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WPO201100024 Plan - Stormwater 2012-01-19
FINA ROAD& UTI ITY ROSION. & S DIM NT CONTRO & ST0P%.MWAT R MANAG M NT P ANS G NMO PHASE 2, SECTION S 5 (A COTTAGE SECTION) SITE DATA LEGAL REFERENCE ZONING TMP 94 PARCEL 1 PRD, III ACCORDANCE WITH PROFFERS OF ZMA-90-19, TMP 80 PARCEL 4B ZMA-93-19, ZMA-94-26, ZMA-96-28, ZMA-97-08, ZMA-99-16 AND,ZMA-06-015, APPROVED ON OCTOBER 10. 2007. MAGISTERIAL DISTRICT RESERVOIR WATERSHED SCOTTSVILLE MAGISTERIAL DISTRICT THIS SITE DOES NOT LIE WITHIN SOURCE OF TITLE A RESERVOIR WATERSHED. D.B. 3528 p.` 593 (DEED 6 PLAT) AGRICULTURAL - FORESTAL DISTRICT OWNER THIS SITE'DOES NOT LIE WITHINAN AGRICULTURAL - FORESTAL DISTRICT. GLENMORE ASSOCIATES 'LIMITED PARTNERSHIP SETBACKS P.O. BOX 7623 CHARLOTTESVILLE, VA 22906 SEE "DEVELOPMENT STANDARDS" THIS SHEET (COTTAGE SECTION) PLAN FREPARER ROUDABUSH, GALE .AND ASSOC., INC. SOURCE OF TOPO CONTACT PERSON: NATHAN MORRIS Louisa Aerial Surveys, Inca - P.O. Box 430 BENCHMARK Mineral, Va. 23117 Ph: (540) 967-1499 P.K. NAIL IN 18" SYCAMORE LOCATED AT THE SOUTHEAST CORNER OF THE Date of Photography: 01/27/06 SITE, 80' EAST OF SANITARY MH 1 Date of Compilation: 02/28/06 (SEE SHEET 4). ELEVATION = 310.16 U .S .G .S . DATUM Id NOTES TO APPEAR ON FINAL PLAT 1. THE DEVELOPER RESERVES A 10' UTILITY AND/OR DRAINAGE EASEMENT ALONG ALL FRONT LOT LINES, 10' ALONG ALL REAR LOT LINES AND 3' ALONG ALL SIDE LOT LINES. 2. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS THAT WILL BE REQUIRED BY A.C.S.A. IN ORDER TO ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES.THESE EASEMENTS WILL BE CENTERED ON THE FACILITIES WHEN CONSTRUCTED. APPROXIMATE SANITARY SEWER EASEMENT LOCATIONS ARE SHOWN HEREON. 3. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS. SHOULD ANY STORM LINE OR DRAINAGE STRUCTURE BE BUILT SIGNIFICANTLY DIFFERENT FROM THE PROPOSED ALIGNMENT SHOWN HEREON, THE NEW EASEMENT ALIGNMENT SHALL BE RE -PLATTED. 4. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE. 5. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR VACATE ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY AGREES, REGARDLESS OF THE SALE OF ANY.LOT. 6. THE PRIVATE ROAD RIGHT-OF-WAY AND OPEN SPACE SHALL BE OWNED'AND MAINTAINED. BY THE GLENMORE COMMUNITY ASSOCIATION. 7. OPEN'SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE OR VACATE EASEMENTS WITHIN THE OPEN SPACE. B. ONLY ONE DWELLING UNIT PER LOT. 9. ALL LOTS SHALL BE SERVED BY PUBLIC WATER AND SEWER. 10. SUBJECT PROPERTY APPEARS TO LIE IN FLOOD INSURANCE RATE MAP ZONES X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND ZONE A ( THE i% CHANCE FLOOD ALSO KNOWN AS THE'100-YEAR FLOOD) AS SHOWN ON COMMUNITY. PANEL NUMBERS 510006`0295 D, 510006 0325 D, 510006 0450 D AND 510006 0475 D. EFFECTIVE DATE: FEBRUARY 4, 2005. 11. THE.STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 12. EACH.LOT SHOWN HEREON CONTAINS A BUILDING SITE WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.2.2 (18-520). 13. THE EXTERIOR BOUNDARY IS BASED ON AN ACTUAL FIELD RUN SURVEY PERFORMED BY THIS OFFICE ON OCTOBER 3, 2006. 14. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. 15. UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. 16. INDICATES IRON TO BE SET UNLESS OTHERWISE NOTED. NO IRONS ARE TO BE SET AT THE EASEMENT CORNERS. 17. THE PRIVATE ROAD RIGHT-OF-WAYS SHOWN HEREON ARE HEREBY DEDICATED AS NONEXCLUSIVE WATERLINE AND SANITARY SEWER EASEMENTS TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 18. ZMA-06=15 ALLOWS FOR UP TO 43 SINGLE FAMILY UNITS TO BE PLACED ON THIS PROPERTY IN ADDITION TO THE B13 AUTHORIZED BY ZMA-99-16. SEE SHEET 3A FOR CONSTRUCTION PHASING --t . -AND NOTES . j, _x PRIVATE ROAD NOTE THE ROADS IN THIS DEVELOPMENT ARE TO BE OWNED AND MAINTAINED BY THE GLENMORE COMMUNITY ASSOCIATION AND ARE NOT TO BE ACCEPTED INTO VDOT'S SECONDARY ROAD SYSTEM. DEVELOPMENT STANDARDS FOR THE GLENMORE PRD PER ZMA-2006-015, APPROVED OCTOBER 10, 2007 All current and future development within Glenmore shall conform to the following standards: 1. Setbacks for residential uses shall be: a. Front Yard: Depth of front yard shall be no less than twenty-five (25) feet except, in cottage sections where the front yard may be reduced to ten (10) feet. b. Side Yard Depth of side yard shall be no less than fifteen (15) feet, except in cottage sections where the depth of the side yard shall be no less than three (3) feet. c. Corner Side Yards: Depth of side yards located adjacent to common open space shall be no less than of fifteen (15) feet. The depth of side yards located adjacent to a road right of way shall be no less than of seven and one half (7.5) feet from the edge of right of way. d. Rear Yard: Depth of rear yards shall be no less than twenty (20) feet, except where the rear lot line abuts common open space or the golf coursie where it shall then be no less than ten (10) feet. 2. Residential Lot Guidelines: A m: y at B, R„ OR4)' Apeigt OR g @we 64..gepipeoa DOES NOT APPLY TO THIS SECTION b. Lots shall have a minimum of 50 feet of frontage, except for: i. Cul-de-sac lots where the minimum frontage shall be 35 feet; ,or, ii. Lots that do not front on a road or street shall'be accessed with a private access easement. c. Flag Lots shall be permitted. 3. The maximum building height shall be 35 feet. 4. Open space linkages shall be at least thirty (30) feet wide. 5. No uses shall be permitted except for irrigation purposes which would use any, water or sewer system other than the Albemarle County public water or sewer system unless approved by the Albemarle County Service Authority and Thomas Jefferson Health District. SHEET INDEX ROAD & UTILITY PLAN .SHEET 1-------- COVER SHEET SHEET 2-------- TYPICAL SECTIONS, CONST. NOTES & DETAILS SHEET 3-------- OVERVIEW SHEET SHEET 3A ------ PHASE 1 GRADING & OVERALL PHASING PLAN SHEET 4-------- GRADING & UTILITY PLAN SHEET 5-------- GRADING & UTILITY PLAN SHEET 6-------- FERNDOWN LANE PLAN & PROFILE SHEET 7-------- ROAD 'A' PLAN & PROFILE SHEET 8-------- SANITARY SEWER PROFILES MH'S 1 THRU 111 SHEET 9-------- SANITARY SEWER PROFILES MH'S 12 THRU 23 SHEET 10 ------ STORM PROFILES SHEET 11 ------ OFFSITE STORM & SEWER PLAN & PROFILE. SHEET 12 ------ A.C.S.A. WATER & SEWER DETAILS SHEET 13 ------ STREET SIGN PLAN ! MAS GALE lk, 'No. 1443B 93AA1 'I ' 25B f c'r! \ \: 4 55C 4A :.:v. 57 25C 't�Y ; �z 50 55 25 93A1 �4 49A 26 ®A2 Cps 80-49 80-56B 80-56 ,,. SECTION T-2 94 3 r .: ' 94-BA SECTION S-2 -•.. 6i ; .. F.. V.VR ' N ' ��, S-2 g t rr. 7A SECTION � � c��G a. .y • S-1 s � �' _ •� • ,,,, ;,93A4 93A4-J (;r.:;•. , ,, 78 &L" . , ► , .A Spy,,,;, ,SECTION 10 11 A 'Q17 s+' wu u 59 `', \',, SECTION �w '+ � • xµ ` i e : t J ,,,� �"'Vr.,,,'"�' �� 93A4 G r� y,,•� t 65 93A3&4 9 3 y 66 'e %' afro 93 4'm a 93g4-p2'24 69 5 # `" '73 P' t rnr $ 7877 74 a15 *tw 93A3 d`L. , M d'fKFy 76 79 wsax.n 82 93A3-OG1 >��. „ .� ° 75 ,d'' € r. 93A5-1 4 80 81 p 94-16 83 15 84 93A2-1A 16A sco no t'cao Albemarle Count Tax Map: S�a Y 093A4 o Fen Note: ?VS Map is la dispfeypurposes ordy - and shows pamefa as of aV200s. Glenmore S"Map Book introduction for aditonat details. r by the Albemarle Cali Community Development DepadmI, Date File iA -o 20 ( STREAM BUFFER MITIGATION NOTE: THIS PLAN HAS ONE AREA OF STREAM BUFFER DISTURBANCE WHICH IS SHOWN AT THE BOTTOM OF SHEET 4 ALONG CARROLL CREEK AND IS AN AREA OF NECESSARY STREAM BUFFER DISTURBANCE RELATIVE TO SANITARY SEWER CONSTRUCTION AND IS NOT AN AREA WHICH REQUIRES MITIGATION PER SEC. 17-319 OF THE ALBEMARLE COUNTY CODE. EROSION & SEDIMENT CONTROL & STORMWATER MANAGEMENT PLAN TOTAL S5 AREA 32.568 Ac . AREA IN LOTS - 15.153 Ac . AREA IN R/W - 3.600 Ac, AREA IN OPEN SPACE - 13.815 Ac . 0.000 Ac . SHEET 14-------- E & SC & SWM COVER SHEET GOAD & UTILITY PLAN LEGEND SHEET 15-------- E & SC SOILS & EXIST. CONDITIONS MAP SHEET 16 TRAP & BAS i N DRAINAGE AREAS PROPOSED SANITARY SEWER 20' EASEMENT SHEET 17-------- E & SC PLAN PROPOSED STORM SEWER SHEET 18-------- E & SC PLAN 6 20' EASEMENT w PROPOSED WATERLINE SHEET 19-------- E & SC SEDIMENT TRAP DETAILS •- PROPOSED WATER METER SHEET 20-------- E & SC SEDIMENT BASIN DETAILS PROPOSED SANITARY SEWER - - - LATERAL 6 10' PRIVATE EASEMENT SHEET 21-------- E & SC DETAILS -" `- -- 100' STREAM BUFFER • LIMITS OF FLOODPLAIN SHEET 22-------- SWM DRAINAGE AREAS, EQUESTRIAN /WALKING TRAIL OVERVIEW & DETAILS SHEET 23-------- SWM PLAN BIOFILTER DETAILS 25% SLOPE L PE 0R GREATER R SHEET 24-------- SWM PLAN BIOFILTER DETAILS - - - - - - SETBACK LINE 0:1NMORRISITMPROJ\387-UVENGOOD\GLEN-W PHASED • Ua Q N �4) NO Qr 0cr U o; W � V V LOL OL W cc 1 CM CL ^� CO (D OU_ w LI,I T. Cc 06 9Z 0 � W W 3:O Q. r REVISIONS mil DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION 01 DATE JULY 28, 2CQ ad Z Jg Q� Z �.�� 4 io2z U �' :5J0 � W b UJ rX s odz0 N W4 <2< U - OWE = W o�NW � > Z OO WOW Z Cc Eo® 552 2 I= 0 Ill W0 J 0 FILE NUMBER 387 SHEET 1 / 24 A DETAIL 'A' PIPE OUTLET CONDITIONS A 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED 'HANNEL L a 0 % d FW1 SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN.) 'IPE OUTLET TO WELL ►EFINED CHANNEL u -r. -. SECTION A -A F m 7- FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 RIGHT-OF-WAY AND PAVEMENT RADII AND WIDTHS OUTLET PROTECTION DETAIL La do Outlet Pipe W Diameter PLAN VIEW N.T.S. ado OUTLET PROTECTION CHART * BASED ON PLATE 3.18.4 (MAXIMUM TAILWATER CONDITION) **BASED ON PLATE 3.18.3 (MINIMUM TAILWATER CONDITION) PROVIDE OUTLET PROTECTION PER DETAIL'A' AT 0.0% SLOPE TO THE DIMENSIONS NOTED ABOVE, UNLESS OTHERWISE NOTED. IN AREAS WHERE PIPES OUTFALL ONTO SLOPES THIS MAY BE ACHIEVED BY EITHER EXTENDING THE RIP RAP TO A FLATTER AREA AT THE TOE OF THE SLOPE OR BY GRADING. PIPE OUTFACE ol0 La W d50 d (cfs) (ft) (ft) (inches) (inches) ** 03 18"RCP 8.0 6 7.5 6 12 * 7Q 15"RCP 5.3 6 4 6 12 *�18"RCP @ POND 10.8 6 4 6 12 LOT LINE 10/11-S3 * A 15"RCP 0.9 2 1.5 6 8 �* � 30"RCP 23.1 14 16.5 6 12 TRAFFIC GENERATION AND DISTRIBUTION SUMMARY FERNDOWN LANE PROJECTED ADT = 390 (BASED ON 39 LOTS @ 10 VEHICULAR TRIPS PEA DAY) ROAD ' A ' PROJECTED ADT = 110 (BASED ON 11 LOTS @ 10 VEHICULAR TRIPS PER DAY) PAVEMENT SPECIFICATIONS FERNDOWN LANE 20 M.P.H. DESIGN SPEED SUBBASE B" AGGREGATE (21 A) SURFACE 2" SM-9.5 ROAD 'A' 20 M.P.H. DESIGN SPEED SUBBASE 6" AGGREGATE (21 A) SURFACE 2" SM-9.5 WALKING PATH SUBBASE 4" AGGREGATE (21 A) SURFACE 2" SM-9.5 EQUESTRIAN/WALKING TRAIL EQUESTRIAN/WALKING TRAILS SHALL BE CONSTRUCTED TO THE "PRIMA TIVE TRAIL" STANDARD AS SHOWN IN THE D.S.M. PLAN NOTES * IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. * IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL UTILITIES. * UTILITIES AND/OR EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. * THE TOPOGRAPHY SHOWN HEREON IS ACCURATE TO 1/2 THE CONTOUR INTERVAL. TOPOGRAPHY IN WOODED AREAS MAY NOT CONFORM. UNDERGROUND UTILITY CONSTRUCTION Underground utility lines shall be installed in accordance with the following standards, in addition to other applicable criteria: A. No more than 500 linear feet of trench may be opened at one time. B. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. D. Maternal used for backfilling trenches shall be properly compacted in order to minimize erosion and to promote stabilization. E. Restabilization shall be accomplished in accordance with these regulations F. Applicable safety regulations shall be complied with. DIVERSION DITCH TYPICAL SECTION MI4INTENANCE NOTE: BEFORE FINAL STABILIZATION, THE DIVERSION SHOULD BE INSPECTED AFTER EVERY RAINFALL AND AT LEAST ONCE EVERY TWO WEEKS. SEDIMENT SHALL BE REMOVED FROM THE CHANNEL AND REPAIRS MADE AS NECESSARY. SEEDED AREAS WHICH FAIL TO ESTABLISH A VEGETATIVE COVER SHALL BE RESEEDED AS NECESSARY WITH THE HELP OF EC-2 MATTTING. TYPICAL SECTIONS FERNDOWN LANE &ROAD 'A' CUT SECTION WITH � FILL SECTION WITH RI/W 5' PEDESTRIAN PATH 5' PEDESTRIAN PATH R/W 6 0' i i I 30' 1 PATH .4.5' 4.5' 4' S,eI,x � �2 30' 1 B' 9' 9' 15' 4' 1 1/4" 1 SEE PLAN SHEETS FOR PATH LOCATIONS. i 5 I PATH i ' 2 : ! SLOPE NOTE ' 2 :1 SLOPES MAY BE USED AS SHOWN ON SHEETS 4 6 5 ALONG FERNDOWN LANE IN FROMVT OF LOTS 29 THRU 32. IF USED 2 :1 SLOPES SHALL BE LANDSCAPED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. R/W CUT/FILL SECTIONS WITH NO PATHS 30' 1 8' 4.5 ' 4.5 ' 4 9 9 4 ' %•3�:'�•,'.�f.#'r';£5.1;'v:'t•�.2J;va�i'.e,�c+,d.i..�•w�.�;'�:;d.Lf:�:isivr"t�.��:::�.£is•�:�.[#:�::3.3.�•i�d.tk;::iEbi:i.f[v:i.£a••e`3.3:•::3.}3.•i1sf[:;::f.I.bi:eS.F:v:ii3i:�e.t£:�::if '�"�""''''�'•``'' `"�``''^""`"�`' *INCREASE SHOULDER WITH 3' WITH GUARDRAIL NOTE: GUARDRAIL LOCATIONS WILL BE DETERMINED BY INSPECTION WHILE ROAD GRADING TAKES PLACE. 30' 37 GENERAL WATER AND SEWER CONDITIONS 1. Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevation shown in National Geodetic Survey. 5. The contractor shall be resposible for notifing "Miss Utiltity" (1-800-552-7001). 6. All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe, This includes all fire hydrant lines, service laterals and waterlines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. SEE SHEET 12 FOR A.C.S.A. WATER &SEWER DETAILS F ALBEMARLE COUNTY FINAL PLAN NOTES GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT) This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VOOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2: 1 (horizontal: vertical) . Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manuel for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must compply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9 (A, B or C) . 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera I�AL1rI of inspection procedure and with a VDOT or County inspector present. o� Gf� IDL U ALE A. J. THOhiAS G 4 4. Lic. No. 1443B 4 r REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR. 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE DULY 28, 2008 ILE NUMBER oe ®:\NMORRIS\TMPROJ\387-LIVENGOOD\GLEN-UV PHASED SHEET 2/24 n Ua w � 0 n u N (_ Z Z64 0� �� ui N 0 Q= 4 Qr (Dx u p ftW >p 0 Z ov wLL w Q+ Q V Q r w C N Lo � 9 0c N >o 0 Ili co � 2 w co cc 0> �0 W acc Orn a� �4 Q � (� w CLLu = a 04 REVISIONS DEC. 18, 2008 PER COUNTY ENGINEERING 6 A.C.S.A. COMMENTS MAR, 22, 2011 ADD CONSTRUCTION PHASING INFORMATION DATE JULY 28, 2008 SCALE 111 = 100' CONTOUR INTERVAL 2 FEET ZZ 0 I— p� Lu Q W z W fj)T U) cy z W� U� 0 Q Q w cc < > LPL. w W� � m 0J > Q mZ 0 ZrL 1 w s !R a V FILE NUMBER 387 SHEET 3/24 , 7T LEMAN 9, B. 544 0�-426 D. 455 - — -- — -- — - — --- fh a 7 ff 9.m 15 14 13 10 9 Sk ON 5 — ------ =�� 0 N 4 x ------------------ SECTION S3 GLEANORE X ORIG. SEC Lo 4 m 79-26 DONAL-D"RIGGIN �O.B. 1031 Ja :,PQ9 < < < < K < < < < < 4ZZ < < < < AREARESERVED ;FOR ~'6 EMERGENCY AC IYD fU TUPE PDA A <5 < < < < <\ --LOT,20 X /< < . . ....... . *6T 21 . ......... .. . ........... LO\T LOT.,,22 t0t 16, h...... Lu Ik k, 24 T 40 Lu — — — — — - L4 77 T 3 T 26 zIr LQT A 8 T 27 \7 Ile LCT 37 LO le ✓ X/ 6� LO� %16 7 --Loy 8 101�35 3p X NkILANM AlN,VNO LqT 3 X., 7`7, LOT 33 � OT �2 LOT. -2 T WETLA EA A min REMAIN UNDI ,Nn UR 7 X LOT-1— J` 00, Xmr; rUAKr, WAks" qr7 0, P -)AEr ky itIND 1��rUWLH ILES DM 22 (plat) YEAR JPCA'TN- ARfA Tp .JANDS� IN mbis1�URB�u 1 00' STREAM BUFFER an N > TM 94-6 LUP0S-.L±0---- % , CONSTRUCTION PHASING NOTES: EROSION CONTROL G STORMWA TER MANAGEMENT EROSION CONTROL AND STOPMWATEP MANAGEMENT MEASURES FOR THE ENTIRE SITE ARE TO BE INCLUDED IN PHASE 1. THE TIMING OF THE CONSTRUCTION OF THE BASINS AND TRAPS IS OUTLINED BELOW, HOWEVER THE EROSION CONTROL OFFICER HAS THE FINAL AUTHORITY TO DETERMINE THE TIMING FOR ALL EROSION CONTROL AND STORMWATEP MANAGEMENT MEASURES. PRIOR TO THE BEGINNING OF CONSTRUCTION ON PHASES 2, 3, AND 4, EXISTING EROSION CONTROL AND SWM MEASURES ARE TO BE INSPECTED WITH THE EROSION CONTROL OFFICER. ANY REQUIRED MAINTENANCE, REPAIRS OR MODIFICATIONS ARE TO BE COMPLETED PRIOR TO BEGINNING ANY NEW EARTH DISTURBING ACTIVITY. PHASE 1 WILL CONSIST OF THE CONSTRUCTION OF THE UTILITIES AND GRADING REQUIRED TO BRING LOTS 1, 2, AND 33 THRU 43 ONLINE. SURPLUS DIRT REMOVED FROM LOTS 33 THRU 43 WILL BE PLACED ON LOTS 2 THRU 8 AS SHOWN ON THIS SHEET. FERNDOWN LANE AND ROAD 'A' WILL NOT BE BUILT AS PART OF PHASE 1. SILT TRAPS (ST) 1, 4, 5, AND SEDIMENT BASIN (SB) I WILL BE CONSTRUCTED AS PART OF PHASE 1. ROAD, WATER, SANITARY SEWER, AND STORM SEWER ITEMS TO BE INCLUDED IN PHASE 1 ARE IDENTIFIED ON THE PLAN AND PROFILE SHEETS. PHASE 2 WILL CONSIST OF THE CONSTRUCTION OF THE UTILITIES AND FINAL GRADING REQUIRED TO BRING LOTS 3 THRU 8 AND LOTS 29 THRU 32 ON LINE. FERNDOWN LANE WILL BE CONSTRUCTED TO THE FIRST INTERSECTION WITH ROAD 'A'. THIS INTERSECTION WILL BE USED AS A TEMPORARY TURN -A -ROUND. ST-1 AND SB-1 WHICH WERE CONSTRUCTED WITH PHASE 1, SHALL BE CONVERTED TO PERMANENT BIOFILTERS UPON STABALIZATION OF PHASE 2 AND WITH THE PERMISSION OF THE EROSION CONTROL OFFICIAL. ROAD, WATER, SANITARY SEWER, AND STORM SEWER ITEMS TO BE INCLUDED IN PHASE 2 ARE IDENTIFIED ON THE PLAN AND PROFILE SHEETS. PHASE 3 WILL CONSIST OF THE CONSTRUCTION OF THE UTILITIES AND GRADING REQUIRED TO BRING LOTS 20 THRU 28 ON LINE. SURPLUS DIRT REMOVED FROM LOTS 24 THRU 28 WILL BE USED FOR FILL MATERIAL ON LOT 9 AND THE CULVERT CROSSING ADJACENT TO LOT 9. FERNDOWN LANE WILL BE CONSTRUCTED FROM THE FIRST INTERSECTION WITH ROAD 'A'. TO THE C.D.S.. SILT TRAPS (ST) 2 AND 6 WILL BE CONSTRUCTED AS PART OF PHASE 3. ROAD, WATER, SANITARY SEWER, AND STORM SEWER ITEMS TO BE INCLUDED IN PHASE 3APE IDENTIFIED ON THE PLAN AND PROFILE SHEETS. PHASE 4 WILL CONSIST OF THE CONSTRUCTION OF THE UTILITIES AND GRADING REQUIRED TO BRING LOTS 9 THRU 19 ON LINE. ALL OF ROAD 'A* WILL BE CONSTRUCTED. SILT TRAP (ST) 3 WILL BE CONSTPUCTEDAS PART OF PHASE 4. ST-2. CONSTRUCTED WITH PHASE 3. AND ST 3 SHALL BE CONVERTED TO PERMANENT BIOFIL TERS UPON STABALIZATION OF PHASE 4AND WITH THE PERMISSION OF THE EROSION CONTROL OFFICIAL. ROAD, WATER, SANITARY SEWER, AND STORM SEWER ITEMS TO BE INCLUDED IN PHASE 4 ARE IDENTIFIED ON THE PLAN AND PROFILE SHEETS. GENERAL PHASING NOTES PEDESTRIAN PATHS AND EQUESTRIAN/WALKING TRAILS FOR EACH PHASE SHALL BE CONSTRUCTED TO THE NEXT PHASE LINE. PHASE 1 GRADING OVERALL PHASING 111, - A m ITQ] SCALE I" = 100' ioo 50 0 too 200 SCALE IN FEET TMPI-`G�✓ x MARY-C EMA N --P-426.- D. B. 544 TMP 79-26 D. B. 1-39,_D.�455 6NALD'-RIGGIN B 1031 p�,�pqx.. % 11M < < < < < < < AREA ---RESERVED .FOR 1110 EMERGtNCY ACCL�,S -AND ND EUFUW. ROAD WArcPL*E CONNECTION GL S p R,TNEP P, .",COT /* ..(PL T.) --�4 ........ Tw, 667 HAN 4T 21 . ....... _p ......... . . ............ .. 15 '� � ! I r S ; � , •'\ :�,.-'�=i::::. , _`2�•: �;�a:,���� „oomvwymvm.'n' _-'°°"°°'.' i t � } 3 . 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