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WPO202200004 Plan - VSMP 2022-02-07
W Q LLJ Q W vas J LJ a; p Z Z W m J Z Q > m W i m U II U > Z 0 ry (n O 12� U) o0 12� :D W D a_ C/) 0 (n FOR INDEX OF SHEETS SEE SHEET 1A THIS PROJECT WAS DEVELOPED UTILIZING AUTOCAD'S DESIGN PACKAGE (CIVIL 3D). CIVIL 3D Computer Identification No. 113188 OFFICE 0101,02111M1'JI.� (t lulllrl1OWN11=10119� (t 1 (676y1�11� ird 'HWAY STAT' HIG OF ��� Ell : or �IR GINZ� ALBEMARLE)COUNTY ROUTE1217 (THE SOUARE) STATE 1- tutICAL AIu J I A I t SHEET PROJECT ROUTE PROJECT NO. FHWA 534 DATA 2JO04 VA. 1217 (NFO) 1217-002-R7/ (SEE TABULATION BELOW FOR SECTION NUMBERS) II FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA ROUTE 1217 (THE SQUARE) OAK STREET CLASSIFICATION URBAN LOCAL STREET - ROLLING - UNDIVIDED URBAN LOCAL STREET - ROLLING - UNDIVIDED CROZET MASTER PLAN TYPOLOGY URBAN STREET URBAN STREET Fr: INT. OF RTE. 240 (CROZET AVENUE) Fr: INT. OF LIBRARYAVENUE To: 0.061 MI. E. OF RTE. 240 (CROZET AVENUE) To: 0.074 MI. N. OF INT. OF LIBRARY AVENUE ADT (2017) 700 N/A ADT (2029) 598 2,382 DHV (2029) 61 243 D (%) (Design Hour) 90% 24% V (MPH) 25 MPH MIN 25 MPH MIN TC STD. TC5.11 ULS TC5.11 ULS DESIGN CRITERIA GS-8 GS-8 DESIGN VEHICLE SU-30 I SU-30 OF 240 (CROZET AVE.) FROV,o T00o 0.060V/. i i�AVEO) � o OF RTL o 240 (CROZET CA 195 STATE LINE . COUNTY LINE . CITY,TOWN OR VILLAGE RIGHT OF WAY LINE. FENCE LINE . x x UNFENCED PROPERTY LINE. FENCED PROPERTY LINE. _ _ x— WATER LINE . I SANITARY SEWER LINE. g GAS LINE g ELECTRIC UNDERGROUND CABLE. E TRAVELED WAY. — — — GUARD RA L — — — RETAINING WALL. RAILROADS G BASE OR SURVEY LINE o � M O M LEVEE OR EMBANKMENT. M MWOMMMW MEMI BRIDGES . CULVERTS IlIN�IMIIIlNAl1�I1YM�1111N1 DROP INLET. . POWER POLES. TELEPHONE OR TELEGRAPH POLES. TELEPHONE OR TELEGRAPH LINES, T HEDGE TREES .0 p p 0. p HEAVY WOODS . mrrirrrm GROUND ELEVATION GRADE ELEVATION. w w uF €I THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN AS AWARDED, HAS BEEN SEALED AND SIGNED USING DI( SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELEC FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAI` INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE C CONSTRUCTION PLANS. FOR INFORMATION RELATIVE TO FILES AND LAYERED PLANS, SEE THE GENERAL NOTES. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO F AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE NECESSARY BY THE DEPARTMENT. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE DEPARTMENT'S 2020 ROAD AND BRIDGE SPECIFICATIONS, AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUI . __... THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL REVISION 2, Population 98,970 (2010 Census) AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONI PDF VERSION OF THE PLAN ASSEMBLY. ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND WIDENED IN ACCORDANCE WITH STANDARD TC-5.11ULS, EXCEPT WHERE OTHERWISE NOTED. THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL SIGNATURES, ARE FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY. ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES, IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW. FI/RW PANS FEBRUARY 5, 2021 THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER STATE FEDERAL AID TYPE UPC EQUALITIES LENGTH INCLUDING LENGTH EXCLUDING BRIDGE TYPE PROJECT SECTION BRIDGES) BRIDGES) PROJECT DESCRIPTION N0. PROJECT NO. CODE NO. N0. PROJECT FEET FEET MILES FEET MILES PE-101 PENG 113188 314.99 0.060 314.99 0.060 PRELIM. ENG Fr. INT. OF RTE 240 (CROZET AVENUE) n To: 0.060 MI. E. OF RTE 240 (CROZET AVENUE RW-201 ROWA 113188 350.71 0.066 350.71 0.066 R/W Fr INT. OF RTE. 240 (CROZET AVENUE ) o: 0.066 MI. E. OF RTE. 240 (CROZET AVENUE) n N C-501 1000 113188 314.99 0.060 314.99 0.060 CONSTRUCTION Fr. INT. OF RTE. 240 (CROZET AVENUE ) To: 0.060 MI. E. OF RTE. 240 (CROZET AVENUE) Project Lengths are based on THE SQUARE (ROUTE 1217) CONSTR. �3 REVISED TIER 1 PROJECT LOCALLY ADMINISTERED PROJECTS ALBEMARLE COUNTY --------------------- NAME OF LOCALITY (SIGNATURE) — — — — — — — — — — — — ----------- NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED) ------------------------ RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION DATE TRANSPORTATION ENGINEER (SIGNATURE) ---------------------- NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED) ------------------------ RECOMMENDED FOR APPROVAL FOR CONSTRUCTION DATE TRANSPORTATION ENGINEER Copyright 2019, Commonwealth of Virginia PROJECT SHEET NO. 12/7-002-R7/ l PROJECT MANAGER-MATT-KEETMAN,L434) 872450L SURVEYED BY, DATE IINCnLN SURVEYING. 2/212019 DESIGN SUPERVISED BY RRIAN M('PFTERS, E (X2 EY-HLRAL DESIGN BY 21MLEYIEQRN & AS, OCIA=, INC. SUBSURFACE UTILITY BY, DATE A(' UMABL_0I/3_Q/2L19 I I 191GlA ALBEMARLE COUNTY Mint Springs I FPPM galley Park MAVMPPt Z66 RLg ( p 769 0A0 '`g SPM R BA((gN0° 610 CT DUNG 4 $iy�P� yyz, st S( Oq L> t ccy \➢T'M�i?n °EOgcF a�3 �� oy Car,.. Wile p1r11E5 zet x _ p WP �� P!� 3EGa G g S 9E`1 '�I m j Wahbd -A payYGflto . s o Irnnch PtVC -it BRAEBURN sr ��¢ �S 0PW P ...NY µ W E S�q ,.\ E /q tlsgd WAVIANo e y TcQ PARK `S` q WW NILL E A 9 GP 9 : a p °Oo a MB V l y BAflGAMIN 11 Bfl h WTH'R Czet E TC pA D 24 sr� 4 c' SEE GRID F2 oa CTANS IT V N / fuAHG �CILY R�' MIN PARKA II / / WEST Y 0 PT `" y 2PAR SIDEI � �g' Saa a �0 � ST Ay o V"I�L' 0 691 OOOMP `!` p\GGE �¢ S\GGG �c °gOpH�°°qNE 4�HF//'�� O IW 0.0VE\P °+ ROSE gV`NB N Park! S King Family Vineyards PI FNGEIL � � . / I L�.,I 1 o %y>PAEAD.i. Ax I to LA PINE LAW yPOG C .. UO\R 'I iiPL_ SHM1ggC J mat — OAK OR G O9p �y r!y C is FARM e $l 9L CAnLIN s^ _4 °° CA £SiOWN 'P ° �YIQ YON'n — Old- raIll GC (;:. 0 \ e c� DR 24 a E GAE \ _OAVISL�0. c _ Cyee RgnS Meado OJosep HER H Q NLfiomx Piedmont WnSVile E RU ffv: puN °VARN 250 P� . Soy CFDgWa m APilstia � 14Hills WA Ba or0 797 tISI /� mBaestern 7RCOi emarle TI :1F63 5 TUCKER g HS a0 0 � s r4n�h _TORES C GL.E",? Ip MERAi I�E� F NI(�i4iE 663 \FE MILL tA �yE — Exit107 PAT G HFgiHER ER ON BURGHS v A 8? . J "yy Mistyl main b ND N<W - Campground -. I' IAR Ro °ps a eek . o e — ..•, DaAy I S rLZ.s aoyN G' ��a SUM" UM '•.. M EAARM NEIOIN FARM .- E♦G�� O / $ aD � `� 4lit 668 NRBWBI:' RO MIDWAY WYANT BLACZ .. M\TVN � fpPtA LA D WGO WN BEPM', A LA,so w PP��GPgF � . ;UR £ WUOL�,.I 0 AMP _ Eq. IN us e°i`` ROAD p ctto 637 f E c WAVERTREF A,r p0a - doG°S rosTER D 669 635 637 t. �Oc 69 ; a �� � nce � � C — �• Miller S h 68g SCALE 0 26001 46001 Copyright KAPPA Mop Group Permitted Use Number: BJE07/3 STATE ROUTE I PROJECT FEET VA I /2/7 /2/7-002-R7/ I lA C-50/ DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Ir1! D E��0 aS 1!1 E E T� SHEET NO. l lA 1p DESCRIPTION TITLE SHEET LOCATION MAP / INDEX OF SHEETS ITT /Tl—IA/AV /IATA rl/rt—T STATIONS &�L46�G�T��&E������ i//Y I(T_A/OI Tll _A/Z`OrR��C II CT�IAI/ CT IIP �l A/ A 1/CHH S�Ll TORM�JWATER COMPLIANCE DATA SHEET OA 7-LJ011 E70 OI11AI' J/ 2C EROSION & SEDIMENT CONTROL NARRATIVEDETAIL SHEET EROSION !f! A y( T&& 1p1"lk�ITCATTT AN19 G6,nTTRAMP &E;F1I )f)Ar)c/nC" QQ/€1Q0AA�^Cl(AAAAAOV COCOT 2 '€AIC0A/ QC n//�^= 3 ROADWAY PLAN THE SQUARE - OAK STREET - CROZET AVENUE - ALLEY - STA. STA. STA. STA. /00.00.00 200,00.00 400.00.00 300.00.00 TO TO TO TO STA. STA. STA. STA. 104.00.00 203.87.35 401,50.00 302.00.00 _ ! _!.. _ ! _ !I OAK STREET STA. II 200-64.08 TO STA. 205,87.35 A A / ! // TO STA. 302-00.00 3B EROSION AND SEDIMENT CONTROL PLAN - PHASE If THE SQUARE - STA. 100,00.00 TO STA. 104,00.00 OAK STREET - STA. 200.00.00 TO STA. 203,87.35 CROZET AVENUE - STA. 400.00.00 TO STA. 401.50.00 THE ALLEY - STA. 300a00.00 TO STA. 302.00.00 3C EROSION AND SEDIMENT CONTROL PLAN - PHASE lI THE SQUARE - STA. /00.00.00 TO STA. 104.00.00 OAK STREET - STA. 200.00.00 TO STA. 203.87.35 CROZET AVENUE - STA. 400.00.00 TO STA. 401�50.00 7LI C ATTTI ^C1'TCC—J THE ALLEY - STA. 300,00.00 TO STA. 302,00.00 4 GTHE SQUARE SITE PLAN AND DRAINAGE THE SQUARE - STA. /00.00.00 TO STA. 102.72.00 CROZET AVENUE - STA. 400.00.00 TO STA. 401.50.00 THE ALLEY - STA. 300,00.00 TO STA. 302,00.00 4A THE SQUARE GRADING PLAN THE SQUARE - STA. /00.00.00 TO STA. 102.72.00 CROZET AVENUE - STA. 400.00.00 TO STA. 401,50.00 THE ALLEY - STA. 30000.00 TO STA. 30200.00 5 OAK STREET SITE PLAN AND DRAINAGE THE SQUARE - STA. 102.72.00 TO STA. 104.00.00 OAK STREET - STA. 20/-35.00 TO STA. 203,87.35 5A OAK STREET GRADING PLAN THE SQUARE - STA. 102.72.00 TO STA. 104.00.00 OAK STREET - STA. 20/-35.00 TO STA. 203.87.35 6 OAK STREET SITE PLAN AND DRAINAGE OAK STREET - STA 200,00.00 TO STA. 201.35.00 6A OAK STREET GRADING PLAN OAK STREET - STA. 200.00.00 TO STA. 20/a35.00 7(l) DRAINAGE DESCRIPTIONS 7(2) STORM SEWER PROFILES TOTAL CROSS SECTION SHEETS: 8 (SEE CROSS SECTION SHEET It FOR INDEX OF SHEETS) * INDICATES SHEET IS NOT INCLUDED IN THIS SUBMITTAL FI/RW PANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED° PROJECT SHEET NO. 12/7-002-R7/ /A PROJECT MANAGER -MATT-/ EBTMAN,(434) 872450L___ SURVEYED BY, DATE 11NCnLN SURVEYING, 2/2U2919 DESIGN SUPERVISED BY RRIAN M('PFTERS, E (ZAdLEY-HQa2 DESIGN BY 2lMLE I1 ORN & ASSOCIA=, lNc. SUBSURFACE UTILITY BY, DATE AC UMALK_0I/3Q/2Q19 WATER QUANTITY SUMMARY PRE -DEVELOPMENT Outfall Area (acres) CN Tc (minutes) 2-yr Q (cfs) 10-yr Q (cfs) A 0.51 96.6 5 2.52 3.84 B 1.00 1 98.0 1 5 1 5.02 7.59 C 2.20 1 97.5 1 5 POST -DEVELOPMENT 1 10.99 16.66 Outfall Area (acres) CN Tc (minutes) 2-yr Q (cfs) 10-yr Q (cfs) A 0.43 95.5 5 2.09 3.21 B 0.44 95.3 5 2.13 3.28 C 1.79 95.9 5 8.79 1 13.40 PRE -DEVELOPMENT OUTFALL OVERALL AREA (acres) OVERALL CN Tc (minutes) SITE AREA SITE CN A 0.51 96.6 5 0.11 95.4 B 1.00 98.0 5 0.61 98.0 C 2.20 97.5 5 POST -DEVELOPMENT 1.34 97.8 OUTFALL OVERALL AREA (acres) OVERALL CN Tc (minutes) SITE AREA SITE CN A 0.43 95.5 5 0.04 83.4 B 0.44 95.3 5 0.07 93.8 C 1.79 95.9 5 0.85 94.6 WATER QUALITY SUMMARY DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 BMP Design Specifications List: 2013 Draft Stds & Specs Site Summary - Linear Development Project*** Total Rainfall (in): 43 Total Disturbed Acreage: 0.47 Site Land Cover Summary Pre-ReDevelopment Land Cover (acres) STORMWATER A soils B Soils C Soils D Soils Totals %of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 0.00 0.00 0.03 0.03 6 Impervious Cover (acres) 0.00 0.00 0.00 0.44 0.44 94 0.47 100 Post-ReDevelopment Land Cover (acres) A soils B Soils C Soils D Soils Totals %of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf(acres) 0.00 0.00 0.00 0.21 0.21 45 Impervious Cover (acres) 0.00 0.00 0.00 0.26 0.26 55 0.47 100 Site Tv and Land Cover Nutrient Loads Final Post -Development Post Post- Adjusted Pre- (Post-ReDevelopment Development & New Impervious) ReDevelopment (New Impervious) ReDevelopment Site Rv 0.64 0.64 -- 0.91 Treatment Volume (ft3) 1,087 1,087 -- 1,545 -rP Load (lb/yr) 0.68 0.68 -- 0.97 Total TP Load Reduction Required (lb/yr) -0.09 N/A*** N/A*** ***This is a linear development project Final Post -Development Load (Post-ReDevelopment & New Impervious) Pre- ReDevelopment TN Load (lb/yr) 4.89 6.94 `E C-10MPLIANC., SHEET OUTFALL A /S A DRAINAGE INLET ON THE EAST SIDE OF CROZET AVENUE AT THE CROZET AVENUE & THREE NOTCHED ROAD. IN ORDER TO MEET WATER QUANTITY REQUIREMENTS AT THIS POINT THROUGH THE ENERGY BALANCE EQUATION, THE PROJECT IMPROVEMENTS WILL DIVERT A PORTION OF THE STORMWATER RUNOFF DRAINING TO THIS INLET TO THE PROJECT'S THIRD OUTFALL POINT (OUTFALL C). AFTER EXITING THE PROJECT SITE, OUTFALL B AND OUTFALL C'S FLOWS ARE CONVEYED THROUGH A CLOSED STORM SYSTEM UNTIL IT AN OUTFALL AT JARMANS GAP ROAD TO THE NATURAL CHANNEL DRAINING TO POWELL'S CREEK. THE CLOSED STORM SYSTEM THROUGH WHICH IT FLOWS WAS CONSTRUCTED WITH THE TWO CONSTRUCTED STREETSCAPE PROJECTS IN DOWNTOWN CROZET. THE FLOW IN THIS CLOSED STORM SYSTEM WILL CONTAIN THE 10-YEAR STORM BECAUSE THIS SYSTEM WAS DESIGNED TO CONVEY A "FULL BUILD -OUT" RUNOFF FOR THE 10-YEAR STORM. THE "FULL BUILD -OUT" DESIGN ACCOUNTED FOR FUTURE DEVELOPMENT OF OFF -SITE DRAINAGE AREAS (SUCH AS THE SQUARE AND OAK STREET IMPROVEMENTS). FURTHER, THE CONCRETE PIPE SYSTEM WILL ENSURE THE 2-YEAR VELOCITIES WILL NOT BE EROSIVE WITHIN THE CLOSED STORM SYSTEM. THE DOWNTOWN CROZET STORM SYSTEM DRAINS INTO A STABILIZED NATURAL CHANNEL BEGINNING ON THE SOUTH SIDE OF THE JARMANS GAP ROAD & CARTER STREET INTERSECTION. SIMILAR TO THE UPSTREAM CLOSED STORM SYSTEM, THIS CHANNEL WAS DESIGNED TO THE "FULL BUILD -OUT" CONDITION AND ACCOUNTS FOR THE SQUARE AND OAK STREET IMPROVEMENTS DEVELOPMENT. DURING CHANNEL DESIGN, SIX CROSS SECTIONS WERE SELECTED TO ANALYZE AND VERIFY NON -EROSIVE VELOCITIES FOR THE 2-YEAR STORM AND ADEQUATE CAPACITY FOR THE 10-YEAR STORM. THE RESULTS OF THIS ANALYSIS SHOWED THE CHANNEL CONTAINING THE 10-YEAR FLOWS AND NOT ERODING DURING 2-YEAR VELOCITIES. THIS PROJECT WAS ANALYZED UNDER THE GUIDANCE FROM VDOT'S INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM (l&/M) 1I1kf-LD-195.12, DATED JULY 2019. PER SCENARIO 3 OF THIS I8e1M, FULL DEPTH RECONSTRUCTION OF PAVEMENT WITHIN THE EXISTING PAVEMENT FOOTPRINT THAT MAINTAINS THE ORIGINAL PURPOSE OF CONSTRUCTION IS CONSIDERED DISTURBED AREA FOR E&S PURPOSES, BUT NOT SWM PURPOSES. UTILIZING THIS METHODOLOGY, THE TOTAL DISTUUBED "A -SITE" AREA USED FOR SWM PURPOSES WILL BE CONFINED TO THE LIMITS OUTLINED IN SCENARIO J. THE IMPROVEMENTS ASSOCIATED WITH THIS PROJECT REDUCES THE TOTAL PHOSPHOROUS LOAD FOR THE "A -SITE" AREA BY 0.09 LB/YR THROUGH THE CONSTRUCTION OF PERVIOUS AREA. THUS, THIS PROJECT SATISFIES WATER QUALITY CRITERIA. Pre- Final Post -Development Post-ReDevelopment TP ReDevelopment TP Load per acre Load per acre TP Load per acre (lb/acre/yr) (lb/acre/yr) Ib acre r 2.06 1.45 1 1.45 PRE -DEVELOPMENT OUTFALL OVERALL AREA (acres) OVERALL CN Tc (minutes) SITE AREA SITE CN A 0.51 96.6 5 0.07 93.8 B 1.00 98.0 5 0.16 98.0 C 2.20 97.5 5 POST -DEVELOPMENT 0.24 96.7 OUTFALL OVERALL AREA (acres) OVERALL CN Tc (minutes) SITE AREA SITE CN A 0.43 95.5 5 0.04 83.4 B 0.44 95.3 5 0.07 93.8 C 1.79 95.9 5 0.36 89.8 OUTFALL A I I I I LEGEND STATE ROUTE VA 11217 HEEL PROJECT 1217-002-R71 C-50/ 1H DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Kimley-Horn & Associates, Inc. Richmond, Virginia HYDRAULIC ENGINEER BUCKINGHAM BRANCH RAILROAD THE SQUARE (ROUTE 1217) OUTFALL B PROJECT AREA ("A -SITE" - QUANTITY) - - - POST -DEVELOPMENT OVERALL DRAINAGE AREA ® POST -DEVELOPMENT "A -SITE" (QUANTITY) IMPERVIOUS LAND COVER NOTE: 1. SEE HYDRAULIC REPORT APPENDIX B FOR "A -SITE" POST QUALITY DRAINAGE MAP I I I � ° I I I ti LU I O ® I I OUTFALL C PROJ. BY OT�I / / FI/RW PANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED° SCALE 0 50' 100' PROJECT SHEET NO. 12I7-002-R71 I H PROJECT MANAGER—MATT-IEETMAN,L434J8Z2450L SURVEYED BY, DATE 11NCnLN SURVEYING. 2/212019 DESIGN SUPERVISED BY RRIAN M(PFTERS E (XIMLEY-HLRAL DESIGN BY _SIMLLLhDRN & AS, OCIA=, INC. SUBSURFACE UTILITY BY, DATE AGCUMABL_OI/3_L2L19 EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS ! M10111111111111111TI 411 0 MR, F IATI 1 MS-1 Any area that has reached final grade must receive temporary or permanent soil stabilization within 7 days. Areas not at final grade that will remain dormant longer than 14 days must have temporary soil stabilization within seven days. Areas that will be dormant longer than one year must have permanent soil stabilization. MS-2 All soil stockpiles and borrow areas must be stabilized or protected with sediment trapping measures. Temporary protection and permanent stabilization shall be applied to all on -site soil stockpiles and borrow areas and soil intentionally transported from the project site. MS-3 Permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive, and will inhibit erosion. MS-4 Sediment basins and traps, and perimeter ESC measures intended to trap sediment must be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. MS-5 Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately upon installation. MS-6 Sediment basin and trap design information. ** MS-7 Cut and fill slopes must be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. MS-8 Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. MS-9 Whenever water seeps from a slope face, adequate drainage or other protection must be provided. MS-10 Inlet protection is required for all storm inlets that will be made operable during construction MS-11 Before newly constructed storm water conveyance systems are made operational, adequate outlet protection and any required channel lining must be installed in both the conveyance channel and receiving channel. MS-12 When work in a live watercourse is performed, precautions must be taken to minimize encroachment, control sediment transport, and stabilize the work area to the greatest extent during construction. Non -erodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used if armored by non -erodible cover materials. MS-13 When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of non -erodible material must be provided. MS-14 All applicable federal, state, and local regulations related to working in or crossing live watercourses must be met. MS-15 The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. MS-16 Underground utility lines shall be installed in accordance with the following standards in additions to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged so that it does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Re -stabilization shall be accomplished in accordance with these regulations. f. Comply with all applicable safety regulations. MS-17 Construction entrances are required at all access points to the construction site. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This applies to individual development lots as well as to larger land -disturbing activities. MS-18 All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures must be permanently stabilized to prevent further erosion and sedimentation. MS-19 Adequate outfall information ** ** MS-6 and MS-19 deal with the design aspects of the plan. For further information, please consult the latest edition of the Virginia Erosion and Sediment Control Handbook. Also, refer to the sediment basin/trap design tables and the adequate outfall table located on the "Erosion and Sediment Control Standard Details/Calcs."sheet. Any variance to the above listed minimum standards must be requested and approved in writing. EROSION AND SEDIMENT CONTROL NARRATIVE SITE LOCATION: This project is located at the intersection of The Square (Route 1217) and Oak Street adjacent to Crozet Avenue (Route 240) in Albemarle County, Virginia. PROJECT DESCRIPTION: Project construction will consist of roadway and sidewalk improvements and parking facilities along The Square (Route 1217) and Oak Street. EXISTING SITE CONDITIONS: The site contains asphalt —paved Urban Local Streets with on —street parking and sidewalk facilities_ Site topography ranges from flat to moderate slopes. ADJACENT AREAS: This site is adjacent to commercial properties, with access from Crozet Avenue (Route 240) and from connecting streets. OFF —SITE AREAS: Several off —site areas will be disturbed for the project. Areas include construction of fill and cut slopes, construction of temporar erosion and sediment control measures, utility relocations, and permanent drainage features (including culverts and7or storm sewer). SOILS: The project corridor consists of silts, sandy silt and silt sand soils (Hydrologic Soil Group D) CRITICAL AREAS: N/A EROSION AND SEDIMENT CONTROL MEASURES: Erosion and Sediment Control p lans have been included and depict erosion control construction sequencing, temporary silt fence, temporary seeding, inletprotection, and permanent seeding. PERMANENT STABILIZATION: All disturbed areas will be stabilized with permanent seeding immediately following finished grading. Seeding will be done per the Roadside Development Summary Sheet 2X. STORMWATER RUNOFF CONSIDERATIONS: This project complies with part IS of the VSMP regulations. It meets Channel Protection and Flood Protection criteria at all three outfalls via A —Site Energy Balance. SEQUENCE/MAINTENANCE: a.) Contractor shall provide 48 hours notice to the project manager prior to the start of construction. II The CRLD must be at the pre —construction meeting. c.) Environmental Engineering Inspector must be notified of the offsite borrow or spoil location at the on —site pre —construction meeting. d.) All erosion control measures shall be installed as the first step in the clearing process. e.) No erosion control measure shall be removed without approval of the Environmental Engineering inspector. f.) All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities until stabilization is achieved. g.) Access to properties shall be maintained at all times. II Driveway material shall be replaced with some or better material. i.) The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control device shall be made immediately. j.) The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the Environmental Engineering Department. II The USACE wetlands must be flagged prior to land disturbance issuance. I.) The contractor shall have pipe barrels and riser structures on —site prior to any land disturbance permit issuance. CALCULATIONS: Pipe Capacity and Channel Adequacy calculations are included in corresponding Drainage Narrative Report. 1992 3.05 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. / Jill FLOW / 4" 3. STAPLE FILTER MATERIAL 4, BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. � FLOW II�_II. =III SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I I u. -- \/ A FLOIrt B A POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant III - 25 Plate 3.05-2 TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia'Regulations AVAC50-30I Erosion and Sediment Control Regulations. ES-2: The plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8: During dewatering operations, water will be pumped into an approved filtering device. ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. VI-15 Albemarle County Design Standards Manual — Engineering NSr4UC-10n ACCE59 3" SV-24.AS-HA T -O° CO., RSC -EXIS INC �7 PAVFVFNT 6" MIN, 2'A AG R AIE BASE PROFILE II STONE.. 70' M'N. CONSTRUCTION ASPI fALT PAVED ACCESS --A r'® FWASHRACR 'NUS' EXTEND FLL_ A'IDTH t—POSITVE DRAINAGI L I TO SEDIVENT OF INGRESS AND EGRESS + TRAPPING ^,I VP. OPERATION PLAN 2' VIN SECTION A —A A nunumun water tap of I itch must be installed with a muuummn 1 Duch ballcock shutoff vah'e supphul, a wash hose with a (hmuetehof 1.9 inches for adequate constant pressure. Waslh water nnhst be carried away fronh he enhance to an apphoved setliam area to reuuove sedunent. All se(limehut shall be pieN,eute(i fi-ouI entemus xtonu (hails, (filches or watercourses. PAVED WASH RACK NO SCA_E 1992 Page R of 23 STATE ROUTE I PROJECT HEEL VA I /2/7 /2/7-002-R7/ I 2C C-50/ DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY 1992 3.07 BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET ASCREEI Wk11N111E GRAVEL FILTER RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT — 4 < k SEDIMENT WIRE SCREEN 2' X 4' WOOD STUD \1� CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. - GRAVEL SHALL BE VDOT //3, #357 OR #5 COARSE AGGREGATE Source: Va. DSWC III - 45 FI/RW PANS Plate 3.07-8 THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED. PROJECT SHEET NO. 12/7-002-R7/ 2C PROJECT MANAGER_Ad.ATT_EBTMAd(,_(434)=-450L SURVEYED BY, DATE IIN('LN SURVEYING 212112019 DESIGN SUPERVISED BY RRIAN MCPFTERS. E 6K[YLEY-HnRNI DESIGN BY _fIMLEL_ 0RN R AS, OCIA=, INC- SUBSURFACE UTILITY BY, DATEAr.'CUMARK 011=20/9 1060./- EP: 40/+50 00 6 JIDEWA EASEME MNF D.B. 378 P. 14, 2 V AT Iy •18PINE35 v) F y °: CA 195 R -on NO CURVE PJ. - 400+74.41 4 0 - /7/0/7106 LT I171I W 11`I N� I, Qz 'O z0 °P L� EXIST.. . o W -fu0*74 BEGIN CONNECTION Man STA 100#0921 THE SOUARE CSX TRANSPORTATION, BEGIN , EN STA 400+J7.37 CROZET c 4 AVENUE CONSTR. 1 GONG. WEEK — E OROS ° P. R/W g �o OAL OS BEGIN CONNECTION EXIST. R/W ��`�� STA�il*88.00 ALLEY CONSTR. 4 i OJP�`J LP X5793, 5 I� CRO0"OIVENUE CONSTR. 2 STORY G BLOCK p (ROUTE 240) 0 & CIIIVIFANY PLAT GRANTING REALTO 2 (`!``' O K5 AREA TO TMP 56A2-1-23 #5785 UNRECORDED TMP 56A2-01-23 K COLE W. SANDRIDGE JR. g ¢•i TMP '1A Nmm� W.B. 161 P. 712 6 J 5793 THE SOCA E, LLC �mN D.B. 766 P. 163 )v X J D.B.4498 P 300 0�� D.B. 149 P. P. PLAT 5 \ \)-•L� Bp, D.B, 4197 P, 637640A PLAT �m>> O D.B. 397 P, 543 PLAT vPmo �P• EXIST. R/W ��rN WOOD ` 2 ♦ Din"' SHED PLAa NG �Al/ I �nuu9'i+rinu AREAT UNRECORDEDDII\ E050 1-24 COUNTY OF ALBEMARLE, VIRGINIA D.B. 4185 P. 277 D.B. 4185 P. 285 PLAT D.B. 3783 P. 550 PLAT D.B. 776 P. 650 D.B. 163 P. 80, 82 PLAT D.B. 72 P. 21 SSMH 02 57 STA SSMH I 709.26 IN 8" PVC 701.52 OUT 8" PVC 701.46 SSMH 701,14 SDMH 707.74 OUT 15" HDPE 700.50 10' ALLEY STATE FARM 01207 1 STORY FRAME TMP 56A2-1-21 EMNPEA, LLC D.B. 4357 P. 321 D.B. 3572 P. 674 D.B. 4357 P. 327 PLAT D.B. 1432 P, 540, 542 PLAT REGION TEN 01205 1 STORY BRICK TMP 56A2-1-20 MICHAEL B. ALEXANDER D.B. 4389 P. 576 D.B. 3797 P. 357 D.B. 3697 P. 147 D.B. 4389 P, 580 PLAT 1 aiv^' 120A TMp 56A2-- XANDEF MICHAEL B. ALE D.B. 3797 P. D.B. 1600 P. 191368 PLAT D.B. 3697 P. PARKING SPACE SUMMARY 5/ NORMAL 4 HANDICAP 55 TOTAL 1217) l;A CSX C/YU l.V/►J/ rV. AN i0/ TRANSPORTATION /OJ+6JA6 THE S CONSTR. EXIST R/W ® TMP 56 CS% TRANSPORTATION, ON, INC. D.B. 4185 P. 277 r D.B. 21 D.B. 85 P. 287 PLAT \\ P. \ / 37 D.B. 3783 P, 550 PLAT E. K oR � Fro_------ GfXIgNA �O/„ ARKWAY X� �3O �'3 cp�c PHARMACY J/ "Gib NvuS PROP TEMP. CONSTR. �g-00 F d5771. SLOPE EASE. STORY PROP. R/W 0 o BLOCK 1p BLOCK U 3-AC TMP 56A2-01-23A. l� PTV SMER LAND TRUSI ARL TE .DA ® PTV D.B. 6 P. P. 545 CHARLOTTE B. DAMMANN I ® PTV D.B. 2136 P. 551 PLAT o AND SARA LEE BARNES (3 PTV D.B. 4355 P. 10 I Nmmi D.B. 833 P. 3 Nam. wv D.B. 4355 P. 13 PLAT arnNr� • D.B. 324 P. 92 PLAT D.B. 3868 P. 414 VEPCO I p� N��oo D.B. 4049 P. 138 I ti ° IT, R/W p _ �aC rn m �D ti STD. - Es - „W 10' ALLEY ^„ ^„^ TYP II—i T T GR -1900516W' �1/ lSA M EE F \ � M \ TV VEPCO EASEMENT P TEMP. CON T R. D.B. 3868 P. 414 H p ENTR. E EE W A5763 11 L TMP 56A2-01-71D 1 STORY CHARLOTTE B. DAMMANN FRAME GO I AND SARA LEE BARNES D.B. 4355 P. 10 F- - D.B. 833 P. 3 I D.B. 4355 P. 13 PLAT X5761 ' 1.1 D.B. 324 P. 92 PLAT 1 STORY IIXNF D.B. 3868 P. 414 VEPCO P MP. CONSTR. I L.1 D.B. 4049 P. 138 \ T SLOPASE. 185 T-19005LL M I 14.65 GRATE I ' r 711.64 zo wm IN 6" PVC 705.79 (ROOF DRAIN) OUT 15" RCP 705.43 E TMP 56A2-01- wN CHARLOTTE B. DA AN I �a AND SARA LEE BAR m D.B. 4355 P. 10 3 , D,B. 833 P. 3 00 EXIST. R/V D.B. 4355 13 PLAT I D.B. 324 P. 92 PLAT D.B, 4049 P. 138 , I ' IF �GPT I GRATE , TV GPT 15" IN 15" IN RCP 699.96 OUT 15" RCP 699.67 (� TVP DOM ,E55 TR TP 15' UTILITY EASEMENT D.B. 4355 P. 13 D.B. 4233 P. 206 T D.B. 4066 P. 250 E O MNF ti ti OON O O a J CABLE EASEMENT O M a a D.B. 4233 P. 206 > > VEPCO EASEMENT w o JN w o J� D.B. 4222 P. 199 <a CABLE ' D.B. 4 om om OAK STREET CONSTR. - m m w . a Sl3 R/W O O w OBEGIN CONSTRUCTION 200.64A8 OAK STREET CONSTR. LILk,6A 714.36 MNF-n TMP 56A2-01-70 CORE PIEDMONT, LLC D.B. 5134 P. 473 GO ° ° CO D.B. 4355 P. 13 PLAT D.B. 4046 P. 496 PLAT 000 D.B. 3886 P. 575. 586 PLAT SDMHX3A D.B. 4696 P. 640 COUNTY OF ALB. 71430 D.B. 4426 P. 590 CABLE D.B. 4302 P. 185 VEPCO EXIST. R/W D.B. 4233 P. 206 CABLE D.B. 4222 P. 199 VEPCO 6 D.B. 4186 P. 629 EASEMENTS O, D.B. 4066 P. 250 VEPCO D.B. 3871 P. TELEPHONE PUNGS ° W — 24487VEP Ile9m0aT5 O O CONSTRUCTION 0i TFop EASEMENT 05. +T . 8SVC1: 0o L UBRARY AVENUE BP: LIBRARY ANENUE Q7nQr w vAR1Es r u 15" 9 t0• COMMUNICATIONS EASEMENT D.B. 3871 P.244 — i ': PROP. R/W 3 c� (UPC 113385) Kimley-Horn & Associates, Inc. Kimley-Horn & Associates, Inc. ` � Richmond, Virginia Richmond, Virginia HYDRAULIC ENGINEER ROADWAY ENGINEER v>w v 104 `SM 9 I\ \ a. \ I \ I \ _ c�Ro -off PROP. R/W Blcrc�00 a (UPC 113385) I X5 , Curve SOR_01 M OG PI = 103*07.99 DELT28°38'545'l3"(RT) ooy T = 25.302' REVISED STATE STATE SHEET N ROUTE PROJECT 12/7-002-R7/ VA 12/7 PE-10/, RW-20/, C-50/ 3 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY LEGEND PROPOSED HEAVY DUTY PAVEMENT PROPOSED LIGHT DUTY PAVEMENT PROPOSED CONCRETE MILL AND OVERLAY/BUILD UP DEMOLITION OF PAVEMENT SCORED CONCRETE SIDEWALK — — — PROJECT BY OTHERS (UPC 113385) ® PARKING COUNT Eq.---DENOTES CONSTRUCTION LIMITS IN CUTS EF7— DENOTES CONSTRUCTION LIMITS IN FILLS NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. 2 I ATER , SEMENT �Dy`�.p L - 50.336 R = 200.00' PC = 102-82.689 PT = 103+33.025 UTILITY OWNERS e= Norma Crown I PROP. R/W Telecomm: Water and Sewer: i Comcast Albemarle County Service Authorhy PROP TEMP. Philip Perry Jeremy Lynn 1 �CONSTR. SLOPE EASE. 324 W. Main Street 168 Spotnap Road GR EL i Charlottesville, VA 2290/ Carlo#esv/lie, VA 22911 L Phone. (540) 769-7043 Phone: (434) 977-4511 ext. 114 I @ Philip-errWomcast com 1 Power: TMP 56A2-01-71 CROZET NEW TOWN ASSOCIATES, LLC Century Unk, Inc./ Dominion Virginia Power D.B. 4568 P. 724 1 I D.B. 3886 P. 588-589 PLAT Level 3/Owest Jeff Carter D.B. 806 P. 252 PLAT D.B. 4266 P. 518 TELEPHONE 1 Theresa Bryant l719 Hydraulic Road D.B. 4265 P. 706 VEPCO //On 1 BLOCK D.B. 4186 P. 629 EASEMENTS 417-419 W. Main Street Charlottesville, VA 22901 1 WALLS D.B. 4182 P. 355 VEPCO D.B. 3871 P. 244 COMMUNICATIONS 1 Charlottesville, VA 22901 Phone: (434) 972-6731 D.B. 3855 P. 487 VEPCO 1 D B. 814 P. 672 ACSA Phone: (434) 971-1371 (Office) Jeffrey LCarter�dominlonenerav com D.& 236 P. 565 VA PUBLIC SRV COMP. ZONED: HEAVY INDUSTRY (434) 806-6826 (Cell) teresa brvantyicenturyllnkcom 1 JA7E LINE EAEnpEN " D.B. 4186 P. P29 Lumos Network IVEL Jared Morris STREET OSP Engineering Manager _—� ELLISON STORM SCHEDULE 524 W. Broad Street — — i (40') GRATE#1 1 .37 Waynesboro, VA 22980 NOTES: (UNOPENED) NSAPPROXIMATE 711,40 (FROM NORTH EAST) Phone: (540) 949-3466 1. INCIDENTALS CAN BE FOUND ON SHEETS EMH OUT 15" RCP 710.85 (TO GRATEd2) 17160 — ' Fax: (540) 943-3333 4, 5, AND 6. GRATEX2 714 5" RCP 708.31 (FROM GRATER¶ moms 1D01um0snef.00m 2. THE CONTRACTOR SHALL TAKE MEASURES GUT 15" RCP 707.34 (TO GRATEX3) TO PROTECT THE EXIST. UTILITIES WITHIN GRATEX3 713.34 Albemarle County Schools THE PROJECT LIMITS. IN115 707,3 RCP 7(FROM GDMHX3A) IN 15" RCP 707.34 (FROM GRATEX2) Robert ReJonls - OUT 15" RCP 707.24 (TO GRATEX4) Phone. (434)-872-4569 SDMHX3A 10' VEPCO EASEMENT 7'4.3o IN 6" PVC 711.10 IFROM FILTERRAI Fax. (434)-984-80/8 D.B. 4265, P. 706, 712 (PLAT) 10' CENTEL EASEMENT OUT 15" RCP 710,34 (TO GRTEX3) RRefonisokl2albemorleorq D.B. 4266, P. 518, 522 (PLAT) GRATEX4 712.23 IN 15" RCP 705.09 )FROM EAST) REFERENCES IN RCP 706.91 (FROM 3) OUTT 15" RCP 704.72 (TO GRATE#5RATEX51 GRATE#5 (PROFILES. DETAIL & DRAINAGE 708.60 N 15" RCP 701.96 (FROM GRATEp4) DESCRIPTION SHEETS, ETCJ IN 15" /��� IN 15" RCP 701.99 (FROM NORTH1 1 PROP. R/ II OUT ,5" POP 70,.74 1/ (UPC 113385) / Survey Alignment Data & ID EMH i / Existing Conditions Sheet 17.22 - EMENT 0 CENTELPEAS87 EMENT (P/ 77 Construction Alignment Data IE D.B. 3871, P. 24j'21";/ / /L Roadway Profile 3A E&S Phase l Plan 38 E&S Phase ll Plan 3C 1=1 ooM Entrance Profiles 3D The Square Site Plan and 4,5 Drainage PE The Square Grading Plan 4A,5A nnnn Tie Square Signing and 9(3) Marking Plan Oak Street Site Plan and 5,6 B�BYT RI21P.PhCi`RCH / Drainage D. . 1770, PG. 367 Oak Street Grading Plan 5A,6A ��. 145, PG. 231 (PLAT) Oak Street Signing and 9(3) IF Marking Plan Drainage Descriptions 70) Storm Sewer Profiles 7(2) Traffic Signal Plan 8(3) FI/RW PANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED. SCALE PROJECT 12/7-002-R7/ 0 25' 50' SHEET N0. 3 PROJECT MANAGER-Al-ATT-EBTMAd(,_(434)=-450L— SURVEYED BY, DATE IIN('nLN SUR EYING 2/2112019 DESIGN SUPERVISED BY RRIAN MCPFTERS. E 6K[YLEY-HnRNI DESIGN BY--LVLEYIEQRN R AS, OCIA=, INC- SUBSURFACE UTILITY BY, DATEAr.'CUMABK-0113D=9 EP. II 'MNF EASEMENT{ D B. 378 U P. 14, 2 AT TO BE PLACED APPROX. 150 LF NORTH FROM THE SQUARE & CR0;fj1 AVENUE INTERSECTION I 1 \ OO III � B i BEGIN CONNECTION STA 400+37.V CROZET AVENUE CONSTR. I@ 31 B EXIST. R/W --I 0 O J 1P 103+2420 THE SQUAW STA 401+16.45 CROZET AV BEGIN PROJ. 12/7-002-R7/ PE-101 & C-501 /03+63A6 THE Sol STA 1OOl 2/ THE SOUARE CONSTR. CONSTR. EXIST R/W 100+12.33�t �I SQUARE CON 8 ---------- — ---------- _ PROP R/faY —\ \ EE E \ E E \VFO \ /0 \ (ROUTE 1917) \'11 B, 0 1EX421 P. 275 \ S OdO�E e D.�4185 P. 287 PLAT \ EMPkY C0I / \ yF \ \ \ \ \ \ NO/�yERN FACE OFOWI V11ill \ \ \ \ \ \ \ 'I STA 30/+88 ALLI �CROZET AVENUE CONSTR. (ROUTE 240) CONSTR. I I E c .�6 ALLEY CONSTR. ALLEY CONSTR. w� PLS OTHERS) 10' COMMUNICATIONS EASEMENT D.B. 3871 P.244 — A <� WPM O D m 0 \ I Q _ � XIST. R' J'IM — . — .. \ \ IM \ \ PROP TEMP. L'ONSTR. ( \ \ I SLOPE EASE. I\ PROP. m -A I \\ I I r I oI C M R/W Ic \ 'fill 11 - 2 I ATER • SEMENT 6'$W ` E6„ T T 10 _ D I F IF WV I PROP. R/W M \ DE. PD 86,, PROP TEMP. CON ro_ \ —� PROP TE MP. ENTR. I TSF-A I CONSTR. SLOPE EASE. II P MP. CONSTR. I \ \ T SI0Pt EASE. = 1� \ I O -7 N I I / \V I *ATE LINE EA D.B. 4186 P. \ J BIF it � TVP Q 1 p 15' UTILITY EASENIENTTR Vj 55 TP 1 WV ,.,0 P-U D.B 4355 P. 13 E T — ° nso, D.B. 4233 P. 2 3 MNF D.B. 4066 P. 25017 J I I CABLE EASEMENT 0 M I I — D.B. 4233 P. 206 VEPCO EASEMENT D.B. 4222 P. 199 .EASEMENT '�CESS ASEE. Z 6 P. 590 418 P, 6 w OAK STREET CONSTR. o m O 1 10' VEPCO EASEMENT wPROP. R/ II ^�' -i 1` /D.B. 4265, P. 706, 712 (PLAT) AS 0 IN N < N . ,1' D.B.10'°4 ENTEL 66, PE5 8EM 22T (PLAT) > 200#64.08 OAK STREET CONSTRI, - 1 °° C/ MNFO i14.36 1 I _ 1 CC* Co 0 ATE► I .37 GRA /�- I 1 17 2 [�1. 10' VEPCO EASEMENT EXIST. All -B I I I C 855, P. 487, 494 (PLAT) MV D.ENT B. 3871, P. 244, 248 (PLAT) o ° I IsW Iw M Iy/ E�0 O V OM I 1- 1 � O 2 I N�+ Y �,ONSTRUOTION p 0o I V 1 PF TEMP EASEMENT D.B. EB aWV \ \ \ wv O PI it �E ) 1 \ \ l I i BP:11200�vr00 N\ C \ \\ I\ 1 o \ 1 I \ IF -10 EXIST. R/W REVISED STATE STATE SHEET N ROUTE PROJECT VA l2/7 /2/7-002-R7/ 3B C-50/ DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Kimley-Horn & Associates, Inc. Richmond, Virginia HYDRAULIC ENGINEER Denotes Temporary Silt Fence, St'd EC-5 Type A IP-A Denotes Inlet Protection, Type A; St'd EC-6 IP-e Denotes Inlet Protection, Type B; St'd EC-6 LOD Denotes Limits of Disturbance THIS SHEET FOR PHASE / REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ Survey Allgnment Data & ID Existing Conditions Sheet Construction Allgnment Data /E Roadway Plan 3 Roadway Profile 3A E&S Phase ll Plan 3C Entrance Profiles 3D The Square Slte Plan & 4,5 Dralnage The Square Grading Plan 4A,5A The Square Slgning & 911 Marking Plan Oak Street Site Plan & 5,6 Dralnage Oak Street Grading Plan 5A,6A Oak Street Slgning & 911 Marking Plan Dralnage Descrlptlons 7(/) Storm Sewer Profiles 70 E&S CONTROL ONLY FI/RW PANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED. SCALE PROJECT SHEET NO. 12/7-002-R7/ 3B 0 25' 50' PROJECT VANAGER—Ad.ATT-EBTMAd(,_(434)=-450L— SURVEYED BY, DATE IIN('LN SUR EYING 212112019 DESIGN SUPERVISED BY RRIAN MCPFTERS. E 6K[YLEY-HnRNI DESIGN BY-fIMLEL_ 0RN R AS, OCIA=, INC- SUBSURFACE UTILITY BY, DATE ACCUMABK-011 120/9 EP: SIDE'WAI 'M IIF EASEME D.B. 378 ' P. 14, 2 A TO BE PLACED APPROX. 150 LF NORTH FROM THE SQUARE & CRO,;O' AVENUE INTERSECTION C -- B BEGIN CONNECTION STA. 400►37X CROZET AVENUE CONSTR. 31 A 5 6 JE Y CONOU/T EX/ N FACE OF OW T \ ' • •5 CROZET ' IOM921 SQUARE CONSTR. /1 CONSTR. =1q�Y[i "a 9AWt''4! •:• :(%AFT,Q�•1EXIST R1W •• • • " p /�/� __ — REVISED STATE -t- IN PROD• 0867-002 R72 STATE ROUTE PROJECT SHEET N �_ (BY OTHERS) VA /2/7 /2/7-002-R7/ 3C l RW-201 C-50/ ,T 10, COMP BNI38 ,IONz 4EASEMENT DESIGN FEATURES RELATING TO CONSTRUCTION 15' VEPC EASWNT OR TO REGULATION AND CONTROL OF TRAFFIC D.B. 412P 3 MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY R s4 Kimley-Horn & Associates, Inc. \ Richmond, Virginia PROP RI- W — 24 O \ \\� HYDRAULIC ENGINEER E E �� IO IRE 120 \ \ 12 �� \04y1 P. 275 \ SO�O�E D.R4\5 P. 287 PLAT I 1� =N=�[ % I WE 1ClAtiJ01+ldi� .. AVENUE I 4 E BP•. EXIST. R/W STA ALLEY CONSTR. wry s MNF EXIST. R/W ` - S49°34��,•E ems; EROSION AND SEDIMENT CONTROL LEGEND* D \\\� \ 0IF W / \ Denotes Temporary Silt Fence, St'd — . — .. I �� \ EC-5 Type A . /L\ \ \ I \ \\ II\ \ \ \ \\�\� IP-A Denotes Inlet Protection, Type A; St'd EC-6 PROP TEMP. CONSTR. \ \ I D \ I SLOPE EASE. m _ I\ \ L\\ IP-e Denotes Inlet Protection, Type B; St'd EC-6 PROP. \ z �j \ I I r- ; \ LOD Denotes Limits of Disturbance \ I _ I I M \_C1I I 6"W <1 — / 2 D ATER • SEMENT tit T VEPCO EASEMEN TEMP. CON D.B. 3868 P. 414 _ ENTR. E E. o TSF-A I Off_ P MP. CONSTR.-Ai 1 1 I 1 \ � I TVP OOM �F55 TR TP 16' UTILITY EASEMENT D.B. 4355 P. 13 D.B. 4233 P. 2T _yL O D.B. 4066 P. 25050 PROP. R/W \ I \ I -4' PROP TEMP. CONSTR. SLOPE EASE. LQ I I I I I I I I I 1 I P-B I p 5 /C WATE D.B. LINE EA 4186 P_ EN D J 130 I 1 WV //�1�� pp Vv1 CABLE EASEMENT -- VEPCO P. 1 VEPCOO EASEMENT T D.B. 4222 P. 199 JAEASEMENT '7ESS ASE^. �.B, 4426 P. 590 418E P. 6 OAK STREET CONSTR. 1 10' VEPCO EASEMENT PROP. R//►I��� I ^ \ D.B. 4265, P 706, 712 (PLAT) ,10' CENTEL EASEMENT BEGIN CONSTRUCTION ,Y D.B. 4266E P, 518E 522 (PLAT) 1 200#64.08 OAK STREET CONSTR. 9 11 THIS SHEET FOR PHASE 2 ERRA 001 I REFERENCES MNP 714.36 is I (PROFILES. DETAIL & DRAINAGE 1 1 °° RAT _ DESCRIPTION SHEETS, ETCJ O O 37E, I I I 1 / g BRA I 11 ,zz �� / Survey Alignment Data & ID EXIST. R/ 11 713. IP-O i0 55, P. 487MENT 494 IPLAT) / Existing Conditions Sheet I s MV I 1°' CENTEL EAST` AT) D.B. 3871E P. AS Construction Alignment Data lE O 1- �� Roadway Plan 3 570 Roadway ° 1 / \ I 1� o°M\ E&S Phase r l )Plan 3B l �1 2 �� Entrance Profiles 3D I — °��� � The Square Site Plan & 4,5 T10N ° O O 1 Rp�; �, Drainage TFiUO , W GIN P , PP TEMPOpgEMENON°'B� \ O �o\ \ \ WV � R2���' r ' The Square Grading Plan 4A,5/ �V B 1 �- The Square Signing & 90) 1 1 P101' THE 1 �_ _i Marking Plan (13YBP: 20570O 0 D /� �� Oak Street Site Plan & 56 I N � - I � L �- � Drainage 0 Oak Street Grading Plan 5A,6/ Oak Street Signing & 90) Marking Plan Drainage Descriptions 70) Storm Sewer Profiles 70 E&S CONTROL ONLY FI/RW PANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED. SCALE PROJECT SHEET NO. PE I 12/7-002-R7/ 3C 0 25' 50' :I 3I DI 5 �1 of 6 a' PROJECT VANAGER_Ad.ATT_EBTMAd (J4)=-450L — REVISED STATE STATE SHEET SURVEYED BY, DATE IIN('LN SURVEYING 212112019 ROUTE PROJECT DESIGN SUPERVISED BY KRIS, MCP A=, INC- (1SLMLEY HnRNI — THE SQUARE SITE PLAN AND DRAINAGE l2/7-002-R7/ DESIGN BY �fIMLEY_t{QRN R ASSOCIALES. lNC- SUBSURFACE UTILITY BY, DATE__ACCUMABK_0I1=2.0J9 VA 12/7 RW-20/, C-50/ 4 SIDEWALK EASEMENT D.B. 3783 P. 14, 24 F' �� a� \4� 0 CROSSW SIGNAL P, ® 18PINE35 LEGEND //\ STD. CG-2 REO'D. 0 STD. RADIAL CG-2 REO'D. Q STD. CG-3 REO'D. Q STD. RADIAL CG-3 REO'D. 5 STD. CG-6 REO'D. 0 STD. RADIAL CG-6 REO'D. 0 STD. CG-12, TYPE A REO'D. Q8 STD. CG-12, TYPE B REO'D. s STD. CG-12, TYPE RII REO'D. l0 STD. UD-4 REO'D. ll STD. FE-CL REO'D. l2 STD. FE-CL DOUBLE SWING GATE REO'D. l STD. SI-2 REO'D. l 4' STD. HYD. CEMENT SDWK. REO'D. l 4" STD. HYD. CEMENT SDWK. REO'D. l6 WHEEL STOP FULL DEPTH SAWCUT A ADJUST EXIST. UTILITY TO GRADE l9 EXIST. UTILITY POLE TO BE RELOCATED BY UTILITY OWNER ® EXIST. PIPE TO BE CLEANED OUT © DO NOT DISTURB — — — PROJECT BY OTHERS (UPC 113385) O# PARKING COUNT LQ____ DENOTES CONSTRUCTION LIMITS /N CUTS E77— DENOTES CONSTRUCTION LIMITS IN FILLS NOTE: DOT — DOT — DASHED LINES DENOTE TEMPORARY EASEMENTS. NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. NOTES: I. SEE SHEET 3 FOR UTILITY OWNERS. 2. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE EXIST. UTILITIES WITHIN THE PROJECT LIMITS. Kimley-Horn & Associates, Inc. Richmond, Virginia HYDRAULIC ENGINEER Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER cvic-r onu REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ Survey Alignment Data & Existing Conditions Sheet Construction Alignment Data Roadway Plan Roadway Profile E&S Phase l Plan E&S Phase ll Plan The Square Grading Plan The Square Signing & Marking Plan Drainage Descriptions Storm Sewer Profiles /D /E 3 3A 3B 3C 4A 9(3) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY ff W W ^i ti �1 C) V FI/RW PANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED° 7(/) SCALE 7(2) 0 10, 20' PROJECT SHEET NO. 12/7-002-R7/ 4 PROJECT VANAGER-Ad.ATT-EBTMAd(,_(434)=-450L SURVEYED BY, DATE IIN('nLN SURVEYING 212112019 DESIGN SUPERVISED BY RRIAN MCPFTERS. E 6K1YLEY-HnRNI DESIGN BY-fIMLEY_t{ORN & AS, OCIA=, INC- SUBSURFACE UTILITY BY, DATE--ACCUMABK-011 12.0J9 SIDEWALK EASEMENT D.B. 3783 W P. 14, 24 AT 00� /\ 712.24 P/ME 0 U / /00 713.3/ P/ME I 713.79 P/ME / l\ J.,70 TC 7/4.5 / 7/4Tc.66 �� TC A U /o CONC AVER CROS WALK I CR0SSVVLK SIGNAL OST :.. I LP / ,Ir 30 I u u /l NF 18PINE35 I I 1 �13.27 \ I 1 TC I 1 I B 713.37 � �'�8 r�Fo I s Tf . 7/4.29 ��• �TC,� \ F 1W k OAfrn P N FA C 714.70 SW/ME 14.62 714.46 S . R/W 714.46 SW/ME T; CROZET AVENUE CONSTR. EXIST. R/W rb, A i 1'6m'' GRADING NOTES 1. SW: SIDEWALK 2. TC: TOP OF CURB J. BC: BOTTOM OF CURB 4. P: PAVEMENT 5. ME. MATCH EXISTING 6. CONTOURS ARE IN r INTERVALS LEGEND - - PROJECT BY OTHERS (UPC 113385) THE SQUARE GRADING PLAN _ _ TC oU ------------------- E 4 720.7 _ TC LT AND GRA EL 4 `�XRKING �- - T _ \ T T T \ T�1\ T T T� \ E T\jk I" i A C) TVFO TVFO TVFO TVFO REVISED STATE STATE SHEET N ROUTE PROJECT 12/7-002-R7/ VA /2/7 RW-20/, C-50/ 4A DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY \ _ Kimley-Horn & Associates, Inc. N Richmond, Virginia \� \\ ROADWAY ENGINEER PROP. R/W EXIST. R/W CHAINL INI\ FENCE ------------------------------- 722.53 72% / \ 722.06 T C 723.37 \ Q \\ TC TC LO LQ \\\\ \\� 3 ti \\ .,LLJ tii \ \ \ 723.07 LQ \ T T TC T TVFO E E E E E E �� E \ �3 �I, TVFO TVFO TVFO TVFO TVFO TWO \TV FO � \ q 6 \ �+ A \N� �% \ \ �f \�� 723.00 N \ , THE SQUARE CONSTR. TC (ROUTE /2/7) \ l02 O Q �- - \ \ 4' CF�� FA�FMF 7/9.52 T �- 1 P. 27 vv W �V 721.3/ 722.12 A 7 .07 717\5 $ 718.28 719.55 �� 719.86 72228 \ \ TC \ C TL\\ 7/7.TC 2 718.54 7% �� \ \ \ \ TC P \ ' --- \ 7 . O 720.48 TL . 716.90 \ 718.15 7/7.09 T 7/9.08 7/9.84 I P P a� U 719.94 \ 722./2 3.25% TC TC/BC l77 P I TC TC/BC / 5/• \ TC �I ---- \ \ P I TC �,RI° 13� 1•� 1� 72 .78 \ � 716.80 \\ 7/ 17 ��.00 I 720.00 �� 0.32 P \ 721.97 \ TC 715.97 \ 7/7.7 718.94 8. 719.02 72 720.44 720.60 721.11 P TC S TC TC TC/BC TC/BC TC 718.09 7/8.47 720.10 719.78 ___ ____________ \ - _ 716.27 Slynn TC 7/Y04 7/7.33; 7/7.84 7/8.50 O H E 720.39 720.73 LQ #' ^� 721.27 722.I0 �`v zt EXIST. R/W W SW ; Sw TC/ME TC SW ' EXIST. SW/ME SW/ME - �� \ TC/BC S , 717.48 I 718.56 FFE C - - - P/ME SW/ME 720.38 720.43 r 720.8/ 2t.0l•24 FFE TC PROP. R/W Q 7/7.05 FFE 716.94 IPR Q \ N E 1 718.41 SW/ME WIME _ TC/BC TC 7n'� SW/ME BOX \ TC/ME FFE FFE 720.40 72025 PROP. TEMP. CONSTR. _ SLOPE -EASE. I ALLEY CONSTR. REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ Survey Alignment Data & 1D Existing Conditlons Sheet Constructlon Alignment Data lE Roadway Plan 3 Roadway Profile 3A E&S Phase l Plan 3B E&S Phase ll Plan 3C The Square Site Plan & 4 Drainage The Square Slgning & 9(3) Marking Plan Drainage Descrlptlons 7(l) Storm Sewer Profiles 7(2) THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED. SCALE PROJECT 12/7-002-R7/ 0 10, 2T SHEET NO 4A PROJECT VANAGER_Ad.ATT_EBTMAd(,_(434)=-450L SURVEYED BY, DATE IIN('LN SURVEYING 212112019 DESIGN SUPERVISED BY RRIAN MCPFTERS. E 6K[YLEY-HnRNI DESIGN BY _fIMLEL_ 0RN R AS, OCIA=, IN(' - SUBSURFACE UTILITY BY, DATE__ACCUMABK_011=2.0J9 m r^ C) G r J OAK cT REET SITE° -LAN' 0 - 1 DRAINAGE r_7� /PROP TEMP. CONSTR. co SLOPE EASE. O / O U� m ITT / 1 7 PROP. R/W - / IU1 I ------------- ------ - — — — I 5' CONC. SIDEWALK I5„ III i►1�I���1 ..� h;q. �.MAW, a I • — Q F_00 m z ------------------- a-) m ----------- -o m-------------------- -- I�--- ------------------------------ PROP. R/W C . c i iPITZ �1 " I 6 LEGEND /A STD. CG-2 REO'D. 0 STD. RADIAL CG-2 REO'D. Q STD. CG-3 REO'D. Q STD. RADIAL CG-3 REO'D. 5 STD. CG-6 REO'D. Qs STD. RADIAL CG-6 REO'D. 0 STD. CG-12, TYPE A REQ'D. Q8 STD. CG-12, TYPE B REO'D. s STD. CG-12, TYPE RII REO'D. to STD. UD-4 REQ'D. ll STD. FE-CL REO'D. l2 STD. FE-CL DOUBLE SWING GATE REO'D. l STD. S1-2 REO'D. l 4' STD. HYD. CEMENT SDWK. REO'D. l 4" STD. HYD. CEMENT SDWK. REQ'D. is WHEEL STOP FULL DEPTH SAWCUT A ADJUST EXIST. UTILITY TO GRADE l9 EXIST. UTILITY POLE TO BE RELOCATED BY UTILITY OWNER ® EXIST. PIPE TO BE CLEANED OUT © DO NOT DISTURB — — — PROJECT BY OTHERS (UPC 113385) O# PARKING COUNT LQ____ DENOTES CONSTRUCTION LIMITS IN CUTS E77— DENOTES CONSTRUCTION LIMITS IN FILLS NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. STATE STATE SHEET ROUTE PROJECT 1217-002-R71 VA 1217 RW-2019 C-501 5 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Kimley-Horn & Associates, Inc. I Kimley-Horn & Associates, Inc. Richmond, Virginia Richmond, Virginia HYDRAULIC ENGINEER ROADWAY ENGINEER MATCHLINE THE SQUARE CONSTR. STA. 102+72.00 - SEE SHEET 4 /r O /r , I PC: 102.82.69 EEylsr� FENCE 5' CONC. SIDEWALK O R G = • ' ' i 69� .d 5LL / s I N�IN�Sb� b�M�S772 IV m 18 ° L5] /0 I 7 ►ri M Q N N 203 "02 = F` N26016'59'E cn ° m J l8 Z ` �F F_ s M 5 SOR_0/ n -� I i PROP TEMP. CONSTR.- SLOPE EASE. _ _ _ _ — PROP. R/W -\ n STD. FE-CL a SWING GATE L - 14' REO'D. "TD CG-9D RE ,-3P TYPE 111 CRAPE •671% � 01 (qY OTHE 1 ,,'' `� 7p3"3,302 1 1/ J I <.�'�4"0SIDEWALK I .�` 1 0 7- --� - ----�- / / W \�� s THE S06/A ��NSTR. � , _D -------------- / a / / / l / (ROUTE 129) �� N n m Cn / / / // / / Fn ITT PROP. R1W l l / / // / / l PROP .3 83 5) .PROP TEMP. CONSTR. l / (UPC 11 SLOPE EASE. (UPC 113385) NOTES: I. SEE SHEET 3 FOR UTILITY OWNERS. 2. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE EXIST. UTILITIES WITHIN THE PROJECT LIMITS. Curve SOR-01 P1 = 103.07.99 DELTA = 14'25'13"(RT) D = 28°38'54" T = 25.302' L = 50.336' R = 200.09 PC = 102-82.689 PT = 103-33.025 V = 25 MPH e = Normal Crown REFERENCES (PROFILES. DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ Survey AlIGnment Data Exlsting Conditions Sheet Constructlon Alignment Data 1E Roadway Plan 3 Roadway Profile 3A E&S Phase l Plan 38 E&S Phase ll Plan 3C Entrance Profiles 3D Oak Street Grading Plan 5A,6� Oak Street Signing & 9(3) Marking Plan Drainage Descriptlons 7(l) Storm Sewer Profiles 7(2) THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED. SCALE 0 10, 20' PROJECT 1217-002-R71 SHEET N0. 5 PROJECT VANAGER-Ad.ATT-EBTMAN. ( J4)=-450L- REVISED STATE STATE SHEET N SURVEYED BY, DATE ZINC.' LN SURVEYING 212112019 / / I 1 �Y �� ROUTE PROJECT DESIGN SUPERVISED BY RRIAN MC,0 TERS. E 6VMLEY-HDRNL %� /��/� n/ p�/ / DESIGN BY-fIMLEL-E0RN & AS, OCIA=, INC- - OAKI ST REE, lJ o / �VJ < / V E ' 'P' /' , ' / 12/7-002-R7/ SUBSURFACE UTILITY BY, DATE-ACCUMARK-OI/=2.0J9 )- F/ VA 12/7 � 5A RW-20/, C-50/ \ I DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED / \ NECESSARY BY THE CITY \\ _ �y m PROP TEMP. CONSTR. TEMP. CO STR. I SLOPE EASE. Kimley-Horn & Associates, Inc. - - SLOPE ASE. Richmond, Virginia ,i _ � ROADWAY ENGINEER m I 9 �y m �� \ - �� - - T� ; - - - - - - - MATCHLINE THE SQUARE CONSTR. STA. l02 72.00 SEE SHEET 4A C PROP. R/W 722.62 0 �� W 7/ . 716.06 - �'ROP. R/W 1 719 66 o / _ _ _ _ SW Cj SW/ME SW Sw _,_---_ / - - - - J m _ ------ ---- -- � - - - - - 720.5 - - - - - - - - - 102+82.69 i VQ)j 11 ��a, �715.96 / T- 7/9.55 rn l9. 5 � 720.E 72042 � // 722.69 SSW D i sw S SW / mac' SW l / 7/ 08 ' 722.70 i FT ' O I 7/5.87 / 00 0) N / m / // 722.7 , 722.3/ 722.85 ° N 7/ . TC S 9i / S >� / �� / TC 722.28 TC M m _ T m i = 3 OAK STREET CONSTR. = < -U ��� I �� TC/BC TC/BC O -� � _ c 1 D - 2 2 < n , N l 203 1 z �7 m / _. 7I8.89 / N26°I6'59'E / 722.3/ �ry9 m D /54 7/5.64 J N P 720.06 �2 x �- t- - m I TC TC 3 7/7.63 9� N CA � TC 7/ .a D�° ^� 72 . i 722.65 57 I � �Fo i, P 5 1 7/9.46 - 5 / / , �. TC / `Li / TC TC �• n C 0 � / 20.17 pI• 722.05 / a l• 5 g'/• TC 2� TC 0 I J PI . R J5OI 3' S 719.57 720.47 A� 720.92 72L25 72/.40 � / N ( OTHE 1 ,, ; iO3. �l TC w / , P TC/BC Tun 721.84 IV / / � 719.87 7/9.99 / 72/.25 // TC 09 , 722./ / 722.44 j tit /5. // D '��� ^� / �� ^� 7/8.99C �\ w ^� 72/.45 TC 72/C94 TC^c� // l SW TCTC/BC TC ' o ///-------�/ ------��- ----/ /l l � THE SO -CZNSTR.; �� / _ _ '------------------------ I i � / - - w------------------ / 722.04 722.64 / / / (ROUTE IM l T3 ` ------------�------------------------- 11� D // // SW/TC / SW x- It`--- - D-------------------- / PROP. R/W m l i/ , ND FT / I \ z PROP TEMP. CONSTR. SLOPE EASE. l GRADING NOTES 1. SW: SIDEWALK 2. TC: TOP OF CURB 3. BC: BOTTOM OF CURB 4. P: PAVEMENT 5. ME: MATCH EXISTING 6. CONTOURS ARE IN I' INTERVALS LEGEND - - PROJECT BY OTHERS (UPC 113385) REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ Survey Alignment Data & ID Existing Conditlons Sheet Constructlon Alignment Data lE Roadway Plan 3 Roadway Profile 3A E&S Phase l Plan 3B E&S Phase ll Plan 3C Oak Street Slte Plan & 5 Drainage Oak Street Slgning & 9(3) Marking Plan Drainage Descrlptlons 7(l) Storm Sewer Profiles 7(2) 1 FI/RW PANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED° SCALE PROJECT 12/7-002-R7/ 0 10, 2T SHEET NO. 5A PROJECT MANAGER—MATT—WERTMAN, ( 34)87Z450L SURVEYED BY, DATE 11NcnLN SURVEYING, 2/212_019 DESIGN SUPERVISED BY RRIAN M('PFTERF, E (XAdLEY-HDRALL DESIGN BY —fflMLLLL0RN & AS, OCIA=, INC. SUBSURFACE UTILITY BY, DATE AC UMABK-01/3_Q2Q19 00 e Tu ITT UD a i Co D z C) 3 � N 3' D I 5 �1 o I a' /A STD. CG-2 REO'D. 0 STD. RADIAL CG-2 REO'D. Q STD. CG-3 REO'D. Q STD. RADIAL CG-3 REO'D. 5 STD. CG-6 REO'D. Q6 STD. RADIAL CG-6 REO'D. 0 STD. CG-I2, TYPE A REQ'D. Q STD. CG-I2, TYPE B REO'D. s STD. CG-I2, TYPE RII REO'D. l0 STD. UD-4 REQ'D. l/ STD. FE-CL REO'D. l2 STD. FE-CL DOUBLE SWING GATE REO'D. l STD. SI-2 REO'D. l 4' STD. HYD. CEMENT SDWK. REO'D. l 4' STD. HYD. CEMENT SDWK. REQ'D. l6 WHEEL STOP FULL DEPTH SAWCUT A ADJUST EXIST. UTILITY TO GRADE l9 EXIST. UTILITY POLE TO BE RELOCATED BY UTILITY OWNER ® EXIST. PIPE TO BE CLEANED OUT © DO NOT DISTURB OAK STREET SITE PLAN AND DRAINAGE Z J Cf) O O 0 D EXIST. R/W O n 0 O 0 E I E 01 so \ \� N< 1� CA)D N26°I6'5 E Td w t / / —CC) \\ J --,- R\� — I —J7T �� m 0-)� / DO C) O OAK STREET CONSTR. !� w rn N ff GO 0 I D 201 5' 15" PROP. R/W 1 n fT �0 �0 O G \ �ITT Nm z rn 0 \ m UPC '113 83 5) ('T1 > o cn CC) rn6,� \ \ O FIT IG NzNZ \ \I \ 00 z — — — PROJECT BY OTHERS (UPC 113385) OPARKING COUNT E ___ DENOTES CONSTRUCTION LIMITS IN CUTS E77— DENOTES CONSTRUCTION LIMITS IN FILLS NOTE. DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. E ME 0 0 O O CJ ITT CO NOTES: 1. SEE SHEET 3 FOR UTILITY OWNERS. 2. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE EXIST. UTILITIES WITHIN THE PROJECT LIMITS. Kimley-Horn & Associates, Inc. Kimley-Horn & Associates, Inc. Richmond, Virginia Richmond, Virginia HYDRAULIC ENGINEER ROADWAY ENGINEER REFERENCES (PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETCJ Existing Conditions Sheet Construction Alignment Data lE Roadway Plan 3 Roadway Profile 3A E&S Phase l Plan 3B E&S Phase ll Plan 3C Entrance Profiles 3D Oak Street Grading Plan 5A,61 Oak Street Signing & 90) Marking Plan Drainage Descriptions 70) Storm Sewer Profiles 7(2) STATE STATE ISHEET ROUTE PROJECT 12/7-002-R7/ VA 12/7 RW-20/, C-50/ 6 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED° SCALE 0 10' 20' PROJECT 12/7-002-R7/ SHEET NO. 6 PROJECT VANAGER-Ad.ATT-EBTMAd(,_(434)=-450L SURVEYED BY, DATE IIN('LN SURVEYING 212112019 DESIGN SUPERVISED BY RRIAN MCPFTERS,E 6K[YLEY-HnRNI DESIGN BY--LVLEY_t{ORN R AS, OCIA=, IN(' - SUBSURFACE UTILITY BY, DATE--ACCUMABK-0I13D12.0J9 �1 " " " / / I� m A / _U 200 6 s N � Al J \ GRADING NOTES I. SW: SIDEWALK 2. TC: TOP OF CURB \ \ ff/ NE `\\ 3 BC• BOTTOM OF CURB \ I 4. P: PAVEMENT 5. ME: MATCH EXISTING 6. CONTOURS ARE IN r INTERVALS LEGEND - — PROJECT BY OTHERS (UPC 113385) �1 OAK STREET GRADING PLAN lO 0 ---'j Cf) WN rb EXIST. R/W V0 / / 1—/ O E01 �\ Fl: < ., < OAK STREET CONSTfi \\ w 1 .714 J \ \ w D / w J� \ ztz N �l REVISED STATE STATE SHEET N ROUTE PROJECT 12/7-002-R7/ VA 1217 RW-20/, C-501 6A DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Kimley-Horn & Associates, Inc. Richmond, Virginia I ROADWAY ENGINEER �JI �l O O l O i Q � � PROP. R/W I � � 0 — w , CD W I \ I O / LU O q U) ��s\ 201 �' O �v �> M Cl) Q0 m 1� C� --716-- ---- / V = N \ \\ n I< w co zJOD\\I, �C-11t PROP. R/W Q LU J O O V n < Q m N Z N d7�CF)c) rn- O -Ur_Um m cn > Cn � M 0 m m OF) m NzN REFERENCES (PROFILES. DETAIL & DRAINAGE DESCRIPTION SHEETS, E.TCJ Survey Alignment Data & ID Existing Conditions Sheet Construction Alignment Data lE Roadway Plan 3 Roadway Profile 3A E&S Phase l Plan 3B E&S Phase ll Plan 3C Oak Street Site Plan & 6 Drainage Oak Street Signing & 9(3) Marking Plan Drainage Descriptions 7(l) Storm Sewer Profiles 7(2) THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED° SCALE 0 10' 20' PROJECT 12/7-002-R7/ SHEET NO. 6A PROJECT MANAGER—MATT-IEETMAN,L434J8Z2450L SURVEYED BY, DATE IINCnLN SURVEYING. 2/212019 DESIGN SUPERVISED BY RRIAN M(PFTERS, E (X2LEY-HLRAL DESIGN BY 21MLEY12RN & AS, OCIA=, INC. SUBSURFACE UTILITY BY, DATE A(' UMABL-0I/3_Q/2L19 SHEET 3 3-1 I STD. DI-3B REG. L=8' H=3.81, INV.= 711.28' CONNECT UD-4 TO DI 3-1 TO 3-2 109' - 15" CONC. PIPE CLASS 111 REG. (COVER 2.71) SILT TIGHT JOINT TYPE WON).= 711.281, INV(OUT).= 710.95' 3-2 / STD. DI-3BB REG. L=6' H=8.61, INV.= 710.95' CONNECT UD-4 TO DI STD. IS-1 REG. 3-2 TO 3-3 58' - l5" CONC. PIPE CLASS /// REG. (COVER 7.71) SILT TIGHT JOINT TYPE WON).= 710.951, INV(OUT).= 710.78' 3-3 / STD. DI-2BB REG. L=8' H=9.819 INV.= 710.78' CONNECT UD-4 TO DI STD. /S-/ REG. 3-3 TO 3-4 83' - l5" CONC. PIPE CLASS 111 REG. (COVER 8.81) SILT TIGHT JOINT TYPE WON).= 710.781, INV(OUT).= 710.411 3-4 11.6 LF STD. MH-1 OR MH-2 REG. l STD. MH-1 FRAME & COVER REG. INV.= 710.4I19 RIM= 722.68' STD. IS-1 REG. 3-4 TO 3-5 /95' - l5" CONC. PIPE CLASS 111 REG. (COVER 5.0') SILT TIGHT JOINT TYPE INV(IN).= 710.411, INV(OUT).= 709.57' 3-5 I STD. D1-3B REG. L=6' H=6.419 INV.= 709.57' CONNECT UD TO DI STD. IS-1 REG. 3-5 TO 3-6 27' - l5" CONC. PIPE CLASS 111 REG. (COVER 4.41) SILT TIGHT JOINT TYPE INV(IN).= 709.571, INV(OUT).= 709.42' 3-6 5.5 LF STD. MH-I OR MH-2 REG. l STD. MH-1 FRAME & COVER REG. INV.= 709.42, RIM= 715.601 STD. IS-1 REG. 3-7 / STD. DI-3B REG. L=8' H=5.91, INV.= 709.60' 3-7 TO 3-6 20' - 15 CONC. PIPE CLASS 111 REG. (COVER 4.11) SILT TIGHT JOINT TYPE WON).= 709.601, INV(OUT).= 709.42' 3-6 TO 3-8 96' - l5 CONC. PIPE CLASS 111 REG. (COVER 4.31) SILT TIGHT JOINT TYPE WON).= 709.42". INV(OUT).= 708.42' 3-8 / STD DI-2C REG. L=6' H=6.91, INV.= 708.42' MODIFY TO ACCEPT l5" STD. IS-1 REG. RCP PIPE OUT - INV(OUT): 707.34' STATE ROUTE I PROJECT HEEL VA I1217 12/7-002-R7/ 17(l) C-50/ DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY Kimley-Horn & Associates, Inc. Richmond, Virginia HYDRAULIC ENGINEER NOTES: I. ALL STRUCTURES GREATER THAN 4 FEET IN HEIGHT SHALL HAVE STD. ST-I. FI/RW PANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED° PROJECT SHEET NO. 12/7-002-R7/ 7(l) PROJECT MANAGER—MATT-IEETMAN,L434) 872450L SURVEYED BY, DATE 11NCnLN SURVEYING. 2/212019 DESIGN SUPERVISED BY RRIAN M('PFTERS, E (X2LEY-HLRAL DESIGN BY 21MLEY12RN & AS, OCIA=, INC. SUBSURFACE UTILITY BY, DATE A(' UMA2-01/3_Q/2L19 ti W 735 730 725 N Ln c000� m 720 a co � z TH-*6 /.0" ELECTRICAL CONDUIT TOP ELEV. 716.411 715 7/0 705 HORIZ: r = 25' 109LFOF15"RCPoa0.307 ST Ro 3-1 TO ST Ro 3-8 i,- co o DO O NCO "?J'6o�ti TH-*I2 6.0" DUCTILE IRON WATER LINE m d TOP ELEV. 716.83' �QV) 58 LF OF 15" RCP ca 0.307 0 TH-*ll 1.5" ELECTRICAL CONDUIT TOP ELEV. 717.251 TH-*l0 /3' METAL TELEPHONE TOP ELEV. 715.281 EXIST. 8" SANITARY SEWER INV. ELEV. = 712.24' BOTTOM ELEV. 712.201 1 0.78' C L N N� � j 0) Mao Ole 0) 0) Ln J L6 j L6 �' 1!, C Z Cl)Q U) zi Z � zii co ZZZ Kimley-Horn & Associates, Inc. Richmond, Virginia HYDRAULIC ENGINEER TH-*I3A/l3B APPROX. LOCATION OF 35" ELECTRICAL DUCT BANK TOP ELEV. 714.40' �r �0 Nn Cq Ln"�:O co C0 N 00 IZ- U I�?o C�N��» cnOcn�?z TH-*I4 1.5" PLASTIC CATV 1.53' TOP ELEV. 708.83' 27 LF OF 15" RCP Y 0.56% 96 LF OF 15" RCP Ca 1.04% STATE ROUTE PROJECT VA I /2/7 /2/7-002-R7/ 17(2) I C-50/ DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY 0.00 0.25 0.50 0.75 /-00 /-25 /+50 /-75 2+00 2.25 2-50 2.75 3.00 3+25 3-50 3.75 4.00 4.25 4.50 4.75 5-00 5-25 5.50 5.75 6.00 PROPOSED GRADE -------- EXISTING GROUND ST Ro 3-7 TO 3-6 725 O 725 � � N I� J O �� C0 0� LO m O O �Z 720 In cnOcn�? � N Q 720 c~ngc�n�? 715 715 7/0 7/0 20 LF OF 15" RCP Ca 0.887 705 705 700 700 0.00 0-25 Notes: 11 Pipes shown on the profile are represented by their inner diameter d/mens/on, and Include wall thickness. ?J Only existing Utilities, at the time of the survey, are shown on the Storm Sewer Plpe Profiles. These profiles do not reflect either planned re -location of Utllitles or proposed Utilities. The Contractor is also directed to any Utility Plans that may exist as part of this plan assembly. 3) Not all ex/sting Utilities are shown on the Storm Sewer Profiles, only those Uti//t/es /Isted on the Uti/Ity Test Hole Data Sheet w/th the addition of Sanitary Sewer line crossings. 4) All Utility locatlons are approximate, and are based on information from the pro jecFs Test Hole Data Sheet. Utility Information shown is specific to its corresponding Utility Test Hole location. 5) Utility Test Hole lnformotlon is located on Sheet IF. 6) Utility clearance dimensions shown assume the use of concrete Storm Sewer Pipe and corresponding pipe thickness (worst case scenario). 735 730 725 720 715 7/0 705 �i THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED. PROJECT 12/7-002-R7/ SHEET NO 7(2)