-08.0000E PC 55+12.74 3896851.59070613 11497626.32971296 0 Delta: d1-09-17.0000 Type: RIGHT Delta: 16-36-15.0000 CC 3897603.95223944 11498686.49579579 FN o Radius: 2550.00 DOC: 02-14-48.8159-------------------------------------------------------------------------------N o PT 57+17.12 3897026.86381225 11497521.60569488 Length: 50.65 Tangent: 25.33 Tangent DataDelta: 09-00-29.0000 Type: RIGHT z > Mid -Ord: 0.13 External: 0.13 24+59 3897237.42311075 11499121.95029055 Radius: 1300.00 DOC: 04-24-26.5236n Chord: 50.65 Course: N 58-26-41.5000 E 25+84.56 3897346.29093315 11499186.28681911 Length: 204.39 Tangent: 102.40 o ,, Es: 0.13 Length: 126.46 Course: N 30-34-53.0000E Mid -Ord: 4.01 External: 4.03 Q -------------------------------------------------------------------------------v = Chord: 204.18 Course: N 30-51-28.5000 W ----------------.T--------------------- ------------------------------------=---- Circular Curve Data Es: 4.03 a Q PI 17+28.67 3896812.01540704 11498545.64948398 PC 25+84.56 3897346.29093315 11499186.28681911 0 Length: 500.47 Course: N 64-33-39.0000 E CC 3896862.96722482 11500004.14878361_______________________________________________________________________________ a Delta 5-32-49.0000 PT 28+59.87 3897559.84784914 11499358.50383827 PI 57+92.67 3897094.56097930 11497488.06840958 Z -------------=------------------------------------------------------------=---- Delta: 16-36-15.0000 Type: RIGHT Length: 154.00 Course: N 26-21-14.3645 W o � o Tangent Data Radius: 950.00 DOC: 06-01-52.084900 9 Delta: 0-00-00.3645 = 12+27.72,> 3896554.11422971 11498116.19407268 Length: 275.31 Tangent: 138.63---------------------________-___________-_________________------____________ W o 16+31.78 3896762.13446393 11498462.58805261 Mid -Ord: 9.96 External: 10.06 Tangent Data ® �_ to Length: 404.06 Course: N 59-00-50.0000 E Chord: 274.35 Course: N 38-53-00.5000 E 57+17.12 3897026.86381225 11497521.60569488 Y < ---------�il =--- ---------------------------------------------------L---- Es: 10co .06 57+92.67 3897094.56097930 11497488.06840958 "' o Circular Curve Data Length: 75.55 Course: N 26-21-14.0000 W ® N o PC 16+31.78 3896762.13446393 11498462.58805261------------------------------------------------------------------------------- J W CC 3895047.55021541 11499492.24860574 PI 36+25.34 3898080.08136105 11499920.02090301 ------_ 0 30 T 1°$+25.41 3896853.63394984 11498633.14352242-------------------------------------------------------------------------------oo a Delta: 05-32-49.0000 Type: RIGHT Tangent Data PI 59+46.67 3897232.55236331 11497419.70695262 YP 9 Length: 154.00 Course: N 04-33-43.8274 W Radius: 2000.00 DOC: 02-51-53.2403 28+59.87 3897559.84784914 11499358.50383827 ---------- Delta:- 21-47-30.5371 the 193.62 Tangent: 96.89 36+25.34 3898080.08136105 11499920.02090301 ---------------------------------------------------------------- p) Mid- d: 2.34 External: 2.35 Length: 765.47 Course: N 47-11-08.0000 E Circular Curve Data C rd: 193.55 Course: N 61-47-14.5000E PC 57+92.67 3897094.56097930 11497488.06840958 �O. Es: 2.35 CC 3897449 69358573 11498204 92322881 POINT# PT 60+96.94 NORTHING 3897386.0609058011497407.45794301 : Delta: 21-47-30.5371 Type: GHT 11499374.000 Radius: 800.00 DOC: 07-09-43.1 08 O -1294 Length: Mid -Ord: 304.27 14.42 Tangent: 154.00 External: 14.69 :> Chord: 302.44 N 15 27 W Course: - -29.0959 ::.::...... O Es 14.69 11497507.1070 (O 1294 T-1294 3897329.79400 21.497447.24500 ----------------------------------------------------------------------------- 1443 T-1443 -'SURVEY CONTROL DATA PI 60+96.94 480.76800 3897386.06090580 11497407.45794301 Afno') Length: 53.96 Course: N 04-33-44.0000 W POINT# DESCRIPTION NORTHING FASTING ELEVATION 2 GPS -2 3897544.48" 11499374.000 527.05700 3 GPS -3 3896846.79900 1249800.1590 51.250000 4 GPS -4 3896494.6180 11497920.5360 452.88100 5 GPS -5 3896976.210 11497507.1070 425.7780 1294 T-1294 3897329.79400 21.497447.24500 399.31900 1443 T-1443 3896665.5200 11498334.9700 480.76800 1984 T-1984 3897787.7020 11499648.1620 530.4670 2390 T-2390 3898027.9130 11499913.23200 520.98700 Delta: 0-00-00.1726 ------------------------------------------------------------------------------- PI 61+50.91 3897439.85387005 11497403.16555980 ---= -------------------------------------------------------------------------- Tangent Data >60+96.94 3897386.06090580 11497407.45794301 61 +50.91 3897439.85387005 11497403.16555980 Length: 53.96 Course: N 04-33-44.0000 W U1 : U__ 0 rJ I ............. 1300. ......... . SFB-2 ..... .. ............ .. PRM1 S1 GPS -3 PT PC ON -TRACT NOTES: '%% % 03 1. HORIZONTAL DATUM - VA NORTH NAD 83 2. VERTICAL DATUM - NAVD 88 0Ld c Lb _ c� m Q N CDCD /1 m N 0 U m Z �- Q CU M LL m 0 jr w VZ O QW m 0 So Z�_o W O V- Z C C U�Ua J (D U L) LLI (n O im U .J c Lb _ Q N CDCD /1 m N Q CU > LL 0 jr w VZ O So Z�_o O V- L CU C C U�Ua DATE 11/20/15 PROJECT NO. 113038015 SHEET NUMBER CA -002 L �i to w� r7 0 0 T, N3 0 4 r_- �J rr ) ca M u vi 0 u 37 C-) I G? Cr C GENERAL Y hTHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALBEMARLE COUNTY, COMMONWEALTH OF VIRGINIA, AND VDOT BEFORE BEGINNING CONSTRUCTION. 2. THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. J. THE LOCATION OF EXISTING SEWER, WATER, OR GAS LINES, CONDUITS, OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE 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 c 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 T.a 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. C: .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. C 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 c 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. i~ 8. IN CASE OF EMERGENCIES UTILITY BREAKAGE/CONFLICT CONTACT.- UTILITY ONTACT:UTILITY TELEPHONE NUMBERS : r .t m ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 1-888-252-3468 DOMINION POWER 1-866-366-4357 C 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. 0 Fa IO.WHERE PROPOSED ENTRANCES AND CURB TIE INTO EXISTING, ELEVATIONS & ALIGNMENTS SHALL BE MATCHED. r ll. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING MATCHING MATERIALS AT NO EXPENSE TO THE s COUNTY, ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, INCLUDING UTILITY LOCATION MARKS & TRAFFIC LOOPS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION. ALL ASPHALT & CONCRETE SHALL BE SAW CUT. a; 12 CONTRACTOR SHALL PLACE CONSTRUCTION FENCE AROUND CONSTRUCTION LIMITS OF AREAS OF THE PROJECT CURRENTLY UNDER CONSTRUCTION. PAVEMENT ,,P-2 The pavement materials weight will vary in accordance with the specific gravity of the aggregates and the asphaltic content of the mix actually used to secure the design depth. The weight of the asphalt concrete is based on 95Y `Y of the theoretical maximum density. Ci d GRADING t-1 The grade line denotes top of finished pavement unless shown otherwise h on typical sections or plans. - of removal of all existing concrete items located in the area to be 4 e cost -� The 9 graded shall be included in the total lump sum bid. .C-5 If, 9 Burin construction, it is deemed necessary to undercutby more than 4 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. m . G-6 The borrow material for this project shall be a minimum CBR 1n ----- or as approved by the Materials Engineer. c U t EROSION AND SEDIMENT CONTROL (ESC) E-2 Rock for Check Dams, Inlet Protection, Erosion Control Stone and Riprap shall be in accordance with Section 203 and Section 414 of the applicable VDOT Road and Bridge Specifications. Gi N 4: -cf c a L' c c v 3 3: .r i C C. F c r m M GENERAL NOTES DRAINAGE Q 0 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. EROSION AND SEDIMENT CONTROL (ESC) C O N T' D D-2 The horizontal location and invert elevations shown for proposed culverts E-3 The following symbols are used to depict Erosion Control items in the and storm sewer outfall pipes are based on existing survey data and plan assembly= required design criteria. If during construction, it is found that the horizontal location or invert elevations shown on the plans differ significantly Z from the horizontal location or elevations of the stream or swale in o EL \) Denotes Protec.ti ve Covering, St'd. EC -2 which the culvert or storm sewer outfall pipe is to be placed, the A Denotes Soil Stabilization Mat. St'd. EC -3 Type A, E or C Contractor shall confer with, and get approval from, the applicable Ld Drainage Designer before installing the culvert or storm sewer outfall pipe. (Ec 1 ;Ec-��) 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 O Denotes Ternporary 'gilt Once, St'd ECO purposes and are based on the proposed invert elevations shown for DD Denotes Ternpc>rary Diversion Channel, St'd EC -1`' the structure and the anticipated top (rim) elevation based on existing 0 or ppe determined Y roposed finished rade. The actual "H" or "L.F. " dimensions are Denotes TemE_�orary Diversion Coil<e, St'd E�::� to bdetined b he contractor from field conditions. o O i= - • z (P1 j Den.�tes Rock. r;,hecb'. Dam, Type : O'd EC - D-6 Pipes shall conform to any of the allowable types shown on sheet number (2), within the applicable height of cover limitations. V) For strength, sheet thickness, or class designation; available sizes; heightQ 0) ® rico-2) Denotes Pool Check Dan-, Type !I; 'St'd EC -4 of cover limitations;and other restrictions for a particular pipe type or >„ �P -a) Denotes Inlet Pr.=>tection, Type A: St'd EC -6 height of cover, see the VDOT Roadan ri qe Standard -1. Structural W Z , plate pipe may be substituted for corrugated pipe of the same size, Q P E Denotes nlet F'r otection, T E St'd EC -6 provided the substitution complies with the applicable sections of the o 0 Type VDOT Road and Bridge Standards PC -1. N X aoU_ D-8 Where open joint pipe is to be used, no joint shall be opened a Q W distance exceeding 251. of the spigot length. Sealing of the pipe joint shall be in accordance with Section 302 of the applicable VDOT Road oN M and Bridge Specifications. > CO M J 1� D-12 All existing drainage facilities labeled "To Be Abandoned" shall be left in ® Y place, backfilled and plugged in accordance with the VDOT Road and [=- LO E) C,4 Bridge Standard PP -1. ® N o D-13 Existing drainage facilities being utilized as a part of the drainage system, 3 0 = °;:.;". » and designated on the plans To Be Cleaned Out shall be cleaned as o 0 Y the Engineer. The cost incidental to this shall be included in I-4 All trees located within the limits of the right of way or construction directed b En 9 easement, unless otherwise noted on plans or directed by the Engineer, the lump sum bid price. shall be removed, as provided for a Section 301 of the applicable VDOT D-16 When CG -6 or CG -7 is specified on a radius (such as at a street inter - Road and Bridge Specifications. section), the Engineer may approve a decrease in the cross slope of the r... . gutter to facilitate proper drainage. : GENERAL CONSTRUCTION NOTES se by .:.:. :. ,;:.,:, ;,::..; rr; 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 pans, pavement marking plan sheet 70) TO 7(2) and as directed by the Engineer. Thesigning and marking shall be considered preliminary until approved by VDOT TE staff in the field. 1-19 The following sources, under contract with Albemarle County, have provided information on this project: Hydraulic Design - Kiimley-Horn and Associates, Inc. Roadway Design - Kimley-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. ALLOWABLE TYPE OF PIPE CULVERT ( UNLESS OTHERWISE SHOWN ON PLANS ) f SEE ROAD AND DOGE STANDARD PC -1 POR HEIGHT OF DOVER UMITArMS FOR EACH TYPE l SEE ROAD AND BRIDGE STANDARD PC/ FOR HEIGHT OF COVER LIMITATIONS FOR EACH TYPE 1 ARE TO BE FERTILIZED, SEEDED AND MULCHED. 04 �W ^ ; :2OF Q ,f 5. :; ` a': W 0° LOCATAOMI W y� tu- jW �► ........... .:..y... :...... :... ...:...:...::...; .:�. .. .... : W I`n :. ; + _ W _ WSis j� R W W STANDARDS OF VDOT UNLESS OTHERWISE NOTED. a ALLOWABLE TYPE OF PIPE CULVERT ( UNLESS OTHERWISE SHOWN ON PLANS ) f SEE ROAD AND DOGE STANDARD PC -1 POR HEIGHT OF DOVER UMITArMS FOR EACH TYPE l SEE ROAD AND BRIDGE STANDARD PC/ FOR HEIGHT OF COVER LIMITATIONS FOR EACH TYPE 1 ARE TO BE FERTILIZED, SEEDED AND MULCHED. 04 �W � :2OF Q GOVERN. 5. W W W 0° LOCATAOMI W y� tu- jW �► p�ii W I`n W WW oo ��II W @ _ W _ WSis j� R W W STANDARDS OF VDOT UNLESS OTHERWISE NOTED. a W21 ti NW iz h W� CL N p �� V Vf 3. EROSION AND SILTATION CONTROL MEASURES SHALL LOCATION W Q QQuju R HE O�V W W� W V X. W Zt �W W �W W All materials and construction shall comply with the current edition of the general Q Q Q WQ Nj N%§Zi water & sewer construction specifications, as adopted by the ACSA. 6 ROUTE 1117 ✓ V ✓ RV jai stn ✓ ✓ ✓ ✓ ✓ ROUTE 1140 ✓ ✓ ✓ 3 o ✓ ✓ ✓ ✓ ✓ ALLOWABLE TYPIE OF PIPE CULVERT ( UNLESS OTHERWISE SHOWN ON PLANS ) l SEE ROAD AND BRIDGE STANDARD PC/ FOR HEIGHT OF COVER LIMITATIONS FOR EACH TYPE 1 ARE TO BE FERTILIZED, SEEDED AND MULCHED. W z N Of :2OF Q GOVERN. 5. THE MAXIMUM ALLOWABLE SLOPE IS W W 0° LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. M O W 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND j j� a o STANDARDS OF VDOT UNLESS OTHERWISE NOTED. a OIWi! Q� ti NW iz h W� W� CL N �� � j W o C 3. EROSION AND SILTATION CONTROL MEASURES SHALL LOCATION W Q QQuju X401 O� O�V W W� W V X. W Zt �W W �W W All materials and construction shall comply with the current edition of the general Q Q Q WQ Nj N%§Zi water & sewer construction specifications, as adopted by the ACSA. 6 CS, V Pi RV jai stn c�a�3 �� �� R�� S8 8it ROUTE 1117 ✓ z 3 o ✓ ✓ ✓ ✓ ✓ ROUTE 1140 All water and sewer pipes shall have a minimum of three (3) feet of cover measured IT— CU from the top of pipe over the centerline of pipe. This includes all fire hydrant lines, U a service laterals, and water lines, etc. 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 THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. W z 0m a Of :2OF Q GOVERN. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLE OBTAINABLE, W 0° LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. M r 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE Q m o STANDARDS OF VDOT UNLESS OTHERWISE NOTED. a N < W N UJ Uf U 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED as necessary. CONTROL DEVICES. EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. Z 8. ALL EXCAVATION FOR UNDERGROUND 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. cfl Wr (1) 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLE OBTAINABLE, W LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. Oz 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE Q COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE necessarily shown on the plans, and where shown, are only approximately correct. CHANNEL. The contractor shall, on his own initiative, locate all underground lines and structures Q 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC as necessary. CONTROL DEVICES. CV Z 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR W All materials and construction shall comply with the current edition of the general THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). > ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER & SERVICE CONDITIONS 1. inspection b Albemarle Count Service Author' shall b subject to it (ACSA) Work e P Y Y 1 Y Inspectors. The contractor will be responsiblenotifying proper for notif in the ro er ACSA Officials cfl Wr at the start of the work.J o 2. The location of existing utilities across the line of the proposed work are not Q N N ti 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 W Nco as necessary. m CV J Q cu 3. All materials and construction shall comply with the current edition of the general Q cu 0 > U- water & sewer construction specifications, as adopted by the ACSA. 6 CS, O CD - 'T 4. Datum for all elevations shown is NAVD88. c > � 5. The contractor shall be responsible for notifying MISS UTILITY (1-800-552-7001). z 3 o 6. All water and sewer pipes shall have a minimum of three (3) feet of cover measured IT— CU from the top of pipe over the centerline of pipe. This includes all fire hydrant lines, U a 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 watermain shut down with the ACSA. 10. All fire hydrants to be relocated or removed shall be removed, plugged and a rod DATE shall be installed to the valve. 11/20/15 11. All water meters to be abandoned must be disconnected to the Corp. stop. PROJECT NO. 113038015 12. ACSA sewer or water lines abandoned in-place shall be plugged and backfilled SHEET NUMBER with flowable fill. CA -003 13. All ductile iron pipe shall be wrapped in polyethylene encasement. PRIVATE AND COMMERCIAL ENTRANCES TYPE l TYPE IV Crusher Run Aggr. Asphalt Commercial 00 0 0 0 0 0 shAsphalt Conc. Type 6' Crusher Run Aggr. or 26 SM -9.5A or SM -9.5D @ 165 Lbs. per S. Y. 4' Asphalt Conc. Base Course BM -25.0 6' Aggr. Base Mat'l, Ty. ! NOT TO SCALE No. 2IA or 21'B TYPE 111 Asphalt a00000 0 Asplblt Conc. Type SM -93A or SM -9.5D @ 220 Lbs. per S. Y. 4' Aggr. Base Mel. Ty. I No. 2IA or 21B The type of entrance i'I , 11 , IV) to be constructed will be determined by the existing condition at the time of construction. 3:1 SEE INSET E TYPICAL SECTIONS STATE FARM BLVD. V 1.5 FLEXIBLE PAVE. PLANING & VAR. DEPTH OVERLAY (TYP. 1.5") .--1 SEE INSET A +7 PROPOSED GRADE LINE NOT TO SCALE MATCH I MATCH TRENCH WIDENING 2.00 EXIST. E------------ XIST. PER VDOT SPECIAL PROVISION VARIES* 1' SAW CUT 1 '5' 6' MAX. &OVERLAP 2.5' 10' 12' i EXIST. fes_ VARIES 12' 0' TO 12' VARIES 12' TO 24' * NOTE: SIDEWALK HORIZ. LOCATION, ALIGNMENT AND , 1 SAW CUT OFFSET VARIES TO STAY WITHIN THE EXISTING R/W. STA. 10+64.02 TO 30+16.55 & OVERLAP VA IES SEE CROSS SECTIONS FOR EXACT LOCATION. 13'- N OTE: 3'NOTE: MILL & OVERLAY OF LANES ON STATE FARM BLVD. VARIES. SEE PLAN FOR LIMITS AND NUMBER OF LANES. THE STA. 22+25 TO 24+59 MILLING AND OVERLAY LIMITS SHALL ENCOMPASS THE EXISTING PAVEMENT MARKING WHEN ONLY ONE LANE IS SHOWN FOR MILL & OVERLAY. 1.5" FLEXIBLE PAVE. PLANING & VAR. DEPTH OVERLAY (TYP. 1.5") STATE FARM BLVD. STATE FARM BLVD. SOUTH PANTOPS DRIVE PROPOSED GRADE LINE R 1.5 FLEXIBLE PAVE. PLANING VAR. DEPTH OVERLAY (TYP. 1.5") SEE INSET B MATCH EXIST. 2.00% STA. 56+28.54 TO 61+05.43 SEE INSET E SEE INSET E (D 1.5" ASPHALT CONCRETE SURFACE COURSESTA. 30+16.55 TO 33+32.28 TYPE SM -9.5A Q 165 LBS/Sy 0 2" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE IM -19.01) © 220 LBS/Sy (D3" ASPHALT CONCRETE BASE COURSE TYPE BM -25.0 O 8" AGGREGATE BASE COURSE, EXPANSION JOINT REQ'D. STD. CG -2 REQ'D- (D EQ'D- SEE INSET C PROPOSED GRADE LINE I SEE INSET A 2% MATCH EXIST. 1' SAW CUT 10' &OVERLAP X4.5' 12' 12' 12' STA. 33+32.28 TO 34+33.59 * NOTE: SEE CROSS SECTIONS FOR SLOPE INSET A NTS INSET B NTS 4:1 rT105 ES 1, , 3' VARIES 12' TO 24' 1 'SAW CUT & OVERLAP 1' - 5'- 2.50' } p,LTH opGf m w BRIAN A. �' o McPETERS a LIC. No. 041405 n. �ssIpNAL E��~ TYPE I, N0. 21 B N 'Co' M N 0) M QU Z � M rian A McPeters 015.11.20 09:57:17 -05'00' N Ldo� O STD. CG -6 REQ'D. 113038015 U x = o UU CV V) of X N Z Q O Q VDOT STD. UD -3 READ. N Kimley-Horn & Associates, Inc. STD. CG -2 REQ'D. Z m BASELINE STA. RANGE Z WN N © > ROADWAY ENGINEER jI M STATE FARM 10+62.50 TO 20+50 0 0 Jemm ® w STATE FARM 33+51.27 TO 35+50 O STD. UD -4 REQ'D. - 0 3 N U S. PANTOPS 56+75.00 TO 61+00.00 O MOD. UD -4 REQ'D. - SEE DETAIL ON SHEET CR -501 Oa O O8" ASPHALT CONCRETE BASE COURSE L CU U of TYPE BM -25.0 N n fn U NOTE: 4" AGGREGATE BASE COURSE, EG 10 TYPE I, 21 B 1. SEE PLAN SHEETS FOR TAPERS AND TRANSITIONS. 2. TIE UNDERDRAINS TO PROPOSED INLETS UNLESS OTHERWISE NOTED. 3. ALL WIDENING SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STD. WP -1. 11 4" HYDRAULIC CEMENT CONCRETE SIDEWALK 4. SEE CROSS SECTIONS FOR DEPTH OF OVERLAY, WHICH VARIES THROUGHOUT. INSET A NTS INSET B NTS 4:1 rT105 ES 1, , 3' VARIES 12' TO 24' 1 'SAW CUT & OVERLAP 1' - 5'- 2.50' } p,LTH opGf m w BRIAN A. �' o McPETERS a LIC. No. 041405 n. �ssIpNAL E��~ 0 N 'Co' M N 0) M QU Z � M rian A McPeters 015.11.20 09:57:17 -05'00' N Ldo� ® Q 0 113038015 U x = o UU CV V) of X N Z Q O Q C414 ,- O N Kimley-Horn & Associates, Inc. Richmond, Virginia Z m Q H U) Z WN N m > ROADWAY ENGINEER jI M W 0 0 Jemm ® w INSET E STATE FARM BLVD. 1.5 LEXIBLE PAVE. PLANING & VAR. DEPTH OVERLAY (TYP. 1.5") MATCH PROPOSED GRADE LINE EXIST. 1' SAW C & VARIES 0 -12 12' 2.5' -I---I NOTE: TRANS. CG -2 TO CG -6 FROM STA. 34+33.59 TO STA. 34+75 STA. 34+33.59 TO 36+12.70 INSET C NTS 12' INSET D NTS pw I- U W Cn J U_ W 0 N 'Co' M N 0) M QU Z � M 11/20/15 u' N Ldo� ® Q 0 113038015 U x = W UU CV V) of X N Z Q O Q C414 ,- O 0 N M Z m Q H U) Z WN N m O Co Co jI M W 0 0 Jemm ® � _ �> -1 o LO So - 0 3 N U J Uj U Z O= u -� O z Oa O pw I- U W Cn J U_ W \/ C E� QU o 11/20/15 u' N N Cn Q ODM 113038015 O W CV Z } C414 z M X cu m coU- U) m W 0 ,1- Y) O (D _ �> W L z N 00 J .-� z U O 0 L CU U of a N n fn U pw I- U W Cn J U_ W E� Ln o 11/20/15 u' N N Cn PROJECT NO. 113038015 W CV C0 C414 z X cu coU- om'_ O U- 6 W ,1- Y) O (D _ �> L CA N 00 .-� z U O 0 L CU U U a a E� DATE 11/20/15 u' PROJECT NO. 113038015 SHEET NUMBER CA -004 z i........................:....... n�:3,,........... .. . . . ........ CE : - i ..„...,..K._ a>:............._.:.._.-...-. •r•A'. E:k'E'- '.; f 5+i:;;i; a; ir<k:t1:. PLA.N. F::''. P:....: I .. . SECTION A --A A e+I"•:3t3:. ,' 'WAM F. 'AP 0 !` .'HW:J:vac PAi/E© WASH RACK WA -4 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT 2. EXCAVATE A 4 4' TRENCH 1. SET THE STAKES �e 11AX OF ST� ALONG THE LINE Iii In r? . M FLOW STAPLE SR MATERIAL To TAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SHEET FLOW INSTALLATION DRAINAGEINAY INSTALLATION FRONT ELEVATION ROCK CHECK DAM CD o ArDi. c nu T FCR nP nRATNA2F AREA: BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET ---� o 7 - WATER l"`===HILI 1��I.����► _��:� -_ ilaM -- 71" -. 7- . •i0.\ . • GRAVEL SHALL BE VOOT /3, /357 OR /5 COARSE AGGREGATE PIPE OUTLET CONDITIONS A - A N SOURCE: VA. DSWC PLATE. 3.20-2 3. ("MCLOM n ..L) (DOWNSPREAM VIE1n CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A ex C y STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. MapF OW 4- 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT FENCE AND EXTEND R INTO THE TRENCH. THE EXCAVATED SOIL EXTENSION OF FABRIC AND YAW INTO THE TRENCH FILTER FABRIC SILT FENCE CULVERT INLET PROTECTION Cr AU cu.Mr Reorru aarn� 'asrAKEarMPA" FAM X mom MARV00119ff r- mer * OPTIONAL STONE COMBINA TION 20 ,�. Q / aA 02M N 4t, �s,a. Nva wMac" err nor a oeicnm Rates seedina Dotes Lime and Fertilizer Seedin mcedure MulchIng Maintenance -SeedFnq Rye- 3 SU/AC or p,LTHpGENERAL MINIMUM STANDARDS NOTES FOR E&S CONTROL PLANSFOR 1.5 to 2 tons EROSION AND SEDIMENT CONTROLMS-1 Itheat-2 BU/AC or Aug. 1 - Dec 15 limestone or equivalent An area that has reached final grade must receive temporary or permanent soil stabilization SECTION (CO) ERSY seven days. Areas not at final grade that will remain dormant longer than 30 days must THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE 2 inch (depending on seed mixture). IC. No. 041405within tem orar soil stabilization within seven da s. Areas that will be dormant Ion er than ane P Y Y 9 COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TOhave WN PLAW It" AW 30-4&W ear must have ermanent soil stabilization THE FINAL INSPECTION. immediatel upon installation. RM 8 fivehm PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN N SOURCE: VA. DSWC PLATE. 3.20-2 3. ("MCLOM n ..L) (DOWNSPREAM VIE1n CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A ex C y STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. MapF OW 4- 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT FENCE AND EXTEND R INTO THE TRENCH. THE EXCAVATED SOIL EXTENSION OF FABRIC AND YAW INTO THE TRENCH FILTER FABRIC SILT FENCE CULVERT INLET PROTECTION Cr AU cu.Mr Reorru aarn� 'asrAKEarMPA" FAM X mom MARV00119ff r- mer * OPTIONAL STONE COMBINA TION 20 ,�. Q / aA 02M N 4t, �s,a. Nva wMac" err nor a oeicnm U00 MISC. NOTES VDOT ft COAAMACGMMTE 1. A VDOT land use permit is required for this project prior to issuance of a land disturbance permit. CLASS I RIPRAP SOURCE: VA. DSWC PLATE. 3.20-1 SEEDING TEMPORARY Rates seedina Dotes Lime and Fertilizer Seedin mcedure MulchIng Maintenance -SeedFnq Rye- 3 SU/AC or p,LTHpGENERAL MINIMUM STANDARDS NOTES FOR E&S CONTROL PLANSFOR 1.5 to 2 tons EROSION AND SEDIMENT CONTROLMS-1 Itheat-2 BU/AC or Aug. 1 - Dec 15 limestone or equivalent An area that has reached final grade must receive temporary or permanent soil stabilization 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TOMPE (CO) ERSY seven days. Areas not at final grade that will remain dormant longer than 30 days must THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE 2 inch (depending on seed mixture). IC. No. 041405within tem orar soil stabilization within seven da s. Areas that will be dormant Ion er than ane P Y Y 9 COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TOhave Far icer. 1000 LBS ear must have ermanent soil stabilization THE FINAL INSPECTION. immediatel upon installation. Spring Oats - 3 BU/AC or U00 MISC. NOTES VDOT ft COAAMACGMMTE 1. A VDOT land use permit is required for this project prior to issuance of a land disturbance permit. CLASS I RIPRAP SOURCE: VA. DSWC PLATE. 3.20-1 SEEDING TEMPORARY Rates seedina Dotes Lime and Fertilizer Seedin mcedure MulchIng Maintenance -SeedFnq Rye- 3 SU/AC or ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED Ume 1 ton agricultural Broadcast! or &111 seed uniformly and 1.5 to 2 tons PRIOR TO OR AS THE FIRST STEP IN CLEARING. Itheat-2 BU/AC or Aug. 1 - Dec 15 limestone or equivalent cow to a depth of 1/4' to approx small groin straw upslope land disturbance takes place. Rye - 20-30 LBS/AC A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL Per acre. 2 inch (depending on seed mixture). per ode immediately after BE MAINTAINED ON THE SITE AT ALL TIMES. MS -5 Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions Far icer. 1000 LBS Except where o groin dr#/ Is used, seed seeding. immediatel upon installation. Spring Oats - 3 BU/AC or PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN 10-10-10 or equivalent should bei covered and the seedbed formed Z INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE Spring Oats - (1.5 BU/AC Ubran lands per acre. by the use of corrugated agricultural MS -7 Cut and fill slopes must be designed and constructed in a manner that will minimize erosion. plus Korean Lespedeza SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND CALCULATIONS: See the project's drainage computations entitled 'State Farm Boulevard an calf4 ockeer. Seeding implements should South Pantops Drive Sidewalk Project, Drainage Narrative' dated March 30, 2015 for all APPROVAL BY THE PLAN APPROVING AUTHORITY. -20 LBS/Ac) or Feb. 1 - May 1 be used at right angles to the general L Lespedeza Sudangrass -30-40 LBS/AC or THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL MS -8 slope to nmkrknTze erosion. EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION ANDSEDIMENTATION Millet - 30-40 LBS/AC or temporary or permanent channel, flume, or slope drain structure. W AS DETERMINED BY THE PLAN APPROVING AUTHORITY. MS -9 Whenever water seeps from a slope face, adequate drainage or other protection must be Sorghum Cross -30-40 LBS/AC U�UIL provided. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL SEM/ PERMANENT AND PERMANENT Seedfna 7Fates Seedfna Dotes Lime and Fertilizer Seedfng procedure Mulching Maintenance (RA 7E PER ACRE WITHOUT 7URF REQUIREMENT) SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. MS -11 Before newly constructed storm water conveyance systems are made operational, adequate 40-70 LBS Tall fescue (KY -31) Fall dates: Lkne: 2 tons ground Seeding may be a hydroseeder or conven- 1 to 2 tons straw Irrigate, repair 2 LBS Ladino Au¢ 1 - Nov. 1 limestone or equivalent tkxnal methods. 107th conventional per are or replace and reseed as 8 LBS Red clover Spring dates: per acre. seed/ng o aultipocker should be used 1000 LBS wood necessary to Nmnty or Feb. 1 - May 15 before and after seeding. This 1s fibers per acre establish healthy 20-40 LBS Toll fescue (KY -31) accomplished with a seeder-cu/toacker or 44560 SF .kite gross. 25 LBS Sercea Lepedeza for FertAizer: 1000 LBS combinatk a. mat per acre siring seeding 10-20-10 r equivalent IMMEDIATELY. or When a live watercourse must be crossed by construction vehicles more than twice in any six- 10 per axe. Prepare ground and grade to permit use Mulch immediately ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. of conventional equiament for lining after seeding /s MS -14 All applicable federal, state, and local regulations related to working in or crossing live fertilizing, cultivating and seeding. complete. Apply (RATE PER 1000 SF WITH 7URF REOU/REMENT) BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH,AND OTHER DEBRIS. of o uniform rote completely covering 8-10 LBS Toll fescue (KY -31) Feb' -Mar Sept-Ort seed to of seeded. area.Tea. 2 LBS Common Bermuda (huNed seed) Spring ZONING ORDINANCE SECTION 5.1.28. 7 LBS Common Bermuda (unhulled seed) Fall MS -15 The bed and banks of a watercourse shall be stabilized immediately after work in the 13. Tufcote (Bermuda) Ma: - Aprk ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE sod plugs on 1' centers MS -16 Underground utility lines shall be installed in accordance with the following standards in additions Top soilkig h required for semi permanent and permanent seeding if - springs 7 BU broadcast I. Existing so# contains less than 25X fine grained materials (sift and 14. day). a. No more than 500 linear feet of trench may be opened atone time. 2- Existing so# porosity prevents adequate root penetration U-3 (Bermuda) Ma: - .Aly b. Excavated material shall be placed on the uphill side of trenches. I Existing soil contains concentrations of toxic elementm sod plugs on V centers Composition of topsoir sprigs 7 BU broadcast 1. J5x minimum of fine grained materials sedimenttrapping device, or both, and discharged so that it does not adversely affect 2. 1.5e5 minknum of organk materials Zoysia (meyers & emerald) Ma: - April flowing streams or off-site property. Topsail shall be placed at four (4) inch depth sod plugs on 1' centers d. Material used for backfilling trenches shall be properly compacted in carder to minimize sprigs 7 BLl broadcast ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF Y P SSI -NAL 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 measures. Temporary protection and permanent stabilization shall be applied to all on-site soil AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS Brian A McPeters stockpiles and borrow areas and soil intentionally transported from the project site. OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND 2015.12.09 08:13:46 -05'00' MS -3 Permanent vegetative saver shall be established an denuded areas not otherwise permanently VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL Kimley-Horn &Associates, ince stabilized. Permanent vegetation shall not be considered established until a ground cover is REGULATIONS. Richmond, Virginia ROADWAY ENGINEER EROSION AND SEDIMENT CONTROL NARRATIVE achieved that is uniform, mature enough to survive, and will inhibit erosion. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED MS -4 Sediment basins and traps, and perimeter ESC measures intended to trap sediment must be miles East of Riverbend Dr. (SR 1116). The project site is 2.24 acres with a disturbed area of 1.19 acres. PRIOR TO OR AS THE FIRST STEP IN CLEARING. Q constructed as a first step in any land -disturbing activity and shall be made functional before PROJECT DESCRIPTION: STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO Project construction will consist of the addition of sidewalk, curb and associated drainage upslope land disturbance takes place. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN EXISTING SITE CONDITIONS: The site contains an asphlat-paved roadway with open shoulder and ditch_ BE MAINTAINED ON THE SITE AT ALL TIMES. MS -5 Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions ADJACENT AREAS: This site is adjacent to residential properties, commercial businesses and city streets. Z a LU No wetlands are located within the project limits, but the Rlvanna River is just outside the project area. immediatel upon installation. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN MS -6 Sediment basin and trap design information. ** Z INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE STORMWATER RUNOFF CONSIDERATIONS: This project does results in relatively minor and Ubran lands negligible increases in stormwater run-off into adequate channels and ultimately into the BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A MS -7 Cut and fill slopes must be designed and constructed in a manner that will minimize erosion. 0 SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND CALCULATIONS: See the project's drainage computations entitled 'State Farm Boulevard an Slopes that are found to be eroding excessively within one year of permanent stabilization shall South Pantops Drive Sidewalk Project, Drainage Narrative' dated March 30, 2015 for all APPROVAL BY THE PLAN APPROVING AUTHORITY. required drainage computations. be provided with additional slope stabilizing measures until the problem is corrected. 'T L 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL MS -8 Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION ANDSEDIMENTATION V) temporary or permanent channel, flume, or slope drain structure. W AS DETERMINED BY THE PLAN APPROVING AUTHORITY. MS -9 Whenever water seeps from a slope face, adequate drainage or other protection must be I- U�UIL provided. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL U MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING MS -10 Inlet protection is required for all storm inlets that will be made operable during construction SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. MS -11 Before newly constructed storm water conveyance systems are made operational, adequate outlet protection and any required channel lining must be installed in bath the conveyance 8' channel and receiving channel. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING g_ DEVICE. MS -12 When work in a live watercourse is performed, precautions must be taken to minimize encroachment, control sediment transport, and stabilize the work area to the greatest extent THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER during construction. Non -erodible material shall be used for the construction of causeways and EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO cofferdams. Earthen fill may be used if armored by non -erodible cover materials. MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. MS -13 When a live watercourse must be crossed by construction vehicles more than twice in any six- 10 month period, a temporary vehicular stream crossing constructed of non -erodible material must ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. be provided. 11. MS -14 All applicable federal, state, and local regulations related to working in or crossing live ALL WATER MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL watercourses must be met. 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. MS -15 The bed and banks of a watercourse shall be stabilized immediately after work in the 13. watercourse is completed, ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE MS -16 Underground utility lines shall be installed in accordance with the following standards in additions CODE OF ALBEMARLE. to rather applicable criteria: 14. a. No more than 500 linear feet of trench may be opened atone time. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE b. Excavated material shall be placed on the uphill side of trenches. LIMITED TO THE HOURS OF 7:00 A.M. TO 9:00 P.M. c. Effluent from dewatering operations shall be filtered or passed through an approved 15. sedimenttrapping device, or both, and discharged so that it does not adversely affect BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS flowing streams or off-site property. LATERAIL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO d. Material used for backfilling trenches shall be properly compacted in carder to minimize ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF erosion and promote stabilization, SLIDES„ SINKING, OR COLLAPSE. e. Re-stabiization shall be accomplished in accordance with these regulations. 16. f, Complyuvith all applicable safety regulations. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO MS -17 Construction entrances are required at all access points to the construction site. Where sediment PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and OR OTHER PORTION OF PROPERTY. 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 17- TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO larger land -disturbing activities. BE AT 75 LBS/ACRE, AND IN MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A MS -18 All temporary erosion and sediment control measures shall be removed within 30 days after final 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO site stabilization or after the temporary measures are rio longer needed, unless othemise CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. authorized by the local program authori#y. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures must be permanently stabilized to prevent STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO further erosion and sedimentation. APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. ills -19 Adequate outfall Information " 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. th deal with the design d aspects of the plan. lHand oo information, please consult the est a and MS -19 latest edition of the Virginia Erosion and Sediment Control Handbook. Also, refer to the sediment AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/ 1000SF INCORPORATED INTO basin1trap design tables and the adequate outfall table located on the "Erosion and Sediment Control - THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND Standard Details"Calcs."sheet' CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 Any variance to the above listed minimum standards mus' be requested and approved in writing. 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 EROSION AND SEDIMENT CONTROL NARRATIVE INSPECTOR. SITE LOCATION: This project is located along State Farm Boulevard in Albemarle County, 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AFTER EACH RAINFALL. ANY between Peter Jefferson Parkway and the intersection with Richmond Road (US 250) and 0.49 DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT miles East of Riverbend Dr. (SR 1116). The project site is 2.24 acres with a disturbed area of 1.19 acres. TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH Q SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD PROJECT DESCRIPTION: STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO Project construction will consist of the addition of sidewalk, curb and associated drainage HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. improvements. U = OU 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN EXISTING SITE CONDITIONS: The site contains an asphlat-paved roadway with open shoulder and ditch_ 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT Site topography consists of flat to slopes. TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. ADJACENT AREAS: This site is adjacent to residential properties, commercial businesses and city streets. Z a LU No wetlands are located within the project limits, but the Rlvanna River is just outside the project area. Z O_ V N OFF-SITE AREAS: There will be no off-site grading on this project. Excess soil, existing pavement, existing concrete items and soil will be disposed of at a location determined by the Contractor PERMANENT STABILIZATION All disturbed areas will be stabilized with paving (asphalt P g P during construction. The SWP3 will be updated once the off-site disposal location is accepted by the County. or concrete) or landscaping with mulch. SOILS: The project corridor consists of the following soils: Z Edgehill -Urban land complex, 2 to 6 percent slopes STORMWATER RUNOFF CONSIDERATIONS: This project does results in relatively minor and Ubran lands negligible increases in stormwater run-off into adequate channels and ultimately into the tr0 Rivanlna River. CRITICAL AREAS: Critical areas for this project include the existing and proposed drop inlets located along 0 the corridor that are to be to be protected as shown on the E&S plans. CALCULATIONS: See the project's drainage computations entitled 'State Farm Boulevard an EROSION AND SEDIMENT CONTROL MEASURES: Erosion and Sediment Control plans have been included South Pantops Drive Sidewalk Project, Drainage Narrative' dated March 30, 2015 for all and detail erosion control construction sequencing, inlet protection, mulching and paving. required drainage computations. V) Z O F / W Of N o O 11/20/15 N O M 00 PROJECT NO. N � Z>P0 Q o Q vi O - H O Q ago _ U = OU N 0_ X O aoLL. 0 z o N C) Z a LU � Z O_ V N m O aD Lj 00 } m 0 Z }W� } J 0 ® tr0 10_Ja 0 o3:00 LLL N O J J U � 0 O = C3 a 'T o Q: 11/20/15 Z PROJECT NO. p Q o Q 4i - U Q m J 0- O W O W z r C) 060 � 06 m } m 0 Z W } p F-- OUO m 0 LLL w LLI (3)- 'T L J 2U Q V) Q W � LLJ I- U�UIL U) In n U I - Q: 11/20/15 Z PROJECT NO. p li') o U)WZJ 4i - Q J 0- f - W O W C/) J C) 060 � 06 Z 0 Z W (o p F-- OUO Z 0� LLL W W Q: 11/20/15 0 PROJECT NO. p li') o NJ 4i SHEET NUMBER N CSI ti °' Z O t„ u W N `"' 7:1-N m 7 Q X > LL 0 LLL (3)- 'T L > U) C4 00 ZU O � 0 O�=o I- U�UIL O, T, DATE Q: 11/20/15 0 PROJECT NO. p 113038015 4i SHEET NUMBER CE -500 Z t„ u c� vt v a� v vi C5 0 X Lt, µ C^ O e" C.J fy C.� x 4: L C i 0 T Y. 0 t~ r a: C c _L i a a; Y G C: U z; u 'r C h •4. L O C. ..a -V -h% C Q7 �i ai r C C Oi U c 4. a; o� E ro c 0 0 a u m ce c s q; A. 0 s is c cf r C: 0; u: e~ C.. is "v= C: Q: u; 4i L G' 'a• c c T: w r a c v: Ci k. C 4. G; C G G 2 L a v T C. Qi C: C C c; a; L a a F is T m ANALYSIS =-- ,: .. .. ... .... .. ................... ...... ..... .... .. - ... f' .. .' .. ..... ............... ... .. .. .. n_ .. ... ........... ... - ANALYSIS ......... . p,LTH 0�, Ll o BRIAN A. WPETERS fl LIC. No. 041405 "A0 �SSIOI�AL Brion A McPeters 201.5.11.201033:42 -05'0 Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER V) z O w Of w J O z o 0 N O M 00 N O Z j N ti O ®H Q M O U = `"' v OU m V) W X Q O < O O N Z Q LL' Caff Z W N N LLL O 00 2 w - 00 OLL.`_ � � r M w J 0 W ® � Y � to J O `r O D N OJ W N cc) OJ_ 3 O r O 0- 5V O w J LO o GV N ti W CV `"' v m CV Caff LLL OLL.`_ CU Lo 0 `r W N cc) Z 5V O "It 0a ` L C U o a DATE 11/201/15 M PROJECT NO. 113038015 SHEET NUMBER CG -1 00 z ri LEGEND & EROSION DETAILS TH BRIAN A MCPETERS a UC. No. 041405 i" ^ rian A McPeters jj 015.12.03 09:59:47-05'00' I0mley4iom & Assodates, Inc. `+ Rlchmom4 Virginia ROADWAY ENGINEER f ^ + / i f %F+ l it .... yt — LIMITS .. 0f DISTURBANCE o 9 F N fCOP CD o .�. W ®.—...® 15" - TURBIDITY CURTAIN EROSION CONTROL NARRATIVE & SEQUENCE OF CONSTRUCTION .. STATE FARM STATE FARM • 23+70 t ..:.......:.. .. .. k SILT FENCE PHASE I O a — INLET PROTECTION 1. CONTACT THE COUNTY EROSION CONTROL INSPECTOR TO SCHEDULE A PRE—CONSTRUCTION LT MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT TO BE HELD IN THE C) CIP — CULVERT INLET PROTECTION ; : NOTIFICATION IS REQUIRED. yyp — RIGHT—OF—WAY DIVERSION Q 7-1 ... ... ...yam; ./ ® — EC -2 MATTING PRE—CONSTRUCTION MEETING. V) O X 3. AFTER LAND DISTURBANCE PERMIT IS ISSUED, INSTALL CONSTRUCTION ENTRANCES WITH ;J w — PERMANENT SEEDING WASH RACKS AT LOCATIONS DETERMINED IN THE FIELD. f GRAVEL CURB INLET SEDIMENT FILTER 4. INSTALL PERIMETER EROSION CONTROLS IDENTIFIED ON PHASE I EC PLANS (SILT FENCE, (VDOT) STD. DIST—B) DROP INLET PROTECTION, AND CULVERT INLET PROTECTION). ® IP6 - SILT FENCE INLET PROTECTION OPI%2 M .00 w 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL n(5 - TREE PROTECTION FENCING TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 0-1 IP 00 - OUTLET PROTECTION CD W%� l CD - PHASE 1 ROCK CHECK DAM : FR (j lA J O COUNTY E&S CONTROL INSPECTOR. N00 3 v .® ow CON TR. STA . 10+13,30 J O3 0 ....................BEGIN ....µ...... STATE FARM BLVD. CONSTR. 0 a Y !w PC 11+77.07 10 EX —1 !`. LEGEND & EROSION DETAILS TH BRIAN A MCPETERS a UC. No. 041405 i" ^ rian A McPeters jj 015.12.03 09:59:47-05'00' I0mley4iom & Assodates, Inc. `+ Rlchmom4 Virginia ROADWAY ENGINEER f ^ + / i f %F+ l it .... yt — LIMITS .. 0f DISTURBANCE o 9 F N fCOP CD o .�. W ®.—...® 15" - TURBIDITY CURTAIN EROSION CONTROL NARRATIVE & SEQUENCE OF CONSTRUCTION TC STATE FARM STATE FARM • 23+70 SF m • 24+90 - SILT FENCE PHASE I O a — INLET PROTECTION 1. CONTACT THE COUNTY EROSION CONTROL INSPECTOR TO SCHEDULE A PRE—CONSTRUCTION LT MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT TO BE HELD IN THE C) CIP — CULVERT INLET PROTECTION ALBEMARLE COUNTY OFFICE BUILDING COMMUNITY DEVELOPMENT OFFICE. 48—HOUR LT NOTIFICATION IS REQUIRED. yyp — RIGHT—OF—WAY DIVERSION Q Quo 2, THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE ® — EC -2 MATTING PRE—CONSTRUCTION MEETING. V) O X 3. AFTER LAND DISTURBANCE PERMIT IS ISSUED, INSTALL CONSTRUCTION ENTRANCES WITH Q o < w — PERMANENT SEEDING WASH RACKS AT LOCATIONS DETERMINED IN THE FIELD. IPS — GRAVEL CURB INLET SEDIMENT FILTER 4. INSTALL PERIMETER EROSION CONTROLS IDENTIFIED ON PHASE I EC PLANS (SILT FENCE, (VDOT) STD. DIST—B) DROP INLET PROTECTION, AND CULVERT INLET PROTECTION). ® IP6 - SILT FENCE INLET PROTECTION OPI%2 M .00 w 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL n(5 - TREE PROTECTION FENCING TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 0-1 STABILIZATION IS ACHIEVED. 00 - OUTLET PROTECTION CD Z to 6. INSTALLATION, MAINTENANCE AND REMOVAL OF E&S ITEMS SHALL BE PER THE VIRGINIA CD - PHASE 1 ROCK CHECK DAM EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) AND APPROVED ONLY BY THE lA J O COUNTY E&S CONTROL INSPECTOR. c0 - PHASE 2 ROCK CHECK DAM EC -2 DITCH LINING ----- - SAFETY FENCE - DRAINAGE BOUNDRY ----- - - SOIL MAP ........::::::::... _ x:::::.�.:::.:::.:.*.. ... ,:*.::.::...,,,:::.::X .moi:::: v♦ ........ :, ..>.,,.:- JJ. i w r ■ ■ M= ............. ...............t........ .....M... .................... ............. .............::::........... �..,............. ........... i:i Prop. Placement of Protective Covering Std. EC - 2 Prop. Std. EC - 2 ..... ...... .................... ..... ... X «,,.,. Deno e ._ p See Plans for Ditch Type Protective Covering Width Varies 'rr (Width = 81) Location Station 10+75 to 12+75 Station EROSION CONTROL NARRATIVE & SEQUENCE OF CONSTRUCTION PHASE II 1. CLEAR AND GRUB SITE. STRIP TOPSOIL FROM THE SITE AND PLACE IN SOIL STOCKPILE (LOCATION TBD BY CONTRACTOR) AND DISPOSE OF ACCORDING TO SPECIFICATIONS. 2. INSTALL MAJOR DRAINAGE PIPES AND INLETS ALONG STATE FARM BLVD. AND S. PANTOPS DR. 3. RELOCATE UTILITIES CALLED OUT TO BE RELOCATED ALONG STATE FARM BOULEVARD. 4. ROUGH GRADE ROADS. EXCESS SOIL SHALL BE PLACED IN THE OFF—SITE WASTE AREA IDENTIFIED BY THE CONTRACTOR AND INCLUDED IN THE SWPPP. PLACEMENT AND COMPACTION OF THE SOIL SHALL MEET THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 5. IMMEDIATELY FOLLOWING ROUGH GRADING, PROVIDE TEMPORARY SEEDING/MULCH FOR ALL UNPAVED AREAS PER TEMPORARY SEEDING SCHEDULE. 6. INSTALL REMAINING UNDERGROUND UTILITIES, DRAINAGE PIPE, DROP INLETS, AND INLET / OUTLET PROTECTION. 7. PLACE BASE STONE. 8. POUR CURB & GUTTER & SIDEWALK. 9. PLACE ASPHALT. 10. FINISH ALL PAVEMENT MARKINGS AND SIGNAGE. 11. INSTALL LANDSCAPING. 12. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES CAN ONLY BE REMOVED WITH THE APPROVAL OF THE EROSION CONTROL INSPECTOR ONCE THE CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED. 13. THE CONTRACTOR SHALL KEEP THE ROADWAY(S) ADJACENT TO THE CONSTRUCTION ENTRANCE(S) FREE OF DIRT AND DEBRIS AT ALL TIMES. TREE PROTECTION FENCING REQUIRED �C STATE FARM BLVD. @: STATE FARM STATE FARM • 23+70 LT m • 24+90 LT m • 27+80 LT rn • 28+ 10 LT • 28+40 LT • 29+00 LT • 29+40 LT (n SOIL MAP LEGEND 238 — DAVIDSON CLAY LOAM 23C — DAVIDSON CLAY LOAM 71C — RABURN CLAY LOAM 71D — RABURN CLAY LOAM . 10%w"r_r►_ 1. MINOR CONTOUR INTERVAL = 2' MAJOR CONTOUR INTERVAL = 10' 2. ELEVATIONS SHOWN ARE IN US FEET. 3. VERTICAL DATUM = NAVD 88 0 20' 40' # SHEET REFERENCES CR -101 CR -101A STATE FARM STATE FARM SIDEWALK PLAN ROADWAY PROFILE E O U e + CiU-)E 06 > 00DCL � Zw O U1 0< f- f ZVLLo �� O a3Q o WF— L U CO e W � r N0. M Z m M m o N Co M0 rn N M Z Z > ,■ o r U Q (n Q Quo U = O CJ C 0 N V) O X U Q o < w O 0 0 0 N Z Q w Z :3O to OPI%2 M .00 w 0 0-1 w CD Z to t lA J O N00 3 v .® ow �J .ry J O3 0 0 a E O U e + CiU-)E 06 > 00DCL � Zw O U1 0< f- f ZVLLo �� O a3Q o WF— L U CO e W � r N0. M } m W m o O rn 4J Z J O U Q (n Q w C 0 N n � U E O U e + CiU-)E 06 > 00DCL � Zw O U1 0< f- f ZVLLo �� O a3Q o WF— L U CO e W � N0. <PROJECT 113038015 N SHEET NUMBER O rn m N C 0 / w O ZS 0 co 0 C.) CD t DATE 11/20/15 N0. <PROJECT 113038015 N SHEET NUMBER CG -200 0.i i� • 28+10 LT no©®000 — STORM DRAIN • 28+40 LT • 29+00 LT xxx - CONTOUR ELEVATIONS 29+40 LT Tc - TURBIDITY CURTAIN STATE FARM SIDEWALK PLAN STATE FARM ROADWAY PROFILE sF m O - SILT FENCE O Q IP - INLET PROTECTION Q CIP - CULVERT INLET PROTECTION RIFM wD - RIGHT-OF-WAY DIVERSION ® - EC -2 MATTING Of - PERMANENT SEEDING Z O N IPs - GRAVEL CURB INLET SEDIMENT FILTER crewc&- > N� (VDOT) STD. DIST-B) 0 SILT FENCE INLET PROTECTION n TP - TREE PROTECTION FENCING 00- Lo OUTLET PROTECTION cl) cD - PHASE 1 ROCK CHECK DAM 00 0 3 cD - PHASE 2 ROCK CHECK DAM EC -2 DITCH LINING ----- - SAFETY FENCE - DRAINAGE BOUNDRY - SOIL MAP w■�w■ SOIL MAP LEGEND 23B - DAVIDSON CLAY LOAM 23C - DAVIDSON CLAY LOAM 71C - RABURN CLAY LOAM 71D - RABURN CLAY LOAM NOTES: 1. MINOR CONTOUR INTERVAL = 2' MAJOR CONTOUR INTERVAL = 10' 2. ELEVATIONS SHOWN ARE IN US FEET. 3. VERTICAL DATUM = NAVD 88 ��p,LTH 0 BRIAN A Md% -MRS 9 UC. ft 0414M 9NAL i A McPeters ).12.03 10:00:07 -05'0 ,ley-Hom $ Associates, Inc. Richmond, Virginia ROADWAY ENGINEER # SHEET REFERENCES CR -102 CR -102A STATE FARM SIDEWALK PLAN STATE FARM ROADWAY PROFILE w a 0 V) z _o V) w ftf z r 0 � N O N 0,5N m O Z j p O C) (n tn0 Q O Z U = ap O _U I V) w X N Q Q O Q (n � O W 0 N Of H Qclj N M Z O N U O OD 2 Ld 00 crewc&- > N� 0 .W_i 0 � D Z 0 �. Lo cl) t(1J O o 00 0 3 Fr—n v / N O J W OJ � O U 0 C) a r � m m O m p Z JJ W Z in I J U U Q (n Q W U W Of 2 N M OUL U W 0 0 ■ ca�N JJ 04 Z om a a. �-2 co 0 ZW OQ�. 0 Z OUL O o crewc&- Lo 0 L wQ Lo 0 �. Lo cl) Q o Fr—n v / W 0 04 o 04 m N Q to j u- 0 L N Z0 o 0 U 4 DATE, 11/20/15 PROJECT NO. a 113038015 SHEET NUMBER lo� CG -201 I' j f r� z O z(n X r� O � X rx oraoo©o® — STORM DRAIN xxx — CONTOUR ELEVATIONS Tc — TURBIDITY CURTAIN SF — SILT FENCE O lP — INLET PROTECTION Q ClP — CULVERT INLET PROTECTION — RIGHT—OF—WAY DIVERSION ® — EC -2 MATTING — PERMANENT SEEDING �; ,• iPs — GRAVEL CURB INLET SEDIMENT FILTER 28+10 (VDOT) STD. DIST—B) ® 6— SILT FENCE INLET PROTECTION n TP — TREE PROTECTION FENCING 0(0— OUTLET PROTECTION cD — PHASE 1 ROCK CHECK DAM co — PHASE 2 ROCK CHECK DAM EC -2 DITCH LINING ----- — SAFETY FENCE — DRAINAGE BOUNDRY SOIL MAP R NOTES - go M11111111 `(AS W BRIAN A o McPETERS UC. Nm 041405 PNAL rian A McPeters BLVD. ©: • 23+70 LT • 24+90 LT 015.12.03 10:00:27 -05'00' 27+80 LT • 28+10 LT • z LT • 29+00 LT • 29+40 LT F—j 10mley-Hom & Assoclates, Inc. Richmond, Virginia Q O 00 U f , w 2 > ROADWAY ENGINEER w Z O 0 .U) Q � TREE PROTECTION FENCING REQUIRED STATE FARM BLVD. ©: • 23+70 LT • 24+90 LT • 27+80 LT • 28+10 LT • 28+40 LT • 29+00 LT • 29+40 LT SOIL MAP LEGEND 238 - DAVIDSON CLAY LOAM 23C - DAVIDSON CLAY LOAM 71C - RABURN CLAY LOAM 71D - RABURN CLAY LOAM 1. MINOR CONTOUR INTERVAL = 2' MAJOR CONTOUR INTERVAL = 10' 2. ELEVATIONS SHOWN ARE IN US FEET. 3. VERTICAL DATUM = NAVD 88 # SHEET REFERENCES CR -103 CR -103A STATE FARM SIDEWALK PLAN STATE FARM ROADWAY PROFILE .O �LO J + 0.j cD N �-� 0 Z W �-- 0Q o UUL o) C/)W 05F. N w<C Q C/) Cf) 0 co N O M7 00 N O n } Z j � r m p ® Q N 0 U =000 _U O v V X t- im Q O < O J O N F—j Q Z W N N Q O 00 U f , w 2 N O w Z O 0 .U) Q to O 00 0 3 Z J �j 0 0J_ Z 30 0 0 L AC O d U�Ua .O �LO J + 0.j cD N �-� 0 Z W �-- 0Q o UUL o) C/)W 05F. N w<C Q C/) Cf) co M } m D m p Q z N W t- im J C7 U Q (n Q W U W w 2 N O w U .O �LO J + 0.j cD N �-� 0 Z W �-- 0Q o UUL o) C/)W 05F. N w<C Q C/) Cf) DATE c_3 11/20/15 PROJECT N0. S 113038015 SHEET NUMBER 43 CG -2021-1 co L� Q N N M Q to L 0 w 0 .U) N C .�-. Z 0 0 L AC U�Ua DATE c_3 11/20/15 PROJECT N0. S 113038015 SHEET NUMBER 43 CG -2021-1 LO 0 a / \ o© [i C cr L, U r1; 4 i3 E E : i 4; fF 0 U C w G C: G 4i c+; c: C F.. T E, c C c; 0 C c: c: L c f? -r f; _.3 ti l E 0 GT} Ui z c Z E C1 � > M a. T u; 6 W + L' f O .5 Q G v: E ;. �. CL i3 G «. z rn a. o y� �V) N w a= (Ti X 0 Q ✓'J C At o L U3 O '> Vk J" Q; <O E c� cC. c c Y•. I 4.1 0 r i � v u> X 0 � � C X (D © 0 O N c� r �f 0 CJ ,f''y- 4 Cp 6 e— q, 0 C ? u- }t:: ix [1�111�� 1101�11 t LEGEND & EROSION DETAILS ---- - BOUNDARY LINE - RIGHT-OF-WAY LINE rte,- - LIMITS OF DISTURBANCE nnnn©nn - STORM DRAIN xxx - CONTOUR ELEVATIONS TC - TURBIDITY CURTAIN lG .101611: 1 STATE ROUTE 1140 C. A -7 ^ . 4 e% '-7^ .,d I7 -i 3 ;m. F i YF h 3*33 L... 3.., F kd . id `�✓ o i W 9 9 5. 0 0 2-1 TREE PROTECTIO 'TEl STATE FARM sF • 23+70 - SILT FENCE oa - INLET PROTECTION Q clP - CULVERT INLET PROTECTION Wp - RIGHT-OF-WAY DIVERSION • - EC -2 MATTING • - PERMANENT SEEDING • iPs - GRAVEL CURB INLET SEDIMENT FILTER o Mmley-Hom & Aasoclates, Inc. (VDOT) STD. DIST-B) N Z � N N SILT FENCE INLET PROTECTION n(5- AN lk TREE PROTECTION FENCING 0(0- ROADWAY ENGINEER OUTLET PROTECTION J I� PHASE 1 ROCK CHECK DAM OD PHASE 2 ROCK CHECK DAM J O - EC -2 DITCH LINING ■ ® ----- - SAFETY FENCE lG .101611: 1 STATE ROUTE 1140 C. A -7 ^ . 4 e% '-7^ .,d I7 -i 3 ;m. F i YF h 3*33 L... 3.., F kd . id `�✓ o i W 9 9 5. 0 0 2-1 TREE PROTECTIO 'TEl STATE FARM BLVD. @: • 23+70 LT • 24+90 LT • 27+80 LT • 28+10 LT • 28+40 LT • 29+00 LT • 29+40 LT Kln'rC@• ,419" LTH ply, Gj °° o BRIAN A. p NRCPETERS 9 "CA UC. Nm 041405 n. rian A McPeters SHEET REFERENCES CR -105 CR -105A STATE FARM SIDEWALK PLAN STATE FARM ROADWAY PROFILE D N O Ih ZOJN Z > 015.11.20 10:32:59 -05'00' 5 �m W Z to I– 0— '-d- CL < M z N c X 0 Qom ZUtLo o Mmley-Hom & Aasoclates, Inc. Richn W, Vlrglnla N Z � N N O 00 S Lj 00 AN lk > r7 w ROADWAY ENGINEER '> J I� Z to OD (If SOIL MAP LEGEND 23B — DAVIDSON CLAY LOAM 23C — DAVIDSON CLAY LOAM 71C — RABURN CLAY LOAM 71D — RABURN CLAY LOAM 1. MINOR CONTOUR INTERVAL = 2' MAJOR CONTOUR INTERVAL = 10' 2. ELEVATIONS SHOWN ARE IN US FEET. 3. VERTICAL DATUM = NAVD 88 # SHEET REFERENCES CR -105 CR -105A STATE FARM SIDEWALK PLAN STATE FARM ROADWAY PROFILE ImmommI® 1-- m 0 W W m J U U W V) m O co N O V) oc) D N O Ih ZOJN Z > Q 5 �m W Z to I– 0— '-d- CL < M U = 0 U_ N c X 0 Qom ZUtLo 0 N O Z< Ll N Z � N N O 00 S Lj 00 AN lk > r7 o )- '> J I� Z to OD Z J O p O ?� OD ■ ® N OJ Lal L u J Z U O wfr! O O d n 1-- m 0 W W m J U U W V) m DATE 11/20/15 co 06 D M ZOJN Q 5 �m CO CL Z M Q) 4-0 0 o QO ZUtLo O cl) W N �WQMcl) OLL- .-- o '> Fm DATE 11/20/15 co T 113038015 ^ Q N ti W Z CD N Q) Q ca � "- OLL- .-- o '> OD Z p o L u m o U4Ua DATE 11/20/15 PROJECT NO. 7 113038015 SHEET NUMBER CG -2041F Z Q) 6 r' TH pF Ar m o w 0 BRIAN A �' o McPETERS a 4..., LIM ft 041405 � W'# `10� ` SS�pNAL E11 ' Brian A McPeters i 2015.12.03 10:02:18 -05'0 V) Z '=7 Mmley-Hom & Aswdaft, Inc. 0 Richmond, Virginia > 'w n ROADWAY ENGINEER LEGEND & EROSION DETAILS - BOUNDARY LINE - RIGHT-OF-WAY LINE - LIMITS OF DISTURBANCE roto=®©®® - STORM DRAIN xxx - CONTOUR ELEVATIONS Tc - TURBIDITY CURTAIN SF - SILT FENCE PHASE 2 ROCK CHECK DAM - EC -2 DITCH LINING ----- - SAFETY FENCE DRAINAGE BOUNDRY S0'a PA TREE PROTECTION FENCING REQUIRED STATE FARM INLET PROTECTION Q ciP - CULVERT INLET PROTECTION wD - RIGHT-OF-WAY DIVERSION ® - EC -2 MATTING - PERMANENT SEEDING 1Ps - GRAVEL CURB INLET SEDIMENT FILTER 28+10 (VDOT) STD. DIST-B) ®iPs - SILT FENCE INLET PROTECTION n(5- TREE PROTECTION FENCING 0(0- OUTLET PROTECTION cD - PHASE 1 ROCK CHECK DAM PHASE 2 ROCK CHECK DAM - EC -2 DITCH LINING ----- - SAFETY FENCE DRAINAGE BOUNDRY S0'a PA TREE PROTECTION FENCING REQUIRED STATE FARM BLVD. ©: • 23+70 LT • 24+90 LT • 27+80 LT • 28+10 LT • 28+40 LT • 29+00 LT • 29+40 LT SOIL MAP LEGEND 23B — DAVIDSON CLAY LOAM 23C — DAVIDSON CLAY LOAM 71 C — RABURN CLAY LOAM 71D — RABURN CLAY LOAM AInTCe- 1. MINOR CONTOUR INTERVAL = 2' MAJOR CONTOUR INTERVAL = 10' 2. ELEVATIONS SHOWN ARE IN US FEET. 3. VERTICAL DATUM = NAVD 88 11-1�------ =9 # SHEET REFERENCES CR -106 CR -106A SOUTH PANTOPS SIDEWALK PLAN SOUTH PANTOPS ROADWAY PROFILE Z C3 M 0 LU WZ Y 1 -j 2 V) Q W ; (n n 0 U F r .G) .� _ I L Z QCo + F �wo. �—O c� ' Z�-- 0 L OZ �— Zo<co o via. o t W� Lc) Q Q �Fn t♦ r/ fi W O c N O co N O t7 Z j c r o VT W Q � O O= N O V 03 N O X Q O < O Q O N / Z H LL M N N O 2 00 o M -> �> Zcc J O D Z Cr0 � Y L � J O 0 0 00 O �:: ■ ® N OJ la.l J Z U N O !s" —s O = (D d r C3 M 0 LU WZ Y 1 -j 2 V) Q W ; (n n 0 U F r .G) .� _ I L Z QCo + F �wo. �—O c� ' Z�-- 0 L OZ �— Zo<co o via. o t W� Lc) Q Q �Fn t♦ r/ fi W c c o cm CD CD W N W Q co 0 / Y vz LL /Ay'' o W L -> -5 co Zcc o � L f 0 c T o :A - DATE 11/20/15 PROJECT NO. 113038015 SHEET NUMBER CG -205 Z L Y: <r z < fX ALTH OF Df LLI BRIAN A. MCPETERS a o Lie. Na o41405 A 'M P 7 < f 0`8 ONAL E `J 0 003 ii FARM Mu,r,Ff.,g 3 CG 9 , G "M„ 8-69 E <ff% :. cy�is RZH//ter, y g �, Brian A McPeters k z: (`� � 'i �'fJ<�; %;%`4%,:::,'_at,.%h ":%? .�;FAIFF �� ��� � 7�:`s& :.�r:', . :: z > 201 5.1 2.03 10:02:44 05'00 Z 0 PE 1 E J. % �' H, � x`„/ � � � : � <,:f�..:r D.S.�, 1 £ „ >..> °: � o g ;TY O 4 �.;,J, � < ' „ D ., AT Mmiey-Hom & Associates Inc. '� o Of 002 ”' ' �cvs: y r /,�/.,�' y,•r.%: BY 681 £'� y i3 �' "%; z 3, , N Ld rn z x::f �£ Rh*imond, Virginia > O . ' �: ROADWAY ENGINEER 4 i O f ST io. `/%: FARM fri /:. /€: o:."' MUTUAL :.' . ifi//,„� % /%i D , 8 . 6 f `<. 1 P ' 3 "7 i '. > : "�"" $ s 01- ,�,. f..f, 1 o 00l ' l �"» % w Y." i,:.� 1'/.?� ff/fi fi `fff Y..Y CL sx LOT "f v i ' / ,( ,l �.• (1,•J £,i ''moi u SOUTH PANTOPS DR. J >,.>. - �., 1 ..,. ' L-0, ,,,s Jarmo• f"" i„” ;:.✓ fg'"% f,i . CONSTR. Q i`' I s /', t . Er ,/ }: o 5 l.M Ki.NOu r TIE TO {EXISTING CURB {'00 f i x ND SIDEWALK1 PROP. TEMPry i ,:,., 3 ,.,.,, Liar i 1 CD CONSTR. EA§E. f:A; ,"-' _ o f E° N 101-1 .; i z , 0 1 r 1 101 R ENTRANCE ~_. ; �. t,.r `''f,')£.> aft$' , %' Ll ® = o 101 �' E NT o r" :.Y; — 17.79 LT i 1_ ;" EXISTING R/W V V) w X '' . w 7 ._. ,,,,.,:,..,..��".°:.�•. � � N U-8 15 EXISTING R/W +77.0 12 PROP. TEMP. CONSTR. EASE. 14 o \. Z ......... . ....... . .. . .............. < LLI . .... .... . . .... . . .... .......... . ......... . ............... .............. . N o0N0TD UD 3 W_., . 3 , si%...i.../%//f/1%/!/%f//...�.. Yr/f�`-).�ii�::%. ....v .�".tai'E.9.,:..,//.+.'165..::«:.9H.:£.:,,iil'%/./.2fIlJ/1%/.., .," >t -, /r; ,,,,,, �` y. a v. •• » oir..,rgr D , w v „ .s,• ._. ! l4w 15" Y , R421 l!1J O .—� • � f � % i '/y // / /f i /, 1> / % jji'•s�„.'i:,'_:.•,'`'x �, ''%:, , .is.,.. ;'�.. `:/! %l'if;;r s.sa.i�s/f S '> .:l -ys »i.`.. ,/ia '52:ry:" .i'a6`'' f i f r `'/ i l t /../.. > O .j..f l % f, i l f f /."( f / y f / i 'f L/ ! ,r' ./ ! >i r .....,X.�i > .1...6».»/. . L,_T_! �.s `_..«..... '/ .!,.... ...>...t/ / s J ! t ! 's, r !... .......�' .....__.._ / .._._i .._........ /....._ 00 j.. ..,.. i� !•� "N'nO'qM O O OW UREQ' 1 , , ,J'J 1f o N590050 7tE � 0 f5I 5 3 E%j WBL 13' __............ ....�j ... .... / _._ ..._..........._......... .......... ........ CONSTR. STA -1 10+13.30 _..... 2 __,< ZS 4 +24.3 STATE F-- FARM BLVD. CONSTR. P .,,'.�..... � 9 PC 11 +77.07 T 12+27.72 » "� "» »» ; . STATE FARM BLVD. W .t 10 EX— 1 ` CONSTR. Q W C GIR r!<. •i c+ . /„ , y < r ,r < ! s.,N � G C`H1 Y r 4 4 s liar% k, ,,. 1...Al 5� 4,.k fU i f. : i e d j € M fi�`,E "` .»» rx . A : > € 5 '.,,i U #», E � , Al" i D L o 0 xA yf/I e� .110 " 460 C 455 1+00 v N p N O 465 A _ +N u-) ONO Z6 25.33' L = 50.65' ON CD N PC = 11 +77.07 ' PT 460 e = L,0 V = 35 MPH CONSTRUCTION NOTES: 101 -IA TO 101-1 1. THE CONTRACTOR, WHEN WORKING ALONG THE NORTH SIDE OF STATE FARM BOULEVARD, SHALL TAKE MEASURES TO PROTECT THE EXIST. UNDERGROUND UTILITIES ALONG THE CORRIDOR. 2. CONTRACTOR WILL ADJUST ALL ACSA UTILITY BOXES TO GRADE AND SET ACCORDING TO ACSA STANDARDS. 3. CONTRACTOR SHALL RELOCATE ALL MAILBOXES WITHIN THE PROJECT LIMITS PER VDOT STANDARDS, UNLESS OTHERWISE INDICATED. NOTE: ALL DPA NAGE STRUCTURES OVER 4' IN HEIGHT 455 J W ------------- ---- W 0 --------� . 450 �- 04 445 d- oNo `-) 1+00 1+25 1+50 SOUTH PANTOPS DRIVE w STA. 51+09 (RTJ PROPERTY ACCESS DRIVE. LEGEND SCALE: 1 " = 10' Qi — STD. CG -6 REQ'D �2 — STD. CG -2 REQ'D Q — CONTRACTOR TO COORD. WITH UTILITY OWNER Q — STD. HYD. CEMENT SW, W=5' TO ADJUST UTILITY BOX TO GRADE Q — STD. HYD. CEMENT SW, W=4' A — RELOCATE EXIST. FIRE HYDRANT ASSEMBLY (INCLUDES ADJUSTMENT TO GRADE) Q — STD. CG -12, TYPE A REQ'D Q — ADJUST FIRE HYDRANT ASSEMBLY TO GRADE Q — STD. CG -12, TYPE B REQ'D Q — RELOCATE WATER METER Q — STD. CG -12, TYPE C REQ'D Q — RELOCATE WATERLINE VALVE Q — EXISTING PIPE TO BE REMOVED — ADJUST UTILITY CASTING TO GRADE Ag — EXISTING PIPE TO BE ABANDONED ..... — PROPOSED PAVEMENT — — — — — — PROPOSED LIMITS OF CONSTR. IN CUT '... / — DEMOLITION — — — PROPOSED LIMITS OF CONSTR. IN FILL — MILLING AND OVERLAY OF PAVEMENT ; Al — PROPOSED CONCRETE ITEMS 460 C 455 1+00 v N p N O c0 d' � A _ +N r� ONO Z6 25.33' L = 50.65' R W >> —6 0-_j CL J +_T0.2 ---i 1+25 STATE FARM BOULEVARD STA.12+34 (LTJ PROPERTY ACCESS DRIVE. SCALE: 1 of = 10' EXISTING R/W T 04 W 1+50 SFB-1 PI = 12+02.40 A = 01' 08' 17" RT. D = 02' 14' 49" T = 25.33' L = 50.65' R = 2550.00' PC = 11 +77.07 ' PT = 12+27.72 e = MATCH EXIST. V = 35 MPH CONSTRUCTION NOTES: 101 -IA TO 101-1 1. THE CONTRACTOR, WHEN WORKING ALONG THE NORTH SIDE OF STATE FARM BOULEVARD, SHALL TAKE MEASURES TO PROTECT THE EXIST. UNDERGROUND UTILITIES ALONG THE CORRIDOR. 2. CONTRACTOR WILL ADJUST ALL ACSA UTILITY BOXES TO GRADE AND SET ACCORDING TO ACSA STANDARDS. 3. CONTRACTOR SHALL RELOCATE ALL MAILBOXES WITHIN THE PROJECT LIMITS PER VDOT STANDARDS, UNLESS OTHERWISE INDICATED. 101-2 1 STD U-28 (L=1 Cr) REGD, CA -002 H = Fs,O' II'34 470.0 CG -200 IS -1 INLET SHAPING READ 101-2 TO 101-1 336 LF. - 15" STORM SEWER PIPE READ 0 6.35% {4 g:; COVER) CT -101 ltff ffP 4639.98 INV. (OLID 4486' 101-1 1 STD Elf -28 (L=8') REQ<D H = 4.5' INV. 448 5 I' -z1 INLET SHAPING READ 1€31-1 TO EX 38 L -F. - 19; STORM SEWER PIPE REQ'D @ 1.01% (2 9 COVER) INV. 0N) 449_.53 INV. (O€1T) 44$.1`, CONNECT TO EXST. DROP INLET & CLEAN-OUT 101 -IA TO 101-1 15 LF. - 15" STORM SENDER PIPE READ @ 16-00% (3.4' COVER) INV. (IN) 45228 INV. (OUT-) 449.91 STD. ES -1 REQ'D 101-3 29 L F. - 15" CO NC. PIPE REQ'D rpj) 7.62% (0.S COVER) INV. (f N1, 46214 INV• (OUT)459.93 NOTE: ALL DPA NAGE STRUCTURES OVER 4' IN HEIGHT SHALL HAVE STD STA STEPS INSTALLED. # SHEET REFERENCES CA -002 PROP. ALIGNMENT DATA CG -200 GRADING PLAN CR -101A STATE FARM ROADWAY PROFILE CT -101 ROADWAY SIGNING AND MARKING Z� r m m Q m m Z W Ld CD U 0 W d' _ cn o o 0 O L + Lo mQ � cl) J 0 - �LLo W � O �Qo c c T_Q � e C%) c� j Lo Q N � O CD m N LL W Qj 0 Zoo Oc.r-C P U �• U a + I1 ■n DATE 11/20/15 PROJECT NO. r: 113038015 SHEET NUMBER CR -1 01 2 :y 7 7 Li u 7 oco 0 0 ,n o co or- 0 `n o 04 D = �M NM 96.89' NCA 193.62' N� 2000.00' 500 + d- + + e = + V = + O L- O N LLJ —I? M Z W N N m O 00 C 495 �w r o -w C w °-w � Z (00 rzw Q J 2.01.0% 0 3 ■ ® N OJ La l OJ 3 O Z 490 o ------------------- A A A �A\ ZL A A A Ag 485 =w..- 1 +00 LEGEND STD. CG -6 REQ'D STD. CG -2 REQ'D 1+25 STATE FARM BOULEVARD STA. 16+25 (LT) PROPERTY ACCESS DRIVE. SCALE: 1 " = 10' STD. HYD. CEMENT SW, W=5' STD. HYD. CEMENT SW, W=4' STD. CG -12, TYPE A REQ'D STD. CG -12, TYPE B REQ'D STD. CG -12, TYPE C REQ'D EXISTING PIPE TO BE REMOVED EXISTING PIPE TO BE ABANDONED PROPOSED LIMITS OF CONSTR. IN CUT PROPOSED LIMITS OF CONSTR. IN FILL 00 1_� 00 ao +d LO00 . + aw 5;W 1+50 1+75 Q — CONTRACTOR TO COORD. WITH UTILITY OWNER TO ADJUST UTILITY BOX TO GRADE 0 — RELOCATE EXIST. FIRE HYDRANT ASSEMBLY (INCLUDES ADJUSTMENT TO GRADE) HYDRANT SHALL BE LOCATED TO NOT INTERFERE WITH THE SIDEWALK Q — ADJUST FIRE HYDRANT ASSEMBLY TO GRADE Q — RELOCATE WATER METER Q — RELOCATE WATERLINE VALVE A — ADJUST UTILITY CASTING TO GRADE — PROPOSED PAVEMENT ' — DEMOLITION — MILLING AND OVERLAY OF PAVEMENT — PROPOSED CONCRETE ITEMS CONSTRUCTION NOTES: 1. THE CONTRACTOR, WHEN WORKING ALONG THE NORTH SIDE OF STATE FARM BOULEVARD, SHALL TAKE MEASURES TO PROTECT THE EXIST. UNDERGROUND UTILITIES ALONG THE CORRIDOR. 2. CONTRACTOR SHALL VERIFY THE ELEVATION OF THE WATERLINE CROSSING OF THE PROPOSED STORM SEWER AT APPROXIMATELY STA 16+50 LEFT AND 20+00 LEFT BEFORE ORDERING STRUCTURE 102-1. 3. RADIAL RCP TO BE FORMED BY THE "OPEN JOINT METHOD" AS DETAILED IN VDOT DRAINAGE MANUAL. 4. CONTRACTOR SHALL TEST DIG THE EXISTING WATER MAIN BEHIND STORM STRUCTURE 102-2 AND MIDWAY TO STORM STRUCTURE 103-1 TO DETERMINE THE EXACT LOCATION. IF SEPARATION IS APPROXIMATELY LESS THAN 5' COORDINATE WITH COUNTY PROJECT MANAGER. 5. CONTRACTOR WILL ADJUST ALL ACSA UTILITY BOXES TO GRADE AND SET ACCORDING TO ACSA STANDARDS. 6. CONTRACTOR SHALL RESTRAIN FIRE HYDRANT GATE VALVE © 16+28 LEFT IN—PLACE WHEN RELOCATING FIRE HYDRANT. 7. CONTRACTOR SHALL RELOCATE ALL MAILBOXES WITHIN THE PROJECT LIMITS PER VDOT STANDARDS, UNLESS OTHERWISE INDICATED. SFB-2 PI = 17+28.67 A = 05' 32' 49" RT. D = 02' 51' 53" T = 96.89' L = 193.62' R = 2000.00' PC = 16+31.78 PT = 18+25.41 e = MATCH EXIST. V = 35 MPH SFB-3 PI = 22+28.99 A = 33' 58' 46" LT. D = 07' 09' 43" T = 244.43' L = 474.44' R = 800.00' PC = 19+84.56 PT = 24+59.00 e = MATCH EXIST. V = 35 MPH 102-2 1 STD DI -28 (L=8') REQ'D H = 8.0' INV. 507.1 IS -1 INLET SHAPING REQ'D TH BRIAN A MCPETERS L IM Nm 041406 PNA A McPeters .12.03 10:03:24 -05'00 ley -Flom & Associatm, Inc. Richmond, Virginia ROADWAY ENGINEER 102-2 TO 902-1 286-15" CONCRETE PIPE REQ'D_ (6.2' COVER) (285' RADIUS WITH OPEN JOINTS - USING 15" PIPE JOINT LENGTHS) JOINTS ARE TO BE OPENED A MAMMUM OF 25% OF THE SPIGOT OR TONGUE LENGTH. INV_ (IN) 507.10 INV. (OUT) 493.92 102-1 1 STD DI 2B (L=6') REQ'D H = 7.5' INV. 490.9 IS -1 INLET SHAPING REQ'D 102-1 TO 101-2 326°-15" CONCRETE PIPE REQ'D. (6.0 -OVER) (326RADIUS WITH OPEN JOINTS - USING 15" PIPE JOINT LENGTHS) JOINTS ARE TO BE OPENED A MAXIMUM OF 25% OF THE SPIGOT OR TONGUE LENGTH_ INV. (IN) 490.88 INV_ (OUT) 471.98 TMP 78-65 oos MIX09 L.C. D.B. 1280 P. 603 D. B. 681 P. 331 PLAT LOT 5 I T TM � - , , - !=!-.!9 # SHEET REFERENCES CA -002 PROP. ALIGNMENT DATA CG -201 GRADING PLAN CR -102A STATE FARM ROADWAY PROFILE CT -101 ROADWAY SIGNING AND MARKING V) z 0 V) w OMMMMM1© 6 LlJ O M + N O M O > N � I� < Z > � Q 0 m 'ro- w H O N O ago co 0 U = O U V) W X < Q Q O Z O L- O N LLJ Z auj M Z W N N m O 00 C / M r r C WJ O D � Z (00 o Q J In O � 0 3 ■ ® N OJ La l OJ 3 O Z N o O a- Q 6 LlJ ■ + Z > N < Q m U N O m co 0 0 Z r LLJ W M m LO C r C Q w 0° o Q (D w LLI z < Z N o Q C) w U d- U a N 0 a U 6 LlJ W ■ + Z > N 4110 Q m N O � co J 0 LLJ W LO Q LO C r C Q O W Ci) W J 11/20/15 ui PROJECT NO. 10 113038015 N O � m N Qcc j LL O W r= 0 (D < Z o 0 C) U d- U a DATE J 11/20/15 ui PROJECT NO. 10 113038015 SHEET NUMBER CR -1 02 CE3 0 A A A A A A A Ag EBL EXISTING R/W rd oy...,ii � N +j�• � ,N �,i,� "r � � n LEGEND - STD. CG -6 REQ'D - STD. CG -2 REQ'D 1 - CONTRACTOR TO COORD. WITH UTILITY OWNER - STD. HYD. CEMENT SW, W=5' TO ADJUST UTILITY BOX TO GRADE - STD. HYD. CEMENT SW, W=4' - STD. CG -12, TYPE A REQ'D - STD. CG -12, TYPE B REQ'D - STD. CG -12, TYPE C REQ'D - EXISTING PIPE TO BE REMOVED EXISTING PIPE TO BE ABANDONED — — — — - PROPOSED LIMITS OF CONSTR. IN CUT PROPOSED LIMITS OF CONSTR. IN FILL - RELOCATE EXIST. FIRE HYDRANT ASSEMBLY PI = (INCLUDES ADJUSTMENT TO GRADE) Q - ADJUST FIRE HYDRANT ASSEMBLY TO GRADE Q - RELOCATE WATER METER Q - RELOCATE WATERLINE VALVE - ADJUST UTILITY CASTING TO GRADE - PROPOSED PAVEMENT PC DEMOLITION - MILLING AND OVERLAY OF PAVEMENT - PROPOSED CONCRETE ITEMS CONSTRUCTION NOTES: 1. THE CONTRACTOR, WHEN WORKING ALONG THE NORTH SIDE OF STATE FARM BOULEVARD, SHALL TAKE MEASURES TO PROTECT THE EXIST. UNDERGROUND UTILITIES ALONG THE CORRIDOR. 2. THE CONTRACTOR SHALL INSULATE THE EXISTING WATERLINE ADJACENT TO STRUCTURE 103-1 IN ACCORDANCE WITH ACSA SPECIFICATIONS. 3. RADIAL RCP TO BE FORMED BY THE "OPEN JOINT METHOD" AS DETAILED IN VDOT DRAINAGE MANUAL. 4. CONTRACTOR SHALL TEST DIG THE EXISTING WATER MAIN BEHIND STORM STRUCTURE 103-1 AND MIDWAY TO STORM STRUCTURE 102-2 TO DETERMINE THE EXACT LOCATION. IF SEPARATION IS APPDXIMATELY LESS THAN 5', COORDINATE WITH COUNTY PROJECT MANAGER. 5. CONTRACTOR WILL ADJUST ALL ACSA UTILITY BOXES TO GRADE AND SET ACCORDING TO ACSA STANDARDS. 6. CONTRACTOR SHALL RELOCATE ALL MAILBOXES WITHIN THE PROJECT LIMITS PER VDOT STANDARDS, UNLESS OTHERWISE INDICATED. SFB-3 PI = PI = 22+28.99 A = 33' 58' 46" LT. D = 07' 09' 43" T = 244.43' L = 474.44' R = 800.00' PC = 19+84.56 PT = 24+59.00 e = MATCH EXIST. V = 35 MPH SFB-4 PI = 27+23.19 A = 16' 36' 15" RT. D = 06' 01' 52" T = 138.63' L = 275.31' R = 950.00' PC = 25+84.56 PT = 28+59.87 e = MATCH EXIST. V = 35 MPH 0 0 m m CG -202 GRADING PLAN Q STATE FARM ROADWAY PROFILE Q ROADWAY SIGNING AND MARKING ALTH pF U m m imi Dr Z } i m O �(� w m 0 BRIAN A LJ F- o U MCPETERS a NIf J O 0 UC. Nm 041405 Of "�i o W W*> N O m U n ANAL E r Brian A McPeters 2015.12.03 10:04:58 -05'00' Z z m Iamley-Hom & Assodates, Inc. V) Richmond, Virglnia w (n I ROADWAY ENGINEER --A N 0) CJS O Z m N O 00 0 m ®~�— a �o N X N ® ZO FW- ' Z CN O N 00 Lj 00 > � Ld Z O O 00 �® 0 3 N O J Lyj J Z U !� O = Oa 0 0 m m CG -202 GRADING PLAN Q STATE FARM ROADWAY PROFILE Q ROADWAY SIGNING AND MARKING U m imi I Z } i m m m m LJ Z NIf J O Of N O m U v Y / L ■ CD O N+ Lo v- L0 N� ML0 410 p`t �� —, N C �- - _ (D ".CL stn (O� CL O 525> w rzw �w >-i �2.0 1.0% --9.0% w >> J O - 520 w Q Q C F 12.0q � LL + 515 w W N 510c 1+50 1+75 (n F- Q 1+00 STATE FARM BOULEVARD C/)(� � SCALE: 1 " = 10' STA' 22+89 (LI PROPERTY ACCESS DRIVE. - co rn 103-1 1 STD DI213 (L=8') REQ'D J Lo $' H=7.2' INV_512.5N IS -1 INLET SHAPING REQ'D Q N 103-1 TO 102-2 188"-15" CONCRETE PIPE REQ'D. (5.3 COVER) m CN :r. (188' RADIUS WITH OPEN JOINTS - USING 15" PIPE JOINT LENGTHS) Q to JOINTS ARE TO BE OPENED A MA?£IMUM OF 25% OF THE SPIGOT 0 OR TONGUE LENGTH_ INV. (IN) 512.03 INV_ (OUT) 509.95 LL I= 0 W) NOTE: N r: ALL DRAINAGE STRUCTURES OVER 4' IN HEIGHT SHALL HAVE STD �_+ t>/� aro ST -1 STEPS INSTALLED 0 zoo co m 0 CD M o # SHEET REFERENCES CA -002 PROP. ALIGNMENT DATA CG -202 GRADING PLAN CR -103A STATE FARM ROADWAY PROFILE CT -102 ROADWAY SIGNING AND MARKING DATE 11/20/15 PROJECT NO. 113038015 SHEET NUMBER 0 CR -10345 IF: -0 I 0 0 '�m a ---- 14-: - .2, V) 3 N C6 1 ... > 0 7 - - D a >� r) -j _;_; :3 S� Q -j ' 1 1:71 -x T �) C� > -j m - 1. ry. < LL Ld �-- < i --- (11) CD LI) + (n cl*� C �- 0 0 + �li ' < � --- V) I W --�� LL 0 CK a. �� -j < �� Lli 9 (11) < �11 0 IT Cf.' C) "I a) V3 - 0 CP -C (f) "-� 13) V) - 1) - 0 -C- V) 1-1 0 0 < U 1�1 10 > �n - - L 0 LL 0 �.� I 1.1 (11) 0 0 �y_ "' r'. �) I () 't Q5 0 -Z' P 'D N' I p R �' w . I '-� - < ;;; � .... 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(0 1* r*- (0 (D Cr 00 00 It-, Lr, cr) 0 - _- (-) qq- C-) (L 0 I --- 0 .0 U �' C r' - L0 r4'� v- 00 T- Lf) . 00 T- 00 I L0 c6 T- 6 r- LO 6 I- 0) r- Lo * (3) V- C-4 Lr) . F-) CN 0 ILN L0 . N 0 N LO (:5 04 I- 041'- Lo . %.'4 T- 04 Lo . T- 16 14 T- 04 Lo . T- %.'4 Tl- 04 LO . v- 04 04 (N L0 C� 04 C-4 LN L0 04 eq 04 04 Lr) C4 04 r-. I -N pi (N pe) 04 r-. 0 W r'i 04 'q %. N 4 C4,4 'q " 4 04 1.4 01 LC I q1t CSI 'q CIS Lr. 4 04 Z�' Lfi C'4 - �: 1 Y -tl '!� rl I LO LO LO If) to IJO 1C) � to u') � Lf) LO If) If) If) I If) � If) � U . Lo LO LO � LL - If) u . LO 11) LO LO 1 : Z, I �.-4 l4e. � --- a 011 Q C 0 - . 21+00 . - . 21+50 - - . - 22+00 22+50 . . 23+00 . . 23+5,0 . 24+00 24+50 25+00 25+50 26+00 26+50 , - - I .. � 04 'il .. . I I , , ::'' 4,r: LLLL ;j � � �- V, I U I I .. I :::: L -q L�p 01 -S" VERT. 59- . :: .. 0 Ix m :� . "� SCALE DATE y; ' 1. 4:` I, -�' 1 11= 51 11/20/15 :_�- uj ul C. PROJEC T NO. 1-2 ' "' I - C 0 1 --I HORIZONTAL I 113038015 < rl�l 10 . w F :�' 0 20' SCALE I SHEET NUMBER L-1 -'-) V 0 -rl so 1 = 20' CR -1 03AE 6 (r ii: - 0 z �- I - . 0 - L�- y / \ / \ Ci 00 0 :::-4- >0 0 CJ I n rf UJ 0 0 ) C) Lf 0 �4. 0- rx x Li t: dr, c C 4 E, �A .c n; C: L` a G C; Cs' fr; G: r C Qk E i C C: f; V, a 0 c C f� r. s a r.. 0 '> C 0 U 9 Q c a :Sw c ::, r, L. c. � L E � CS �k > a V, ra L Q r LL a; 4 - LJ p CL N 1-: L� 2: 0 L d C E c z �_ CL Q �% L} J Lu � 0 �� Ls £ .1 .w 4) o 0 0 4•' n C-1 0 Cf U: � C .ak c}- C J C? C, 11) t: va .-- '> x 0 f1i f'' r } 0 > LQ X e C f1i 16 O - U3 0 A2 0 r I n E. 0 r u X n rs 4 c, a, il r�i r� £ x 0 0 C> c i L> CJ OU w > 0 x: r, qj ri- Y.. a 0� 0 c� x -U L:.£ r x I EXISTING R/W TMP 78— 61 I TMP 78-72 1. ,i Se 33 , {# f £ sA.f'�E4„Ol, /ffu"yf FA £ C 8 (306-- '.i i S 2wg�!�x"'r � 421-4,23 PLAT,.,. U ¢3 2 PARCEL r I I ~r; Er",- SM It1Y S ■ I� .__....'• P+`9 ,' �/ „� rr^ /f ., s „ „f s, 4 d ' } i 2 y ,,,.. �xr si s:./;.,i'.z .,.; "�,.;; y„a ,✓ .'£ j #•,.�•z, 9s COfj / £ R W S {' .. ... ... „„^,•„e”»,coca EASEMENT,., •i'x.,.. .er .;7c' �! a . r s., 7i £'. CO J, ri i EXISTING / £' Y;,.,� � � a. � ,a: TIE TO EXISTING" W f £ PROPERTY _..OWNER' OF PARCEL 0Ti-TQ,,...000RD. i W CURB M .. PROP. TEMP. _USPS TO RELOCATE'„.. WHERE:; 'HALT Ta<£"y,:.. .<.:, `, 33 A�;,,.,XIST. MAILBOXES`.....EL ; �JIIJTH CO ;, g CONSTR. EASE. ON PAR 011 (BUT NOT'^” ON STATE FARM BLVD.` ' "" roM . X —20 I ....'- CEL.„�:. } TOP O i 52,g sss% PROP. R/ ...».....„,/:,,/ »„4»�,.„...»✓„/,'�„»», ,. ..GMTER4< JIN) 626-:f, „�,:»,„ . 'fes^.. .,,�.,,;,wA...•�;,.,:i, S. � a w .. 04 A °`»e, .. ,J : � '- S^ -., 5,x.3 i , 47.ry, .... ........................ .« ..., .PREMP__ P' Ehlr.:. k,. P R W .� t 0 / P, y £ / 4 , . EXtST."» ,. . / .....,. : .,..,,,,.,,, �_., :. .. , rr, / , ,,,, .; .. . .,..,,...........,, .rod"" 2 , - �",xf...:. �.`. ' �i:,'t 'J'� . N ;.�. . ,. ,3 �;` -„ '.r,r„ N'� s i •.. „ '` r • "!3 �:i. Y;'. *d : wa„»,w,m, _,..,.,. ” .. ,....a„- a rM _._.._. ... : / 5VEt' JC—RPLAN­STD. 'UDVs 3 RE d" � . ar,i ,adiiimn r ,» ,n wm;,/J„ F..... u„ui. wm, ui ,»>. .,,ai.,, f,/.. ,» mi' ///// %//f! , aney / , ,a,:- -an.. v.... ..-,!Mi,i.nM, .:ro.,..awiiiw,.w: »,»»,. w..» „i „ ..,ryn. . �...,. ............... _,,..,,................._ , :. ::. xr:'.am ..%R%p » .. .:.,...,a..:.,.»,.»::»,.,.,,»„ .: _. ..,,. , ,�.ja,., ,,. »».:-::::;... :,,.,......,,...,,,,.............F......,.,..........«......:....x srihx.-'f,G�,-.`.., ..y �. s., f ,,.,u/ ..... ...%„w £ IR .0 , •C �. , . .� .. '.. ..,,,,. ', LLI �::.r;;;i % � / 's ., t � �' .., , .. �. �. ..._.,. .,, ,. � :.. ... //' ,/:a/ a/n ':: y.. ”" _fJfff/)f ,.:. .�/ � iaffanerfvm.., .. '°! t Uig Q # , .,,.. ,. .: t . _ _... _, ................... ........ „ J ,,,,.... _...... 6.5 . , , , 6 4 / �° y: 2 � � + 0:34- 1� . ,;° y,,,��` ,�.,,,� � , .... ,�,..,,...... ....,,... ..........r 3 1 r q35, f 2 r STS ... .:= `SEC? D'. 0 V i / ' ' ” r =I-3 :59i° / 2 , ` : i:: 1.» » 10! J ;rA N47 1 1,08 E 105 W5L 25' _._..................._.. ._..__ _._..,_ +75 —i BEGIN RECONSTR. STA. 33+32.28 STATE FARM BLVD. CONSTR. Q CONSTRUCTION NOTES: 1. THE CONTRACTOR, WHEN WORKING ALONG THE NORTH SIDE OF 'STATE FARM BOULEVARD, SHALL TAKE MEASURES TO PROTECT THE EXIST. UNDERGROUND UTILITIES ALONG THE CORRIDOR. m,,.�»,aaaa 2. WATER METER RELOCATION SHALL BE DONE AT NIGHT OR AFTER BUSINESS HOURS AS REQUIRED BY EACH INDIVIDUAL PROPERTY OWNER. 3. CONTRACTOR SHALL TEST DIG THE EXISTING WATER MAIN BEHIND STORM STRUCTURE 105-1 TO DETERMINE THE EXACT LOCATION. IF SEPARATION IS APPROXIMATELY LESS THAN 5', STATE FARM BLVD. CONSTR. Q i / w END CONSTR. STA. 36+12.70 STATE FARM BLVD. CONSTR. Q ,f Contractor shall be responsible for care, weeding, pruning, maintenance, etc. including watering of all installed landscaping as a part of the project during the establishment period, as defined in the 2007 VDOT Road and Bridge Standards. EXISTING R/W I I COORDINATE WITH COUNTY PROJECT MANAGER. 10S_1 1 STD DI -213 (L=10) REQ'D H = 3.6' INV1 518.9 IS -1 INLET SHAPING REQD 4. CONTRACTOR WILL ADJUST ALL ACSA UTILITY BOXES TO GRADE AND SET ACCORDING TO CDNNECTTO EXIST_ 15' RGP ACSA STANDARDS. 5. CONTRACTOR SHALL TAKE CARE WHEN WORKING WITHIN THE VICINITY OF THE PRIVATE EX -21 CONVERT EAST. DI TO MANHOLE LANDSCAPING ON PARCEL 11, AS ALL OF THE LANDSCAPING NOT SPECIFICALLY CALLED OUT -D. TO BE REMOVED IS TO REMAIN. THE CONTRACTOR WILL REPLACE IN—KIND ANY 1 STD. MH -1 FRAME & COYER REQ PROPOSED TOP ELEY- 523.24 LANDSCAPING TO REMAIN DAMAGED BY HIS NEGLIGENCE. ROTE. ALL DRAINAGE STRUCTURES OVER TIN HEIGHT REQ'D Q — EXISTING PIPE TO BE SHALL HAVE STD ST -1 STEPS INSTALLED 6. CONTRACTOR SHALL RELOCATE ALL MAILBOXES WITHIN THE PROJECT LIMITS PER VDOT STANDARDS, UNLESS OTHERWISE INDICATED. MASTER PLANT SCHEDULE KEY QTY I BOTANICAL./COMMON NAME SIZE ROOT COMMENTS AR 2 Acer m&= 'gcWw G by Odober Glory Red Maple 3" cal B&B V-10 Height Min. - Uniform branching pattern LEGEND 1 — STD. CG -6 REQ'D SHEET REFERENCES Q2 — STD. CG -2 REQ'D RELOCATE EXIST. FIRE HYDRANTSS MBLY A E Q — STD. HYD. CEMENT SW, W=5' A — S TD. HYD. CEMENT SW W=4 A5 — STD. CG -12, TYPE A REQ'D A6 — STD. CG -12, TYPE B REQ'D Q — STD. CG -12, TYPE C REQ'D Q — EXISTING PIPE TO BE REMOVED Ag — EXISTING PIPE TO BE ABANDONED — — — — — — PROPOSED LIMITS OF CONSTR. IN CUT — — — PROPOSED LIMITS OF CONSTR. IN FILL Q — CONTRACTOR TO COORD. WITH UTILITY OWNER SHEET REFERENCES TO ADJUST UTILITY BOX TO GRADE — RELOCATE EXIST. FIRE HYDRANTSS MBLY A E `j /,,, `i T ,,9 (INCLUDES ADJUSTMENT TO GRADE) — ADJUST FIRE HYDRANT ASSEMBLY TO GRADE A — RELOCATE WATER METER 0 — RELOCATE WATERLINE VALVE A — ADJUST UTILITY CASTING TO GRADE .... ... — PROPOSED PAVEMENT — DEMOLITION ' MILLING AND OVERLAY OF PAVEMENT d PROPOSED CONCRETE ITEMS INSET A ii 0 10' 20' EXISTING R/ 3� 31 32 14 w......,.:....... ,,,,Y,,. ...... .«ro „. ,: �a�, „,, as„w�,,» �... m._.a , „w,.a,,..,,m,,.,m ✓pro: u„ :: m,.. ,. F ! GS , : `:,........w..r�.........umm,,.m .,,,,,,m,,,,. w,,.»»».. ,.. .........,,...�...,.,,:-,,.,.,,,:»,,.....,....,,v �.... .. .....',......�/,.,,,.� �x _.J J_.._........_ 24' � I 4,. 0 M U w J J UJ 0 J If a U 0 TH p 0 BRIAN A. McPETERS UC. ft 0414M iY91VAL �: Brian A McPeters 2015.11.20 10:31:55 -05'00' Klmley-Hom & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER TIE TO EXISTING �`... .............. ..... ._ CURB PROP. TEMP. CONSTR. EASE. �7PROP. R/W M ,33 SHEET REFERENCES CA -002 PROP. ALIGNMENT DATA `j /,,, `i T ,,9 -204 s 0 -105A STATE FARM ROADWAY PROFILE CT -103 ROADWAY SIGNING AND MARKING 0-C T24 N (if X i O. Q Q 0 LL, 0 o N N Z Q W F— Z W (n N M 0 } m > M k /N,.,�.„,,..:m„ma»:,.poor, a» i <J.�:»,nr::..,.erma,»,,,,aaarom,m,»:,.•.,:,,a, ,,,,.,,,,ai:,,,,«„a,..w:,ov, o _J o 0 N C) 0 �® N O J J_ Z U 3 O 0 Z o Q z < W U t0 0 a I 0 20' 40' TH p 0 BRIAN A. McPETERS UC. ft 0414M iY91VAL �: Brian A McPeters 2015.11.20 10:31:55 -05'00' Klmley-Hom & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER TIE TO EXISTING �`... .............. ..... ._ CURB PROP. TEMP. CONSTR. EASE. �7PROP. R/W M 6 `= 14 "2 '}r 5 , --\ ; k` t f nr/�; -R30 ,33 SHEET REFERENCES CA -002 PROP. ALIGNMENT DATA `j /,,, `i T ,,9 -204 s £ -105A STATE FARM ROADWAY PROFILE CT -103 ROADWAY SIGNING AND MARKING 0-C T24 N (if X i O. Q Q 0 LL, 0 o N N Z Q W F— Z W (n N M O 01) _ - ap w } m > M k /N,.,�.„,,..:m„ma»:,.poor, a» i <J.�:»,nr::..,.erma,»,,,,aaarom,m,»:,.•.,:,,a, ,,,,.,,,,ai:,,,,«„a,..w:,ov, o _J o 0 N C) 0 �® N O J J_ Z U 3 O C) [L Z o 6 `= 14 "2 '}r 5 , --\ ; k` t f nr/�; -R30 in w Q I) z 0 V) LLI IK :. # SHEET REFERENCES CA -002 PROP. ALIGNMENT DATA CG -204 GRADING PLAN CR -105A STATE FARM ROADWAY PROFILE CT -103 ROADWAY SIGNING AND MARKING in w Q I) z 0 V) LLI IK :. 0 0 - N 0 Q N 0 Z Z � � N o r I- F- o am Quo U o 0 v N (if X v O. Q Q 0 LL, 0 o N N Z Q W F— Z W (n N M O 01) _ - ap w } m > M U) } m w 0 o _J o 0 N C) 0 �® N O J J_ Z U 3 O C) [L Z o 0 iT - s Q M Z J N I- a am o o M v 0 � N a M } m U) Q m co 0 o N 0 W Z Z o Q N < W U t0 a I (V) 0 � U Wco qqt s Q M Z J N Q am o W M v 0 aao N a o>LL W Q Q M co 0 4D N CO Wco PROJECT NO. s 113038015 SHEET NUMBER Q N W N v N a o>LL A'w O 0 4D N Z o O cm'0 Co U t0 a I A DATE; 11/20/15 PROJECT NO. s 113038015 SHEET NUMBER CR -105 �i G G". C u h z �a R 1: S, 4e Cs C U: Q: C c C c i s, w F Y c :iceL V r:. C r Zr C- C. is 535 G v C R; 530 V 525 r 0 Oi Ea C 520 F 515 Eti 4i Z: a 510 C 505 c N 500 C.i v u. r.; C c a; r c v M L' 0 i. f: c Z t .c. Irf� Q7 ti st Er -�a Ts f: a V a; VERT. 5' SCALE 1 "= 5' tE= 0 u 0 rf T L 32+00 HORIZONTAL 20 SCALE 1 "= 20' NITA 32+50 iiilq -414 O' BRIAN A. V McPETERS a b LIC. No. 041405 �O Flo NAL Han A McPeters 015.11.20 10:31:32 -05'00' Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER 535 530 525 520 515 510 505 500 <, 11/20/15 N O Z P- � to M LO coCNI r'. (0 (n (0 r- a.CD O Q O O C4S Ir— N �_ Cr ON Cr CISCISN a CISN Q LL CNN N cc CN N CN N CN N LN N N = 00 M N N N LO J W n LO � Y Q ,N^ 4/ LO LO O W LO ■ D LO LO O O O L O = L 33+00 33+50 34+00 34+50 35+00 35+50 36+00 -414 O' BRIAN A. V McPETERS a b LIC. No. 041405 �O Flo NAL Han A McPeters 015.11.20 10:31:32 -05'00' Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER 535 530 525 520 515 510 505 500 p rn E Fw— O z > m r m w m Q 0 Ld z W Q W N m Im V Luce) 'Mn LL J " 0 (0 M �— O Q LL 0 L + M Q Q 0N(-n`Q I..L� ` ) rn 1 �/ / W LO o I.J. � N N ti W CV "' m CV U J Q Cu > Cu Q O > LL - LL Ci) LO O CU — 7 i L N C/) 00 z U I—& cy) Y L O U C) w -x, V, 3t ', € DATE <, 11/20/15 PROJECT NO. O Z 113038015 O O N N 00O "*#R-105 M Z ; z (n (0 ® O Q O O 0 O 0= U_ � Q LL z _� Q z N O� = 00 M O J W n > (0 Y Q ILONo O W ■ D N O L, w " ..g O O O O = p rn E Fw— O z > m r m w m Q 0 Ld z W Q W N m Im V Luce) 'Mn LL J " 0 (0 M �— O Q LL 0 L + M Q Q 0N(-n`Q I..L� ` ) rn 1 �/ / W LO o I.J. � N N ti W CV "' m CV U J Q Cu > Cu Q O > LL - LL Ci) LO O CU — 7 i L N C/) 00 z U I—& cy) Y L O U C) w -x, V, 3t ', € DATE <, 11/20/15 PROJECT NO. " 113038015 SHEET NUMBER "*#R-105 z C; i3, s .. YJ / Ti,4P s y f � � ....... �j f� 4»»3 vi/%,'.J/: r'^'•„ OlL j%>'',/J%/ s, yhi'h yy,& :G% ,<:,;%;F:i;.r,?nsic NY J'.,.. {„Jj , D 13. j 'r,':,tf, �, ' ' 4 EXIST. R/W TIE �:. END co T 7- 61 SO NST i S 0TH pANTOP A. 61 / OURB & SID�I TrN�,,,..,,.,.:.. S D +05.43 WALK.w R• CONST �.. 0.ter„ -,M 1 S D. ._ 200ROTE 9 0- k.. M .�f TOP, J/r.✓ J / rri It /J `y ,/,"-EXI,,ST*,, R/W 58 DO NOT DISTURB00 .s Z50 5.43; ~u r s �. +,r ,..,, _ .. , /s s"a A TEA 'H G” 33, .,....... M..._._:,... W .:::;iii ..:�rJi% uiiiiiiiJii. �roiroi..'ai ' r: .,................ •.. :.... ;faa:cpa , n „. 2,Nro ,... "^^.,....«...., ........... ... ....,. ....., ^')af:,,,ror,:>„«„ R AXE ED a,. 24 ....... :.. PT 0w +96.9,4 ^ (,.CSA) f $�...._ CONSTRUCTION NOTES: 1. THE CONTRACTOR, WHEN WORKING ALONG THE EAST SIDE OF S. PANTOPS DR., SHALL TAKE MEASURES TO PROTECT THE EXIST. UNDERGROUND UTILITIES ALONG THE CORRIDOR. f 2. THE CONTRACTOR SHALL VERIFY THE ELEVATION OF THE CONFLICT OF THE STORM PIPE WITH THE EXISTING WATER LINE NEAR 58+00 LT PRIOR TO ORDERING STRUCTURE 106-2 AND BEGINNING WORK ON THE STORM SEWER ALONG S. PANTOPS DR. 3. CONTRACTOR SHALL TEST DIG THE WATER LINE WHEN IT IS LOCATED UNDER THE THROAT OF 106-1 PRIOR TO CONSTRUCTING STRUCTURE 106-1 TOP UNIT. IF THE CLEARANCE IS LESS THAN 18” THE CONTRACTOR SHALL COORDINATE WITH THE COUNTY PROJECT MANAGER. 4. CONTRACTOR R WILL ADJUST ALL AC SA UTILITY BOXES TO GRADE AND SET ACCORDING TO ACSA STANDARDS. 5. CONTRACTOR SHALL EXCAVATE AND VERIFY WATERLINE PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL RELOCATE ALL MAILBOXES WITHIN THE PROJECT LIMITS PER VDOT STANDARDS, UNLESS OTHERWISE INDICATED. LEGEND Ai — STD. CG -6 REQ'D PI = 56+15.14 A = Q2 — STD. CG -2 REQ'D 04' 24' 27" T = 102.40' Q — STD. HYD. CEMENT SW, W=5' 1300.00' Q — STD. HYD. CEMENT SW, W=4' 0 — Q — STD. CG -12, TYPE A REQ'D N Z z Q H Z W N Q6 — STD. CG -12, TYPE B REQ'D Z D O W w J L0 — Q — STD. CG -12, TYPE C REQ'D I- p O 00v 3 ■ D N O J ' W 0 A8 — EXISTING PIPE TO BE REMOVED W=+ _ Ag — EXISTING PIPE TO BE ABANDONED — — — — — — PROPOSED LIMITS OF CONSTR. IN CUT Cn W C/) '` ' — — — PROPOSED LIMITS OF CONSTR. IN FILLAL � ' Lo _ Q N ti m N MODIFIED DI -413 SECTION NOT TO SCALE FLOW INTO MOD. DI -413 g" 15.5" MIN. WATERLINE ALL DIMENSIONS NOT SHOWN ARE TO MEET STD. DI -4B 5' MIN. SPECIFICIATIONS. CONTRACTOR TO COORD. WITH UTILITY OWNER TO ADJUST UTILITY BOX TO GRADE RELOCATE EXIST. FIRE HYDRANT ASSEMBLY (INCLUDES ADJUSTMENT TO GRADE) ADJUST FIRE HYDRANT ASSEMBLY TO GRADE RELOCATE WATER METER RELOCATE WATERLINE VALVE ADJUST UTILITY CASTING TO GRADE PROPOSED PAVEMENT DEMOLITION MILLING AND OVERLAY OF PAVEMENT PROPOSED CONCRETE ITEMS_ '+v% IF S F. , E 4 f . 196-1 CONVERT EXIST. STRUCTURE TO 1 MOD 0I-413 (L=14') REQ'D (SEE SHEET CR -106) H = 5.9' INV. 411.3 IS -1 INLET SHAPING REQ'D TO BE CAST IN PLACE 105-2 1 STD DI -38 (L=16') REQ'D H = 7.4' INV. 420.8 IS -1 INLET SHAPING REQ'D 196-2 TO 106-1 165 L.E. -15" STOR01 SEWER PIPE REVD @ 5.73% (5.9' COVER) INV. (IN) 420,81 INV. (OUT) 411,36 NOTE: ALL DRAINAGE STRUCTURES OVER 4' IN HEIGHT SHALL HAVE STD 5T-1 STEPS INSTALLED SPD -1 PI = 56+15.14 A = 09' 00' 29" RT. D = 04' 24' 27" T = 102.40' L = 204.39' R = 1300.00' PC = 55+12.74 PT = 57+17.12 e = MATCH EXIST. V = 35 MPH SPD -2 PI = 59+46.67 A = 21 ' 47' 31 " RT. D = 07' 09' 43" T = 154.00' L = 304.27' R = 800.00' PC = 57+92.67 PT = 60+96.94 e = MATCH EXIST. V = 35 MPH ii L� ~ / 2 / , f 4/ ,fJ J , y F. ...fro' f J7. l 1 7- ,.r M 1 i ..- PS DR. 3 1 pp,N 2 .., SOUTH 7+92.67 STA O 56+28.54 ILSTR• DR_ CNS BEGIN CPA TOPS SOUTH Ill o BRIAN A. x McPETERS a LJc. Na 041406 n. "ZONAL_ Brian A McPeters 2015.12.03 10:06:29 -05'00 �i IamWt+fom $ Associates, Inc. Richmond, Virginia ROADWAY ENGINEER 2 N T 0 O ✓/fp " 'f Mfr r CIDmss'' ,<;:/ W55 6 EXIST. R/W W O� `' ^ :., ., ..pro....................,^� 54 co a W Z J PC 5_5'+_f 4 10" .. ....�.............w ..... ,»_.....,,,». - 'F TO STATE FARM BLVD. # SHEET REFERENCES CA -002 PROP. ALIGNMENT DATA CG -205 GRADING PLAN CR -106A S. PANTOPS ROADWAY PROFILE m w i -- Q 0 V) Z 0 '_ V ! W Of MMMMMMIWA O O M o N p M pp N O M Q z j m or ®Szom Q_Lo U = w OU m N 0_ X Q o Q w O N Z z Q H Z W N F— O m 2 - 00 w r z Z D O W w J L0 z tO Y .� 3 Q a to J O I- p O 00v 3 ■ D N O J ' W _Z OJ U 3 0 O C:) 0 (I. W=+ O Q U o Q m Q m W m m J U to O w w V S U W F— r z Z D O W L0 Q �1 I- p W J Z F- O C:) F— O W=+ _ Q 0Q ' U)F N Cn W C/) Q W _j � ' Lo _ Q N ti m N Q cc LL LL O w C1 (D +�/ .� Co Zoo ra 0 o DATE 11/20/15 a PROJECT NO. 113038015 SHEET NUMBER Y CR -1 06