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SUB201400193 Plan - Approved 2015-11-25
F-11anoD P�DdLO H IFCC))F% IF M\J I(DDno F�1( 1:S P= E4 LIMIlLML El L 0 1I ON i 95% COMPACTED 6" UNTREATED AGGREGATE Final pavement design to be based on actual CBR values. TYPICAL ROAD SECTION - KENDRA ST NOT TO SCALE I 95% COMPACTED 6" UNTREATED? AGGREGATE Final pavement design to be based on actual CBR values. DOT STD. GR -2 IN DCATIONS AS OTED ON PLANS. USE 7' SHOULDER (HERE GUARDRAIL i PROVIDED. /DOT STD. GR -2 IN .00ATIONS AS IOTED ON PLANS. USE 7' SHOULDER YHERE GUARDRAIL 5 PROVIDED. * T YPI CAL ROAD SECTION - COTTONTAIL LN, WARBLER WAY, PINE KNOT RD NOT TO SCALE *See Note *NOTE: As allowed by Note 11 on Table 2 of the VDOT Road Design Manual, the developer is requesting a reduced pavement width from 24' minimum to 20' for Cottontail Lane, Warbler Way and Pine Knot Drive due to the ADT for these streets being less than 400 VPD. These streets will have no on -street parking allowed. This Road Plan is for the development of Phase B f the WhittingtonSubdivision. Phase Aconsisting of 17 lots has been platted and is currently under construction. Phase B consists of the remaining 79 lots. The site is a Planned Residential Development (PRD) District and is subject to proffers associated with ZMA 2006-011. The site is served by public water and sewer. There aire wetlands and streams traversing the property. The developer is obtaining approval of a permit from the Army Corps of Engineers to allow for road and utility crossings where required. PROFFER NARRATIVE 1. The developer is proposing 96 lots and Open Space will be held in private ownership outlined in the Codes, Covenants and Restrictions (OCRs) of the homeowners' association. 2. Each lot is at least 40,000 gross square feet in area. 3. No direct access to Old Lynchburg Road (Route 631) is shown. 4. An overlot grading plan meeting the requirements of this proffer will be provided with the Road Plan. 5. The minimum front yards on all interior public street right -of -always shall be 30 feet. 6. The 55' right-of-way dedication from the centerline of Old Lynchburg Road (Route 631) has been provided with the recorded Phase A record plat. 7. The layout is in general accord with the application plan. 8. The 25 -foot planting and screening buffer maintenance guidelines will be outlined in the CCRs. 9. All trails will be Class "Br' primitive trails. 10. SWM and water quality practices will be provided in accordance with Chapter 17 of the Albemarle County Code with the WPO Application for this project. SIT �ay4� 0 Proffer Form Date: FGbn€eta 8 2t7C11 ZMA: 2°r E.011 Mae r Tax R.a a P r , f a p and ace lumbers: i39-t3,a �b�. 90:45_4C,_41 , 48 214.55 Acres was rezoned from A-1 - to __RPNIR -1Cn �.pvp n" er 1t � 7977 r _?f,9A-7_and, included 1Zconditions of t rov<t. On t_ -,y_^1 1%,LD, cor.d;it:;,n &_of sIi<; condi i ns of ap iratiat w as ami:ndt�a by .clay of 71`04=80y07. On _jftc mbar tl . 030. sold propp ty wa.~ r•>zanad *ront_RPN-R to PRD ' LF' armed --- R?stdgt tio! Develoomert by .way cif a compre ten<,ive rezon!nq of Albemarle C eurty,, 14.176 Ao pop tion of Tax. Moa 39 f'gkrcet 73A was rPz^n d fi, _ PRD to Fl This Prcf`,:r Farm +lops hereby amend the 12 canditio!YN ac aporoved r:n Ncvon-if=.r 16, 1977 and amended on May 21. 19810. n .,- This ane. �ment is in a._s _.,�n..e w,tF .. � the Ap,;.,I' ca.iort Pia„ title t VVh!ttirJe±^,�, dated .Jure 2� 2(}Orn3vised 111'2`C -f. €,rid prepa.<>'j -ny Dr.,minio t C1�yet rt errt Resource!,,. I.._C Pursuarxt O SOctioi, 33.3 & the Aiber:tar!e County Zoning Ordinance, tns c;vne or ;is duly authorized agent, hereby volunt:1r.ly proffers the c; nditions listed bel,,. ; vt,;cr J shall be applied to the pnope-ty These condi,icr:s are Pcffered las a•. arnendment to the conditi,irs, which were part of the approved rezoning, and :t is agr<?ed that: (1) the rezoninc±;tself 9r -Ne rise -o the neral for the conditions: and (2) su-h c+ondr+ioos had a reasonable relaV-r; to the rezoning request. 1. Approval is for a maximum pot-�ntiaf of 266 single-far:ily residential foes. Open Space is int(-nd`s' to be held in pri;Ute ownership: by dedication to a homer.;vncrs associa:ion. Responsioi!ity for and maintem"ricP of Op:r n Space shat be outlined it flit: Covenarits arnd Restric'ions of the homeowners assoriati'.an. Prior le ftr,ai plat approval, thi, ,#x:am6nt shall be reviewed and appre'ved ba; the Albemane County Attorney's office. 2. Each lot shalt be at least 40 C "00 grass square fent it aria. 3. At! bats s!ra!I use internal roads as tt•e sola means of in^rc;;s;ogres^,. Dirtect ae. ess front lets to Route 6, 1 will pct to p2rmitte:s. 4. Disturbance of slopes of 25% ur greater Sita!t be adrnirist.aJve?y aprrJved by Albe.rar'e County erigineering staff under the f=.Ac-ving circum lance;: Prig to or ire Conjunction with final plat submittal, the applicant ^Ghal! submit - overtat grading plan to Albernarls County for engineerinp sta`f review. An crerlot g(ad':rig plan is defined as a dr2 .'r;c showing, ar;;sti,c. an t preposect tcpagrr PNC fP:at,!-es to be cons'dered it) the Ceve!oprr.ent of the proposed sut die4siorr• and satisfying the following: a. The pian shall show 211 pro^osr�d streets, building sit: . surface drainage, drivetraeys. tr its, and other features the agent dr tem,ines are needed to verify that he Pilar, ;.c-rformr to the A ,+ptica'lr!i Pis:— Amendment for WL '"ingfon, linjed 16ne 26, 2306, llast revised Nove;rt er 22, 2006 by Dominion Devek,,Pmer.t Resoareas, LLC The Man shall be drawn tc a scale not 9 -eater than ur,t: (t) inch eauais fifty (5J) fe,e , i.. A.11 proposed grading shall be shown with ron;our inNsrval� net greater than' two t2) frqot. A =separated surface drainage o. 3 -lots strap t• -e dtla'iy shcvvri will- thei proposed grar.�i,lg- t,tlhitting t,:)n i!, i lmi RP1 RP2 RP3 RP4 RP5 RP6 RP7 RP8 RP9 RP10 RPI 1 RP12 RP13 RP14 RP15 RP16 RP17 RP18 IEP. RPI 9 RP20 RP21 RP22 RP23 RP24 RP25 RP26 RP27 RP28 RP29 RP30 RP31 RP32 RP33 RP34 R P35 RP36 RP37 RP38 RP39 RP40 RP41 RP42 RP43 RP44 R P45 RP46 RP47 All proposed grading shall be shown to assure that surface drainage can provide adequate i reLef from flooding of dwellings in the event a storm sewer fails. d. Graded slopes on tots proposed to be planted with turf grasses (lawns) shall rot exceed a gradient of three (3) feet of horizontal distance for each one (1) foot of vertical nse or fall (3:1). Steeper slopes shall be vegetated with low maintenance vegetation as determined to be appropriate by the program authority in its approval of an erosion and sediment control plan for the land disturbing activity. These steeper slopes shall net exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), urless the agent t ods that the grading recommendations for steeper slopes have adequately addressed the impacts. e. Surface drainage shall not flow across more than three (3) lots before being collected in a storm sews ' r o r directed to a drainage n. e outside way out de of the lots. No surface drainage 0 Y arnage across a residential lot shall have more than one half (112) acre of land draining to it. f. All drainage from streets shall be carried across lots In a storm sewer to a point beyond the rear of the building site. q. The plan shall demonstrate that driveways to lots will not be steeper than twenty (20) perceint and shall include grading transitions at the street that the agent determines will allow passenger .t a p� g vehicles to avoid scraping th., vehicle body on the driveway or the street. Additionally, the driveway grading shall provide an area in front of the proposed garage, or ar area proposed for vehicle parking where no garage is proposed, that is not less than eighteen (18) feet in !ergth that will be gradud no steeper than eight (8) percent. h. The plan shall demonstrate that an area at least tan (10) feet in width, measured outward from the face of the structure; has grades no steeper than ten (10) percent adjacent to possible entrances to dwellings. This graded area shall extend from entrances tc driveways or walkways connecting the dw,�tling to the street. 5. The minimum building setback from all interior public street right-ef-way lines shall be thirty feet:, 6, Prior to or in conjunction with the first final subdivision plat for the project, the Owner shall dedicate as public right-of-way and convey in fee simple to Albemarle County strips of land no less than fifty-five (55) feet in depth across the Property identified as `55 FT ROW DEDICATIOf,4 FROM CENTERLINE OF 631" in the locations shown on Sheet No. 2 of the Appl'.cation Plan Amendment for Whittington, dated dune 26, 2003, last revised November 22, 2006, together with the dedication and co n e-yance of all necessary drainage easements and the conveyance of necessary construction easements for improvements to State Route 631. If the strips of land are not dedicated as part of a subdivision plat, the Owner shall pay all costs of surveying and preparing legal documents in a form acceptable to the County Attorney necessary to dedicate and convey the right-of-way. 7. Development shall be in q==L=rd with the attached Application Plan titled "Appli..ation Plan Amendment for Whittington d sled June 26, 2006, revised 11122106, by Dominion Development Resources, LLC. 8, The 25 feet screening and landscaping easement shown on the Application Plan shalt he planted and maintained to meet current regulations for screening as described in sections I8 -32.7.9.8,a: and 18-32.7.9.8.c.4 of the Albemarle County Zoning Ordinance. Screening shah be established Ind completed by the developer of Whittington prior to the issuance of the Certificate of Occupancy for the 3`d dwelling un!i- The developer shall also assume short-term responsibility for the maintenance of the screening until a homeowrers' association (HOA) fpr the development has been established. Cance established the easement shall be deeded to the HOA. Long-term responsibility for and maintenance of screening within the easement shalt be outlined hi the Whittington Cover Sheet Notes, Abbreviations, & Legend Existing Conditions Site Overview Road Plan and Profile - Kendra St. Road Plan and Profile - Kendra St. Road Plan and Profile - Kendra St. Road Plan and Profile - Kendra St. Road Plan and Profile - Cottontail Way Road Plan and Profile - Cottontail Way Road Plan and Profile - Cottontail Way Road Plan and Profile - Cottontail Way Road Plan and Profile - Warbler Way Road Plan and Profile - Warbler Way Road Plan and Profile - Warbler Way Road Plan and Profile - Pine Knot Road Culvert Details and Profiles SCC Calculations Culvert and SCC Drainage Areas Culvert and SCC Drainage Areas Storm Sewer Profiles Storm Sewer Profiles Storm Sewer Profiles and Computations Sanitary Sewer Profiles Sanitary Sewer Profiles Sanitary Sewer Profiles Sanitary Sewer Profiles Sanitary Sewer Profiles Sanitary Sewer Profiles Sanitary Sewer Profiles Sanitary Sewer Profiles Sanitary Sewer Profiles Inlet Grading Details Inlet Drainage Areas Inlet Drainage Areas Sight Distance Plan and Profile - Old Lynchburg Road Sight Distance Plan and Profile Kendra St Proffered Overlot Grading Plan Proffered Overlot Grading Plan Proffered Overlot Grading Plan Proffered Overlot Grading Plan Proffered Overlot Grading Plan Proffered Overlot Grading Plan Proffered Overlot Grading Plan Proffered Overlot Grading Plan Proffered Overlot Grading & Landscape Plan Traffic Control Plan APPROVED by the Albemarle County Communit Dev lopment Department Date 1 a File193 Covenants and Restrictions of the HOt'. Prior to final plat ap;_ltrovat, tris document shall ~a revleaved and approved by the Albemarle County Attvrne 's, office. Additionally, a note alerting affected owners to this easement restriction on their prop irly shall ll - stated on the final ptzit for those tots. 9, At! trails shown er+ the Application Plar, slall bJy construct'; i as a Cls=s E 'Primitive", trail as desriribed in the Gmenway Plan, Appendx A, of the currefit Albernarle County Comprehensive Plan. The trails sha!! be completed pror to the issuance= of the Certificate of Oc<;upangy for the 48"d:vetHng unit. 10. Storm watrur quality and detention practices shall be as s� ec.fied in C'iapter 17, the `Nater r ro . � , P ., i., on Ordinance # the Albemarle m h n••• Code, o A . e art,. t C u ..y Co..c, �'�atg1i3t1JCf: of Cawner Whittington Ar3p''ratjon Pl�vr �res.rti.c; "li Lt-rn Primed Narip of Owner � r Date E L r E l� +6 s E C 0W H h i i co a� oc p eeN Ati T MI F. RS ic. No. 33028 l w S10NAL CD A } M a w Y U W U C) z o A W rn A o U ca w A M 0 w z z to 0 w Q LID LO m LO LO t` A CQ m o 0 Li J U 0 0 W rA A C�� V U U UJ ' z C11 cl� W J_ E-4 o � ,N TW rO W E-1 W w �i w 1� 0 O �J:! a a a W J � W �t �—r W W DOM. PROJECT NO:13.003 INDEX TITLE: RPI SHEET NO: 1 OF 47 DATE: 11/07/2014 SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND C2 p . o SITE DATA > °D OWNER AND DEVELOPER: GENERAL CONSTRUCTION NOTES: 0 °' o o E y N . . a PIEDMONT NEIGHBORHOODS, LP 1. Prior to any construction within any existing public right-of-way, including connection to O o y m m 11111 SUNSET HILLS RD, SUITE 200 any existing road, a permit shall be obtained from the Virginia Department of N o `� RESTON, VA 20180 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of GENERAL EXIST PROP DESCRIPTION the permit. Where any discrepancies occur the requirements of the permit shall govern. - LEGAL REFERENCE & SOURCE OF TITLE: 2. All materials and construction methods shall conform to current specifications and X 16, [cx 12°TC E ABAN ABANDON ED MAX MAXIMUMstandards of VDOT unless otherwise noted. PROPERTY LINE 0 W DEED BOOK 4304, PAGE NUMBER 673 FOR ALL PARCELS 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other ADJ ADJUST MIN MINIMUM '05 x 12°BC Q MAGISTERIAL DISTRICT: SAMUEL MILLER construction. AHD AHEAD MON MONUMENT CONCRETE ADJACENT PROPERTY LINE x �,� x 12°FL 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. SOURCE OF BOUNDARY SURVEY: DOMINION DEVELOPMENT RESOURCES, LLC. 06/05/07 5. The maximum allowable slope is 2:1 horizontal: vertical). Where reasonably obtainable, APRX APPROXIMATE NIC NOT IN CONTRACT __ __ VACATED PROPERTY LINE X P ( ) y 1 E�5 C:; )�.. x 12° EOP lesser slopes of 3:1 or better are to be achieved. h 6. Paved, rip-rap or stabilization mat lined ditch ma be re uired when in the o Inion of the BC BACK OF CURB NTS NOT TO SCALE EASEMENT i y SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS, 06/28/07, FIELD VERIFIED BY DOMINION ENGINEERING County Engineer, or designee, it is deemed necessary in order to stabilize a drainage x 16 x 12° Oe 10/2014. BFE BASEMENT FLOOR ELEVATION3C ON CENTER BUILDING SETBACK o channel. x �6g x 12'Tw p y�°' 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic e THIS PROPERTY IS LOCATED IN FLOOD ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. Control Devices. BIT BITUMINOUS OH OVERHEAD k .... � � PARKING SETBACK X 1 oL P,,! x 128W -FLOOD INSURANCE RATE MAP NUMBER: 51003CO410D & 51003C0407, DATED: 02/04/2005 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe-Class III. BK BACK PE POLYETHYLENE ZONING LINE 9. All excavation for underground pipe installation must comply with OSHA Standards for 69 WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY the Construction Industry (29 CFR Part 1926). BM BENCHMARK PERFPERFORATED .._; ti H 0 SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL CONSTRUCTION NOTES FOR STREETS: BS BOTTOM OF SLOPE PROP PROPOSED LIMIT OF DISTURBANCE . o�tiA b 1. Construction inspection of all proposed roads within the development will be made by -the FLOODPLAIN LIMIT THIS PROPERTY IS ZONED: PRD PER ZMA 77-18, ZMA 80-07, & ZMA 2006-011. County. The contractor must notify the Department of Community Development (296- CB CATCH BASIN PRVDPROVIDED _ p r 5832) 48 hours in advance of the start of construction. CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY RMA RMA BUFFER ZONE MIC F. MYERS 9 the contractor ctor--..---- ------------ -- -------------- - ---- SETBACKS: FRONT YARD SIDE YARD REAR YARD FROM RTE 631 Upon completion of fine grading an preparation o e roadbed subgrade, c. No. 33028 shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results (L' LINE RCP REINFORCED CONCRETE PIPE RPA RPA RMA - RESOURCE MANAGEMENT BUILDING 30' 15' 20' 75' c� LOTS NG 35' shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, _ v """�""�" AREA �o �(�Z3'(� a revised pavement design shall be made by the design engineer and submitted with the test CL CHAIN LINK REM REMOVE results for approval. RPA - RESOURCE PROTECTION MAXIMUM - - �N L MAXIMUM NUMBER OF DWELLING UNITS: PHASE A: 17 PHASE B: 79 TOTAL: 96 3. Surface drainage and pipe discharge must be retained within the public right-of-way or CMP CORRUGATED METAL PIPE REQDREQUIRED AREA A within easements prior to acceptance by the County. All drainage outfall easements are to CONC CONCRETE RET RETAIN PROPOSED ADT: 960 VPD be extended to a boundary line or a natural watercourse. ---------------'----- n 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments CG-2 CG-2 EDGE OF GRAVEL --- --- - - - w will be field verified at the time of construction. Additional guardrail may be required at CY CUBIC YARDS RT RIGHT PAVING SPECIFICATIONS: g y q EDGE OF PAVEMENT r. PUBLIC ROADS: 6" - #21A AGGREGATE SUB-BASE MATERIAL locations not shown when, in the opinion of the County Engineer, or designee, it is deemied C/C CENTER TO CENTER R/W RIGHT OF WAY CG-3 CG-3 necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge 3" - BM 25.0 BASE MATERIAL of pavement to the face of guardrail, and roadway shoulder widths shall be increased to C&G CURB AND GUTTER R&D REMOVE AND DISPOSE CG-6 CG-6 STANDARD 6" CURB 2" - SM 9.5A SURFACE MATERIAL w seven (7) feet.z FINAL PAVEMENT SECTION TO BE BASED ON ACTUAL CBR TESTS 5. Where urban cross sections are installed, all residential driveway entrances shall conform DIA DIAMETER R&R REMOVE & RESET CG-7 CG-7 STANDARD 4" CURB to VDOT CG-9(A, B or C). RESERVOIR WATERSHED: THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED DISTRICT. THIS 6. Where rural cross sections are installed, all residential driveway entrances shall conform to EL ELEVATION SD SIGHT DISTANCE,, / COMBINATION 6" CURB & GUTTER zo PP PROPERTY IS NOT LOCATED IN AN AGRICULTURAL-FORESTAL DISTRICT. VDOT standard PE-1.��''/ ��MM��i� A 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as ELEV ELEVATION SQ SQUARE COMBINATION 4" CURB & GUTTER CURRENT USE: VACANT shown on the typical pavement section detail, shall be strictly adhered to. ES END SECTION STA STATIONQ 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Shoulld _ FIRE LANE STRIPING A PROPOSED USE: SINGLE FAMILY RESIDENTIAL the final plat for this project expire prior to signing and recordation, then approval of thiese EW END WALL SW SIDEWALK LD plans shall be null and void. o AREA SUMMARY. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform EX EXISTING SWELSOLID WHITE EDGE LINE BUILDING ENTRANCE PHASE A AREA: 29.99 AC Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. EXIST EXISTING SWLLSOLID WHITE LANE LINE LOADING DOCK PHASE B AREA: 154.16 AC A 10. Traffic control or other regulatory signs or barricades shall be installed by the developer}: TOTAL SITE AREA: 184.15 AC when, in the opinion of the County Engineer, or designee, they are deemed necessary in FDN FOUNDATION TBA TO BE ABANDONED -� BOLLARD Q order to provide safe and convenient access. j7 FE FINISHED FLOOR ELEVATION TBR TO BE REMOVED DUMPSTER PAD Z PHASE A AREA BREAKDOWN 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as 0 co LOTS 16.88 AC determined by VDOT for public roads. ISTD GRADE TO DRAIN TC TOP OF CURB SIGN ``f ® z o UJ U13 R/W 2.47 AC 12. VDOT standard CD-1 or CD-2 cross-drains under to be installed under the subbase, OPEN SPACE 7.50 AC material at all cut and fill transitions and grade sag points as shown on the road profiles. IF IRON FOUND TS TOP OF SLOPE [ [ o 13. A video camera inspection is required for all storm sewers and culverts that are deeimed R/W DEDICATION STEEL GUARDRAIL-- 0 0 0 OLD LYNCHBURG RD 3.14 AC inaccessible to VDOT or County inspections. The video inspection shall be conducted in IS IRON SET TYP TYPICAL �Q accordance with VDOT's video camera inspection procedure and with a VDOT or County TOTAL 29.99 AC inspector present. LA LANDSCAPE AREA UG UNDERGROUND WOOD GUARDRAIL \r �� W PHASE B AREA BREAKDOWN GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: L.oD LIMIT OF DISTURBANCE VESCH VA. E&S CONTROL HANDBOOK u; LOTS 86.79 AC 1. The lana approving authority must be notified one week prior to the re-construction PATH, 0 U) P PP 9 Y P P IF LINEAR FEET YDS YARDS � cn R/W 6.58 AC conference, one week prior to the commencement of land disturbing activity, and one week Z z OPEN SPACE 60.79 AC prior to the final inspection. LT LEFT TREE LINE oCO CD o M �n V3 M 2. All erosion and sediment control measures will be constructed and maintained according to TOTAL 154.16 AC g FENCE minimum standards and specifications of the Virginia Erosion and Sediment Control - 0 0 0 0 Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control STONE WALL,, ® CONTRACTOR'S COORDINATION RESPONSIBILITIES Regulations. UTILITY --_-- v- 3. All erosion and sediment control measures are to be placed prior to or as the first s;tep in RETAINING WALL b 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE clearing. ARV AIR RELEASE VALVE MH MANHOLE - -- _W'I wM PLANS. 4. A copy of the approved erosion and sediment control plan shall be maintained on they site at STREAM / POND / WATER COURSE ux, all times. BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE 0 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO 5. Prior to commencing land disturbing activities in areas other than indicated on these plans DETENTION BASIN "' NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a CO CLEANOUT RIM RIM ELEVATION a GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. supplementary erosion control plan to the owner for review and approval by the plan - 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE approving authority. CTV CABLE TELEVISION SAN SANITARY 3 i 2 12 SILT FENCE �F' J RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 6. The contractor is responsible for installation of any additional erosion control measures DI DROP INLET SCC STORMWATER CONVEYANCE '• _ 300- 00 Kph a z ., ce M � necessary to prevent erosion and sedimentation as determined by the plan approving CHANNEL CONTOUR 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS authority. DIP DUCTILE IRON PIPE _ EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY 7. All disturbed areas are to drain to approved sediment control measures at all times during INDEX CONTOUR CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. land disturbingactivities and during site development until final stabilization is achieved. SD STORM 9 P ELEC ELECTRIC C� ® � 8. Duringoperations, water will be pumped into an approved filtering device. �' 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH dewatering p p p PP 9 STR DRAINAGE STRUCTURE >: '>1 ® Z PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 9. The contractor shall inspect all erosion control measures periodically and after each FH FIRE HYDRANT PARKING COUNT runoffproducing TSV TAPPING SLEEVE &VALVE EN ..� + O 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of FM FORCE MAIN CROSSWALK O Q COUNTY CODE. the erosion control devices shall be made immediately. UP UTILITY POLE;, W 10. All fill material to be taken from an approved, designated borrow area. F&C FRAME AND COVER S ACCESSIBLE CURB RAMP 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert WL WATER LINE, W FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT (FEATURES IN PP Cl W ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART materials only, free of roots, stumps, wood, rubbish, and other debris. F&G FRAME AND GRATE WM WATER METER VAN VAN HANDICAP PARKING O a OF THE CONTRACT DOCUMENTS. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. GT GREASE TRAP a ' VAN-ACCESSIBLE HANDICAP �3 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. WV WATER VALVE IJ-I 13. All inert materials shall be transported in compliance with section 13-301 of the Code of GV GATE VALVE �- �,� �• ♦ PARKING Albemarle. " " �-i 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) 6V 6 VALVE 7-: INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. 14. Borrow, fill or waste activity involving industrial-type power equipment shall be limited to HDPEHIGH DENSITY POLYETHYLENE.; .:,.,:.;;;;,; AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND the hours of 7:00am to 9:00 mp.CONCRETE PAVEMENTSIDEWALK:<< PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE: INCLUDED IN 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral INV INVERT BASE BID. support, or order to minimize any hazard to persons, physical damage to adjacent land and RIPRAP 0 �' 10.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS improvements, and damage to any public WARBLER WAYecause of slides, sinking, or collapse. W TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO 16. The developer shall reserve the right to install, maintain, remove or convert to permanent NEW ASPHALT OWNER. stormwater management facilities where applicable all erosion control measures requiredq p• E-� by this plan regardless of the sale of any lot, unit, building or other portion of the property.„ GRASS U) 11.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 P-„- , ,� O Q MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE 1`I EC-2 BLANKET MATTING �y lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual; z VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION of THE EPA. PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE Ryand Cereal Winter Rye, or in March and April to consist of Annual Rye, or May EC-3 TYPE A r 1= �- ;- ; r r1 r 1 DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. Li �� �_-�"- J E-1 Alternatives are subject to approval by the County erosion control inspector. 12.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND I v vV o`a v v v v v v o EC-3 TYPE B Z 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. � � P � 4 � e SPECIFICATIONS. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 =� i. •'• •'• •'• _ WETLAND u.i 13.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient - - a _J SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or W ~ WITall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be ~ 14.CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE NTH APPLICABLE FEDERAL, STATE W AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. X 15.EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. when 50% of the wet storage volume is filled with sediment. All seeded areas are to be DOM. PROJECT N0:13.003f, reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: which are collecting sediment to half their height must be cleaned and repaired INDEX TITLE: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum immediately. moisture content. All fill material to be approved by a geotechnical engineer. A 20. All temporary erosion and sediment control measures are to be removed within 30 days of geotechnical engineer is to be present during construction of dams. final site stabilization, when measures are no longer needed, subject to approval by the RP2 2. Pipe and riser joints are to be watertight within stormwater management facilities. County erosion control inspector. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of management facilities; conversion is not to take place until the site is stabilized, and approval. (Water Protection Ordinance section 17-204G.) SHEET NO: 2 OF 47 permission has been obtained from the County erosion control inspector. 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-207B) DATE: 11/07/2014 L TE 6 31 / STATE ROU URG R� Opp LYNCHB 150 0 150 00 •■ r■■■ «■ 1 E L �NNtQ p pQcQ� c 'L �>G) _° c M q5 E 0 Q� o �mm� .� C cn _ N L • � f� U •E c 0 W h h P es ALT F o - MIC F. MYERS y Li No.33028 ass' ONA L A o � m 0 w Y U w U CD z CD � W A Q W A r m 0 w z � � co IOU �n U-3 U-3 u, A \ 0 \ 0 \ 0 \ O U'J II 1-4 u.i J U cn m CD co I � A U U U U LLI Q � F Z W Z r-1 C�2 Q'1 eM J_ LL °s r O Z O CD O � U z a a u.i J ~ W H W W DOM. PROJECT NO:13.003 INDEX TITLE: RP3 SHEET NO: 3 OF 47 DATE: 11/07/2014 DATE: 11/07/2014 BOUT & GRADING PLAN TR4P 9OG-01-49 q � s� _,_--.-...._,--_..,-.--......_.-..._- ____4__________ __. 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PROJECT NO:13.0039 INDEX TITLE: SHEET NO: 9 OF 47 DATE: 11/07/2014 0 I C) 1 NW A U V U U z ._ w J_ cQ !� O In � I � o pq C:) 4- 1-4 1-4 � 0 E-- � � o di w � a a � Q W F F� � O Up G� DOM. PROJECT NO:13.0039 INDEX TITLE: SHEET NO: 9 OF 47 DATE: 11/07/2014 1 " GARAGE 13F=557.7 i /' """��L /,BF=544.01 I 1 ,1 1 ` II II I I I I •� _ ^� / /� � // // / // /� /� // /// � � � 1 i � \\ \\ \\ I �/OMPOS`�E �`/ 5 2.3 VERSE 1 ' 56b 0 I '"_.� y 9 /516.9 2_CPR� 8F'�� t �\ 6� ad LOT 15 / S��2 1 / 49,178 IS�LOT 19 / / v L 16 _ _ — 40 SF 44,9 3 SF 1 / l l I l • � — � / / / / � / / l � \ \ ,5� ti 1 I / ��, O5� PROP. 0 AC A � �' / la �n tia OP. A / � l S o � / � I ► i 1----- J / / / / / / / \ `L' G I I / WA ,la3nlno /� // � � Q�/// ) I GPR 5 Nlo ar in � n / ��� by � � � 34 OU' C TT 9 , . T I 50' LIC I3T 0 AY M M M M M M M M LOT/114I I i I ltd R M // M /M M M 41,192 SF o ROP EN ANC �`6 ED FIREs / _ _—• \ / / / — / _ / — q / ( / FF'�`b �/ / I I NT / M s \ D s 20 Watersne-.Easemer� \ Book_2638_Pane-62-7- _ - �'� / Gp� gF' / / ROPOSED t(TER METER y ' IL LOT 43/ 52415/ SF '' / / / '� i 5 I, 7� ro 0'2 �� \30v�vo 43 31 SF / Ob�� _ -- _ � I I� � / ROP VEW � � 0 -Z �-' / R E - - / I RI S 41 AY (TYP) �� _ uV')- —' — — — — 1 /2—CAR FF _59 6 J' / -o.�SP SPN IS �� I y��Lg �•gg5�� g'Z95=fid , / " — OPEN_ \ i ,� 3.0�/ GARAGE BF -58 _ _ I — — I I!# Np 3d / 4_ ' �—� otiJ _ / a dog / / /o �/ OP o / /5 / 1 I 1 �O\4�d01 / 1'��5�33 \ --NX- 213d / — — — SPACE \ I / �/ 595.0 — — _ /�ti kp0 /i `s' P� I I I I do Zj / 0 -\O -z l# 311S0dW00 — LOT 124 / 31/S0d1�00 / y '/ \\ 1 I ' / /, , / 5 / / i I I I I I / �# \ 40,778 SF \ \ \ / r — 5 1 I I I LOT �6 _ — �'�— — I `9 3060 1) FIRE / �/ / �'` / �/ SR20 . SEWER C$A 1 I I I 17 3Q9 SF / _ \ / 5SMT. 1 I I jos / 1 I / _ 1s 10 1 e7+60 2o +pOT 2-T �I � i __ i I I I I 1 —j M _ _ 414- 10 .S�' �� , / / / / I 1 ` — \ J ,i l ► I M s 55 sp ON3 net 14,1 91 SF 30 0 30 60 90 55 LF 24" STEEL CASING PIPE SEE DETAIL SHT RP8 111=30' CONTRACTOR TO CONSTRUCT A DITCH FROM 28+00 TO 30+00 WITH THE FINAL ROAD GRADING TO DIRCET RUNOFF TO THE ROADSIDE DITCH IN LIEU OF SHEET FLOW. 610 605 600 595 590 585 580 575 570 565 560 555 550 545 540 O Q0 SCALES: COTTONTAIL WAY STA 26+50 -> 35+00 1" = 30' HOR Design Speed: 25 MPH ADT 240 1" = 10' VER NOTE: ALL DRIVEWAY CULVERTS ARE 15" DIAMETER UNLESS OTHERWISE NOTED. REFER TO PE -1 DETAIL, SHEET RP17 FOR CULVERT AND DITCH PLACEMENT. 26+50 27+00 27+50 Wes 2b+SU USSR, 29+50 SU+SU 151 +UU ,52+UU .52+5U 33+00 33+50 34+00 34+50 610 605 600 595 590 585 580 575 570 565 560 555 550 545 540 O o6 d - LO 35+00 E 0� u C oQ�� 'L = mm C�� o O Q% 'omm� 'E N i 0 W y H p 5� e sTa � I-ST —WI-ST-A-32+00.00— 32+aa:a ic. No. 3302 w oVssIONAL V, A o � m LE 0 W Y --PROPOSED-— ADE- U W U Z 219:88— 0 o '` —__ —__ __.__ _ __ VSD = 1265 23 - _____ —.. —_— --VSD A U —__—..__y __—_____.._._.._ ..__ ___......... c5 w —._—____—_—_. ..___ _.._ _ _ -_ ........_.._..._ _ ...__ _ _ _. _.____ ____ .____.- _.... ____ . ____---__ _. _._......._ A ---- _ m -- --_ _ .. _...... - uj ,L, - ._.__ — _— - - -- --- - z 'n 0 U) 0 LO m U13 U13W - - - - - - ---- ---- o 0 0 0 O - -- ---_ .. -------- -- - - --- —- _v)- C' --------- -- N - cef --fir) - + U--------- --- 5 w--- cn -- - ---- w �-.......------ C5 - U - --— — .....- :n ------ -- - ---- ---....... --- - _.._.... _._.._-`------- ..— -- ---- - -- -- — -- -- ----- - -- --------- -------__----- -- - - - A - - -w o ._.... - - — _.. — M -- — - - -- -- - - - - - - - - _ - — --- -- -- - - --- - - -- — - cn 3 -- -N N - ¢ --- -- _-..._.... -- - --- --- --- ----- -- -- - - ---- - - - --. . - ----- --- --- - ---- _ .. - -- - ----- - - - `— - - --- ... . - — -- -- -o --- Cl Z Lu Q - - 3 MIN: OVE - -- --- - — _ ----..._..— -- _.._.. _ of 0 C> �_ � LLI ,cC CM0- - - _ --- - - - - N _ ... - ----- - - S LLI - --- --- -- -- - - - - - - ._.— _.... - ---- C\Z — --oo - �- .... cn¢ a x - tt� �- _ -- - -� N------._.._._...._ --..._ ... _..- '--- - ----- ..............._ EXISTING- E-1 �-- U E- - - -_ - -- - --JC4 - N7- -- - ----I— -- - -- - a ui -j F- W wQ � w �C5 DOM. 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No. 3302 w oVssIONAL V, A o � m 0 W Y U W U Z 0 o A A U c5 w A m 0 Lu z 'n 0 U) 0 LO m U13 U13W o 0 0 0 O U3 u.i J U ZO o M :n vi W A U U U U w� 4 Z C; W J 0 C> O � C\Z r jg (•� w C:) O E-1 O U E- I OE -4Q w a ui -j F- W wQ � w �C5 DOM. PROJECT NO: 13.003 INDEX TITLE: RPI 1 SHEET NO: 11 OF 47 DATE: 11/07/2014 � l I Q 11 •• ��� I ( 1 ( I C)1( I I44•3 1 BS3� I \\ \1 �1 I I I ( ( %/ // 6NNcp w ' , �I I I n1 I P P. 2t�' AC I I I c o j N -: JNC)�- CbMPOSITEI I S N SEWS MT. i l I I i L. _n0)RLVERSE / #1 I I I I II { i 1 / c N >r >'i � o2 -CAR F�=554.01 / 1 1 \ 1 1 1 1 111 1 1 1 1 Q / 0� 6\ i 1 i , 1 1 . C �52.3OF=544.0\\1AL MT \ \ \ \ \ \ op. P\ 1 1 LpT\ 20 \ \ \ \ \ 1 I I ' t W , I \ 1 \ \ \ \ \531,2 1 \SFSPROPOSED �i 1 LOT/ 18 I \ / \ `�\ PROPOSED 60 08 F 1� q S� I I o PRbP. 1;'RIV'4TE� P 83nin� \SAM LAT BUT \ ( s 1 34 O -O / / r I I \ 1 \ \ \Ca .. \ \ \ \ e I'--'Y--I �� I �° •' X 27Y." 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I 1 \ \ \ \ \ \ \ \ U 40,/ 78 SF ( / h R 1 \ \ \ \ \ \ \ \ \ \co 1 GUARDRAIL DETAIL TYP � � _ y — � / / ( I �zti � I / / — _ �L•- — c:) c w P12 vv IV) c,,ca \ \ \ \ \ \ - \(O 2\2 4,930\ SF 1 1 1 I \ A o U) LU —55 , , 231 o 1 / / d 1 4,6, 811194 I SF I ROP. -- `L 0, 1 1 +p0 -WATER ES j % I I I I I o 30 p 3060 90 �.iI i i , I n 1 "= 30' Q co co CD o rn C12w NOTE: ALL DRIVEWAY CULVERTS ARE 1511 DIAMETER UNLESS OTHERWISE NOTED U REFER TO — 0 PE 1 DETAIL, SHEET RP17 FOR CULVERT AND DITCH PLACEMENT. w Q U g 5 COTTONTAIL WAY STA 34+50 -> 37+96.41 SCALES: Design Speed: 25 MPH ADT: 240 1" = 30' VOR 1" - 10' VER 59 58 58 57 57 565 560 2 GUARDRAIL END TREATMENT TYP P12 555 550 CLEAR ZONE LINE G LR A b X w No Less 12'8" of L( CRASHINORT1iY TERMINAL b C A 1„ END OF BARRIER NEED SHY p C, LINE a Y b LK D x v i3iEDG�'EJF..;:: RdV � ��>CJCN�.;'»:»;>;<:>i>:':i:i; �.�: ': X = Length of Need v' Cz - Clear Zone Width // y + LI, Max. =Cz X=LI, (t -y/ LN) Lr[ = Runout Length Y = Offset to Face of Guardrail E IwGE xO,N- I. _S _Ua i5 `.ix ElryxZ S � T F E icA4 riS 01 OR rc A—Al'rBEH;, ITNE FLA iOxiHPF�iN [ v�:Pll �NNREOc�IR�Cvc NT, ilE HIWN. OFFSET F P... HE RMi ..z_q ' t LENc-ra cF NFEa yses vor sr SECTION A -A- A OR IN NOPt, it{ ( nO;V^. SODA] E[ A< CI.DS= ne PoSSNIf m 11 ,Ex CC 11. -.TION N T_ Dw 1 �tev:[ rG IT S \ MLL 9 R ttL 1 T— 5 U1 cLA Irk, il,c aaf.,.rfC ur.Cms s= 111—AT.a- II -D IFITs r<rC RCrF VRrFC.rFE5 S`MmnR TRAFFIC aAr --s 1R TERunu cTv GP, s s-RDvc eosr ---- A DETAILD A TOP VIEW B SLIP: =R fLA`'[T �h 10 ru GI ..I J _FE TRMSR:v.O}0 r111- 61 NA b-S-r� D > >:. %IS-— TRAHSTDN >_G �., I � . LJ 1 - -, - - N� �� I�D,w_t� _L�t tEN,D I -- ----- - I - - -- - __ -. - — . , _ ----_OPEN- J■ SSsEcH t2l11 "ji IVDrIM.lvi, ■ • ■ ■ t • t ELEVATION CF -9 -E2'A V;.L S 'D CP.:, 4 S�ACFS 0o' S' tNE.U(�,•l'it SITE PREPARATION RECUREMENTS FOR GR -8 TRANSITION FROM GR -8 TERMINAL TO WEAK POST (STANDARD GR 81 GUARDRAIL ? —T, IT INSTALLATIONI” SITE PRE �.L c ,GL GUARDRAIL PARATION REQUIREMENTS FOR GR -9 No SI [L] COTTONTAIL ,>Fo t AL-,i.c n PtA .x<- c c ILI. 1. t --s1 snt_H- .D - xwc- IF. NR ^_iJCEE c {, CR N-Y<'.d' wi,%E- Pi p T4NCanJ AE-- 'EPMIN u0 qK NtE 15 I—Is 157 � JITS 2'-26' 11 T_P.XtU s 5 _ S, FUINIF ', .'d EIE NavIFNCTUREa 5 111—T111a , 'u 1'11-01.5a ` 1 -� 11N 'rE, IIItI"I =am.rrnIlr=r N ua . _t , -en eL S -1-L; ,a a �ILu n INT t�icr%,. `1 795' B :R* Z- OF—LEC -11- i4^E 0N! T - FITFu'UERRI"LNi' 0 aa11°f yr TD MIrCn AI TPIP•G , -r, N . ND PAF . �LLDR aP N� P2P'1•v [R] COTTONTAIL D HEI_vT NE Ai v'P n w-yEMI B' 27% 111 Ara• 2'-8' S r TUE CALLA+,ED _=N.,N 1IF 411 Fot' TUE 91_5 ^,c RETCOM 183' �ENf_>�y-111 s IN. 11':I.TPF='Lslfk-iIL 4vt Yrs`. o' il�TAciSr.TNZ—.TTTII: — LTNEP N4.tF'AAC ^II°a. J E2. r _ rDIM VDOTsPEnF -11 A5,ALTERNATEN BREAKAWAY CABLE IN TERMINAL NO FLARE cA- i. x,T 300' 300' [L] WARBLER 11+00 TO 13+30 2'-10' vv IV) c,,ca \ \ \ \ \ \ - \(O 2\2 4,930\ SF 1 1 1 I \ A o U) LU —55 , , 231 o 1 / / d 1 4,6, 811194 I SF I ROP. -- `L 0, 1 1 +p0 -WATER ES j % I I I I I o 30 p 3060 90 �.iI i i , I n 1 "= 30' Q co co CD o rn C12w NOTE: ALL DRIVEWAY CULVERTS ARE 1511 DIAMETER UNLESS OTHERWISE NOTED U REFER TO — 0 PE 1 DETAIL, SHEET RP17 FOR CULVERT AND DITCH PLACEMENT. w Q U g 5 COTTONTAIL WAY STA 34+50 -> 37+96.41 SCALES: Design Speed: 25 MPH ADT: 240 1" = 30' VOR 1" - 10' VER 59 58 58 57 57 565 560 2 GUARDRAIL END TREATMENT TYP P12 555 550 CLEAR ZONE LINE G LR A b X w No Less 12'8" of L( CRASHINORT1iY TERMINAL b C A 1„ END OF BARRIER NEED SHY p C, LINE a Y b LK D x v i3iEDG�'EJF..;:: RdV � ��>CJCN�.;'»:»;>;<:>i>:':i:i; �.�: ': X = Length of Need v' Cz - Clear Zone Width // y + LI, Max. =Cz X=LI, (t -y/ LN) Lr[ = Runout Length Y = Offset to Face of Guardrail E IwGE xO,N- I. _S _Ua i5 `.ix ElryxZ S � T F E icA4 riS 01 OR rc A—Al'rBEH;, ITNE FLA iOxiHPF�iN [ v�:Pll �NNREOc�IR�Cvc NT, ilE HIWN. OFFSET F P... HE RMi t... NNO, E N';h1f �tnG AR =TEND i11=UCRNRv# 30LL° 0: TF 1 tabu[ +wJ rxCU_ IIn <, Vi CH --N is-FIFL�ps�REAN Iry->E [- L: 4MEa�• -N' 1 r_.Tx..IR.a-lu>N r._ v awe u•M�rn_: Hw, -.I e.0 . Ix wwu. w SECTION A -A- A OR IN NOPt, it{ ( nO;V^. SODA] E[ A< CI.DS= ne PoSSNIf m 11 ,Ex CC 11. -.TION N GcL+TH [J Ll—'IS.rn- - SLHUL EITOa CG _ -ISGN "INN 'IiI,NIL 9—PLA E:NC �� cIIr,FI-AM rlrPraa.N•.vanr'r l�rOli+'SFn-rrr.-rx nTPl„r,NAV OSVLnlniirA4UttyPIL.'.v [ F5 ViFOF Dw 1 �tev:[ rG IT S \ MLL 9 R ttL 1 T— 5 U1 cLA Irk, il,c aaf.,.rfC ur.Cms s= 111—AT.a- II -D IFITs r<rC RCrF VRrFC.rFE5 S`MmnR El:s. SLD✓= IU .1 v1 S it I;S F TF 11 xilx A SECTION CY (S.EuN nC-E k` _ ----------- ---- A DETAILD A SECTION E3-8 s. .��c `-'v a. n�R B SLIP: =R fLA`'[T �h 10 ru GI ..I J _FE TRMSR:v.O}0 r111- 61 NA b-S-r� D > >:. %IS-— TRAHSTDN >_G �., I � . LJ 1 - -, - - N� �� I�D,w_t� _L�t tEN,D I -- ----- - I - - -- - __ -. - — . , _ ----_OPEN- J■ SSsEcH -Ll RD IVDrIM.lvi, ■ • ■ ■ t • t H _J SITE PREPARATION RECUREMENTS FOR GR -8 REF —T, IT INSTALLATIONI” SITE PRE �.L c ,GL GUARDRAIL PARATION REQUIREMENTS FOR GR -9 vDaT 2DnD >v ° DNIDGL � .� [L] COTTONTAIL rN -A-G 2'-26' 795' 795' vv IV) c,,ca \ \ \ \ \ \ - \(O 2\2 4,930\ SF 1 1 1 I \ A o U) LU —55 , , 231 o 1 / / d 1 4,6, 811194 I SF I ROP. -- `L 0, 1 1 +p0 -WATER ES j % I I I I I o 30 p 3060 90 �.iI i i , I n 1 "= 30' Q co co CD o rn C12w NOTE: ALL DRIVEWAY CULVERTS ARE 1511 DIAMETER UNLESS OTHERWISE NOTED U REFER TO — 0 PE 1 DETAIL, SHEET RP17 FOR CULVERT AND DITCH PLACEMENT. w Q U g 5 COTTONTAIL WAY STA 34+50 -> 37+96.41 SCALES: Design Speed: 25 MPH ADT: 240 1" = 30' VOR 1" - 10' VER 59 58 58 57 57 565 560 2 GUARDRAIL END TREATMENT TYP P12 555 550 CLEAR ZONE LINE G LR A b X w No Less 12'8" of L( CRASHINORT1iY TERMINAL b C A 1„ END OF BARRIER NEED SHY p C, LINE a Y b LK D x v i3iEDG�'EJF..;:: RdV � ��>CJCN�.;'»:»;>;<:>i>:':i:i; �.�: ': X = Length of Need v' Cz - Clear Zone Width // y + LI, Max. =Cz X=LI, (t -y/ LN) Lr[ = Runout Length Y = Offset to Face of Guardrail 545 540 535 530 525 520 515 TYPICAL GUARDRAIL WARRANT CALCULATION (TYP. FOR 7.5' FILL SLOPE AT DESIGN SPEED) LR 7' shoulder + 7.5' ® 2:1 slope = 22' 510 Y=4' LR = 8 x LR for speeds less than 45 mph = 176' X = 176'(1-(4')/22') = 144' L0 C-0 3 GUARDRAIL WARRANT TYP � P12 34 0 __--VPI STA... -=-36+25.0 _.._-_.__._-_.__-- --VSD'-=1-76.68 5....... --......................- — - -— _ EXISTING --- -___........ rn- Oq,- I� o - ............. _ a..- _ _ --- _ - -... - --- - w._...__ . _._ . • � to ....-_..__.-_ _..._, _ ._.—.__- o _. N LLI __. �_--_.—_1:53 - __ — �„ 3-- — ---- - - -.F-. --- - -- ---► w'-- _ -------- u + (n -to ERI — _..- ...... - ... _ ...._ w -- _.-....-... _ LEV: 536:26_.. R �Nt _.....- .- - _ �_ - - - -- - ¢ F- __ _(� O —cD .... `c ¢ x - _.-- M _..........._.. - _ _ - _15 -RCP--STORM : . _. 4 !-fl/P-W-- 2 P_ Wq p ........._. __ _ co_ a...,__ ,.,� __ ..-.__ -STA: 36+77:61 -0 -. RCP--7STO M cn to;, a - --- .-.. - 0------STA-37+59.31 - - - --- -- _._ ---- - - --- -- - -Q -n------ELEV:520.00 - _- ---- -- - - - .- - LO Lo O 00 O LO LCA N I� O o0 � ro 00 00 r6 r-5 00 o6 d- .-- Cn LCA Lii d" LCA � d- r0 � cV Ln Ln Ln u7 Ln Ln LCA Ln Ln +50 35+00 35+50 36+00 36-5) 37+00 37+50 38+00 38+ IN 590 W Q Z 585 J z- cv In. � 580 -t- cT6 VJ 575 EE-l—f M t!-�I 570 M rp LO O 1�1 v 4— 'd" 565 w � c� 560 W 555 I� E-� 550 Q E- E --i 545 I 540 Q 535 Q 530 w a F- W � 525 w w Q UO 520 DOM. PROJECT NO:13w003 515 INDEX TITLE: 510 RP12 SHEET NO: 12 OF 47 50 DATE. 11/07/2014 GUARDRAIL LENGTH OF NEED CHART ROAD STA FILL HEIGHT LENGTH OF NEED LENGTH OF G/R PROV'D COMMENTS [R] KCENDRA 43+60 TO 44+50 4'-36' 90' 90' END OF CUL-DE-SAC [L] COTTONTAIL 10+50 TO 15+00 2'-8' 410' 410' [L] COTTONTAIL 18+00 TO 26+50 2'-26' 795' 795' [R] COTTONTAIL 24+00 TO 25+75 2'-8' 223' 183' G/R ENDS AT FILL TO CUT [R] WIARBLER 11+00 TO 14+00 2'-20' 300' 300' [L] WARBLER 11+00 TO 13+30 2'-10' 230' 200' DRIVEWAY ENDS G/R EARLY [R] WARBLER 17+00 TO 18+25 2'-10' 230' 150' G/R ENDS AT FILL TO CUT [L] WARBLER 17+00 TO 18+25 T-8' 210' 150' G/R ENDS AT FILL TO CUT [R] WARBLER 22+00 TO 24+00 2'-16' 270' 210' G/R ENDS AT FILL TO CUT [L] WARBLER 22+00 TO 24+00 2'-14' 230' 210' G/R ENDS AT FILL TO CUT 545 540 535 530 525 520 515 TYPICAL GUARDRAIL WARRANT CALCULATION (TYP. FOR 7.5' FILL SLOPE AT DESIGN SPEED) LR 7' shoulder + 7.5' ® 2:1 slope = 22' 510 Y=4' LR = 8 x LR for speeds less than 45 mph = 176' X = 176'(1-(4')/22') = 144' L0 C-0 3 GUARDRAIL WARRANT TYP � P12 34 0 __--VPI STA... -=-36+25.0 _.._-_.__._-_.__-- --VSD'-=1-76.68 5....... --......................- — - -— _ EXISTING --- -___........ rn- Oq,- I� o - ............. _ a..- _ _ --- _ - -... - --- - w._...__ . _._ . • � to ....-_..__.-_ _..._, _ ._.—.__- o _. N LLI __. �_--_.—_1:53 - __ — �„ 3-- — ---- - - -.F-. --- - -- ---► w'-- _ -------- u + (n -to ERI — _..- ...... - ... _ ...._ w -- _.-....-... _ LEV: 536:26_.. R �Nt _.....- .- - _ �_ - - - -- - ¢ F- __ _(� O —cD .... `c ¢ x - _.-- M _..........._.. - _ _ - _15 -RCP--STORM : . _. 4 !-fl/P-W-- 2 P_ Wq p ........._. __ _ co_ a...,__ ,.,� __ ..-.__ -STA: 36+77:61 -0 -. RCP--7STO M cn to;, a - --- .-.. - 0------STA-37+59.31 - - - --- -- _._ ---- - - --- -- - -Q -n------ELEV:520.00 - _- ---- -- - - - .- - LO Lo O 00 O LO LCA N I� O o0 � ro 00 00 r6 r-5 00 o6 d- .-- Cn LCA Lii d" LCA � d- r0 � cV Ln Ln Ln u7 Ln Ln LCA Ln Ln +50 35+00 35+50 36+00 36-5) 37+00 37+50 38+00 38+ IN 590 W Q Z 585 J z- cv In. � 580 -t- cT6 VJ 575 EE-l—f M t!-�I 570 M rp LO O 1�1 v 4— 'd" 565 w � c� 560 W 555 I� E-� 550 Q E- E --i 545 I 540 Q 535 Q 530 w a F- W � 525 w w Q UO 520 DOM. PROJECT NO:13w003 515 INDEX TITLE: 510 RP12 SHEET NO: 12 OF 47 50 DATE. 11/07/2014 IN 590 W Q Z 585 J z- cv In. � 580 -t- cT6 VJ 575 EE-l—f M t!-�I 570 M rp LO O 1�1 v 4— 'd" 565 w � c� 560 W 555 I� E-� 550 Q E- E --i 545 I 540 Q 535 Q 530 w a F- W � 525 w w Q UO 520 DOM. PROJECT NO:13w003 515 INDEX TITLE: 510 RP12 SHEET NO: 12 OF 47 50 DATE. 11/07/2014 DATE. 11/07/2014 / 91 1 F_ 100 /STREA -BUFF / 1 1 1 .1 •1 •■ M■ i■ a■+■ i 570 565 560 555 550 545 540 535 530 525 520 515 510 505 500 495 490 00 Lo 18+ WARBLER WAY STA 18+00 -> 27+00 SCALES: Design Speed: 25 MPH ADT: 230 1' = 30' HOR 1' = 10' VER c 0 .c E 0 0 sI M MIC RS 9 * Li . o. 33028 www' �S10NAL NOTE: ALL DRIVEWAY CULVERTS ARE 15" DIAMETER UNLESS OTHERWISE NOTED. REFER TO PE -1 DETAIL, SHEET RP17 FOR CULVERT AND DITCH PLACEMENT. - i -VRI -STA-= -2Q+75.0 I VPE EL 3=: 2- - -- ---------.._._ - z ` - ---- - ------ - +------------ -- - ---- qd4 -- -- - ---- -- --- - -- — -- - -- -- — = - -- ----- -- ------ --- ;_ ---------------- ----- — - _= --- -}SSD-=-�fi2:41--- - o 0 � m 0 - --- --------� ---__ _ -- __ .34: - - C\2 -------------- :-12.fi6- -- -- -- - 27 _--- ` ! CD _ O ;--- ----- ---..- ---------- ---------- -------------- --- -- -------- -- W A �bJ bb0 ? 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COVE --- - - - - --oo - - - ...GRADE --- -- - - -� - . F87--_..... QIP WATERUNE ------------ ----- - -- ----_ W A U U U U NOTE: ALL DRIVEWAY CULVERTS ARE 15" DIAMETER UNLESS OTHERWISE NOTED. 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PROJECT NO:13,003 INDEX TITLE: RPI 6 SHEET NO: 16 OF 47 DATE: 11/07/2014 F1� 615 610 605 600 595 590 585 580 575 9 610 �-v�StOULDER _��,�V- `r GE -0 -- - 408:75' - 605 510 515 _ --- .�_. 500 8"-WATERLAN STkl ELEV: 605:69 645 595 „ WSE--=-600.11 - 640 590 WATERLINE :STA10+-16.DB ELEV =-650:49'--_-.-.- __.. --8 64' fREf3GAR DW- 514:17' - - - - --- - --- -- .._.. -- -- - - - "--- _7;97 -;FREEBOARD _ 4' "- 36 -RCP - CL- - ---------OUTLET--__----_-- ------- ..._ o _--- -.---- - SEV - -STA:10+29-3 _ -ELEV: 598:9 - ___._ __ �-. , _R� -_-- -- .---.. , , - -- - - - -X1ST:-GRADE -- - -- --- 625 � _=PVC-SANtTARY-SE - STA:40+-74.-24 -_ GRADE- --: :::::_mm =- -- - CULVERT D 4Sfi'-FREEBOARD-_. _ ____-- _t . 7' - CN-------- LO - - LO ` _ _ it-- --- - --- -----Al la-:_) e=NSJv=_.645:B8' -EXIST: GRADS - -- , 0 ....- _ -. ,_....._ - --- - XIST-GRADE --- --- - - _-- - -- ... - ----- - p y% e 490 t 65000 -OUTLET.--- - -- o -«i 0 -_<D 50 10+00 CULVERT B 489 5.00 H O o- - - 480 10.00 - 0�0 ! __ ...... ....... ...... ....................... «....50100 --! { ------63800j - - - - '- - - - - J - 0 5.0 10 0 15 0 20.0 25,0 30 0 35 0 40.0 45.0 50 055.0 60.0 65 0 70.0 75 0 80 0 85.0 90 Reach (ft) --- -- _ �- - -- - -- ... ._ _ ___ __ -5.0 - _ ____ ---- ------------ - u ---- ----- 50 10+00 CULVERT A 11+00 610 EDGE -OI - `r 655 605 510 515 650 600 500 - 645 595 „ EDG 640 590 WATERLINE :STA10+-16.DB ELEV =-650:49'--_-.-.- 635 585 514:17' - - - - --- - --- -- .._.. -- -- - - - "--- _7;97 -;FREEBOARD _ 4' "- 36 -RCP - CL- - ---------OUTLET--__----_-- ------- ..._ o _--- -.---- - 630 580 -X1ST:-GRADE -- - -- --- 625 - -- Q, --- ---- 9 530 530 655 EDGE -OI - `r 525 650 510 515 ...__. 645 500 - 515 640 „ EDG 510 635 WATERLINE :STA10+-16.DB ELEV =-650:49'--_-.-.- 505 630 514:17' - - - - --- - --- -- .._.. -- -- - - - "--- _7;97 -;FREEBOARD _ 4' "- 36 -RCP - CL- - ---------OUTLET--__----_-- ------- ..._ o _--- -.---- - 500 625 -X1ST:-GRADE -- - -- --- 495 - -- Q, --- ---- - -- GRADE- --: :::::_mm =- -- - CULVERT D 4Sfi'-FREEBOARD-_. _ ____-- _t . 7' - CN-------- LO - - LO ` _ _ it-- --- - --- -----Al la-:_) e=NSJv=_.645:B8' -EXIST: GRADS - -- , 0 ....- _ -. ,_....._ - TLET PROTEe -!ON --- --- - - ----- -- ._ CD CD -- ... - ----- 12.00 p y% e 490 t 65000 485 50 10+00 CULVERT B 530 530 655 EDGE -OI - `r 525 650 510 515 520 645 500 - 515 640 490 - 510 635 - r-WSI 505 630 514:17' - - - - --- - --- -- .._.. -- -- - - - "--- _7;97 -;FREEBOARD _ 4' "- 36 -RCP - CL- - ---------OUTLET--__----_-- ------- ..._ o _--- -.---- - 500 625 -X1ST:-GRADE -- - -- --- 495 575 9 525 525 EDGE -OI - `r -`Ij 520 510 515 505 -/:=::-E EV- -522.14° 500 - -STA:10+44:87 -ELE0519.10.__._ �. o G�ELE�:5299' 490 - 485 CD--- --- - - - - r-WSI 8.00 6.00 4.00 2.00 0.00 -2.00 4.00 'T v- 514:17' - - - - --- - --- -- .._.. -- -- - - - "--- _7;97 -;FREEBOARD _ 4' "- 36 -RCP - CL- - ---------OUTLET--__----_-- ------- ..._ o _--- -.---- - - ----- -- - - -X1ST:-GRADE -- - -- --- ----- - - -- Q, --- ---- - -- GRADE- --: :::::_mm =- -- - CULVERT D - -- 505 Q ----------------- _----+ - CN-------- LO - - LO ` _ _ it-- --- - --- -----Al .1-- --------- - -- , 0 ....- _ -. ,_....._ - _ 50 10+00 CULVERT C 525 525 * CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL *CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL (TYPE S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 (TYPE S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 480 9 N 520 525 515 520 510 515 505 510 500 505 495 500 490 495 485 * CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL *CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL (TYPE S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 (TYPE S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 480 9 N f D{iE Q� cV _ �e E -�EJICL' C"115�\-/L=L1L1�17�0--;--- - iE_V;-5t& --� - CL CL4 -oEll -. 0 _.. ----- a- C 'L _---- --8"-WATERLINE __- CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 Culvert Report WARBLER WAY STA 23+00 Hrrr0-w ess xprEa�,s,a Wk, .de,Awxc„n AD"13a�byAaede0, Ine Fnday, Na142o1, D Invert Elev Dn (R) = 497.79 Calculations Length (ft) = 82.79 Qmin (cfs) = 17.67 SI Efe = 500. Qmax (cfs) = 17.67 Invert Efev Up (ft) = 500.21 TaiRvater Efev {ft} _ (dc+D J2 Rise (in) = 36.0 ) Sha =Circular n ( Highlighted Span (in) = 36.0 QtotaI (cfs) = 17.67 No. Barrels = 1 Qpipe (efs) = 17.67 (cfs) = 0.00 = 0.012 VelocQoveDn Culvert Culvert Type = Circular Concrete Veloc Dn (ft/s) = 3.22 Culvert Entrance =Square edge w'headvrall (C} Veloc Up {tVs) = 5.76 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 499,96 HGL Up {R} = 541.55 STA:40+45- - ----- - Hydraflw Express Extenslon forAAodesk* AuN CADV CM 3DT by Autodesk. Inc. Tuesday, Aug 112015 CULVERT B Invert Elev Dn (ft) = 640M Calculations Pipe Length (ft) = 51.80 Orrin (cls) = 1.55 Slope (%) = 9.69 Qmax (cfs) = 1.55 Invert Elev Up (ft) = 645.11 Tailwater Elev (ft) = (dc+p)/2 Rise (in) = 18.0 Shape = Circular Highlighted Span (n} = 18.0 Qtotal (cis) = 1.55 No. Barrels = 1 Qpipe (cfs) - 1.55 n -Value = OAl2 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 1.26 Culvert Entrance = Groove end projecting C Veloc U ftis = 3.30 Prof 9 O p ( ) Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 HGL Dn (ft) = 641.07 HGL Up (ft) = 645.58 Embankment Hw Elev ft = 645.88 () Top Elevation (ft) = 651.07 Hw/D (ft) = 0.38 Top Width (ft) = 30.00 Flow Regime =Inlet Control Crest Width (ft) - 75.00 - 515 Q - r-WSI 8.00 6.00 4.00 2.00 0.00 -2.00 4.00 'T v- -15 83- .� `FR`EEBOiARD--- __0ttTtET _ - - - - PR 0TEGTI0N - ----- -X1ST:-GRADE -- - -- --- ----- - - -- Q, --- ---- CD- LO-- W k?�z-I--- 50 10+00 CULVERT D �'--I A V - 16.79 - 12.79 - 8.79Wn- m �-- 4.79 Q W Z C.. _ 0.79C 9 z U-3 CAII LO L0 1!7 W M 3.2, to ci m CO 721 O O O * 0 CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL 5.0 ,D.o 15.0 0o 25.0 3D.0 35D 400 45o 500 550 600 65-0 700 750 80C850 Reach {ft} (TYPE S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 � 6i J U - to O O T. PE -1 ray x yy V I SI F- I � AACCREGO USHER I Z ( tat ( I NO. 25 26 I ( w Ig I Idol Zj IOW I Di I I GRADE z `` _J � Cali �� � J w GRADE � �12E 5 Y1 M. NOTE 3 > 1 I �,�r O v� NONE 3 � v z S PPE CULVERTS IF NECESSARY LAJ 1A- aQ e g LL - 704 "4 SHDULDER La r r'MAM ROADWAY PAVEMENT It NOTES, E� CE SNk.� 7r E OYER UNDER ENTRANCES Pi A3 SHOWN W irE of AEF?R TAE u! CmS FOR LP Aawc�P. F CEWY DITCH MAY MOVED BACK TO PROVIDE AT LEAST 9" OF COYER 2 ENTRANCE GRADES ARE TO BE SMOOTHLY TIED INTO THE ROADWAY BY ROUNDM AS NECESSARY. & 12.OR EXISTING WIDTH WHICHEVER IS GREATER. 4_LENGTHS OF CULVERTS SHOWN ON ROADPLAN4 FOR ENTRANCES ARE APPROXIMATE AND SHALL BE AO.AI6TEU TO OBTAIN ABOVE ROADWAY WIDTHS. 5.ENTRANCES IN Fll lb BE SAME AS ABOVE EXCEPT LOCATION OF CULVERT (WHEN NEC£5^aANYT. Si ECFF CATKON REFERENCfx STANDARD PRIVATE ENTRANCES REV. 0/06 312 602.02 VIRGINIA DEPARTMENT OF TRANSPORTATION COO LOT 54 LOT 5 LOT 6 LOT 7 LOT 20 LOT 17 W Q E 5?5 LOT 55 595 535 535 545 LOT 53 545 535 535 540 54n 555 ��1 rdn �dn �,d� LOT 19 r,n� r,r_r LOT 18 r_r� �-7„ 520 515 510 505 - --__--,..21Y 14" CMP a O O 00- ro U7 CO to Ai N Z N z 520 530 515 525 510 520 505 515 X - x O r _ 11 ) rtpn no uj _u 0 Z N Z 530 540 N 525 535 520 530 515 525 8 18 _ CMP -0 _1.672 -8 i00� M P C0___ tD11)-.-0 M to Ftft _ 540 530 535 525 530 520 525 515 _ 2 - -18" _CMP O M M O to > to Z�- N Z 530 535 525 530 520 525 515 520 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 COTTONTAIL WAY STA 25+05 Culvert Report _ �e E Culvert Report COTTONTAIL WAY STA 10+40 U In N Nc 520 C 'L oQdJ`-° V * (TYPE CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 Culvert Report WARBLER WAY STA 23+00 Hrrr0-w ess xprEa�,s,a Wk, .de,Awxc„n AD"13a�byAaede0, Ine Fnday, Na142o1, D Invert Elev Dn (R) = 497.79 Calculations Length (ft) = 82.79 Qmin (cfs) = 17.67 SI Efe = 500. Qmax (cfs) = 17.67 Invert Efev Up (ft) = 500.21 TaiRvater Efev {ft} _ (dc+D J2 Rise (in) = 36.0 ) Sha =Circular n ( Highlighted Span (in) = 36.0 QtotaI (cfs) = 17.67 No. Barrels = 1 Qpipe (efs) = 17.67 (cfs) = 0.00 = 0.012 VelocQoveDn Culvert Culvert Type = Circular Concrete Veloc Dn (ft/s) = 3.22 Culvert Entrance =Square edge w'headvrall (C} Veloc Up {tVs) = 5.76 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 499,96 HGL Up {R} = 541.55 c>0� HydraBbw Express Extension WAutodeSn Au tOCADS 00 3D,- by Autodesk, Inc. Tuesday. Aug 112015 CULVERT A Invert Elev Dn (ft) - 588.76 Calculations Pipe Length (ft) = 74.77 Orrin (cfs) = 17.36 Slope (%) = 12.95 Qmax (cfs) = 17,36 Invert Elev Up (ft) = 598.44 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 36.0 Shape = Circular Highlighted pPipe Span (in) =36.0 Qtotal (cfsj = 97.36 No. Barrels = 1 Qpipe (cfs) = 17.36 n -Value = 0.012 Qovertop (Cis} = D.00 Culvert Type = Circular Concrete Veloc Dn (fVs) = 3.18 Culvert Entrance = Groove end projecting (C) Veloc Up (IVs) = 5.73 Coeff, K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 HGL Dn (ft) = 590.93 HGL Up (ft) = 599.77 Embankment Hw Elev (ft) = 600.11 Top Elevation (ft) = 609.42 Hw/D (ft) = 0.56 Top Width (ft) = 35.00 Flow Regime =Inlet Contra) Crest Width (ft) = 175.00 Hydraflw Express Extenslon forAAodesk* AuN CADV CM 3DT by Autodesk. Inc. Tuesday, Aug 112015 CULVERT B Invert Elev Dn (ft) = 640M Calculations Pipe Length (ft) = 51.80 Orrin (cls) = 1.55 Slope (%) = 9.69 Qmax (cfs) = 1.55 Invert Elev Up (ft) = 645.11 Tailwater Elev (ft) = (dc+p)/2 Rise (in) = 18.0 Shape = Circular Highlighted Span (n} = 18.0 Qtotal (cis) = 1.55 No. Barrels = 1 Qpipe (cfs) - 1.55 n -Value = OAl2 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 1.26 Culvert Entrance = Groove end projecting C Veloc U ftis = 3.30 Prof 9 O p ( ) Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 HGL Dn (ft) = 641.07 HGL Up (ft) = 645.58 Embankment Hw Elev ft = 645.88 () Top Elevation (ft) = 651.07 Hw/D (ft) = 0.38 Top Width (ft) = 30.00 Flow Regime =Inlet Control Crest Width (ft) - 75.00 X00 E 515 Q 'o �mm� 8.00 6.00 4.00 2.00 0.00 -2.00 4.00 'T v- j_ 00 0 Y W = U 52100 517.00 51300 509 00 50500 _.. 497.00 --i 493,00 - 510 E � W k?�z-I--- Elev {ft) Hw Depth (ft) Profile 505 Q 0 P --1 � O ...... 500 ` _ _ C3 w 61200 608 00 - h y 495 -- , 0 ....- _ -. ,_....._ - _ 5 4.00 - ----- -- ._ -- -- ... - ----- 12.00 p y% e 490 t 65000 485 489 5.00 H O � - 480 10.00 - 0�0 �'--I A V - 16.79 - 12.79 - 8.79Wn- m �-- 4.79 Q W Z C.. _ 0.79C 9 z U-3 CAII LO L0 1!7 W M 3.2, to ci m CO 721 O O O * 0 CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL 5.0 ,D.o 15.0 0o 25.0 3D.0 35D 400 45o 500 550 600 65-0 700 750 80C850 Reach {ft} (TYPE S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 � 6i J U - to O O T. PE -1 ray x yy V I SI F- I � AACCREGO USHER I Z ( tat ( I NO. 25 26 I ( w Ig I Idol Zj IOW I Di I I GRADE z `` _J � Cali �� � J w GRADE � �12E 5 Y1 M. NOTE 3 > 1 I �,�r O v� NONE 3 � v z S PPE CULVERTS IF NECESSARY LAJ 1A- aQ e g LL - 704 "4 SHDULDER La r r'MAM ROADWAY PAVEMENT It NOTES, E� CE SNk.� 7r E OYER UNDER ENTRANCES Pi A3 SHOWN W irE of AEF?R TAE u! CmS FOR LP Aawc�P. F CEWY DITCH MAY MOVED BACK TO PROVIDE AT LEAST 9" OF COYER 2 ENTRANCE GRADES ARE TO BE SMOOTHLY TIED INTO THE ROADWAY BY ROUNDM AS NECESSARY. & 12.OR EXISTING WIDTH WHICHEVER IS GREATER. 4_LENGTHS OF CULVERTS SHOWN ON ROADPLAN4 FOR ENTRANCES ARE APPROXIMATE AND SHALL BE AO.AI6TEU TO OBTAIN ABOVE ROADWAY WIDTHS. 5.ENTRANCES IN Fll lb BE SAME AS ABOVE EXCEPT LOCATION OF CULVERT (WHEN NEC£5^aANYT. Si ECFF CATKON REFERENCfx STANDARD PRIVATE ENTRANCES REV. 0/06 312 602.02 VIRGINIA DEPARTMENT OF TRANSPORTATION COO LOT 54 LOT 5 LOT 6 LOT 7 LOT 20 LOT 17 W Q E 5?5 LOT 55 595 535 535 545 LOT 53 545 535 535 540 54n 555 ��1 rdn �dn �,d� LOT 19 r,n� r,r_r LOT 18 r_r� �-7„ 520 515 510 505 - --__--,..21Y 14" CMP a O O 00- ro U7 CO to Ai N Z N z 520 530 515 525 510 520 505 515 X - x O r _ 11 ) rtpn no uj _u 0 Z N Z 530 540 N 525 535 520 530 515 525 8 18 _ CMP -0 _1.672 -8 i00� M P C0___ tD11)-.-0 M to Ftft _ 540 530 535 525 530 520 525 515 _ 2 - -18" _CMP O M M O to > to Z�- N Z 530 535 525 530 520 525 515 520 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 COTTONTAIL WAY STA 25+05 Culvert Report ........ .. Culvert Report COTTONTAIL WAY STA 10+40 Culvert Report WARBLER WAY STA 17+40 p * (TYPE CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 Culvert Report WARBLER WAY STA 23+00 Hrrr0-w ess xprEa�,s,a Wk, .de,Awxc„n AD"13a�byAaede0, Ine Fnday, Na142o1, D Invert Elev Dn (R) = 497.79 Calculations Length (ft) = 82.79 Qmin (cfs) = 17.67 SI Efe = 500. Qmax (cfs) = 17.67 Invert Efev Up (ft) = 500.21 TaiRvater Efev {ft} _ (dc+D J2 Rise (in) = 36.0 ) Sha =Circular n ( Highlighted Span (in) = 36.0 QtotaI (cfs) = 17.67 No. Barrels = 1 Qpipe (efs) = 17.67 (cfs) = 0.00 = 0.012 VelocQoveDn Culvert Culvert Type = Circular Concrete Veloc Dn (ft/s) = 3.22 Culvert Entrance =Square edge w'headvrall (C} Veloc Up {tVs) = 5.76 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 499,96 HGL Up {R} = 541.55 MICHAEL F. MYERS 9 Lic. No. 33028 ed 1'�y IONP AL HydraBbw Express Extension WAutodeSn Au tOCADS 00 3D,- by Autodesk, Inc. Tuesday. Aug 112015 CULVERT A Invert Elev Dn (ft) - 588.76 Calculations Pipe Length (ft) = 74.77 Orrin (cfs) = 17.36 Slope (%) = 12.95 Qmax (cfs) = 17,36 Invert Elev Up (ft) = 598.44 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 36.0 Shape = Circular Highlighted pPipe Span (in) =36.0 Qtotal (cfsj = 97.36 No. Barrels = 1 Qpipe (cfs) = 17.36 n -Value = 0.012 Qovertop (Cis} = D.00 Culvert Type = Circular Concrete Veloc Dn (fVs) = 3.18 Culvert Entrance = Groove end projecting (C) Veloc Up (IVs) = 5.73 Coeff, K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 HGL Dn (ft) = 590.93 HGL Up (ft) = 599.77 Embankment Hw Elev (ft) = 600.11 Top Elevation (ft) = 609.42 Hw/D (ft) = 0.56 Top Width (ft) = 35.00 Flow Regime =Inlet Contra) Crest Width (ft) = 175.00 Hydraflw Express Extenslon forAAodesk* AuN CADV CM 3DT by Autodesk. Inc. Tuesday, Aug 112015 CULVERT B Invert Elev Dn (ft) = 640M Calculations Pipe Length (ft) = 51.80 Orrin (cls) = 1.55 Slope (%) = 9.69 Qmax (cfs) = 1.55 Invert Elev Up (ft) = 645.11 Tailwater Elev (ft) = (dc+p)/2 Rise (in) = 18.0 Shape = Circular Highlighted Span (n} = 18.0 Qtotal (cis) = 1.55 No. Barrels = 1 Qpipe (cfs) - 1.55 n -Value = OAl2 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 1.26 Culvert Entrance = Groove end projecting C Veloc U ftis = 3.30 Prof 9 O p ( ) Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 HGL Dn (ft) = 641.07 HGL Up (ft) = 645.58 Embankment Hw Elev ft = 645.88 () Top Elevation (ft) = 651.07 Hw/D (ft) = 0.38 Top Width (ft) = 30.00 Flow Regime =Inlet Control Crest Width (ft) - 75.00 Hydra flw Express E>Qansim foresfa9 AutadAutoCAD* Civil SDS by Autodes ,Inc. Fnday, Nod 14 2014 CULVERT C Invert Elev Dn (ft) = 510.85 Calculations Pipe Length (ft) = 39,94 Qmin (cfs) = 22,19 Slope (%) = 2.88 Qmax (cfs) = 22.19 Invert Elev Up (ft) = 512.00 Tailwater Elev (ft) = (dc+0)12 Rise (n) = 36,0 Shape = Circular Highlighted Span {in} = 36.0 Qtotal (cfs} = 22.19 No, Barrels = 1 Qpipe {cfs} = 22.19 n -Value = 0.012 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc on (ft/s) = 3.89 Culvert Entrance Square edge w/headwall C Veloc U ft!s = 6.21 = 4 9 O p ( ) Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL on (ft) = 513.11 HGL U ft = 513.51 v O Embankment Hw Elev ft = 514.17 To Elevation ft = 522.99 Hw/D(ft)O = 0.72 Top Width (ft) (} = 30.00 flow Regime =Inlet Control Crest Width (ft) - 75.00 E A � O � .� 8.00 6.00 4.00 2.00 0.00 -2.00 4.00 j_ 00 0 Y W = U 52100 517.00 51300 509 00 50500 _.. 497.00 --i 493,00 - Elev (ft) Hw Depth (ft) Profile Hw De ft Elev (ft) Profile Depth () 652.00 689 k?�z-I--- Elev {ft) Hw Depth (ft) Profile Embankment Hw Elev (ft) = 502 07 Top Elevation (ft) = 518.44 Hw,D (ft) = 0.62 Top Width (ft) = 30.00 Flow Regime = Inlet Control Crest Width (ft) = 75.00 Elev (ft) Hw Depth (ft) P Profile 0 P --1 � O ...... ` _ _ C3 w 61200 608 00 - ,......... ...I.. . m. ...._, - ...... _.. .. - . w - _/1777F_ t... , 13.56 ._,_+ - - ! s 56 -- , _ .._.........___............. _- _ i ._._... ,.,. i ...,.. ..-. - - - - - - - I_ _ ._ - - - ....- _ -. ,_....._ - _ 5 4.00 - ----- -- ._ -- -- ... - ----- 12.00 ...._.; ....... ., , t 65000 489 5.00 .. ;, � - . 10.00 �'--I A V - 16.79 - 12.79 - 8.79Wn- m �-- 4.79 Q W Z C.. _ 0.79C 9 z U-3 CAII LO L0 1!7 W M 3.2, to ci m CO 721 O O O * 0 CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL 5.0 ,D.o 15.0 0o 25.0 3D.0 35D 400 45o 500 550 600 65-0 700 750 80C850 Reach {ft} (TYPE S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 � 6i J U - to O O T. PE -1 ray x yy V I SI F- I � AACCREGO USHER I Z ( tat ( I NO. 25 26 I ( w Ig I Idol Zj IOW I Di I I GRADE z `` _J � Cali �� � J w GRADE � �12E 5 Y1 M. NOTE 3 > 1 I �,�r O v� NONE 3 � v z S PPE CULVERTS IF NECESSARY LAJ 1A- aQ e g LL - 704 "4 SHDULDER La r r'MAM ROADWAY PAVEMENT It NOTES, E� CE SNk.� 7r E OYER UNDER ENTRANCES Pi A3 SHOWN W irE of AEF?R TAE u! CmS FOR LP Aawc�P. F CEWY DITCH MAY MOVED BACK TO PROVIDE AT LEAST 9" OF COYER 2 ENTRANCE GRADES ARE TO BE SMOOTHLY TIED INTO THE ROADWAY BY ROUNDM AS NECESSARY. & 12.OR EXISTING WIDTH WHICHEVER IS GREATER. 4_LENGTHS OF CULVERTS SHOWN ON ROADPLAN4 FOR ENTRANCES ARE APPROXIMATE AND SHALL BE AO.AI6TEU TO OBTAIN ABOVE ROADWAY WIDTHS. 5.ENTRANCES IN Fll lb BE SAME AS ABOVE EXCEPT LOCATION OF CULVERT (WHEN NEC£5^aANYT. Si ECFF CATKON REFERENCfx STANDARD PRIVATE ENTRANCES REV. 0/06 312 602.02 VIRGINIA DEPARTMENT OF TRANSPORTATION COO LOT 54 LOT 5 LOT 6 LOT 7 LOT 20 LOT 17 W Q E 5?5 LOT 55 595 535 535 545 LOT 53 545 535 535 540 54n 555 ��1 rdn �dn �,d� LOT 19 r,n� r,r_r LOT 18 r_r� �-7„ 520 515 510 505 - --__--,..21Y 14" CMP a O O 00- ro U7 CO to Ai N Z N z 520 530 515 525 510 520 505 515 X - x O r _ 11 ) rtpn no uj _u 0 Z N Z 530 540 N 525 535 520 530 515 525 8 18 _ CMP -0 _1.672 -8 i00� M P C0___ tD11)-.-0 M to Ftft _ 540 530 535 525 530 520 525 515 _ 2 - -18" _CMP O M M O to > to Z�- N Z 530 535 525 530 520 525 515 520 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 604 00 600.00 596 04 -- 592.00 584.00 0 ........ .. 556 1.56 -244 -6.44 -1444 64800 646.00 64400 642.00 0.0 2.89 0.89 311 -5.11 .711 _7.11 5^0.00 51800 516.00 51400 512 DO 510.00 508.00 0.0 8.00 6.00 4.00 2.00 0.00 -2.00 4.00 52100 517.00 51300 509 00 50500 _.. 497.00 --i 493,00 - ----t•- k?�z-I--- .Em nkNTie - - --., .,. -- - r .__....{.__.._.. T ._. - ...... ` _ _ - - _' -- , ....- _ -. ,_....._ - _ _____.� ..,.. ...... ------a _.____, ....... .. ...... ..... ...... --- -- - .._.. _. .. ........ ... .. .. , of ; ........, _., , .. ...� { _._.. _. _ ..- ...._.; ....... ., , t of.1Pt� - _.... _ .. ..-..�. .. ;, ..... _. .._ ___...,.. ....._- HGL- - 1 - - - -- -- - __ .. ._._ - ...... ....... ...... ....................... «....50100 --! { ------63800j - - - - '- - - - - J - 0 5.0 10 0 15 0 20.0 25,0 30 0 35 0 40.0 45.0 50 055.0 60.0 65 0 70.0 75 0 80 0 85.0 90 Reach (ft) --- -- _ �- - -- - -- ... ._ _ ___ __ -5.0 - _ ____ ---- ------------ - u ---- ----- -- _ ----- - __ -60.0 0 95.0 So 10.0 150 20.0 25.0 300 350 400 45.0 50.0 55.0 60.0 85.0 700 Reach (ft) 75.0 10.0 15 0 20 0 25 0 30.0 Reach (ft) 45 0 55- �'--I A V - 16.79 - 12.79 - 8.79Wn- m �-- 4.79 Q W Z C.. _ 0.79C 9 z U-3 CAII LO L0 1!7 W M 3.2, to ci m CO 721 O O O * 0 CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL 5.0 ,D.o 15.0 0o 25.0 3D.0 35D 400 45o 500 550 600 65-0 700 750 80C850 Reach {ft} (TYPE S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 � 6i J U - to O O T. PE -1 ray x yy V I SI F- I � AACCREGO USHER I Z ( tat ( I NO. 25 26 I ( w Ig I Idol Zj IOW I Di I I GRADE z `` _J � Cali �� � J w GRADE � �12E 5 Y1 M. NOTE 3 > 1 I �,�r O v� NONE 3 � v z S PPE CULVERTS IF NECESSARY LAJ 1A- aQ e g LL - 704 "4 SHDULDER La r r'MAM ROADWAY PAVEMENT It NOTES, E� CE SNk.� 7r E OYER UNDER ENTRANCES Pi A3 SHOWN W irE of AEF?R TAE u! CmS FOR LP Aawc�P. F CEWY DITCH MAY MOVED BACK TO PROVIDE AT LEAST 9" OF COYER 2 ENTRANCE GRADES ARE TO BE SMOOTHLY TIED INTO THE ROADWAY BY ROUNDM AS NECESSARY. & 12.OR EXISTING WIDTH WHICHEVER IS GREATER. 4_LENGTHS OF CULVERTS SHOWN ON ROADPLAN4 FOR ENTRANCES ARE APPROXIMATE AND SHALL BE AO.AI6TEU TO OBTAIN ABOVE ROADWAY WIDTHS. 5.ENTRANCES IN Fll lb BE SAME AS ABOVE EXCEPT LOCATION OF CULVERT (WHEN NEC£5^aANYT. Si ECFF CATKON REFERENCfx STANDARD PRIVATE ENTRANCES REV. 0/06 312 602.02 VIRGINIA DEPARTMENT OF TRANSPORTATION COO LOT 54 LOT 5 LOT 6 LOT 7 LOT 20 LOT 17 W Q E 5?5 LOT 55 595 535 535 545 LOT 53 545 535 535 540 54n 555 ��1 rdn �dn �,d� LOT 19 r,n� r,r_r LOT 18 r_r� �-7„ 520 515 510 505 - --__--,..21Y 14" CMP a O O 00- ro U7 CO to Ai N Z N z 520 530 515 525 510 520 505 515 X - x O r _ 11 ) rtpn no uj _u 0 Z N Z 530 540 N 525 535 520 530 515 525 8 18 _ CMP -0 _1.672 -8 i00� M P C0___ tD11)-.-0 M to Ftft _ 540 530 535 525 530 520 525 515 _ 2 - -18" _CMP O M M O to > to Z�- N Z 530 535 525 530 520 525 515 520 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 * 0 CONTRACTOR HAS OPTION TO REPLACE RCP WITH POLYETHYLENE DOUBLE WALL 5.0 ,D.o 15.0 0o 25.0 3D.0 35D 400 45o 500 550 600 65-0 700 750 80C850 Reach {ft} (TYPE S WITH A SMOOTH INTERIOR) PIPE IN ACCORDANCE WITH VDOT STD. PC -1 � 6i J U - to O O T. PE -1 ray x yy V I SI F- I � AACCREGO USHER I Z ( tat ( I NO. 25 26 I ( w Ig I Idol Zj IOW I Di I I GRADE z `` _J � Cali �� � J w GRADE � �12E 5 Y1 M. NOTE 3 > 1 I �,�r O v� NONE 3 � v z S PPE CULVERTS IF NECESSARY LAJ 1A- aQ e g LL - 704 "4 SHDULDER La r r'MAM ROADWAY PAVEMENT It NOTES, E� CE SNk.� 7r E OYER UNDER ENTRANCES Pi A3 SHOWN W irE of AEF?R TAE u! CmS FOR LP Aawc�P. F CEWY DITCH MAY MOVED BACK TO PROVIDE AT LEAST 9" OF COYER 2 ENTRANCE GRADES ARE TO BE SMOOTHLY TIED INTO THE ROADWAY BY ROUNDM AS NECESSARY. & 12.OR EXISTING WIDTH WHICHEVER IS GREATER. 4_LENGTHS OF CULVERTS SHOWN ON ROADPLAN4 FOR ENTRANCES ARE APPROXIMATE AND SHALL BE AO.AI6TEU TO OBTAIN ABOVE ROADWAY WIDTHS. 5.ENTRANCES IN Fll lb BE SAME AS ABOVE EXCEPT LOCATION OF CULVERT (WHEN NEC£5^aANYT. Si ECFF CATKON REFERENCfx STANDARD PRIVATE ENTRANCES REV. 0/06 312 602.02 VIRGINIA DEPARTMENT OF TRANSPORTATION COO LOT 54 LOT 5 LOT 6 LOT 7 LOT 20 LOT 17 W Q E 5?5 LOT 55 595 535 535 545 LOT 53 545 535 535 540 54n 555 ��1 rdn �dn �,d� LOT 19 r,n� r,r_r LOT 18 r_r� �-7„ 520 515 510 505 - --__--,..21Y 14" CMP a O O 00- ro U7 CO to Ai N Z N z 520 530 515 525 510 520 505 515 X - x O r _ 11 ) rtpn no uj _u 0 Z N Z 530 540 N 525 535 520 530 515 525 8 18 _ CMP -0 _1.672 -8 i00� M P C0___ tD11)-.-0 M to Ftft _ 540 530 535 525 530 520 525 515 _ 2 - -18" _CMP O M M O to > to Z�- N Z 530 535 525 530 520 525 515 520 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 COO LOT 54 LOT 5 LOT 6 LOT 7 LOT 20 LOT 17 W Q E 5?5 LOT 55 595 535 535 545 LOT 53 545 535 535 540 54n 555 ��1 rdn �dn �,d� LOT 19 r,n� r,r_r LOT 18 r_r� �-7„ 520 515 510 505 - --__--,..21Y 14" CMP a O O 00- ro U7 CO to Ai N Z N z 520 530 515 525 510 520 505 515 X - x O r _ 11 ) rtpn no uj _u 0 Z N Z 530 540 N 525 535 520 530 515 525 8 18 _ CMP -0 _1.672 -8 i00� M P C0___ tD11)-.-0 M to Ftft _ 540 530 535 525 530 520 525 515 _ 2 - -18" _CMP O M M O to > to Z�- N Z 530 535 525 530 520 525 515 520 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 520 530 515 525 510 520 505 515 X - x O r _ 11 ) rtpn no uj _u 0 Z N Z 530 540 N 525 535 520 530 515 525 8 18 _ CMP -0 _1.672 -8 i00� M P C0___ tD11)-.-0 M to Ftft _ 540 530 535 525 530 520 525 515 _ 2 - -18" _CMP O M M O to > to Z�- N Z 530 535 525 530 520 525 515 520 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 530 540 N 525 535 520 530 515 525 8 18 _ CMP -0 _1.672 -8 i00� M P C0___ tD11)-.-0 M to Ftft _ 540 530 535 525 530 520 525 515 _ 2 - -18" _CMP O M M O to > to Z�- N Z 530 535 525 530 520 525 515 520 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 540 530 535 525 530 520 525 515 _ 2 - -18" _CMP O M M O to > to Z�- N Z 530 535 525 530 520 525 515 520 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 530 535 525 530 520 525 515 520 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 37.6 5J L- . -S.0 - X +� N �t o trj--_ M MM 3 N Z - 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 535 550 530 545 525 540 520 535 5 --50 X x O pd M j� d -...-_O -lI N z 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 550 535 545 530 540 525 535 520 51 3. _ -3.87X- - x pil O C14 O + K5 - M !l Al 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 535 540 530 535 525 530 520 525 2C 24- -2 4'O uj 1177__ -__N- 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 540 550 535 545 530 540 525 535 -52z - - P� X O iA M O -01 1@- � 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 550 565 545 560 540 555 535 550 4 0 .44 2 CMP 06, x O �-- O _ G0 0 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 565 560LU z W 555 z C'11 01"' 550 rw Ems -1 V 1 rn O I� 580 LOT 16 580 �st� LOT 15 r,RF% �o� LOT 14 5Qn 5q5 LOT 13 5A5 Fin LOT 29 R -M F�� LOT 30 A r; dRr LOT 95 ARr, �L-7n LOT 94 i-7� AFn LOT 93 AC!n CA(1 FILL WITH GROUT AND CAP ENDS � � M -a --I 0::� 575 570 565 560 / I \ OV -1 Imnm nVTATT �pa�mw Vol .. !MIR 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 575 580 570 575 565 570 560 565 24' -CMP @-tOX x- -- x 0 It to1 CID -It � Q. S -to z 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 580 585 575 580 570 575 565 570 i11 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 585 590 580 585 575 580 570 575 92� JL x LO M iV +pp �O 07 inK___Nz 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 590 625 585 620 580 615 575 610 9"MIN 6M _ - x Lo O to- A" 0 N N T --11- l- - �> tom- (n_ 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 625 630 620 625 615 620 610 615 s MSN 18" CMP_ _- x-- --- x O I t0 + co M to - 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 630 480 625 475 620 470 615 465 -_ gD1L- ® B.33X x x O 07 to }' O 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 480 465 475 460 470 455 465 450 x x O In lin �D -F 0 c� o t0 a (1) 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 465 455 460 450 455 445 450 440 - ---56 -, - -- - - x x O to - -11 (n Z N Z 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 455 535 450 530 445 525 440 520 9 ------- --{ - - o ;o ----- -- - -- - -- p� -rpr._.fXl$TI.N�i��PE- t% ----_...n N BE ED] A[ N ----- - - 9010+00 10 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 o O w 535 G� 530 525 IQ E-1 o � w 520 (Y, Q 85 Q E -f 0 RP1'7 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 EXISTINGCULVERT ST SOTA.E22BOODONED � W � 1 4 I� FOR ALL LOTS, CONTRACTOR TO ENSURE MINIMUM 9" COVER 6i C-) OVER DRIVEWAY CULVERTS. FOR LOTS WITH 18" AND 24" 2 DRIVEWAY CULVERT PROFILES FOR 18" & 24" CULVERTS E --I �-4 CULVERTS, CONTRACTOR TO SHIFT LOCATION OF CULVERT AND DITCHLINE PER VDOT STD. PE -1 SHT RP17. FOR LIST OF LOTS RPl7 HORIZ 1" = 30', VERT 1" - 10' 1-I--1 AND CULVERT SIZES REFER TO CULVERT PROFILES SHT RP17 1�. W FOR STANDARD INSTALLATION OF 18" AND 24" CULVERTS. r� M DOM. PROJECT NO:13.003 INDEX TITLE: RP17 SHEET NO: 17 OF 47 DATE: 11/07/2014 rf) STORM CONVEYANCE CHANNEL CALCUL_ATIONS RP18 NOT TO SCALE .... ......... ... LD -268 Roadside Ditch Calculation LD -268 Roadside Ditch _ �e E Calculation --- - - - - ( Whittin ton Subdivision -Phase B _ o __......_ .-_.._ --- ......._-- -_--. _-. ___ .r .. ___....._ N N _ r. R g Earth Protective L1rnnc1 l Whittington Subdivision - Phases B ..> t,__•__.:.._ r :_:__ - = r , - w 0.9 0.5 0.3 CA Tc 12 0.2 Slape Allow W hittin on Subdivision - Phase B v0.9 0.5 LD -268 Roadside Ditch Calculation .._... -------- i 1 Earth .L A% I I Protective Lining I Vel Qn VEL DEP Qn DEP STA STA WS CA WS CA W5 CA Inc Acc ft/ft Vel Vel Qn VEL DEP Qn DEP 0.9 - 0.5 0.3 1 CA ITc 112 Q2 I ISlope Allow n selec n=.03 0.148 n=.05 n=.015 110 Q10 DEP Remarks STA ISTA JWS ICA JWS 1.66 I Inc jAcc 0.46 Grass I I 12 ff/ft IVel I : r■MNON, IVel Qn VEL DEP Qn IDEP 8.0 4.6 1.12 0.020 ®�® 1 1 � 1 ! 1 .1 �� 1 • ��®. 1 1. � 1 / �----- • ' ®� - 0.03 ��® r i � t rr � • t f f . • r r. • ��� • r. t � r r �---_-��� y 1.49 i r 17 ��® r f � f t r � r r f t• t t�®�■ t r f� r t ®-- --�� t �: 0.025 (j f 0.005 ��® 1 1 � 1 t 1 .. 1 1 • . 1 1 1 . • 1 �r"i®■ 1 1 . � 1 1 �----- ' / ®' 1 • . 0.09 ®-_-________■___-------_-_ I ®�® 1 1 � 1 11 � 1 1 / /: I. ���■ ! 1 � 1 1 �-----®® 1' 4.5 ®�® f f � i t! � f f �����■ ! r. t� r t f r ��--���® 0.030 ®®® 1 1 � 1 1 1 ® 1 1 I /, / • : / 1 ��■ 1 1: � 1 ! -�� 1®-- .. ®: ! . • ® 0.03 SCC 1 5.96 2.16 0.51 GraS9 1 1 1 I I 1 1 / 1. //• 1 1 1 1 / • 1 : . • 1. 191 12 0.025 41 0.005 ®�® 1 1 � 1! 1 ® 1 1 • t 1• 1 :: • 1 1 1: 1 1 1 1 1• • 1.• 0.094 0.123 t MEM M 4.4 2-121 0.0301 4.0 ®�® 1 1 � 1 1 1 � 1 1 1 1 1 1 ®��■ 1 1:: � 1 1 ! • ®: • 1• --�® 1®® 3.27 1 1 5.83 35 34 12 0,025 4 0.005 60 0.041 0.071 0.071 9.5 4.3 0.31 0.010 4.0 0.03 1.33 0-031 3.55 5.71 5.77 0.41 0.34 Grass 34 33 12 0.025 4 0.005 60 0.041 0.071 0.142 10.7 4.1 0.58 0.013 4.0 0.03 1.73 421 0.66 21 5.49 0.78 0.41 GraSS 33 32 12 0.025 4 0.005 35 0.024 0,054 0.195 11.7 3.9 0.76 0.033 4.0 0.03 2.62 23 12 0.025 5.29 1.03 0.38 Grass 32 31 12 0.0251 41 0005 701 0.048 0.0781 0.273 12AI 3.8 1.04 1 0.0441 4.0 0.03 3-16 4 0.005 76 5.161 1.41 0.41 Gra5S 31 30 12 0.025 41 0.005 1101 0.076 V051 0378 12.9 3.71 1.41 1 O.0531 4.0 0.03 3.65 29 12 0,025 5.07 1.92 0.44 ,GcaSs,,,<„1 30 29 12 0.025 4 0.005 160 0.11 0.14 0.518 13.3 3.6 1.89 1 0.1201 4.0 0.05 29 0.09 3.64 0.461 4.98 2.58 0.51 EC -2 29 28 12 0.025 4 0.005 80 0"055 0.085 0.603 13.8 3.61 2.16 1 0.120 4.01 0.05 30 0.11 3.77 0.48 4.90 2.96 0.54 EC -2 281 271 12 0.025 4 0.005 90 0.062 0.092 0.694 14.2 3.5 2.45 0.120 4.0 0.05 31 0.12 3.89 0.50 4.83 3.35 0.56 EC -2 27 26 12 0.0251 4 0.005 70 0.048 0.078 0.772 14.7 3.5 2.68 0.120 4.0 0.05 0.13 3.97 0.52 4.761 3.67 0.58 EC -3A 26 25 12 0.025 4 0.005 551 0.038 0.0671 0.84 15.1 3.4 2.86 0.111 4.0 0.05 SCC 17 0.14 3.92 0.54 4.69 3.94 0.61 EC -3A 25 24 12 0.025 4 0.005 60 0.041 0.0711 0.91 15.5 3.4 3.06 0.111 4.0 0.051 13 0.15 3.99 0.55 4.63 4.21 0.62 EC -3A 24 23 12 0.025 4 0.005 70 0.048 0.0781 0988 15.9 3.31 3.27 0.095 4.0 0.05 14 0.161 5.40 0.581 1 4.56 4.51 0.66 EC -3A 231 221 12 0.025 4 0.005 60 0.041 0.0711 1.059 16.2 3.3 3.46 0.079 4.0 0.05 15 0.171 4.50 0.62 4.52 4.79 0.70 EC -3A 22 21 12 0.0251 4 0.005 55 0.038 0.0671 1.127 16.6 3.2 3.64 0.060 4.0 0.05 16 0.18 4.16 0.66 4.47 5.03 0.75 EC -3A 21 20 12 0.025 4 0.005 60 0.041 0.071 1.198 1 TO 3.2 3.81 0"053 4.0 0.05 17 0.19 3.75 0.69 4.41 5.28 0.78 EC -3A 20 19 12 0.025 4 0.005 60 0.041 0.071 1.268 17.5 3.1 3.98 0-053 4.01 0.05 18 0.20 3.34 0.70 4"35 5.52 0.79 EC -3A 19 18 12 0.025 4 0.005 5 0.003 0.033 1.301 18.0 3.3 4.29 0.033 4.0 0-05 19 0.21 2.76 0.79 4.28 5.57 0.87 EC -3A 18 17 12 0.025 4 0.005 5 0.003 0.033 1.334 18.6 3.2 4.27 0.013 4.0 0.05 021 1.94 0,94 421 5.61 1.04 EC -3A SCC 2 32 31 12 0.025 4 0.005 5 0.003 0.033 0.033 5.0 5.5 0.18 0.044 4.0 0.03 2.04 7.07 0.23 0.21 Grass 31 301 12 0.025 41 0.005 5 0.003 0.033 0.066 5.8 5.21 0.34 1 0,053 4.0 0.03 2.57 6.79 0.45 0.26 V`raSS 30 29 12 0.025 4 0.005 15 0.01 0.04 0.106 6.5 5.0 0.53 1 0.120 4.0 0.03 3.89 6.58 0.70 0.26 GC8551;::;! 29 28 12 0.025 4 0.005 50 0.035 0.064 0.17 6.9 4.9 0.83 0.120 4.0 0.05 0.04 2.97 0.34 6.46 1.09 0.37 EC -2 28 27 12 0.025 4 0.005 65 0.045 0.074 0.244 7.5 4.8 1.16 0.120 4.0 0.05 0.06 3.23 0.38 6.29 1.53 0.42 EC -2 27 26 12 0.025 4 0.005 145 01 0.129 0.373 8.0 4.6 1.73 0.120 4.0 0.05 0.09 3.56 0.44 6,15 2.30 0.49 EC -2 26 25 12 0.0251 41 0.005 200 0.138 0.167 0.541 8.4 4.5 2.45 0.111 4.0 0,05 0.12 3.78 0.51 6.031 326 0.57 EC -2 25 24 12 0.025 4 0.005 2401 0.166 0.195 0.736 8.91 4.41 3.27 0.111 4.0 0.05 0.16 4.06 0.57 1 5.92 4.35 0.63 EC -3A 24 23 12 0.025 4 0.005 2451 0.169 0.198 0.934 9.3 4.41 4.07 0.095 4.0 0.05 0.20 4.04 0.63 5.82 5.43 0.71 EC -3A 23 22 12 0.025 4 0.005 215 0.148 0.178 1.112 9.7 4.3 4.75 0.079 4.0 0.05 0,24 3.921 0.70 5.72 6.36 0.78 EC -3A 221 21 12 0.025 4 0.005 175 0.121 0.15 1.262 10.1 4.2 5.28 0.060 4.0 0.05 0.26 3.63 0.76 5.62 7.09 0.85 EC -3A 21 20 12 0.025 41 0.005 90 0.062 0.092 1.354 10.6 4.1 5.55 0.053 4.0 0.05 0.28 3.51 0.80 5.521 7.47 0"89 EC -3A 20 19 12 0.025 4 0.005 75 0.052 0.081 1.435 11.1 4.0 5.76 0.053 4.0 0.05 0.29 3.54 0.81 5.42 7.78 0.90 EC -3A 19 18 12 0.025 4 0.005 75 0.052 0.081 1.516 11.7 3.9 5.92 0.033 4.0 0.05 0.30 2.99 0.89 5.29 8.02 1.00 EC -3A 18 17 12 0.025 4 0.005 45 0.031 0.06 1.577 12.3 3.8 6.00 0.013 4.0 0.05 0.30 2.11 1.07 5.17 8.161 1.20 EC -3A SCC 3 27 26 12 0.025 4 0.005 10 0.007 0.036 0.036 5.0 5.5 4.28 0.065 4.0 0.05 0.21 3.55 0.69 7.07 5.78 0.78 EC -2 28 27 12 0.025 4 0.005 60 0.041 0.071 0.107 5.5 5.3 4.65 0.052 4.0 0.05 0.23 3.33 0-75 6.91 6.27 0.84 EC -2 29 28 12 0.025 4 0.005 70 0.048 0.078 0.185 6.0 52 5.04 0.033 4.0 0.05 025 2.87 0.84 6.74 6.77 0.94 EC -2 30 29 12 0.0251 41 0.005 601 0.041 0.071 0.256 6.6 5.01 5.36 0.026 4.0 0.051 0.271 2.66 0.9011 6.561 7.21 1.00 1 EC -2 31 30 12 0.025 4 0.005 501 0.035 0.064 0.32 7.2 4.8 5.63 0.026 4.0 0.05 0.28 2.70 0.91 6.37 7.57 1.02 EC -2 32 31 12 0.025 4 0.005 601 0.041 0.071 0.391 7.8 4.7 5.91 0.033 4.0 0.05 0.30 2.99 0.89 6.20 7.95 0.99 EC -2 33 32 12 0.025 4 0.005 70 0.048 0.078 0.468 8.4 4.6 6.21 0.085 4-0 0.05 0.31 4.31 0.76 6.05 8.36 0.85 EC -3A 34 33 12 0.025 4 0.005 80 0.055 0.0851 0.553 8.7 4.5 6.55 1 0.100 4.0 0.05 1 0.33 4.64 0.75 1 5.95 8.82 0.84 EC -3A 35 34 12 0.025 4 0.005 90 0.062 0.092 0.644 9.1 4.4 6.91 4.0 0.05 0.35 4.70 0.77 5.86 9.31 0.86 EC -3A 36 35 12 0.025 4 0.005 50 0.035 0.064 0.708 9.5 4.3 7.14 4.0 0.05 0.36 4.46 0.80 5.78 9.62 0.89 EC -3A 37 36 12 0.025 4 0.005 20 0.014 0.043 0.752 9.8 4.2 7.274 4.0 0.05 0.36 3.93 0.86 5.69 9.80 0.96 EC -3A rf) STORM CONVEYANCE CHANNEL CALCUL_ATIONS RP18 NOT TO SCALE .... ......... ... LD -268 Roadside Ditch Calculation LD -268 Roadside Ditch _ �e E Calculation --- - - - - ( Whittin ton Subdivision -Phase B _ o __......_ .-_.._ --- ......._-- -_--. _-. ___ .r .. ___....._ N N _ r. R g Earth Protective L1rnnc1 l Whittington Subdivision - Phases B ..> t,__•__.:.._ r :_:__ - = r , - w 0.9 0.5 0.3 CA Tc 12 0.2 Slape Allow n sele n="0 n=.05 n=.015 110 IQ10 IDEP ;Remarks � y .cy (yrs) i�-1 Storm fre uenc rs = 1D Time interval mirt = t Drainage area (ac) = 7.890 Runoff ooeff. (C) = 0.39 Rainfall Inten (inlhr) = 4.558 To by User (min) = 15 IDF Curve = kLBEMARLE IDF.IDF Rae limb factor = 1.00 v0.9 0.5 0,3 CA Tc 12 0.2 Slope yAllow n Bele n='0Ll 1 n `05�EI� Ltrllny.015 110 0.10 DEP !Remarks LINER .L A% o ! in o STA STA WS CA WS CA WS CA Inc Acc iUft Vel Vel Qn VEL DEP Qn DEP 30+00 to 35+00 STA STA WS CA WS CA W5 CA Inc Acc ft/ft Vel Vel Qn VEL DEP Qn DEP 1.5' SCC 5 ---- PROPERTY - -- � y .cy (yrs) i�-1 Storm fre uenc rs = 1D Time interval mirt = t Drainage area (ac) = 7.890 Runoff ooeff. (C) = 0.39 Rainfall Inten (inlhr) = 4.558 To by User (min) = 15 IDF Curve = kLBEMARLE IDF.IDF Rae limb factor = 1.00 _ -tOT-22 - Pipe Length (ft) = 63.00 Qmin cfs = 14 03 ( ) Slope (%) = 1.27 Qmax (Ms) = 14.03 Invert Elev Up (ft) = 507.80 Tailwater Elev (ft) = (dc+put Rise (in) = 240 ShapeHighlighted Span (in) = 24 0 far Qtotal cfs = 14.03 > ( ) No. Barrels = 1 Qpipe(cfs) = 14.43 _ _ BF is 2 -- LINER v CS 1.5' - 30+00 to 35+00 n -Value = 0013 Qovertop(crs) = 000 - 1200 1.5' - 27+00 to 30+00 36 15 16 12 0.025 4 0.005 172 0.119 0.148 0.148 7.0 4.9 0.72 0.010 4.0 0.03 1.66 6.42 0.95 0.46 Grass 16 17 12 0.025 • : r■MNON, �� �_ uo■■■c� u■■■• 0.065 0.094 0.242 8.0 4.6 1.12 0.020 ®�® 1 1 � 1 ! 1 .1 �� 1 • ��®. 1 1. � 1 / �----- • ' ®� - 0.03 ��® r i � t rr � • t f f . • r r. • ��� • r. t � r r �---_-��� y 1.49 ®® 1 1 � I! I !• 1! 1 1 1®: ®: 1 �®. ■! 1 � 1 1 �-----��� - 17 ��® r f � f t r � r r f t• t t�®�■ t r f� r t ®-- --�� t �: 0.025 4 0.005 ��® 1 1 � 1 t 1 .. 1 1 • . 1 1 1 . • 1 �r"i®■ 1 1 . � 1 1 �----- ' / ®' 1 • . 0.09 ®-_-________■___-------_-_ 0.362 ®�® 1 1 � 1 11 � 1 1 / /: I. ���■ ! 1 � 1 1 �-----®® 1' 4.5 ®�® f f � i t! � f f �����■ ! r. t� r t f r ��--���® 0.030 ®®® 1 1 � 1 1 1 ® 1 1 I /, / • : / 1 ��■ 1 1: � 1 ! -�� 1®-- .. ®: ! . • ® 0.03 ��® t f � f f t ����®��■ t t t � t : -���--���® 5.96 2.16 0.51 GraS9 1 1 1 I I 1 1 / 1. //• 1 1 1 1 / • 1 : . • 1. 191 12 0.025 41 0.005 ®�® 1 1 � 1! 1 ® 1 1 • t 1• 1 :: • 1 1 1: 1 1 1 1 1• • 1.• 0.094 0.123 t MEM M 4.4 2-121 0.0301 4.0 ®�® 1 1 � 1 1 1 � 1 1 1 1 1 1 ®��■ 1 1:: � 1 1 ! • ®: • 1• --�® 1®® 3.27 1 1 5.83 2.83 0.57 19 201 12 0.025 4 0.005 164 0.113 SCC 5 ---- PROPERTY - -- � y .cy (yrs) i�-1 Storm fre uenc rs = 1D Time interval mirt = t Drainage area (ac) = 7.890 Runoff ooeff. (C) = 0.39 Rainfall Inten (inlhr) = 4.558 To by User (min) = 15 IDF Curve = kLBEMARLE IDF.IDF Rae limb factor = 1.00 _ -tOT-22 - Pipe Length (ft) = 63.00 Qmin cfs = 14 03 ( ) Slope (%) = 1.27 Qmax (Ms) = 14.03 Invert Elev Up (ft) = 507.80 Tailwater Elev (ft) = (dc+put Rise (in) = 240 ShapeHighlighted Span (in) = 24 0 far Qtotal cfs = 14.03 > ( ) No. Barrels = 1 Qpipe(cfs) = 14.43 _ _ BF is 2 -- LINER v CS 1.5' - 30+00 to 35+00 n -Value = 0013 Qovertop(crs) = 000 - 1200 1.5' - 27+00 to 30+00 36 15 16 12 0.025 4 0.005 172 0.119 0.148 0.148 7.0 4.9 0.72 0.010 4.0 0.03 1.66 6.42 0.95 0.46 Grass 16 17 12 0.025 4 0.005 94 0.065 0.094 0.242 8.0 4.6 1.12 0.020 4.0 0.03 2.40 6.14 1.49 0.48 Grass 17 18 12 0.025 4 0.005 131 0.09 0.12 0.362 8.7 4.5 1.62 0.030 4.0 0.03 3.06 5.96 2.16 0.51 GraS9 18 191 12 0.025 41 0.005 136 0.094 0.123 0.486 9.2 4.4 2-121 0.0301 4.0 0.031 3.27 1 1 5.83 2.83 0.57 19 201 12 0.025 4 0.005 164 0.113 0.143 0.628 9.8 4.3 2.67 0.032 4.0 0-031 3.55 5.71 3.58 0.61 mass 20 21 12 0.025 4 0.005 137 0.095 0.124 0.752 10.2 4.2 3.13 0.030 4.0 0.031 3.61 5.60 421 0.66 21 22 12 0.025 4 0.005 110 0.076 0.105 0.857 10.7 4.1 3.50 0.025 4.0 0.03 3.46 5.50 4.71 0.71 Grass 22 23 12 0.025 4 0.005 109 0.075 0.105 0.962 11.2 4.0 3.84 0.021 4.01 0.03 3'32 5.40 5.19 0.76 Gass `' 23 24 12 0.025 4 0.005 76 0.052 0.082 1.044 11.7 3.9 4.08 0.015 4.0 0.03 2.97 5.29 5.53 0.83 Grass SCC 6 ---- PROPERTY - -- � y .cy (yrs) i�-1 Storm fre uenc rs = 1D Time interval mirt = t Drainage area (ac) = 7.890 Runoff ooeff. (C) = 0.39 Rainfall Inten (inlhr) = 4.558 To by User (min) = 15 IDF Curve = kLBEMARLE IDF.IDF Rae limb factor = 1.00 _ -tOT-22 - Pipe Length (ft) = 63.00 Qmin cfs = 14 03 ( ) Slope (%) = 1.27 Qmax (Ms) = 14.03 Invert Elev Up (ft) = 507.80 Tailwater Elev (ft) = (dc+put Rise (in) = 240 ShapeHighlighted Span (in) = 24 0 far Qtotal cfs = 14.03 > ( ) No. Barrels = 1 Qpipe(cfs) = 14.43 _ _ BF is 2 -- LINER v CS 1.5' - 30+00 to 35+00 n -Value = 0013 Qovertop(crs) = 000 - 1200 1.5' - 27+00 to 30+00 36 35 12 0.025 4 0.005 150 0.104 0.133 0.133 5.0 5.5 0.73 0.035 4.0 0.03 2,651 7.07 0.94 0.36 Grass 37 36 12 0.025 4 0.005 140 0.097 0.126 0.259 5,6 5.3 1.37 0.048 4.0 0.03 3.49 6.85 1.78 0.44 Gras 38 37 12 0.025 4 0005 122 0.084 0.114 0.373 6.1 5.1 1.91 0.048 4.0 0.03 3.80 6.70 2.50 0.50 Grass .. 39 381 121 0.025 4 0.0051 102 0-071 0.11 0.4721 6.51 5.01 2.371 0.0481 4.0 0.05 0.1212.731 0.59 6.561 3.10 0-65 EC -2 401 39 121 0.025 4 0.005 801 0.0551 0.0851 0.5571 7.21 4.8 2.70 0.024 4.0 0.05 0.13 2.18 0.70 6.38 3.55 0.78 EC -2 41 40 12 0.025 4 0.005 fig 0.048 0.077 0.634 7.9 4.7 2.95 0.015 4.0 0.05 0.15 1 "87 0.80 6.171 3.911 0.88 EC -2 I I SCC 14 251 241 12 0.025 4 0.005 500 0.345 0.374 0.374 9.5 4.3 1.61 0.071 4.0 0.05 0.08 2.88 0.47 5.77 2.16 0.53 EC -2 PLT x 261 251 12 0.025 4 0.005 500 0.345 0374 0.749 10.1 42 3"14 0-040 4.0 0.05 0.16 2"74 0.68 5.63 4.22 0,76 EC -2 271 26 F12 0.025 4 0.005 500 0.345 0.374 1.123 10.5 4.1 4.62 0.015 4.0 0.05 0.23 2.09 0.94 5.54 6.22 105 EC -2 SCC 15 ---- PROPERTY - -- � y .cy (yrs) i�-1 Storm fre uenc rs = 1D Time interval mirt = t Drainage area (ac) = 7.890 Runoff ooeff. (C) = 0.39 Rainfall Inten (inlhr) = 4.558 To by User (min) = 15 IDF Curve = kLBEMARLE IDF.IDF Rae limb factor = 1.00 _ -tOT-22 - Pipe Length (ft) = 63.00 Qmin cfs = 14 03 ( ) Slope (%) = 1.27 Qmax (Ms) = 14.03 Invert Elev Up (ft) = 507.80 Tailwater Elev (ft) = (dc+put Rise (in) = 240 ShapeHighlighted Span (in) = 24 0 far Qtotal cfs = 14.03 > ( ) No. Barrels = 1 Qpipe(cfs) = 14.43 _ _ BF is 2 -- LINER v CS 1.5' - 30+00 to 35+00 n -Value = 0013 Qovertop(crs) = 000 - 1200 1.5' - 27+00 to 30+00 VDOT EC -2 Culvert Type = Circular Concrete Veloc on (fVs) = 5,00 0' •�a 27 28 12 0.025 4 0.005 151 0.104 0.134 0.134 9.5 4.3 058 0.015 4.0 0.03 1.821 490 HGL Up (ft) = 509.15 25+00 to 29+00 5.77 077 040 Grassi'; '` 28 29 12 0.025 4 0.005 140 0.097 0.126 0.26 10.4 4.1 1.07 0.070 4.0 0.03 3.79 _. 1.5' 32+00 to 29+00 5.56 1,44 0"38 GraSS:' 29 30 12 0"025 4 0.005 70 0.048 0.078 0.337 10.9 4.1 1.37 0.100 4.0 0.05 540 540 530 530 495 495 0.07 3.14 0.42 5.46 1.84 0.47 EC -2 30 31 12 0.0251 4 0.0051 50 0.035 0.064 OA01 11.4 40 1.59 0.083 4.0 0.05 41+00 to 49+001 0.081 3.04 0"46 5.35 2-11±5500-51 EC -2 31 32 12 0.025 4 0.005 30 0021 005 OA51 11.9 3.9 1.75 0.060 4.0 0.05 iii 0.09 2.75 0.50 5.24 2.3.56 EC -2 17 18 12 0.025 4 0.005 112 0.077 0.107 1.022 7.5 4.8 4.860.060 - - _ - - 4.0 005 600 0.24 3.56 0.74 6.28 6.42 0.82 EC -2 sCC 16 19 12 0.025 41 0.005 7611 0.052 0.082 1.104 8.0 4.6 5.13H 0050 4.0 005 0.26 3.37 0.78 6.15 6.79 27 28 12 0.0251 4 0.005 92 0.063 0.093 0.0931 5.0 5.5 0.51 0..015 4.0 003 1.76 • 3 ---- -- -- -- - - ------ -- - - -- 7.07 0.66 0.37 Grass 28 29 12 0,025 4 0.005 94 0.065 0.094 0.187 5.9 52 0.97 0.070 4.0 0.03 3.69 2.31 6.75 1.26 0.36 Grass,",,'ill 29 30 12 0,025 4 0.005 67 0.046 0.076 0.263 6.4 5.0 1.33 0.100 4.0 0.05 003 0.07 3.11 0.41 6.61 1.74 0.46 EC -2 30 31 12 0.025 4 0.005 97 0.067 0.096 0.359 6.94.9 6.3 1.76 0.083 4.0 0.05 0.03 OM 3"12 OA8 6.44 2.32 0.53 EC -2 31 32 12 0.025 4 0.005 87 0.06 0.089 0.449 7.5418. 2.141 0.01 4"0 0.05 0.111 2.901 0.54 6.29 2.82 0.60 EC -2 SCC 17 12 13 12 0.025 4 0.005 75 0.052 0,081 0.081 5.0 5.5 OA4 0.038 4.0 O03 2.42 7.071 0.57 0.30 Grass"; , 13 14 12 0.025 4 0.005 70 0.048 0.078 0.159 5.7 5.3 0.84 0.038 4.0 0.03 2.83 6MI 1.09 0.38 Grass II' 14 15 12 0025 4 0.005 65 0.045 0.074 0233 6.3 5.1 1.19 0.050 4.0 0.03 3.42 6.64 1,55 0.41 Grass 15 16 12 0.025 4 0.005 67 0.046 0.076 0.309 6.8 4.91 1.53 0.060 4.01 0.03 3.91 1 6.49 2.01 0.44 Grass l 16 17 12 0.025 41 0"005 63 0.043 0.073 0.3821 7"2 4.8 1.85 0.485 4.0 0.05 0.09 3.181 0.48 6.37 2.431 0.53 EC -2 17 18 12 0.025 4 0.005 95 0.066 1 0,095 CA77 7.7 47 2.24 1 0.060 4.0 005 0.11 2.931 0"55 6.22 2.97 0.61 EC -2 18 19 12-70025 41 0.005 160 0.111 0.14 0.617 8.3 4.6 2.82 0.050 4.0 0.050.14 2.90 0.62 6.071 3741 0.69 EC -2 SCC 18 ---- PROPERTY - -- � y .cy (yrs) i�-1 Storm fre uenc rs = 1D Time interval mirt = t Drainage area (ac) = 7.890 Runoff ooeff. (C) = 0.39 Rainfall Inten (inlhr) = 4.558 To by User (min) = 15 IDF Curve = kLBEMARLE IDF.IDF Rae limb factor = 1.00 _ -tOT-22 - Pipe Length (ft) = 63.00 Qmin cfs = 14 03 ( ) Slope (%) = 1.27 Qmax (Ms) = 14.03 Invert Elev Up (ft) = 507.80 Tailwater Elev (ft) = (dc+put Rise (in) = 240 ShapeHighlighted Span (in) = 24 0 far Qtotal cfs = 14.03 > ( ) No. Barrels = 1 Qpipe(cfs) = 14.43 _ _ BF is 2 -- LINER v CS 1.5' - 30+00 to 35+00 n -Value = 0013 Qovertop(crs) = 000 - 1200 1.5' - 27+00 to 30+00 VDOT EC -2 Culvert Type = Circular Concrete Veloc on (fVs) = 5,00 0' •�a 12 13 12 0.025 4 0.005 234 0.161 0.191 0.191 5.0 5.5 1.04 0.038 4.0 0.03 2.99 490 HGL Up (ft) = 509.15 25+00 to 29+00 7.07 1.35 0.41 Grssl<i; 13 14 12 0.025 4 0.005 264 0.182 0.212 0.403 5.6 5.3 2.13 0.038 4.0 0.03 3.58 _. 1.5' 32+00 to 29+00 6.88 2.77 0.54 „Cii'd5S;,„`,="I 14 15 12 0.025 4 0.005 264 0.182 0.212 0.614 6.0 5.2 317 0.050 4.0 0.05 540 540 530 530 495 495 0.16 2.98 0.65 6.72 4.13 0.72 EC -2 15 16 12 0.025 4 0.005 203 0.14 017 0.784 6.6 5.0 192 O.G601 4.0 0,051 41+00 to 49+001 0.20 3.37 068 6.55 5.13 075 EC -2 16 17 12 0.025 4 0.005 148 OA02 0.132 0.915 7"1 4.9 445 0.085 4.0 0.05 iii 0.22 3.97 0.67 6.40 5"86 0.74 EC -2 17 18 12 0.025 4 0.005 112 0.077 0.107 1.022 7.5 4.8 4.860.060 - - _ - - 4.0 005 600 0.24 3.56 0.74 6.28 6.42 0.82 EC -2 18 19 12 0.025 41 0.005 7611 0.052 0.082 1.104 8.0 4.6 5.13H 0050 4.0 005 0.26 3.37 0.78 6.15 6.79 0.87 EC -2 SCC 19 3.00. 3.00 • 3 ---- -- -- -- - - ------ -- - - -- - � - --- 510 27 261 12 0.025 4 0.005 55 0.038 0.0671 0.067 5.01-5-5 0"37 0.038 4.0 0.03 2.31 7.07 0.48 028 Grass 26 25 12 0.025 4 0,005 65 0.045 0.074 0.142 5.7 5.21 0.74 0.038 4-0 003 2.75 - 6.82 0.971 .,,' 0"36 ;Grass 25 24 12 0.025 4 0.0051 60 0.041 0.071 0.213 6.3 5.1 1.08 0.0504.0 0.03 3.34 6.63 1.41 0.401Grass',;', `>< O � MIC RS o.33028 /-z31' Z4 o � � w ONALPrA A � m 0 Lu Y U W U � z � C) o A o m 1 41 114, A U J U Cn Z' O C OVERLAND RELIEF NARRATIVE NOTE: THE PURPOSE OF THIS ANALYSIS IS TO SHOW THE EXISTING 24" CULVERT @ STA 17+00 OF KENDRA ST (ADJACENT TO LOT 49) IS ADEQUATE TO CONVEY THE 10 -YR RUNOFF Wf A c0i co-, Cj IN THE EVENT OF A 100 YR STORM AND ALL OF THE STORM SEWER STRUCTURES BECOME RESULTING FROM REMOVAL OF THE EXISTING CULVERT AT STA 22+00 OF KENDRA ST. CLOGGED; OVERLAND RELIEF IS PROVIDED SO THAT THERE WILL BE NO ADVERSE IMPACTS ON THE PROPOSED BUILDINGS. Shoulder Where applicable Channel w LOT 22/23 LOT 20/21 LOT 68/69 z w Hydrology Report Culvert Report o A=2.48 AC A=5.87 AC A=1.23 AC W z '� .. C = 0.42 C =0"39 C - 0"52 Hylreft.Express Elden& f.AW.CADp £114130®7013 Cy.desk, YYc. Tu..dey, Wy 262015 rl,rlraflow Es^Iss Erin - Auto CAEL C,,l 11>12013 by Autodesk, loc Tursdey, May 262015 tc = 12.2 min tc = 21.5 min tc = 7.5 min DA - Existing Culvert E Existing Culvert E M Itoo =7.8 in /hr I,00 = 6.1 in/hr hoo = 8.2 in/hr I __ ,_, , _ Invert Elev Dn (ft) = 507.00 Cateuiationa .. Qioo = 8.12 cfs Q100 = 13.9b cfs Uloo = 5.24 Cts S = 12.5% S = 12.1 % S = 20% 0.03 n 0.03 n 0.03 n - - - ' dloo = 0.10' dtoo = 0.64' d,00 = 0.1 51.3' 100 ---- PROPERTY - -- � y .cy (yrs) i�-1 Storm fre uenc rs = 1D Time interval mirt = t Drainage area (ac) = 7.890 Runoff ooeff. (C) = 0.39 Rainfall Inten (inlhr) = 4.558 To by User (min) = 15 IDF Curve = kLBEMARLE IDF.IDF Rae limb factor = 1.00 _ -tOT-22 - Pipe Length (ft) = 63.00 Qmin cfs = 14 03 ( ) Slope (%) = 1.27 Qmax (Ms) = 14.03 Invert Elev Up (ft) = 507.80 Tailwater Elev (ft) = (dc+put Rise (in) = 240 ShapeHighlighted Span (in) = 24 0 far Qtotal cfs = 14.03 > ( ) No. Barrels = 1 Qpipe(cfs) = 14.43 _ _ BF is 2 -- LINER v CS 1.5' - 30+00 to 35+00 n -Value = 0013 Qovertop(crs) = 000 - 1200 1.5' - 27+00 to 30+00 VDOT EC -2 Culvert Type = Circular Concrete Veloc on (fVs) = 5,00 0' •�a - W VDOT EC -3 1 Culvert Entrance = Square edge w1headwall (C) Veloc Up (ills) = 6.23 1.5' - 17+00 to 19+00 VDOT EC -3 A 0' Coeff. K,M.c Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL on (ft) = 508.67 - 29+00 to 32+00 GRASS 2 Runoff Hydrograph 490 HGL Up (ft) = 509.15 25+00 to 29+00 BFiiiliii5-- - 490.9 2 490 1.5' - m VDOT EC -3 2 2' 1.5' 0(Cfs) 10 -yr frequency Q (crs) 17+00 to 19+00 Top Elevation (f1) = 612.15 HwfD (ft) = 107 Top Width (ft) = 4000 Flow Regime = Inlet Control 0 0' 1.5' W 15,00 VDOT EC -2 Crest VAdlh(tt) = 50.00 _. 1.5' 32+00 to 29+00 - VDOT EC -2 3 2' 1.5' uo 00 YR WSE� VDOT EC -3 4 C -Z7 7�, 0 - GRASS 0 0 0 M o 540 540 530 530 495 495 5 0' 1.5' 15+00 to 24+00 - GRASS 6 -PROP; --- �1;.5�i3 520 485 �_ GRASS GRADE - - --- 0' 485 J U Cn Z' O C OVERLAND RELIEF NARRATIVE NOTE: THE PURPOSE OF THIS ANALYSIS IS TO SHOW THE EXISTING 24" CULVERT @ STA 17+00 OF KENDRA ST (ADJACENT TO LOT 49) IS ADEQUATE TO CONVEY THE 10 -YR RUNOFF Wf A c0i co-, Cj IN THE EVENT OF A 100 YR STORM AND ALL OF THE STORM SEWER STRUCTURES BECOME RESULTING FROM REMOVAL OF THE EXISTING CULVERT AT STA 22+00 OF KENDRA ST. CLOGGED; OVERLAND RELIEF IS PROVIDED SO THAT THERE WILL BE NO ADVERSE IMPACTS ON THE PROPOSED BUILDINGS. Shoulder Where applicable Channel w LOT 22/23 LOT 20/21 LOT 68/69 z w Hydrology Report Culvert Report o A=2.48 AC A=5.87 AC A=1.23 AC W z '� .. C = 0.42 C =0"39 C - 0"52 Hylreft.Express Elden& f.AW.CADp £114130®7013 Cy.desk, YYc. Tu..dey, Wy 262015 rl,rlraflow Es^Iss Erin - Auto CAEL C,,l 11>12013 by Autodesk, loc Tursdey, May 262015 tc = 12.2 min tc = 21.5 min tc = 7.5 min DA - Existing Culvert E Existing Culvert E M Itoo =7.8 in /hr I,00 = 6.1 in/hr hoo = 8.2 in/hr I __ ,_, , _ Invert Elev Dn (ft) = 507.00 Cateuiationa .. Qioo = 8.12 cfs Q100 = 13.9b cfs Uloo = 5.24 Cts S = 12.5% S = 12.1 % S = 20% 0.03 n 0.03 n 0.03 n - - - ' dloo = 0.10' dtoo = 0.64' d,00 = 0.1 51.3' 100 ---- PROPERTY - -- � y .cy (yrs) i�-1 Storm fre uenc rs = 1D Time interval mirt = t Drainage area (ac) = 7.890 Runoff ooeff. (C) = 0.39 Rainfall Inten (inlhr) = 4.558 To by User (min) = 15 IDF Curve = kLBEMARLE IDF.IDF Rae limb factor = 1.00 _ -tOT-22 - Pipe Length (ft) = 63.00 Qmin cfs = 14 03 ( ) Slope (%) = 1.27 Qmax (Ms) = 14.03 Invert Elev Up (ft) = 507.80 Tailwater Elev (ft) = (dc+put Rise (in) = 240 ShapeHighlighted Span (in) = 24 0 far Qtotal cfs = 14.03 > ( ) No. Barrels = 1 Qpipe(cfs) = 14.43 _ _ BF is 2 -- LINER - �- ----- - --- - tdyaroyrspnvdume=tz623tcum:oasoa=111 100 YR FREEBOARD = 6.9' 100 YR FREEBOARD = YR FREEBOARD = 4.5' 1.5' - 30+00 to 35+00 n -Value = 0013 Qovertop(crs) = 000 - 1200 1.5' - 27+00 to 30+00 VDOT EC -2 Culvert Type = Circular Concrete Veloc on (fVs) = 5,00 0' •�a - FF-l-�8:6 --L&-69-- VDOT EC -3 1 Culvert Entrance = Square edge w1headwall (C) Veloc Up (ills) = 6.23 1.5' - 17+00 to 19+00 VDOT EC -3 2 0' Coeff. K,M.c Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL on (ft) = 508.67 - 29+00 to 32+00 GRASS 2 Runoff Hydrograph 490 HGL Up (ft) = 509.15 25+00 to 29+00 BFiiiliii5-- - 490.9 2 490 1.5' - Embankment HwElev (ft) = 509.93 VDOT EC -3 2 2' 1.5' 0(Cfs) 10 -yr frequency Q (crs) 17+00 to 19+00 Top Elevation (f1) = 612.15 HwfD (ft) = 107 Top Width (ft) = 4000 Flow Regime = Inlet Control 3 0' 1.5' 29+00 to 26+00 15,00 VDOT EC -2 Crest VAdlh(tt) = 50.00 _. 1.5' 32+00 to 29+00 - VDOT EC -2 3 2' 1.5' 1500 00 YR WSE� VDOT EC -3 4 Soo i 7�, K7_ - GRASS 4 0' 1.5' 31+00 to 37+00 - 540 540 530 530 495 495 5 0' 1.5' 15+00 to 24+00 - GRASS 6 -PROP; --- �1;.5�i3 520 485 �_ GRASS 535E--- 530 525 520 ---- PROPERTY - -- 535 525 530 520 525 515 520 510 9+ _ -tOT-22 - - - FF 53 A Y 5 _ _ BF is 2 -- LINER RADE -100 YR-WSE---NINZ - 1.5' - 30+00 to 35+00 GRASS - 1200 1.5' Time (min) i _ -- � ---- Rurroif Hyd - DP =14.03 (cfs) 515 "-""- �-""� ""--" - 515 470 "- 470 9+9010+00 2.1' FREEBOARD FROM EDGE OF SHOULDER STORMWATER CONVEYANCE CHANNELS SOC W D LoT R - PRC I?Eit KENDRA ST STA110NING LINER 1 12.00 . 1.5' - 30+00 to 35+00 GRASS 1 1200 1.5' - 27+00 to 30+00 VDOT EC -2 1 0' •�a - FF-l-�8:6 --L&-69-- VDOT EC -3 Time (min) i _ -- � ---- Rurroif Hyd - DP =14.03 (cfs) 515 "-""- �-""� ""--" - 515 470 "- 470 9+9010+00 2.1' FREEBOARD FROM EDGE OF SHOULDER STORMWATER CONVEYANCE CHANNELS SOC W D LoT R - PRC I?Eit KENDRA ST STA110NING LINER 1 12.00 . 1.5' - 30+00 to 35+00 GRASS 1 1200 1.5' - 27+00 to 30+00 VDOT EC -2 1 0' 1.5' - FF-l-�8:6 --L&-69-- VDOT EC -3 1 2' 1.5' - 17+00 to 19+00 VDOT EC -3 2 0' 1.5' - 29+00 to 32+00 GRASS 2 � 525 490 - 25+00 to 29+00 BFiiiliii5-- - 490.9 2 490 1.5' - 17+00 to 25+00 VDOT EC -3 2 2' 1.5' - 17+00 to 19+00 - 3 0' 1.5' 29+00 to 26+00 - VDOT EC -2 3 _. 1.5' 32+00 to 29+00 - VDOT EC -2 3 2' 1.5' a - VDOT EC -3 4 Soo i 1.5' 26+00 to 311+00 - GRASS 4 0' 1.5' 31+00 to 37+00 - . 5 0' 1.5' 15+00 to 24+00 - GRASS 6 -PROP; --- �1;.5�i3 520 485 �_ GRASS GRADE - - --- 0' 485 - 38+00 to 41+00 VDOT EC -2 7 0' 1.5' - 41+00 to 49+001 ASS iii a J I-�-I �:D w -484:10SE _ - 600 -. ------ - ---- - - _ - - --- ---- 600 -- -_ - 515 480 480 1 -- _ 3.00. 3.00 • 3 ---- -- -- -- - - ------ -- - - -- - � - --- 510 475 --EXISTING 475-� _ .x •a za31 •e w d, es u, se w ,- ao rs -GRADE - 0.00 ' - - -- --- - -- - Dao - 0 5 10 75 20 25 30 Time (min) i _ -- � ---- Rurroif Hyd - DP =14.03 (cfs) 515 "-""- �-""� ""--" - 515 470 "- 470 9+9010+00 2.1' FREEBOARD FROM EDGE OF SHOULDER STORMWATER CONVEYANCE CHANNELS SOC W D COTTONTAIL LN STATIONING KENDRA ST STA110NING LINER 1 0' 1.5' - 30+00 to 35+00 GRASS 1 0' 1.5' - 27+00 to 30+00 VDOT EC -2 1 0' 1.5' - 17+00 to 27+00 VDOT EC -3 1 2' 1.5' - 17+00 to 19+00 VDOT EC -3 2 0' 1.5' - 29+00 to 32+00 GRASS 2 0' 1.5' - 25+00 to 29+00 VDOT EC -2 2 0' 1.5' - 17+00 to 25+00 VDOT EC -3 2 2' 1.5' - 17+00 to 19+00 VDOT EC -2 3 0' 1.5' 29+00 to 26+00 - VDOT EC -2 3 2' 1.5' 32+00 to 29+00 - VDOT EC -2 3 2' 1.5' 37+00 to 32+00 - VDOT EC -3 4 0' 1.5' 26+00 to 311+00 - GRASS 4 0' 1.5' 31+00 to 37+00 - VDOT EC -2 5 0' 1.5' 15+00 to 24+00 - GRASS 6 0' 1.5' - 35+00 to 38+00 GRASS 6 0' 1.5' - 38+00 to 41+00 VDOT EC -2 7 0' 1.5' - 41+00 to 49+001 ASS STORMWATER CONVEYANCE CHANNELS SCC W D WARBLER WAY STATIONING PINE KNOT RD STATIONING LINER 8 0' 1.5' 15+00 to 17+00 - GRASS 9 0' 1.5' 15+00 to 16+00 - GRASS 9 0' 1.5' 16+00 to 17+00 - VDOT EC -2 10 0' 1.5' 19+00 to 21+00 - GRASS 11 0' 1.5' 19+00 to 21+00 - VDOT EC -2 12 01 1.5 22+00 to 21+00 - GRASS 13 0' 1.5' 22+00 to 21+00 - GRASS 14 0' 1.5' 24+00 to 27+00 - VDOT EC -2 15 0' j 1.5' 27+00 to 29+00 - GRASS 15 0' 1.5' 29+00 to 32+00 - VDOT EC -2 16 0' 1.5' 27+00 to 29+00 - GRASS 16 0' 1.5 29+00 to 32+00 - VDOT EC -2 17 0' 1.5' - 12+00 to 16+00 GRASS 17 0' 1.5' - 16+00 to 19+00 VDOT EC -2 18 0' 1.5' - 12+00 to 14+00 GRASS 18 0' 1.5' - 14+00 to 19+00 VDOT EC -2 19 0'-0' 1.5' 24+00 to 37+00 - GRASS SEE SHEET RP5 FOR WEIR ANALYSIS OF KENDRA ST FOR FAILURE OF THE DOM. PROJECT NO:13.003 EXISTING 24" PIPE AT STA 17+10. INDEX TITLE: EC -2 blanket/matting shall be Model S150 as manufactured by North American Green, or approved equal. EC -3 blanket/matting shall be Model C350 as manufactured by North American Green, or approved equal. RP18 r_2_Overland Relief Anal sis 3 Existing 24" Pie Analysis 4 Storm -water Conveyance Channel Schedule P18 NOT TO SCALE P18 NOT TO SCALE P18 NOT TO SCALE SHEET NO: 18 OF 47 DATE: 11/07/14 wE-1 O co 1� I rE-1, O f� 0 r .. O O P4 Q � C:) E-1 W �..i v iii a J I-�-I �:D w W SEE SHEET RP5 FOR WEIR ANALYSIS OF KENDRA ST FOR FAILURE OF THE DOM. PROJECT NO:13.003 EXISTING 24" PIPE AT STA 17+10. INDEX TITLE: EC -2 blanket/matting shall be Model S150 as manufactured by North American Green, or approved equal. EC -3 blanket/matting shall be Model C350 as manufactured by North American Green, or approved equal. RP18 r_2_Overland Relief Anal sis 3 Existing 24" Pie Analysis 4 Storm -water Conveyance Channel Schedule P18 NOT TO SCALE P18 NOT TO SCALE P18 NOT TO SCALE SHEET NO: 18 OF 47 DATE: 11/07/14 // m 6Y PAR 73F BEEN D COMPA Pr j GRE EER PAR 6 _ \ \ \ \ ` �\ BZONED.- RA 69 ! _ 1 LAND \ \ \ ` USE: VACANT l NY— \ • \ \ 3033 gRA \ \ \ \ \ / r / — USE: \ \ \ \ \ \ \ — \ \ zz- 111 / Illi /JJllJ/�/l,flll/I�=CULVERTA - _ '?♦ \ / \ \ \ \\ \\ \ \ \ \ \\\\\\ \ \ i 11 l I ! /Ill ///-. 18 Ac - \ \ \ \\ \\ \ lj,/ IIII! 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"' ---''. / - - - - \� � -- _- 5zo-/i'/i /' � / r -/ /J I a \ - \ \ < ` I / ( \ \ I //� \ \ \ ( I I' \ \• \/ \ \ \ \ \ \ \ .90 // /// // / / I _ �= — 'e. // ri r / / �r` / \ ► — — — \ ` — — \ \ / / I I \ \ \ \ \ \ \ — \ \ \ \ — DOM. PROJECT NO:13.003 ////////// l Jfl/! JJ � -- `• _ '/ --r/ �• I - / ff !1 / -t _1 J f \ \ \ ` \ \ \ ` f\ \\ -\ /�\�;- �h�/// o -, - 4 . _ - �470 F`T \\ / 0 I \ ` s\— s s --� s — _ — / / \ /'/ / '� \ � I1( Pen Sp '• f \ \ \ � \ \ ® \, � \ \ , / l ��; \ \ \-- - -//!/' // 5.34 - J EXISTING ,\ l / �\ \ J �� I __--- /'/// / / 1 \ \� -\ \-, \ \\ �///�/l! \.� - T,oT z1� \ \`\ --//moi CULVERT Ess l f f -_ -\ \ \ A �\ ---- --'�� -,/ / J \ -___ �� _--- l� 7.89 Ac RPI 9 JJI\_- / -\\ \\ - - ./ . L, (, \ . i �� � I I . / I" � � �' , J ( � / �• s . \ i I � \ . \ � \\ l r �i.----.=cam--\ ____ — _ — � _ — — —. - ��`. •\ SHEET NO: 19 OF 47 1 CULVERT AND SCC DRAINAGE AREAS 100 0 100 200 300 RP19 SCALE: 1" = 100' DATE: 11/07/2014 r TW A-& gown Iowa �. ... USE: VACANT Moon mosso poss ,op oppon gown NNW= mospi now= VL Ir Grass SCC -G Gras - ME\ \ \ - �••��"/ c o \ \ \ _ _ — — — 1 .82 Ac . ! —11 E \ \ —5CC-7— �-� Ari Gras Sao - 12 0.83 Ac , / � = _ _ __ � \\. _ _ \ � i % ;• — _ _ -- � % =-- CULVERT D �\ �\ \\\ _— — --- — _ — / r _ 8.7 1 AC -- /////f EC— /// ///J / \\\ — 3.94 Ac/4-7/ III J TM90EPA / // J I i 1 \III \ \ \\ - ) \ I\ \ \ \ \\\\\\\\ \\\\\\\\,1I I I x. .; \\ NTAIN .SCC- I / J \\\ \ ,� I \ \ / / / 1 \ 11 \ 11\ \ 1 I J "`:� \ SSOC.IATrn — \ \ / —J — / I / /) l I \1 \\\\\\ \\ 11 I I \ \\ \ __ \,4.25 Ac — , EC / I / / I I I I IIII 1I 1 (IIIIII�IIIJ _ / � � -,51` -, / / ( •• 2 -F \,� — �• � � / / / f i 1 \ CULVERT C - F — /5CC-1 5 r ---I 2.3G Ac =_ ��� J 1111 l \ \\\ 43 s //'O.GO Ac �i/ 11 JJIi II'Ilijli�i —\ \ _5CC-2 4.3G Ac �� � .� ` \ \ _ � � � � / � \ \ \\ \ l •I' \ 32p' —_— _ � 1 / i i � ( I11'� \ \ \\ \� � \ \ .,\ / / � / l� � / // l l I � I I � 1 i I I � •' \ \ o Grass \ � � 1 \ 1 \\\\ . � III 1 1 ii Grass \ J � / / i II I ••\ \ 40, 02 LOT 52 �Q IST �\ ( l — \\\ \\\\ l J �i � \�\ �\\��\ _'�\,0.20 AcT �7,T1,,,� 8SCC-13 �\� 0.70 Ac 0 5\ \ ���/�/ J 14 `�� I\� \�\0.42 Ac / � '� �\ \ I y \ I � , _ _ / \ \\\\, \ �•// ,� EC— \ Gras 1ons /0 08oTW cEPT \ �arq 49 9 \ \ \ � / z s \ \ \ \ ll i \ \ \ SCC -IGS \ \ �I .— , - = s \ t\t \ \ 23 Ac / / FRT I J 0.82 Ac •�, / I • � � 1 0 (( \ _ .-' � — _ _ _- EC— 2 J 4 ; 008 \S 1 \ r �/ \ ABT - - i �Il I I III i \ \ \ \ \ / / / / /(/ / \ \ \ \ \ 1 \ \ \ I\ V ! 5� \ I / \ a \ F T� / /49; r3s_sQ ,�,�� \\ \ \ \ \ \ / / � / / / � � •-\ \ \ \ \ \ \ TM 90E PAR 67 \ TURNER C. \ 1 V -,� m �// 1 1 \ \ OR CHRISTINE M \ \ \ \ \ l — ` \ \ / / / / — — i /%/ / I \ \ \\ \ \ \ l \ \ 1\ 1 I \ \ LISLE 8648 \ USE / / / / / / — _ 1 !-'�./ /i, / \ \ \ \ _ / '� / \ \ \ \ \\ \ \' \ \ \ \ \ \." \ \ / / \ , / /JII i / /: I \ ► RESID NTIAL L 7 �\ \ L / / �, / �i .. \ \a 1\ —\ / // �/ / `\ \ - // I (I I i I \ \ \\ ` / \ LQT /i l / / J t — — / ,560 FT - / I I I I 1 1 \ \ \ \ - l l / 1` \ TM 90E PAR /, \ \ ( 1\ \ 1 I I I I / J (1 \ \ \ RICHARD P. PALMS OR _ . _ \ \ 1 * HARRI 3113 PG 293 ,,� / i I J I ( / I \ ZONED: / I l ` / -\ ace X38'/cr— RESIDE TIAL lI( Pen Spa i \ \ .� ,r�� � � - / TING v \ — __ _ uIS s / / \ /// \ \ A // ---- ,�y// // / ' 1 I �\ �42;0-- \/- TM 90E PAR 6 / / - _ _ \ - / I _ - _ 47°x— — / _ _q FT _ - I \ ARUCE R. OR KELLY J ATHAWAY \ III CULVERT E _ \ i J / / y � \l� l J� l �\ \ \ \ \ / \ \ \\ \ /�- - - -- )\� ,) l \\ -_ \-- - - / f% DB 2951 PG 733 I / 1 7.89 Ac J / J s )1 ( \ \ \ \ \ \ �� - -L ., \- - ----------- I \ \ \ ZONED: R1 , \ \ lC,/ II I 1 // �J /// / I I L�— � ��IJJ C\\ \\ o \ \ \" \- \ \\\\ � -� /r �_ = i\ \\ ��=� -,\ \�!•\\ -----.---_-_-.----- � �-• `__ � .-J/� / / / I \� \--�� \ US . RESIDENTIL / /' -� I / � I / / �• \ / Ly l—/i — J J \ \ \ _ — \ \\ \ \\ — Tom/ / — •. \ \ \ �So \ \\\ \\ /– '---—seo .".a• _- `'� moi— '! \ \ \ \'C . / / — / 'i / / / ,\ N mom t' �� \ •.� ' _ _„_ � _.- _ _- - _--- -- ---� � _ - � \ \ �' ` _ _ _-_ - - � _ -`• � -_! --- - _ \_ • \ \ � � \\\ � \ \�� \ \ — - - = � \ ./ � T ....._-- � -' ° - -_ � TM 9 E PAR A \.� MOSB MOUNTAIN // (/ / _ \ _ - -_-� �_ \"-< ti s�..s s ,YASSOCIATI / Lot'4/ / II ` >� / \ t �� . \�-/ - \ _ - �_\_ _ _`�_- - \` �\\\\ \\ _ \� \s'_ — _���\��\\\ IDB 3 PG 113 soo /0. 96r4 A-gro\ \/\ \ J \ \\ 1 t481 / P \ \ �, \ \ _ \ _ �e \- -_--- - -g_-_-��� \\\\\ ` -_ \\ \\`�\ \NSPA 1.10 do I + t 11`x, t —� // ( �\ of 83 \\ = _ \� _ \\ _ e 1 \ L 84 n - \ \ \ - - _ _ - _ _ _� AR \ \ \\ 34'8 �'Q-'� \ � 7 - -41 698 S / I ( 0��4cres�T�' J . Q _ t/v \ \ \ \\ \\ \ /a --SCC-17 / o \\ \ \ \ \\ \ \ \\ // —'-I .91 Ac 1 i Fj�//l( I I •�� I�\\\1 \( \X,ot �° / \ res Xp aowaccEss LO 80 _ 'R,9 Acre / +� \ t<°t \ \ \ \ \ \ > (I �� c �ssmA�� 0. s3 Acmes 12ers\\ o \ DIS id s - s _ DB `2 G 3 7 \ S - aFs s \ / / / ZOiV \ \ 0.9 L s j + ) \ \\ \ \I \ \ \ \ \ \ - - _ �� / / // \ RE IDENTI,4b'/ \ 86 Oen 1 L0 Acres I pa E 1 \ \}S} 0.s i oJzSs \Acs- \ Grass \ \ �T+C 2S I / i- \ t_ �•-. / -_ \ \ — / / / / — ..i '. _ `— � / ( I / / / — — ' Elm— � � 1 �'� "i •s'"� / / / / / I I I � / %� 11 Lbs'/ 5CC- 18 3.1 7 Ac \ J i 1� \ 61s' SOT - 10 / 1 CULVERT AND SCC DRAINAGE AREAS K3 0 In 100 0 100 200 300 E20 SCALE: 1" = 100' a O N N c C € Q� o �CC) cm� .0 C (n o E N L E 0 W y H p y� We PLT F . � MI . MYERS 9 0. 33028 SSI ONA L o A r, m m w Y U w U � CD x � A 5cnm PIP A m 0 w L U.:,o 02 m 0 0 0 o 10 w U m CD m m w a z L11 z w o J LL. w W N O di 'd C) w P-4 C E-1 Q OH 04 W P w w DOM. 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PROJECT N0:13.003 INDEX TITLE: P 2 2 SHEET NO: 22 OF 47 DATE: 11/07/2014 (_ 1 SWM PROFILE 36 TO 30 RP23 HORIZ 1" = 30', VERT 1" - 10' 600 31 30A 30 640 - ---- �n cr -- - - 28 -- ----- o ---- �n m-- 27 -- -- - - ----- Te (min) 635 - - - - -- -- - - -- Line Slope N Line Size (in) cn-- - - -- Vel Dn (ft/s) Pipe Travel (min) r ,1; Outfall 0.00 tf fn--- - -- - -- - 0.0 -- - 630 - - t - -� 26.900 1.00 - 6.47 595 - ----. .. --- 11 1 0.71 o - F CL - - -- - - -- - .._... ------ - - -- 4.02 625 590 CD 15.00 15 25.01 14.94 0.24 3 12 2 0.66 0.43 590 -- - -- ---- 5.51 1.56 632.00 636.54 106.350 ---------- ---------- _ -- ---- 13.34 7.27 620 4 - -- ---- --- - 0.00 0.00 2.37 0.0 14.0 -- 12.72 595.00 596.27 89.650 1.42 24 _.. _ -- - 0.38 5 615 4 0.00 0.00 -- -- -- -- -- --- 0.0 13.6 5.42 12.86 596.58 603.29 166.690 4.03 18 21.07 10.62 0.38 6 610 5 3.54 0.67 2.37 2.37 13.5 13.5 5.43 12.88 607.65 609.50 30.760 580 18 25.75 14.57 0.07 7 16 Outfall 0.00 605 0.00 5.91 580 19.1 4.69 27.69 482.00 482.37 52.889 0.70 -- - -- 34.30 7.74 0.16 - ----- - 1A - -- - 0.00 0.00 0.00 5.91 0.0 19.0 - --- -- -- --- 27.81 _-- -- . - 600 3.61 24 46.58 - --- - 2 --- 0.00 0.00 -- - 5.91 0.0 - - - - - - -- -- .... --- 4.72 27.89 486.52 595 61.730 EXISTING-__- -GRADE--- -- 89.05 - 0.12 10 3 9 575 --- 0.10 5.91 5.0 - - -- - - 4.74 28.02 501.00 590 109.366 11.08 575 75.29 22.19 0.21 11 4 10 5.84 - - 5.61 - 18.5 4.76 26.72 513.32 520.35 ---- - 9.00 24 67.84 585 0.15 12 5 11 2.16 0.76 - 1.64 15.5 15.5 5.14 8.44 522.74 526.05 33.900 9.76 - - --- ------ -- ------ --- -- --- - - ----- -- 15.70 0.08 580 3A 10 0.30 0.66 0.20 0.20 _......... _ _._. . 5.0 7.24 ------- - - 34 521.33 - --- - --- -- - _-_ ------------ - ..._- 15 8.16 5.00 575 14 17 Outfall 0.33 --- -_ - 5.0 5.8 7.00 12.64 470.00 474.87 52.763 --- -- -- � - - - 24 68.71 565 570 15 18 14 - --- - ------ -------- ----------- -- --- 1.06 - -- -- -- - - ---- -\- 7.59 476.65 485.86 565 - -- ------- _ - _ 0.45 16 19 15 0.82 0.60 0.49 560 560 5.0 7.24 3.56 486.06 487.25 38.000 - -`�- --- ---- - - -- - - onF--- - - -- ---- ---- � -- _. :.-PROPOS -- D_GRAOE- - -- -- -- 555 555 _ _ 0.48 ---------. _. _. _ - ................ ---_...-_ _..._......__...... 550 478.19 _....------- - -- --- - -- �- - ---- -._ 6.30 - -- - --- -- --- ---._ _.... ..... ... -- - ---. -- - - - - - - .- ---- - ---OUTLET PROTECTION - -- - - XISIING 8.0 --- 12.43 - - - - - --- -- ... ...... ... . -- --- -- -- - - - - -- 540 _--- 0.10 -� -- 530 550 N_ .. - -- - - - --.. 0 -- --- -- - -- PO 00 ------ rq--- U.) CO -- ---...,.. ----��----- -o�0iLO--- O - - --- 525 -- - - -- --- tt --- a -- --- - - o .z - - - - - ---- y y z z - - -- - - .... -- -- -. _.. -- - - o ---- - > >_.._. _-t- z z �, o -- - >__--- z - - 520 - -- -- N 18+00 19+00 (_ 1 SWM PROFILE 36 TO 30 RP23 HORIZ 1" = 30', VERT 1" - 10' 600 29 - ---- �n cr -- - - 28 ---- -- -- -- - m-- 27 -- -- - - ----- Te (min) 26 -- - _... - -- - -- - - - -- Line Slope N Line Size (in) Capac Full (cfs) Vel Dn (ft/s) Pipe Travel (min) 1 10A Outfall 0.00 600 595 t 0.0 tt --- -- 5.26 4.00 t �-------- 26.900 1.00 15 6.47 595 0.13 2 11 1 0.71 o - F CL - - -- - - -- 8.0 ------ - - -- 4.02 620.61 590 CD 15.00 15 25.01 14.94 0.24 3 12 2 0.66 0.43 590 585 13.0 13.0 5.51 1.56 632.00 636.54 106.350 4.27 15 13.34 7.27 585 4 - -- ---- --- - 0.00 0.00 2.37 0.0 14.0 5.36 12.72 595.00 596.27 89.650 1.42 24 29.16 8.96 0.38 5 8 4 0.00 0.00 0.00 2.37 0.0 13.6 5.42 12.86 596.58 603.29 166.690 4.03 18 21.07 10.62 0.38 6 9 5 3.54 0.67 2.37 2.37 13.5 13.5 5.43 12.88 607.65 609.50 30.760 580 18 25.75 14.57 0.07 7 16 Outfall 0.00 0.00 0.00 5.91 580 19.1 4.69 27.69 482.00 482.37 52.889 0.70 30 34.30 7.74 0.16 8 1A 7 0.00 0.00 0.00 5.91 0.0 19.0 4.71 27.81 482.86 486.02 87.432 3.61 24 46.58 12.83 + 9 2 8 0.00 0.00 0.00 5.91 0.0 18.9 4.72 27.89 486.52 496.09 61.730 15.50 24 89.05 12.64 0.12 10 3 9 575 0.81 0.10 5.91 5.0 18.7 4.74 28.02 501.00 513.12 109.366 11.08 575 75.29 22.19 0.21 11 4 10 5.84 0.68 3.97 5.61 18.5 18.5 4.76 26.72 513.32 520.35 78.140 9.00 24 67.84 9.76 0.15 12 5 11 2.16 0.76 1.64 1.64 15.5 15.5 5.14 8.44 522.74 526.05 33.900 9.76 15 20.18 15.70 0.08 13 3A 10 0.30 0.66 0.20 0.20 5.0 5.0 7.24 1.43 570 521.33 135.756 1.60 15 8.16 5.00 1.94 14 17 Outfall 0.33 570 565 1.80 5.0 5.8 7.00 12.64 470.00 474.87 52.763 9.23 24 68.71 565 0.22 15 18 14 0.77 0.74 0.57 1.06 5.0 5.3 7.15 7.59 476.65 485.86 560 7.82 18 29.37 13.94 0.45 16 19 15 0.82 0.60 0.49 0.49 560 5.0 7.24 3.56 486.06 487.25 38.000 3.13 18 18.58 3.37 0.31 17 17A 14 555 0.76 0.48 0.48 5.0 5.0 7.24 3.47 478.19 480.37 141.000 1.55 15 555 6.30 0.83 4 25 3 5.07 0.42 2.13 - - XISIING 8.0 5.84 12.43 437.64 442.00 58.110 7.50 15 17.69 10.19 0.10 550 550 545 545 540 540 535 535 - -- - __------ --- --ate - -_ - ----- --- 530 - ��-� _ __ - 530 �- - -- - -- - -P OIECTION- - PO 525 525 520 520 515 --- --- 515 510 Nz 505 500 11 tali - 510 505 500 � "o - -- - C7 N a0 n N T3>`0� o kn -- ---------- - ---- �n cr -- - - Drng Area (ac) ---- -- -- -- - m-- �- -- ------ - -..__. -- -- - - ----- Te (min) - L j -- - _... - -- - -- - - - -- Line Slope N Line Size (in) Capac Full (cfs) Vel Dn (ft/s) Pipe Travel (min) 1 10A Outfall 0.00 0.00 _ . t 0.0 tt --- -- 5.26 4.00 t �-------- 26.900 1.00 15 6.47 3.26 0.13 2 11 1 0.71 o - F t------- - - - -- -- - - -- - - -- 8.0 ------ - - -- 4.02 620.61 628.00 49.274 15.00 15 25.01 14.94 0.24 3 12 2 0.66 0.43 0.28 0.28 13.0 13.0 5.51 1.56 632.00 636.54 106.350 4.27 15 13.34 7.27 1.39 4 - -- ---- --- - 0.00 0.00 2.37 0.0 14.0 5.36 12.72 595.00 596.27 89.650 1.42 24 29.16 8.96 0.38 5 8 4 0.00 0.00 0.00 2.37 0.0 13.6 5.42 12.86 596.58 603.29 166.690 4.03 18 21.07 10.62 0.38 6 9 5 3.54 0.67 2.37 2.37 13.5 13.5 5.43 12.88 607.65 609.50 30.760 6.01 18 25.75 14.57 0.07 7 16 Outfall 0.00 0.00 0.00 5.91 0.0 19.1 4.69 27.69 482.00 482.37 52.889 0.70 30 34.30 7.74 0.16 8 1A 7 0.00 0.00 0.00 5.91 0.0 19.0 4.71 27.81 482.86 486.02 87.432 3.61 24 46.58 12.83 + 9 2 8 0.00 0.00 0.00 5.91 0.0 18.9 4.72 27.89 486.52 496.09 61.730 15.50 24 89.05 12.64 0.12 10 3 9 0.12 0.81 0.10 5.91 5.0 18.7 4.74 28.02 501.00 513.12 109.366 11.08 24 75.29 22.19 0.21 11 4 10 5.84 0.68 3.97 5.61 18.5 18.5 4.76 26.72 513.32 520.35 78.140 9.00 24 67.84 9.76 0.15 12 5 11 2.16 0.76 1.64 1.64 15.5 15.5 5.14 8.44 522.74 526.05 33.900 9.76 15 20.18 15.70 0.08 13 3A 10 0.30 0.66 0.20 0.20 5.0 5.0 7.24 1.43 519.16 521.33 135.756 1.60 15 8.16 5.00 1.94 14 17 Outfall 0.33 0.80 0.26 1.80 5.0 5.8 7.00 12.64 470.00 474.87 52.763 9.23 24 68.71 16.67 0.22 15 18 14 0.77 0.74 0.57 1.06 5.0 5.3 7.15 7.59 476.65 485.86 117.718 7.82 18 29.37 13.94 0.45 16 19 15 0.82 0.60 0.49 0.49 5.0 5.0 7.24 3.56 486.06 487.25 38.000 3.13 18 18.58 3.37 0.31 17 17A 14 0.63 0.76 0.48 0.48 5.0 5.0 7.24 3.47 478.19 480.37 141.000 1.55 15 8.03 6.30 0.83 4 25 3 5.07 0.42 2.13 - - XISIING 8.0 5.84 12.43 437.64 442.00 58.110 7.50 15 17.69 10.19 0.10 - -- - __------ --- --ate - -_ - ----- --- - ��-� _ __ - �- - -- - -- - -P OIECTION- - ---- --- --- Nz 2 SWM PROFILE 29 TO 26 RP23 HORIZ 1" = 30', VERT 1" - 10' Line No. Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (C) Incr CxA Total CxA Inlet Time (min) Te (min) i Sys (in/hr) Flow Rate (cfs) Invert Dn (ft) Invert Up (ft) Line Length (ft) Line Slope N Line Size (in) Capac Full (cfs) Vel Dn (ft/s) Pipe Travel (min) 1 10A Outfall 0.00 0.00 0.00 0.76 0.0 14.6 5.26 4.00 618.00 618.27 26.900 1.00 15 6.47 3.26 0.13 2 11 1 0.71 0.67 0.48 0.76 8.0 14.4 5.30 4.02 620.61 628.00 49.274 15.00 15 25.01 14.94 0.24 3 12 2 0.66 0.43 0.28 0.28 13.0 13.0 5.51 1.56 632.00 636.54 106.350 4.27 15 13.34 7.27 1.39 4 7 Outfall 0.00 0.00 0.00 2.37 0.0 14.0 5.36 12.72 595.00 596.27 89.650 1.42 24 29.16 8.96 0.38 5 8 4 0.00 0.00 0.00 2.37 0.0 13.6 5.42 12.86 596.58 603.29 166.690 4.03 18 21.07 10.62 0.38 6 9 5 3.54 0.67 2.37 2.37 13.5 13.5 5.43 12.88 607.65 609.50 30.760 6.01 18 25.75 14.57 0.07 7 16 Outfall 0.00 0.00 0.00 5.91 0.0 19.1 4.69 27.69 482.00 482.37 52.889 0.70 30 34.30 7.74 0.16 8 1A 7 0.00 0.00 0.00 5.91 0.0 19.0 4.71 27.81 482.86 486.02 87.432 3.61 24 46.58 12.83 0.17 9 2 8 0.00 0.00 0.00 5.91 0.0 18.9 4.72 27.89 486.52 496.09 61.730 15.50 24 89.05 12.64 0.12 10 3 9 0.12 0.81 0.10 5.91 5.0 18.7 4.74 28.02 501.00 513.12 109.366 11.08 24 75.29 22.19 0.21 11 4 10 5.84 0.68 3.97 5.61 18.5 18.5 4.76 26.72 513.32 520.35 78.140 9.00 24 67.84 9.76 0.15 12 5 11 2.16 0.76 1.64 1.64 15.5 15.5 5.14 8.44 522.74 526.05 33.900 9.76 15 20.18 15.70 0.08 13 3A 10 0.30 0.66 0.20 0.20 5.0 5.0 7.24 1.43 519.16 521.33 135.756 1.60 15 8.16 5.00 1.94 14 17 Outfall 0.33 0.80 0.26 1.80 5.0 5.8 7.00 12.64 470.00 474.87 52.763 9.23 24 68.71 16.67 0.22 15 18 14 0.77 0.74 0.57 1.06 5.0 5.3 7.15 7.59 476.65 485.86 117.718 7.82 18 29.37 13.94 0.45 16 19 15 0.82 0.60 0.49 0.49 5.0 5.0 7.24 3.56 486.06 487.25 38.000 3.13 18 18.58 3.37 0.31 17 17A 14 0.63 0.76 0.48 0.48 5.0 5.0 7.24 3.47 478.19 480.37 141.000 1.55 15 8.03 6.30 0.83 3 Storm Drain Calculations RP23 Line Inlet DnStm Drng Runoff Incr Total Inlet Tc i Flow invert Invert Line Line Line Capac Vel Ripe No. ID Ln No Area Coeff CxA CxA Time LU J Sys Rate Up Up Length Slope Size Full Dn Travel (ac) (C) a' (min) (min) (In/hr) (cfs) (ft) (ft) (ft) (01.) (in) (cfs) (ff1s) (min) 1 30A Outfall 0.00 0.00 0.00 2.04 0.0 9.8 5.43 11.05 540.36 540.36 24.920 1.44 18 13.67 6.25 0.07 2 31 1 0.00 0.00 0.00 2.04 0.0 9.5 5.49 '11.18 563.29 563.29 112.364 15.97 18 45.47 21.27 0.32 3 31A 2 0.00 0.+00 0.00 2.04 0.0 9.2 5.57 11.33 586.00 586.00 123.460 14.36 18 43.11 20.54 0.34 4 32 3 0.62 0.35 0.29 2.04 5.0 8.7 5.68 11.56 614.81 614.81 185.566 12.82 18 40.73 19.84 0.50 5 33 4 0.87 0.37 0.32 1.75 5.0 8.0 5.63 10.19 617.85 617.85 215.900 1.32 18 13.05 7.38 0.64 6 34 5 0.00 0.32 0.00 '1.43 5.0 7.8 5.90 8.41 619.54 619.54 76.870 1.85 18 15.46 7.06 0.27 7 35 6 OW 0.00 0.00 1.34 0.0 7.2 6.04 8.08 623.30 623.30 157.203 2.26 18 17.12 7.09 0.58 8 36 7 3.82 0.35 1.34 1.34 7.0 7.0 6.09 8.15 629.00 629.00 50.860 10.81 18 34.53 7.36 0.18 9 34A 6 0.23 0.39 01.09 0.09 5.0 5.0 6.70 0.60 625.38 625.38 68.901 8.19 12 11.04 0.79 1.50 1 27 Outfall 0.46 0.35 0.16 0.68 5.0 9.4 5.52 3.77 518.00 522.80 214.366 2.24 12 5.77 7.82 0.75 2 28 1 0.42 0.37 0.16 0.52 5.0 8.5 5.73 2.99 523.00 555.00 208.940 15.32 12 15.10 5.78 0.91 3 29 2 0.99 0.37 0.37 0.37 7.5 7.5 5.96 2.18 559.21 576.67 159.336 10.96 12 12.77 12.14 0.96 1 24A Outfall 0.00 0.00 0.00 2.13 +0.0 8.1 5.81 12.38 435.14 436.44 38..440 3.38 18 19.31 7.71 0.09 2 25 1 5.07 0.42 2.13 2.13 8.0 8.0 5.84 12.43 437.64 442.00 58.108 7.50 15 17.69 15.60 0.10 3 24A Outfall 0.00 0.00 0.00 2.13 0.0 8.1 5.81 12.38 432.00 437.64 119.550 4.72 15 15.'19 13.58 0.20 4 25 3 5.07 0.42 2.13 2.13 8.0 8.0 5.84 12.43 437.64 442.00 58.110 7.50 15 17.69 10.19 0.10 NOTE: REFER TO HYDRAULIC/HYDROLOGICAL COMPUTATIONS FOR STORM DRAIN INLET CALCULATIONS c L c Q •0 .- c E C 0 LL Mo. N''tiT .'/h 1 c. No. 33028 �o� �NA�G� A � w�a z m 0 LU J W Y U W Edi 2 U O a' O c5 A I a W w A m � 0 � I� U W w A Q m 0 W z LO A CM m H ci 0 0 0 ra, 0 W W DOM. PROJECT NO:13.003 co O W J U Ucn INDEX TITLE: RP23 SHEET NO: 23 OF 47 DATE: 11/07/2014 w�a z LU J W Edi O I a � � I� U W Q � O O H w ra, J W W DOM. 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C,2m 485 480 E-1 475 Z � O 470 pq 465 0 w 460 455 450 445 440 I --~--I Imo" a 435 Iii 430 W ~ � w W 425 cl) 420 DOM. PROJECT NO:13.003 INDEX TITLE: 415 RP24 410 MOISTURE CONTENT IN ALL FlLL AREAS. SANITARY SEWER PROFILE STR EX -3 to 2-4 SHEET NO: 24 OF 47 SCALE: V: 1" = 10' H: 1" = 30' DATE: 11/07/2014 505 500 495 490 - - 485 480 475 470 465 ME 460 455 450 445 440 435 430 425 420 415 NOTES: 1. 3' MINIMUM COVER REQUIRED ON ALL PIPES. 410 2. COMPACT SUBGRADE TO 95% OPTIMUM 9 510 N O o 505 A U U V U 500 495 490 a z w x.-. C,2m 485 480 E-1 475 Z � O 470 pq 465 0 w 460 455 450 445 440 I --~--I Imo" a 435 Iii 430 W ~ � w W 425 cl) 420 DOM. PROJECT NO:13.003 INDEX TITLE: 415 RP24 410 MOISTURE CONTENT IN ALL FlLL AREAS. SANITARY SEWER PROFILE STR EX -3 to 2-4 SHEET NO: 24 OF 47 SCALE: V: 1" = 10' H: 1" = 30' DATE: 11/07/2014 - - - - - -- ME p- cn-- CL -- - - -- _ -- ------------ - -- - ------ RnSEn RADE -_�- - _ _-,- -s-- _ -EXiST1 - - GRADE- _ i 3.01% - — --- - MIN ----- '- --- -RCP-ST -SE---}8-RCP STORf� SEW:- - --- -- -.._. — .._ CTA a 7Zr% 47 - -_-15 - - —_— —ELE1T478 4-- =_ - — - -- --- ------ --- ACTOR -TO -DIRECTIONAL -L --EXISTING ,� '�- ` - —fir -_- __ - — ----- _ - ---- #- - -- - ON - - -- — - -- DRI -ALE-STREAM-GROSSING . ---GRADE-- — - --t — - --_- _=REQU --- - - CONCRETE -ANCHORS — — - - - -- -- --- - - -- - - DETAiCBYMTHE � - _ - - — N 43t nn 00 O M d M --- - Osp— --j--� �� - — O �t0O�00 ---- -- – - -- -- -O --o — —r IF------- o - N _ inZZ- N_ (n _ ZZ V) :9 i ZZ 50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 510 N O o 505 A U U V U 500 495 490 a z w x.-. C,2m 485 480 E-1 475 Z � O 470 pq 465 0 w 460 455 450 445 440 I --~--I Imo" a 435 Iii 430 W ~ � w W 425 cl) 420 DOM. 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PROJECT No:13.003 INDEX TITLE: SHEET NO: 25 OF 47 DATE: 11/07/2014 595 490 485 480 475 470 465 460 U' W A 590 m 0 585 x lu-, I w 0 - � LO s Un 4 0 Lo , �n "-' 0 580 A N S< �' o , 0 0 0 0 0 575 In 570 U) 4O 0 565 V] V] V] d] o 560 W = n w A U 00 U 555 6 550 w z 545 1,DD 9- w - - � 540 � -C 535 530 M u 525 44 w �P4 C = .ol4�!��!:�:D4,2- 520 lz o W G4 !� Q m a 515 .� � 4 04 o--� 2 c&.7 510 - U ca z h� >, 505 11RNc 1� � E--4 C> 04 Q E-+ 500 = -�P,�c�-4�o:�4Z ~ H P4 co a ,.-q4 W D F- �- � w 4a I c-�d/5- DOM. PROJECT No:13.003 INDEX TITLE: SHEET NO: 25 OF 47 DATE: 11/07/2014 >_ C�E �NNco p — CO 0< c 'i c>�p� NOTES: c E ' W 0q)mm� 1. 3 MINIMUM COVER REQUIRED FOR ALL 0 o PIPES.'� ,�_ cm m 2. COMPACT SUBGRADE TO 95% OPTIMUM MOISTURE CONTENT IN ALL FlLL AREAS. E 0 W y h p es� SCALES: 3-4 1' = 30' HOR D3 -4A 550 1 = 10' VER 550 ��p,L G f� O 545 545 MIC L F. MYERS 9 540 540 ic. No. 330;?. S CL 535 OPOSED 535 �ssIONAL 530 530 0 A 525 525 m 0 w Y 520 520 0 515 515 Z x v, 0 C) A 510 510 �, o m A 505 505 c5 500 500 w A 04 m 495 495 Z W 490 490 M m o A CQ ci m ado c' 0 rn SANITARY SEWER PROFILE STR 3-4 to 3-4A Q SCALE: V: 1" = 10' Q H: 1" = 30' C 5 0 0 0 0 W A U V U U SCALES- 3 CALES: 3-2 3-3 1' = 30' HOR (3-3)A D3 -3B 3-4 550 1' = 10' VER 550 LL; Q Z W 545 45 mcz;- N C+7 eN uj 540 540 535 535 530 530 � � 525 525 W ula P-1 520 520 O� 515 515 510 510 W H 505 505 (� 500 500 ~ � w 495 495 490 490 a W F- - - 485 485 w 480 480 DOM. 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O O 12-1 t umv� m �^ L O Zi N i -t — M - U E c Ll Y U W W 0 0 Azz, ca Or. UC�L q o w m-, � 12-1 6i ' Y_ m 0 aI O Zi "cm M w J i m vi Ll Y U W U ca Or. EE -1 0 A co w rn A U m O m z W 1-4 N W V 1 W 0 0 P4 A � F � CD p_.,, pq m 0 :1 Lu cD W cl z Lo 0 U W Aci r, m I m I _ m C) O o c .•. o � C' 10 rn � a ul rn co Iii U N a O co O W �D W f= A � W 12-1 6i ' aI O Zi "cm M w J i m vi EE -1 m O W 1-4 N W V 1 W 1_4 � F � CD p_.,, pq a :1 11••� 4 �1 04 w 0 U W DO u = > 04 _ m -:4 0 E --r Q ,__, � C' � a ul a w -j W �D W � W .c:c DOM. PROJECT NO:13.003 INDEX TITLE: RP31 SHEET NO: 31 OF 47 DATE: 11/07/2014 SEWER SERVICE LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE O CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. East Jordan Iron 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" works 00103971 PER FOOT ) jA 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM 2' MIN DIAMETER OF 4". 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. O MAIN LINE SALT ED TREATED FINISHED GROUND 2 x 4 MARKER F - SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE FRAME & COVER (SEE FIG. S—I—D,E) SLOPED AREA **' STREET SURFACE OR NON—PAVED AREA 1'-0" MAX 2'-0" "WEDG—LOK" TYPE RUBBER COATED STEEL ° STEPS OR APPROVED 3'-0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED M\ CONCRETE SECTIONS 12"" MIN ,> "0" RING SEALS a 16" MAX 12 MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" = 4'-0" 5i FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ° VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING T — SEWER IT a ' ° a L (4) 1' (2//5mm) DIA HOLES 27 1/Z- DIA ON SOLT2CIRCLE� 4mm) DIA [6 9mrn] 11 2A [ II 667m67mm] 24" DIA I` [606mm] '1 I 28 7/16" DIA f [722mm] 36" DIA [914mm] FRAME SECTION LLI ILRJ LUSH) 1 1 /2" [38mm] 7" F [178mm] 5/8 J [t 6mm] o 26" [660mm] 13/16" 1 1/2" [20mm] [38mm] 3 1/8" 1/2 [79mm] [73mm] 0 22 13/16" [579mm] 0 25" [635mm] /16" O.D. OF GKT GROOVE 4mm] SECTION VIEW 1/4" (6mm) DIA �- CAM BOLT CONC. BASE NEOPRENE GASKET SEE ASSEMBLY o WITH PART V, SECTION G OF THESE SPECIFICATIONS. DETAIL BENCH (2) WSHR 1/16 X 5/8 X 1 1/2 (2) CORED 1800" 1 5/8" RUBBER PART# 00981D45 (2) BLT HEX 5/8-11X3 1/2 SS E W PICKBARS [5mm]2400" m [41mm] EXISTING SANITARY PART# 00981250 4ADE I N us r. [6mm] 1/2" .63 DIA. STAINLESS STEEL ROD 1 1/8" (29mm) DIA BOSS [13mm] (2) WSHR 5/8 ID 1.50 OD SS PART# 00981318 PLAN VIEW Lij PICKBAR & LOCKLUG HOLE DETAIL ,. 2) NUT HX 5/8-11 ZN NYLK NOTES: PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME do COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. U O (2) 1935R LOCK LUG '' <� AND STONE BEDDING (SHORT) PART# 00193585 BRANCH LOCK LUG ASSEMBLY 2 WATERTIGHT MANHOLE COVER DETAIL '32 NOT TO SCALE A FILLETED INVERT FOR A SMOOTH d ° °� 12" FLEXIBLE CONNECTION TRANSITION OF FLOW BETWEEN WITH STAINLESS STEEL INLET & OUTLET PIPE SHALL BE BAND PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON—EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 1 , i FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA —� 2'-0" "WEDG LOK" TYPE RUBBER COATED 1'-0" MAX o STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 0 3'-0" MIN o THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MINS BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5"� MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIES OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH 0 TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE u e ? PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. 3 DROP MANHOLE DETAIL 032 NOT TO SCALE 3000 PSI CONC. BASE PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE q o WITH PART V, SECTION G OF THESE SPECIFICATIONS. BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN m SET DOGHOUSE BASE •' a EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE Lij ,. DITCH LINE 6" MIN. Lu Y U Lu DOGHOUSE OPENING SHALL ��� :' i' MIN. 12" CLEARANCE Z BE PREFORMED BY' • .'' BETWEEN EXISTING PIPE U O MANUFACTURER OR �' ''' ' 1••.•••'•• '' <� AND STONE BEDDING Lu J BRANCH SAW CUT TO FIT PIPE A a ° OUTSIDE DIAMATER .°'.. PLUS 6". a A 12" THICK VDOT m z Y. No. 68 STONE BEDDING PLAN 8'x8"x16" AND 4"x8"x16" w A SOLID CONCRETE BLOCKS +L CENTER W/RISER DOGHOUSE MANHOLE BASE 2„ WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE Lu U N Lu O C BE CONSTRUCTED AS SHOWN WITH CONCRETE / SPACING SPACING ON FIGURE S -1-A R NON HRINIKINGG GROUT NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED O If MANHOLE WITH BRANCH TIE-IN DETAIL NOT TO SCALE ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE " BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12' M11N. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. 6:) "DOGHOUSE" MANHOLE DETAIL P32 NOT TO SCALE EMBEDMENT SPRING LINE OF PIPE - NO. 68 STONE 36"MINI 24"M I 8"MIN REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE. REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL. BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE SANITARY SEWER INSTALLATION DETAIL NOT TO SCALE / ( 1" mm) DIA HOLES ONN 3/ 32 3 4" (834mm) DIA BOLT CIRCLE. 2" (51mm) LETTERS O O (RECESSED FLUSH) 1" East Jordan Iron [25mm] Works 00104316 S \ ' PICKHOOLES 1 1 /2" [38mm] O O S W (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA 1 1/2" [699mm] [38mm] 26 1/4" DIA 7" [667mm] [178mm] 1 1 /2" 26" DIA [660[38mm] 1/4" (6mm) DIA 3 DIA 1/8" NEOPRENE GASKET [79mm] [606mm] 28 7/16" DIA I 5/8" f' [722mm] 'I [16mm] 23" DIA ] [584mm 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION MANHOLE FRAME AND COVER DETAIL NOT TO SCALE V c Q 0 "c .� •c E c 0 LL ME, AL �✓ E n c\j p �QdJ� 4) E q) m cc) U io M U L/k. No. 33028 Z4. RP32 SHEET NO: 32 OF 47 DATE: 11/07/2014 �V11 §S'SNNAL ANCHOR EXTENDS INTO SIDE OF DITCH q o � m Lij DITCH LINE 6" MIN. Lu Y U Lu Z U O Lu J A a ° w r.� A m z . PLAN w A m 0 Lu U N Lu O C SPACING SPACING A LO c� M ulj m co \ oo LO \ >;- p c2 o�D co . 0 O 10 iA D.I. PIPE � Z o 04 n 1-••�i M F�-i U C3 ANCHOR NO. 1 AT _O i1� U GRADE SPACING FIRST JOINT ABOVE MANHOLE. w 173 A U U U U RP32 SHEET NO: 32 OF 47 DATE: 11/07/2014 ANCHOR EXTENDS INTO SIDE OF DITCH Lij DITCH LINE 6" MIN. Z VARIES D.I. PIPE I Z Lu J a ° 2500 PSI CONCRETE• ' . PLAN SPACING SPACING OSPACING . O D.I. PIPE 04 n 1-••�i M F�-i /w� ~ C3 ANCHOR NO. 1 AT GRADE SPACING FIRST JOINT ABOVE MANHOLE. W 20% TO 35% 35% TO 50% NOT OVER 36' NOT OVER 24' o Ow 50% OR GREATER NOT OVER 16' z T I---•1 S� AF �II p � PROFILE � O � Q 1--1 a w J 8w SANITARY SEWER ANCHOR DETAIL w P 3 2 NOT TO SCALE Q DOM. PROJECT NO:13.003 INDEX TITLE: RP32 SHEET NO: 32 OF 47 DATE: 11/07/2014 � N —tn— cm cm c LOT 24 _A -T - / I c oQ,o-w mm� lOYR - 92 1 ;`` , , // / 1/ / .�/� /� , , / / / / 'ss / I i I \ \ \ \/ - C N o r r `T- 20 LOT 2 4 T1� / / / - y /' ' ' / \ / \ 1 5 / / O/// // 3 // / I I t \ M \ .- c -� TO - RCP / T�P = 53��O0 / 1 // / / // _ ' ' , / y 3 / / / / / / /, / _ t LOT 36 t t +/ 0 C2 / / / / 10A \ t t \ 10YR WSE 531\95' / / / / / _ - _ TDP = 46.30' / /I e� +47 V/ / / y 10YR_WSE-=6-16-49 / / // / \_/ / 476/ H 9 TOP = 61 .77 � g � / � �� ` / / / TOP /= 2 ____ -- — � � ,� ,- � / � � // �' //•� / // \ 2,2.5 BEN / / / 6 �-�'— � 16$ // e'er 10Y SE = 646.62' 'R�p / 1 V \ - 26.34' / — _ — I _ — /' , / �1 _ f \ 3 / r / / . ic. No. 33028 WSE / / Q // / _ - -R P �'' /' 48$ - �' / T��� _ :-540.82 \ _ //� 10YR WSE = 64 .01 LOT/�l Y r\ 44V_LU U LOT'2� \\ \ / / i / / / / / _ I -'' / _ - LOT 35 / -,-'' o r TOP / / / / \ 3 3A z \ \ SLOT- \ 4v w . lOYF� W 20 0 20 40 60 INLET 9 20 0 20 40 60 20 0 20 40 60 U) � to I v 1 in rl El In 93 INLETS 3, 3A, 4, 5 3 INLETS 11, 129 191919 c o SCALE: 1" = 20' RP3 SCALE: 1" = 20' a m co o RP3 SCALE: 1" = 20' RP3 0 0 0 -4 o cn AD 001. See z o \ \1OYR WSE _ X83.28 $6Si / / / // y // \ \ I l Q� SE = 629.6 34 850/ / / /LOT/ 40 /� / / / // / / \� p�\�4 \ — — — — — I I I I / / ��Lij \ -4 LOT 67/ / / l /� / l • 1 ( I �C �C { 214A / / a S 5 S \ /�'a �/� \ � \ \ \I TL F9T .� s loll Zl IV 14 \ S_ moi/ / y 576 LOT 66 S / / / �� / / / !/ / / : / / I t OYR WSE 63.7 / i / / I lOYI�\WSE - 553.76 Q�- \; t t i I // / � / /// � \ � U 18 + t / / / 6..50 / l I l l \ \ Q T P = 4 1. 7 \ \ w w w / / LOT /41 / / / / / / ( / i t I / / _ - - 1ti P -i' O IN w w - - I / / / / / / / / / / / / / 1 \ T - 45�0O, / / / / \ O U) W Q w w w �. w .— W►--,®' \ I / / / / / / l I I l \ \ t I \ / l OYR SE �= 492.40 \\1-4ov ��,� � 1 lOYR WSE = 49 .89 \ 1 // �,�o, // \,a �p E -i Q \ I \� / / 10 -YR WSE = 484.73 / / / / / / / \ \ / / I / / / / / c O //,q c '--' E-4 4A, \- Q W I \\ 1 LT68�s// �` TOP - I 50' \ / / / / / / y / / / / / / / fr \ \ \ \ / / I I I I / / / \C � W 1 I \ / \ �� � � / � / // / / / /.•� / \ \ \\ // � / i� III / / // // �� \Z � I 84t� LOT 70 876\/0 \ OP = 484.371 17 / / / , // / / / / / / \ _ , ` s / I I / / / 576 \ � �\ \\ �i w / w t I \ \ i ► I I / / / / � I ( / / / y/ / � // / / / // // / � / / \ � \ 3 / \// 1_ 11 1 I I / / 4� _ _�� � \ � I t \ \ 1 LOT 69 I I /— / // // / / / / / / / // P// // I /l / \ \ �/ / // I i 1 / \ DOM. PROJECT NO:13.003 P,00 INDEX TITLE. 7jPAP 3 3 941 / I / 1�YR WSE �- 6Pr5.22 / y// / / / 1 i I /' �' / INLET 25 20 0 20 40 60 4 INLETS 17, 17A, 18 19 20 0 20 40 60 / / / / / / / // I // , / / / I RP3 . /;/ / / RP3 „ in In In In In SHEET NO: 33 OF 47 SCALE: 1" = 20' INLET 32, 33 34A 30 0 30 60 90 SCALE: 1 = 20 RP3 SCALE: 1" = 30' DATE: 11/07/14 ( ; ' DBp� 69 6 \� / TM PAR \ / J � ZONED: l _ / 1 E ERGRE - \ / N LAND = \ \ \�\ \ \ \ USE: VACANT l - - - - = D 3033 9 \ \ \\ \ \ /RA USE: NT \ w \ /, , �// .8 / // / / 21Y PG 627 89 PAR T / �p / f / /\\ EVERG LAND 1'4 \ \ \ � \ \ DA -1/// / \\ OMPANY D 3385 PG 608 - - _ _ - -%! _ = ; ;i// j �/1 I�1111'llil l►II IIII Ilii l / \\\\\\\� \ _ -� - - - \ \/ - _-_ - - , �,� / / l l I j I III 1 1I►I I / \ \\\\\ _ — _ J/ \ A r 0.70.67 ZONED: RA - - / USE. VAC o►,e--- _ -7- � ( .- ___•_. � ____- e►+E -- - DA- I; DIX�-0000j - - __ o.GG Ac \ \ _ /1//�llJ/JJJ iJl/�_- \\\\\ \\\\\ _ -- - - _ -_---� --�� \ C=0.43 IIII!/\\\ tc= 1 3.Omin\- -�____-_ DA -3G _bio-- \ \` ��\ \ - -- - \ \\ - --/ :.e• - -_ 3.82 Ac \\� _ C=0.35 _ 3.54 Ac _---_--_----\\\ \\\ \\\\� \ 1- �' / i tc_7.0min\ ttc=13.5 min _- -_-_- - - \ ,► %-\\\ \ ODA -32 8 - - - - - - - - - -_- = _— _- - - 2 Ac DA- - 33 DA _C=o.35 --0.87 Ac 0.23 Ac tc=5 min ' - - C=0.37 C=0.39 �t_c=5 mini -tc=5 min- / _�_--__ !_ - � -- Ili II / •\-____\ - / /-----1 \ \\\\_ _- \ \ `' , / �-- -- - ,�-_ _._- - � 0.99 C=0.37 tc=7.5 min _ / / // /- \ \\\\\\\ /=i _-�__ // —— \ LST � / / � •-\ \\\\\\ \ � ..- - � -- r- � - - ---- / // 1,06 Ili) fill, \\\ 1 � \ \\\\ \ \ I --- \ 1 ////// /./%// //// . / /, ///// / �-- //// / /%/ \\\ \\ ''-- _ ,---- f! - � �i'�-/ / i/// sc -'�\� � \ \\•'��-_--'---`„`__ _ / / \ \ \ / ( 1 \ \\ \ \ \ \\ 1 I \ I / l J 1 ' l \ \ \ \ I 0.42 Ac t T vis,„ 1 II\\ !IIII/// �Ij1 / ;\\�� \\\\\ C=0.37 4 s 1 1 I III / 111 i I tc=5 min �/ - , / // /////\ \ \____//i/,/� �\\ ) 1Il / I 1 \\ \I I I i `\ \\ \ -- -- . \ \ \\ 50 L_ \\""�' \ \_� fA \ \ \/11�\ \ 1 \/III I r�o1Jl� J IJ�JI JIJIIJi 178 \\\\\\\ \ \\ \\\I I/ I I �'Q/JF \ \ > \ 1 I \1 I 1 \ 1 1 1 \ 5 � l//I /l//ll/// //f I \ \�\\��\\\�-- _ �\C=0.35 ✓ \ / / / / / / / / \\ \- _ \\ \ - _ / //// 1 min` ,IT 2 -Sq -FT- ✓/ // �% J �I \� /_ _ \_ l l l 11 JJJ JIJ 111 '•\\\\�\\\\\\ \� \� \ \ I IJ �I111 II ,�\ \ \ _ /- --- � \ \ � _ __ - __ _ J I _ - � j //ii / �/ / / \\ \ 1 \ \ - \ \ \ ,.2'44 S f/ l J J 1 J � ,� \ .\ \ \ \ \ \ \ �° --, � \ \ � � \ � i • I. � 3� ; — - \ ,�\ I � l J i I I I `i I1��\ \ \\ \\\ \ \ I \ \ \ :\ \ \\ ,�• // /i / / \ \ \ \� � I I / { ((-I I I I I \ / / � l \ \ oss �'T � (-J - \\ � \\\ l \ \ � \ \ 1 1 1\ 1' Ilk \ �\\ \ \ 7 LOT I 1 11^1 111 II j \ \ )I I 11 it 11 5248 FIT ! I 1\ III it .� L� \ i I 1111 IIII IIII \ \ I I T / 0T\ 75 � 1 I I II II \ \ \ \ \ 1 \ 1 \ \ / / \ \S \ // / ) I 40T /25/ / \LOT \1\7l\\ \II IJJ II (' ,\\ (Typ's/ \ \\ \\ \ // - /�/ 3,,8 1 �3Q FT/ 42 79j1 SQI 17; /\t/ I I { I 1 \ \i s m I LOT \ \ \ \ \\\\\ \ \� \ / / /�//ll, I) (� (, I DA -5 \ ► I \ \ , 1_ auNaf is ro "�u _ _ ; ; , , \ \ 42 - f / ( I \ 1 �\ 0,08 � ( 1 J / I 1 1 \� \ i \ J / ' \ \ _ — ✓ \ SQ "°"° a \ \\ \ \ \ �\ \ _ �\\ \ \ \ °� // /� / / 1 I 1 \ \ \ \ \ \ \' 2. 1 G Ac I' I \ \\ { \ \\ \ 1 \ - \ \ / 2, nRos �snac -r -� \ \ \ \ \ ( \ \ \ \ \ / / , / yo // / ////j DA- 19 g 1 11 1 Il 1 JII 11 II I I I C=0.7G \ \ \\\\�"I,\\ 1 1 I ,� \ \ J I i 1 -s¢,A ---- 1 1\ \ }I I ' / // / / /// / /J I \,0.82 Ac 1 I I \ tc=15.5 min C=o.Go / 1 III+I1� I/�l/ IIII 11111 III I l \ \ \ \\\ \ \� \�\ _ \� ` i \ �_ I I _-- I 1 I \ \ \ \ \ \�_- / / �// // // i / \ \ \ '�\ I I\I \ \\\\\\\\ (/J\ � \ \ \ \� � \ \ _ � / / // �/�/ / �•% ( � I\ \ \ \ \ \ \ \ \ \ \tc=7 min 4 / f 1 1 I OLT \\\ 7 1 �\� 5106 \sQ T \ 1111 111 \\ \ _ DA- -0.30 \\ 1 11 1 1\111\\ \ \ \ \\ \- 2.30 Ac - - '=o.GG ' _� � / //� • \\\ \\ \ \ \ \ ' ^ - \ / � � \\ i � / / / / — ' / /moi// / / I•I \ \ � � \ 1 \ \ \ 1 I 1 \ \ \ \ \ \ ` ,., - \ C-c0.G8 _ _ %STREL l \ \ i i i - \ \ \ / / / / - // / / \ \ / \ \ \ \ \ '• \ \ \ \ \ tc=5 min _ _ tc- 18.5 minim _ ✓ /, // lI ) \ \\\� \ \ \ / \ \ \ I _ _ �' / �T -- i `-�--1 -;,/ / /--_�-/ \\ti \\_� 1 WIN, \ \ - �T - /� / /,/ / , / / / \ \ \ \ \ / , , /, / -, i - / / / / , \ \\ \ \ \ i 1 \ �� 000 1 - - - q //�// �// /J j l \ l///// / \ - _/i// ✓ / / //i / \\\\\ I \\ ////41!9 / / �j/� \\ \_ - \/ 1 1 I I I I I I I / \ \\ \ \ \ \� 4 . �-�...//- �i 490 / f///// //f /�/ ✓ l J J J I I � �i /— - '� \ 520 // / / / r- i. / I \ \ — � _ — — �M l \ \ 0.12 Ac /// C=0.8 I /// D:397 �CTus / //// /////// •'1 /1/l J11 ��_ =_ tc=5 mini O e I \ \ o s\_ s s �s s '%61^ -UPT14 W1- 45-1__ Ac1r __ 4044o�Q 1 / / l / / --L \\ / -� \ \ \ \ / / \ \ \ \ \ / y - / / i �\ \ \ —.4W. It —48o —49 48 / I � \ \ � \ \ _ _ � � —. _ _ - - -- _ _ _ \ __ -- --� _ = '.-� \ \ \/\ \ , r l \ l 100 0 100 200 300 ri-,�PQSTDEVELOPEEI INLET DRAINAGE AREAS R P 3p SCALE: 1" = 100' s C u,NN� C 0 (Do ? mma .� c 0o _ N E c 0 W h y a e Q,ti r s �o o v MYERS c. No. 33028 IONAL Acm o m 0 w Y U w U cn �4 z O � A c 5 W W A U m � � 0 w A m 0 w z Lo I Z co co w 0 U13 UZI, m 1113 m U13 A � m � o 0 0 0 -.4 0 10 d w � o U cn CD W A V U U U Liia z LU J_ w� O i� O W ~ 04 W O z W � a E-1 6i W � F— w � w DOM. PROJECT NO:13.003 INDEX TITLE: RP34 SHEET NO: 34 OF 47 DATE: 11/07/2014 LOT \ \ \ 0.82 Ac ' — — DA -33 DA-34A— ���\\\�\\=_C=0.35 —0.87 Ac 0.23 Ac � �\ / \ tc=5 min ' — — —C=0.37 C=0.39 --'tc=5 mintc5 min — — \ — _ _._ i \ \\\ \�\�\ _—� \� /1 } J I 0.99 Ac /�+\ \ _ — e , �_ _— —'� -- _�� C=0.37 tc=7.5 mm — LffT DA -28 /'4�;�r/�_=— �/� 0.42 Ac— // / \ \ �► \ \ \ \\\ C=0.37 i � /i — — — /� \ � _ _ // // /�/ \ \ \ I tc=5 min _ / /fly \ \ \\\\ ` \ \\�� I \\ \\ \\_ \ �'� \ \ I l I il`\\\\�\•\ \1 I \ \ \ \1 TM90EPAR A \\ MOSBY MOUNTAIN COMMUNITYASSOCIATION N DB 3251 PG 113 0.46 Ac _ ZONED. R 1C=0.35 USE: OPEN SPA CEtc=5 mm� ,�- F� /� / (I \��,�\�=__ / ! �f i / I I _\Z \ \- _ \ \ \ _/ J 11 r//' �—___; ---__� /' I_I/'ilii 1111 \l \\ \ � \ / /////// / / �/III I it I••/�\ \\\\ \ \\ \\1►\ It \ \ \ I OT \ \ \. \ \ \� \ I / \ fJ\ �/ —' \ LOT 152\ !�! \ \40, z \ \ \ \ (_I / Q \ , 096 Q PT \ \\\ \ � \ \ \ \ \ ,� \ _.�% \ \ \ \ LOT 7 \\\\ �', \ \ 1 1 1 II I 1 \ \' �� 1 F�'/ ///// / Illilll 1 �' • \� '— \\\ \— \ \ 52,748,3 FITJ I I II I!I •� \ \ \ \ \ \ \ _ / / /// // l I \\ — �M1 \\ 100 I I I I I II �\ I \ \ \ \ I I / \ I \ / OX75 \ \ I T I �4 \ ' -— \ \ \ \ \\\ \ \ 'I � \ �6 \S�F�` ANpg I �, I eas,p,. \ ' — , LOT \\ \ \ \�\\\\ \ �\\�/ f \ \� — , �j / w6, 0,08 / ( T Flu arn♦ &;;D I`AP MC _49,179 \ \ \ 1 \ \\\ \\ �\ \ / oi/ / // // \ \ \ \ \ 42,55 \ \ S �RUN UPsmcAM _ J' \ \ \ ( �� �� \ \ \ \ \ /'1 j j j yo / %/ // / / /1 I 1 i \ \ \ \ \ \ DA- 19 s o / / (66 Q E�'ARAS easn'q, `� \ \ \ \ \ \ \' \ \ \ \ / / / /// /ft1l AT /�/i// \ ���T.S�17+t01cFrr� \ \ J \ \ \ C=O.GO/� \ \ \ I ( 1 CAPAaTrMau,20 FOR \ ~ / / — / / / cf� / / \ \ 4 / / /� / // \ \ tc=7 min \ \ $ I \ FOR CULVERT` �\ I I -- J I 1 1 I 1 I \ \\\\\`\ ( I�`, \\ \\_ �/ / /�� ///�j/%.j( i I \ \ \ \ \ \\\ \\ _/ / /�DA-18 \ I I \\\\\\\1\ II / I \ \\\- \ / / !//lI l/ // / / / l l \ \ \ \ \ \ 0.77 Ac \ �,• 1 1 _ \ C=0.74 + \ ) \ \ /rJ (�—� 1 \ \ I \\ --'/ / — , 40 �FTjl1 III 11\\ \\ '\\\ \ \ /! ! / / /�//// (! / (t ,\\ \ \ \\ \\ /-.\\� \45J06\SQ T I I tc=5 �4�)-06 S I 54 \\ // �3� - / / // .I II J \\\ \\ / /// / / \/ DA -17 \ \ I l — TM 90E PAR 67 ( `- \ \ \ _ \ TURNER C. OR CHRISTINE M. LISLE FT\ I--/ / /�-- —_— / ///! //J/ / \ \ \\\ \ f S (I (I l 1 1 \. \\ \ \\ \ \ / 0.33 Ac \ \ 1\ \ \ u I 1 1 \ DB 3049 PG 648 \ \ \ I I // / / _ — — — Vii/ /// l l l I — \ \ \ / d I 1 \ \ C=0.80 _ \ \ 1 I I 1 j . \ 1 \ \`A'S / \ l ` \ \ \ \ \�I ` r I I 1• \ \ tc=5 min I I I I I/ I U ZONED: R1 \zz � I \ \\�\ 11 \ \\ 1 \ \ I li �'. I I USE: \ \ \ \ ) I' l / RESIDENTIAL \\ \ / —� �� — / / \--- 1 11 \\ 1\ti, \ 1 / -iI 's,� / / /\�— DA- I7A IQ 1 \��\}(( �/r COLS / //— / / \------_/ I 1 I 1 \ I \ \ \ \ \ O.G3 Ac ! l 1 ! ( I I ! I J t / ( \ \\rte i III II1�__ \\�� \\\ \\ / \\ 70 _ r \LQT /I I 1�I-- / \ — ►I' / / / /� / J \ _ _ / I I \ \ \ \ 4 t TM 90E PAR 66 _ / 1 / / // \` _/ II I \ /� \ \�\ _— tc=5 mm, \ RICHARD P. / �//!/ `\� \ \\ \ \ I 1 ( \ ,56� SFT\ l �'i /41 9 / / f ! !! / \\ — — \ /I II I, i I III 1 1 \ \ \ \ \\ \\ \ \2 4(\ } \ / 1 /•y°� J l I I \ PALMERO OR \\ \\ \ \ \ --I / / l !/ / �/ii ( \. \ _ I I I \ \ \ \ \ _ I 1 I \ 1 I I / I \ ARGARET M. DB 3113 PC 293 °� I v \ � \ I I I / I \ — — — \ HARRISON \ \ \ \ \\�=� \ \\\`—\ r J 1 I ( I/ I / ZONED: R1 \ / l \ \ \ �- i \ — / ) I I / I I I l / / l \ / 1 t SE: RESIDENTIAL Pen �ac�- 7x397 -- -�— —\ \ J I l 1 \ �� / \ 11 11 _ _ -� \ / j J J \ \ \ \ \ \ \ \ — — / — ,- I I i I \ \ ✓ \ \ so 00, l I ( Pen SPa �, /(////1N— — — —/ / I \ \ _ — — �- /i % / I 1 ( \ / / ^ \ \2UCE R TM 90E PAR 65 \ l _ / 5.34 1 I J \ 4 \ / y _ — \ \ � � \ \-Qwe� d�� / �. — ,- / / / / ! I \ � _ � _— — — 4 � �'T OR� _---------- //_ ( I l: \ \ KELLY J. HATHAWAY — ` \ _I j \ \ \ \ \ / ' 1 \ \ c ! zj T' / — l I 1 \ \ \\ \ _ — — I DB 2951 PG 733 \ I -� / \ \ \ / / = -- \ ) / / \ — — — — _ — _ — - / I \ t ` ZONED p — s \ 1� I ` \ \ \\\ \ \ 11 ` \ \ .. — —� — ,� \_-----\`— __------ -- /l USE: RESIDENT1 IAL 0) It L N, —� M 90E PAR SBYMOUNTAI N -------— \\\ COMMUNITY ASSOCIATIOA OA s DB 3251 PG 113 / ot4 /1 �r ` >� / \ \ \ \� — _ \ _ � -_— — — \\_ _—'�= — ����\\\ --�--- \\ \ — —__— _ = jl \\\\\\\\\\ \ f \ \ ZONED: / r / \ '( / \\� \ \ \ \\ \ F�. OPEN SPACE � �°�, 1 � 48 tl -- c4s I / \ \ \�,o _ \ \ \ \ \\ FFL _ / of 83 ` —ARTH \ \ \ \ — / —F — 698 SQ O ace , 11 -- l L 84 n TI' J \ \ \ \\ \9 38 -3Q�'� -r �7 `F 41 / I \ `�4c2es� � 1.097 Acres Lots 80 \ bot s° / \/ 1 ' \ — \ \ \ \ \ \ res c AD U. A \ \ \ \ \ \ \ \ \ \ /X / \ dot \ \ II \ \ \ \ — $8 Acre r\ \ A' Acres E T 7 } s --- 5 S / / / ZON \ — _-- s _ _ s _ \ RE IHE'NTIAb' /I / y�x/ \\0.9174&- s \ \ \ 1 1 \ \ \ \ / / \ / \ / // L'D/ 8 / — — wl J I \\\ \ \ \ \ 86 Open \S'pa- ,Ec"n " an R amu _/ ' / / — / \ _ / DA -25 / / -n►+aa�arc aam Roar ;r ,•,:.., � / -. / ! / / / / / —' ' 5.07 Ac Acres II 0\Z56 \Acis \ \ \ / / / / — — _ — — \ _ ' ° 0 \\\ \\ \ es / I \ \ _ \\\— �� / 1 I -- 6-_tc=8 mm 1 I i l !l t/ Od /F l I \ ��\_ J — J \ l i <4c<<` \ ` = I J\ ll'III _� / 4<< h <4<< F <4 g%,4c4cc < c�F<< DLI OUTA/ 1 POSTDEVELOPED INLET OUTFALL DRAINAGE AREAS P35 00 0 100 200 304 00 � � � hp P// INDEX TITLE: L SHEET NO: 35 OF 47 DATE: 11/07/2014 U MIC F. MYERS L�e No. 33028 ;N/(•�-�� ww cess j ON A L �- A o r=4 a } m z z w 0 w Y U W � w U Z O z � Cp C) A O � A � Ix C W O v Z 'Q W w A Q Z E-4 m 0 w z CD w 0 z LO 7 M m CO 0 0 0 0 E' w 10 CIO w Z o �i c w w_ DOM. PROJECT NO:13.003 W A U U U U INDEX TITLE: L SHEET NO: 35 OF 47 DATE: 11/07/2014 a z z w W � Z C) O Ix C W O Z 'Q W Q Z E-4 6-4 © E' w E-1ra, �_ �i � w w_ DOM. PROJECT NO:13.003 INDEX TITLE: L SHEET NO: 35 OF 47 DATE: 11/07/2014 / _ \ ` � '`'\• \ \ \ by \�/ / _ � / ! 41 O Cj \ M ` \ / 00 00 00 c � / a \� DIS N M w —w .W M / w W 5 00 IWO Lf 12� y m / / k St°� / / // EX• ,a treet ernes} i�///� �\` � _ /6�g� toy x� T « - i / \ _ 646/,x° // / /� /// /// / o -/'"' � \ _ 6� a '°/�b� c / / / 1 NVId 81d rr Li -----1` / c p•'''' // // / / / / \ — //' j/ � moi-/ // \ \ �,�r]J � � •� _- — — i / / / // l MIC VTYERS .�N"o. 33028 10 s S'ONAL V — LOT 4 / ' _77-- 41,1 41,1 n - \ / \ 13 \ _ / "'LOT 12 42,665 SQ FS�T'' 1 / /f f / i / �Q �V \ \ \ / // — / / i w / 1X •/ / / �� \ -- / — — J / / / / W 21 m 71 "oo CD / z ooe U13 Lo Lo to Lu 30 0 / 30 .60 , 90 A I El E3 rl a in 71Ci m m o 0 0 0 .-1 O I"=30 ' 19 vn rn SCALES: 1"=30'HOR a 1"=10'VER co co z `„ O H -I MAINTAIN POSITIVE DRAINAGE 670 w w U U U U r—EXISTING GRADE 3" MULCH 5.0' TRAIL TO BE CLASS B, TYPE 1 PRIMITIVE TRAIL IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. 1 l NATURE TRAIL DETAIL (CLASS RP37/ NOT TO SCALE )PEDESTRIAN BRIDGE DETAIL F)37j CEDAR BRIDGE SHOP OR EQUIVALENT (5' WIDTH TO BE GRADED MAXIMUM OF 5% WP -2 ADJACENT TRAVEL LANE ASPHAt.T PAVEMENT WIDENING 12 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUC71ON JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDEINING LAYERS ® PROPOSED MINIMUM 1 fj INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS Of EXISTING ASPHALT LAYERS AS DETERMNED BY CORES (SEE NOTE 3) NOTES= 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2 THE PAVEMENT DESIGN fOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS; OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. PAVE�NT OF THREE CORES SE COMA LS BE TAKEN ALONG THE BES ACED NO CENTERORE OFS THE FADTACENNTTTTRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING f PTHE ADJACENT HRAVEL ROPOSED PAVEMENT WI 14ENG ALLSURBEEMCLED A O RS , INIMUM DEPTH 5 WAIVED F 1I t2lE NCHES R.D REPLACED WITH AN ASPHALT SURFACE: COURSE TO MATCH THE ENGIN 5. THE ENGINEER MAY REQUIRE THE MtLUNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIVITS S"L BE RESTORED SUBJECT TO THE APPROVAL CIF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIF.tN SHALL CONFORM 70 THE REQUIREMENTS OF SECTION 315.05(t) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEOGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315O7(.1 CF THE SPECIFICATIONS. \VDOT PAVEMENT WIDENING SPECIFICATION E ROAD AND BRIDGE STANDARDS SHEET 1 IFI_] REVISION DATE 315 303.02 VIRGIMA DEPARTMENT OF TRANSPORTATION 3 WP -2 DETAIL RP37 665 660 655 650 645 640 635 630 660 655 650 645 640 635 630 625 620 - _ .5 -i I IGHT —3:5' -HEIGHT- — -� _—_ �2$0'- — __ - _..__- OF-OBJEyT or. ryE -----ELEV = - 6530' NG:EI _= 51:0' ___ _ --- ... _........ -- 5` HEIGHT .......... - - ----- -.._ _..._.... _ _ — -- - -' - - __.__ ............................... - --- - - . - - .._.. _ -'- - ...__. —._-. _ - - - -- -- - -- . - ..... .... ___'_11+16 =-644.00'— CE----- - - _.............-- --- .___..--- .._. - -- - - ---- - _--.-- ..........- -- - - - t - ......... _ _ _...._...... _ _ .......... .-- ..-- .... .... - ...__ .. ._.... .. ----- - - _ _..._._ _ _. _—. ._ _—_�—_..__ --.._ _.__ —_.___ - - _ + ___ _ _.—__.._.___— _._—.... _ _... _..— _� ._- _ _.... ........ . •. 0 GHT _.... _................... - ---- ----EL - .--_ _-----......-:...._-..-- V- 627.50'_ - x .� L�2 mLL Lu J °: 670 04 a 665 660 655 650 645 640 635 630 660 655 650 645 640 635 630 625 620 INDEX TITLE: SHEET NO: 37 OF 47 DATE: 7/7/2014 w z x .� L�2 mLL Lu J °: E-1 O z w W C:) hF-� I� O c w N Q E --t a � W �En �:D w w DOM. PROJECT NO:13.003 INDEX TITLE: SHEET NO: 37 OF 47 DATE: 7/7/2014 MATCHLINE RP39 `^_/ \ -1 � \ `` \ / \ ^U) lu)DOM. PROJECT NO:13.0039INDEX TITLE: SHEET NO: 40 OF 47 DATE: 11/07/2014 241 -� i k ! 1 t 1 ! ' r ? \ \ `� v ki 50 0 50 100 150 PERPly \ / / / I % ) ) ) ) ) t 1 ) \ \ f / / / l / i l / ) �1 1 {1{11 x \ \ ift=5o \ 21� ` e // / / / / / / / / i ' \" �� i �; ! �(4 j I ARAG x \\ \\� \\ - - - RP44 RP45 1 > p �NNO0 'L m Q �>mo� Q7mm E o 41 co �t 'ITcm .� cn o •E —U W n0 u h y a� Ar e`' �I' T 0 O) MICHAE MYERS 9 Lic. o. 33028 SIONAL V"' o � m O w Y U W 2 U O o A m A o U m U" W A m a LU z z LO c' W 0 L" U"" L" L A 0 -Q \ \ 0 \ 0 O C� u..i J U O U) O H ty W V3 A U U U U 6�a ' Ll.l Z W J I J2 W � O a E-1 CD P-4 � O O CDO � � W �:D w w c DOM. PROJECT NO: 13.003c. I NDEX TITLE: RP45 SHEET NO: 45 OF 47 DATE: 11/07/2014 11 MAINTAIN POSITIVE DRAINAGE 3" MULCH 5.0' TRAIL TO BE CLASS B, TYPE 1 PRIMITIVE TRAIL IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. 1 NATURE TRAIL RP46 NOT TO SCALE 10 Z1.1 11 I RO I TATS p LYNC BIIkq Ro r / i _� .— ,— — —,=--/'So —' of 10 / — — — I / SCALE. 1" = 50' OLD LYNCHBURG ROAD LANDSCAPE PLAN 2 PICNIC SHELTER DETAIL P46 NOT TO SCALE SCALE: 1"=50' ,,. ,r 4 LW-OKA-62444- 24'x 44' Larry -Wood Open Knee Arch Shelter with bd optional metal roofing Standaird Wood Shelter Specifications Features • CCA trezatecl glued laminated arches • 01 2x8 Tr&G SYP roof deck, Slt • #1 2x6 treated SYP fascia • Galvanized base shoes • No steel connection plates required • 4:12 roa)f pitch • Engineered to local code • Low maiintenance • Al# decK butt joints occur over a beam NOTE: USE 24'x44' (26'x46' COBCRETE PAD) LAMINATED Wf00D OPEN KNEE ARCH SHELTER WITH METAL ROOFING AS MANUFACTURED BY RCP SHELTER, INC (OR EQUIVALENT). FIVE BOARD WOOD FI PROP. 25' SCREENING & LANDSCAPE EASEMENT 0 a SECTION ;r k 1 5 10 15 ■�■+�■s■r■s PLANT SCHEDULE TREE LIST (Planted ® 15' o.c.) GGA Green Giant Arborvitae, (6'-7' Ht.) 65 c Thuja plicata x standishii @�miri SHRUB LIST (Planted @ 10' o.c.) WH Winterberry Holly (18"-24" Ht.) 54 Ilex verticillate (18"-24" Ht.) MJL Majestic Jade Laurel (18"-24" Ht.) 180 .� Prunus laurocerasus (18"-24" Ht.) N _ E E s v �NNco M C 'L 0<CO— c @�miri E W 'vmm _ '^ _ •� c°no�td N .� U E c 0 h h 4. Iti a� oc p s e Opti H F 'o MIC YERS I . No. 33028 �o� I ,7-3-,�� �s"10NAL � w A M W Y U W S U � C:) U Q U m w z x 0 U) w in LIM LOu7 A \ 0 CID co 0 \ PI 0 In w J U � o CIO E� f•+-1 Q� O lq I lii � I z cr) LU I O z zrn W H a C:) U I W Q Q C�6 Q E---1 E-+ UO o c) Q '0-41 � a o � Q NN ON W F-�-I �1 ED a -i DOM. PROJECT NO:13.003 INDEX TITLE: RP46 SHEET NO: 46 OF 47 DATE: 11/07/14 �/ 2- -1 id► ..�: �. �� Mow, - i �-vws •� - � - - �i j �r���� 1 I fid � r !_�� j�• `r �� rte" ice:, -4 ,FT /I OT��2 \\ L 96 I!3Q FT _ LOT 49-1 Z-9 G> r W20-1 / iN 7- t' r�9F��'�"�+ -� - red �1• - - jfc�StCa 14 \ .i �/ ' ' ! .yam ;.F� =��• Ili `. ��_...�`� it IBM! �-`�.i=��^�f r�� '` ��� �I "�j�w-r:�±.� "�`i��t'•�+1I � i ! � .Iii �\ �` �!�:'-�'��+%�+� �� ►� � '. `I � ' ''��I',�;�' ���`•�� �����1 I tilt :• a � .. l " VA me N — ��`. �_.,.--': _---�•'""'- \c; � E.. ,tel ���.'�I.! ' iY� �w s�� ZZ °!° i o 7, ✓ OLD LYNG'ND� s / CONE TRANSITION \ URC i/ ,/ e , LENGTH = 75' I Id (L c� Ro — —� �i / /, , r BUFFER SPACE CONE TRA LENGTH TYP. SIGN SPACING FLAGGER BUFFER SPACE LENGTH = 360 LENGTH = 350' STATION LENGTH = 360' W20-7 W3-4 SIGN MOUNTING DETAIL (MUTCD FIGURE 6F-1) VEHICLE TRUCK MOUNTED ATTENUATOR GENERAL NOTES 1. TEMPORARY LANE WIDTHS SHALL NOT BE LESS THAN 10 FEET. 2. SINGLETON LN TO REMAIN OPEN THROUGHOUT THE ENTIRETY OF THE PROJECT. 3. WORK OPERATIONS WHICH WILL RESTRICT LANE WIDTHS STALL NOT BE INITIATED UNTIL THE DMW HAS BEEN NOTIFIED OF THE WORK OPERATION AND LOCATION IN ORDER FOR WIDE LOADS TO BE NOTIFIED AT TIE IMPENDING LANE RESTRICTIONS. 4. MEASURES STALL BE TAKEN TO ENSURE ADEQUATE SIGHT DISTANCES DURING CONSTRUCTION OPERATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION EQUIPMENT, MATERIAL STORAGE OR ANY OTHER OBSTACLE WILL NOT BE ALLOWED TO INTERFERE WITH SIGHT DISTANCES AT ENTRANCES FOR THIS PROJECT. 5. EQUIPMENT AND/OR MATERIALS STALL NOT BE STORED WITHIN THE ESTABLISHED CLEAR ZONE OF EITHER LANES. 6. ALL TRAFFIC CONTROL DEVICES AND SIGNS NECESSARY FOR THE MAINTENANCE OF TRAFFIC ARE TO BE INSTALLED, MAINTAINED AND REMOVED BY THE CONTRACTOR. 7. ALL TRAFFIC CONTROL DEVICE LOCATIONS SHALL BE MARKED BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. 8. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2011 EDITION, REVISION 1 — JANUARY 1, 2015 VIRGINIA WORK AREA PROTECTION MANUAL. 9. ALL CONFLICTING PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE PAVEMENT MARKERS SHALL BE COVERED USING CONSTRUCTION PAVEMENT MARKING TYPE E 6. 10. CONTRACTOR TO MAINTAIN TRAFFIC CONTROL IN PLACE DURING CONSTRUCTION SUBJECT TO FINAL REVIEW AND ADJUSTMENT AS NECESSARY BY VDOT. 11. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH MUTCD, LATEST EDITION. 12. OLD LYNCHBURG ROAD IS 21'-22' WIDE PER SURVEY. W20-1 W20-7 STATION 350' W20-1 W20-4 ,35d W20-7 h0 W3-4 � 1 1 11 •11 IN *■ *11 w■ s■ j ■ ■rNon* ■a - a- r= �NNrp O� C p Q 2 c v m} E Amy ' V .0 L •� (n O v v N � •E U c 0 W D h y a� Ac P 5� e MIC F. MYERS No. 33028 �lc. �FS10NAL A � � .t m 0 w Y U w S U co co 5 A o U m z Q W A m p w z o u'3 U13 U13w 0 0 0 O 10 u.i U N WN C/] A U U U U LLI z CQ MJ w W � C) 0 O O C:) w Q O � E•� Lii J ��:D-I �i w w DOM. PROJECT NO:13.003 INDEX TITLE: SHEET NO: 47 QF 47 DATE: 11/07/2014