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SDP201700016 Plan - Approved Final Site Plan and Comps. 2017-05-18
I N a A K J G a E PROJECT NARRATIVE THE DEVELOPER IS PROPOSING THE CONSTRUCTION OF FOUR RESIDENTIAL BUILDINGS & A COMMUNITY CENTER WITH PRIVATE UTILITIES AND ASSOCIATED PARKING. NECESSARY GRADING, EROSION CONTROL, & SWM WILL BE PERFORMED. ALBEMARLE COUNTY GENERAL 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 VIRGINIAS 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 VDOT UNLESS OTHERWISE NOTED. 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 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 MANUAL 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 COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). D RES ONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FORTHE PURPOSES OF PLAN APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. C I UTILITY PROVIDERS 1. WATER: ALBEMARLE COUNTY SERVICE AUTHORITY C2 168 SPOTNAP ROAD C14 CHARLOTTESVILLE, VA 22911 C3 PHONE: 434-977-4511 2. SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY C4 168 SPOTNAP ROAD C16 CHARLOTTESVILLE, VA 22911 C5 PHONE: 434-977-4511 3. POWER: DOMINION POWER GS 2 TECHNOLOGY DRIVE C18 STAUNTON, VA 24401 -G7 PHONE: 866-366-4357 TIMBERLAND PARK 1 OLD LYNCHBURG ROAD SDP2017-16 SUBMITTAL SCOTTSVILLE DISTRICT ALBEMARLE COUNTY SHEET INDEX C1 COVER C13 WATERLINE PROFILES C2 EX. CONDITIONS PLAIN C14 SANITARY PROFILES C3 LAYOUT PLAN C15 SITE DETAILS C4 UTILITY PLAN C16 SITE DETAILS Il & VDOT NOTES C5 GRADING PLAN C17 VDOT DETAILS GS I ^ E ' PLAN EGG PHASE C18 VDOT TRAFFIC MANAGEMENT PLAN -G7 EG`: P` : G 11 PLAN C19 ACSA DETAILS G8 EGG NE)TES C20 SITE LANDSCAPE PLAN G9 EGGnETA11=8 C21 LANDSCAPE NOTES & DETAILS C10 SWM PROFILES & DETAILS C22 LIGHTING PLAN C11 STORM PROFILES I C23 LIGHTING DETAILS I C12 STORM PROFILES II C24 LIGHTING DETAILS li OVERHEAD CABLE PROP. LEGEND FENCE - - EX. INTRMDT. CONTOUR _......... EX. INDEX CONTOUR INDEX CONTOUR EX. SPOT ELEVATION EXISTING EX. WATER LINE SPOT ELEVATION EX. SANITARY SEWER -KmEx EX. STORM PIPE - -- EX. EDGE OF PAVEMENT »» :, EX. BUILDING SOUTH BOUND LANE EX. POWER POLE FG EX. SANITARY SEWER MANHOLE BUILDING EX. STORM SEWER MANHOLE PROP. CONCRETE SECT (�c) CLEANOUT BUILDING EX. LIGHT POLE ___. .......... £; ......._.. ___. EX. UNDERGRN D POWER LINE BENCHMARK EX. GAS LINE PROP. EX. OVERHEAD CABLE PROP. EX. FENCE „ EX. TREE LINE ABBREVIATIONS AHFH PROP. INTRMDT. CONTOUR ENDWALL 600� PROP. INDEX CONTOUR 13.55 EXIST EXISTING -j,-�13.05 PROP. SPOT ELEVATION 8" WL PROP. WATER LINE 8" SAN PROP. SANITARY SEWER ASPHALT PROP. STORM PIPE SBL SOUTH BOUND LANE PROP. EDGE OF PAVEMENT FG FINISH GRADE PROP. BUILDING BIT BITUMINOUS PROP. CONCRETE SECT PROP. ASPHALT PAVEMENT BUILDING (STANDARD/HEAVY DUTY) GRADE BREAK STATION PROP. GRAVEL BLK BENCHMARK HOA G PROP. GAS LINE UGP PROP. UNDERGRND POWER LINE X PROP. FENCE - - SITE PROPERTY LINE HSD ADJOINING PROPERTY LINE ABBREVIATIONS AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD ,. FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY ASPH ASPHALT FF FINISHED FLOOR SBL SOUTH BOUND LANE BC BOTTOM OF CURB FG FINISH GRADE SD STORM DRAIN BIT BITUMINOUS GBE GRADE BREAK ELEVATION SECT SECTION BLDG BUILDING GBS GRADE BREAK STATION SE SLOPE EASEMENT BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER BM BENCHMARK HPT HIGH POINT SSD STOPPING SIGHT DISTANCE BVCE BEGIN VERT. CURVE ELEV,. HSD HEADLIGHT SIGHT DISTANCE SSE SANITARY SEWER EASEMENT BVCS BEGIN VERT. CURVE STA. INTX INTERSECTION STA STATION BW BOTTOM OF WALL INV INVERT STD STANDARD CB CINDER BLOCK IP IRON PIN STO STORAGE C&G CURB & GUTTER LT LEFT SYS SIDE YARD SETBACK CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBD TO BE DETERMINED CONC CONCRETE MH MANHOLE TBM TEMPORARY BENCHMARK COR CORNER MIN MINIMUM TBR TO BE REMOVED DBL DOUBLE MBL MINIMUM BUILDING LINE TC TOP OF CURB DEFL DEFLECTION MON MONUMENT TEL TELEPHONE DI DROP INLET NBL NORTH BOUND LANE TRANS TRANSFORMER DIA DIAMETER PROP PROPOSED TW TOP OF WALL DE DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT T'P TYPICAL ELEC ELECTRIC PVMT PAVEMENT VDOT VIRGINIA DEPARTMENT OF ELEV ELEVATION R RADIUS TRANSPORTATION ENTR ENTRANCE RT RIGHT VERT VERTICAL EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY WBL WEST BOUND LANE EVCE END VERT. CURVE ELEV. REQD REQUIRED YD YARD SVCS END VERT. CURVE STA. RR RAILROAD APPROVALS OWNER: TIMBERLAND PARK VA LLC. Department 09-26-2016 Date Department of Community ent,_, ,. Planner/Zoningr 12-09-2016 Engineer°c�' ISP SJ/9/17 Inspections ARB r- #1 - Department of Fire Rescue-;r,'frh r, ,9 5 Albemarle County Service Authority�� B 05-04-2017 , (- Virginia Department of Transportatio , /;q, ,,-.- ,,cjti�v GENERAL NOTES SITE ADDRESS: TIMBERLAND LANE CHARLOTTESVILLE, VA 22903 1. OWNER: TIMBERLAND PARK VA LLC. 09-26-2016 2021 CROSS BEAM DRIVE ARB CHARLOTTE, NC 28217 12-09-2016 PHONE: 704-357-6000 ISP #1 EMAIL: JENSURBER@SURBERDEV.COM CONTACT: JEN SURBER #1 03-14-2017 AGENT: BALZER & ASSOCIATES, INC SDP 1561 COMMERCE ROAD B 05-04-2017 SUITE 401 VERONA, VA 24482 PHONE: 540-248-3220 EMAIL: DODONOHUE@BALZER.CC CONTACT: KENT O'DONOHUE, LA 2. PARCEL INFORMATION PARCEL ID: 07600-00-00-046BO DB 4768, PG 129 ZONING/OVERLAYS: R15 RESIDENTIAL + ENTRANCE CORRIDOR OVERLAY + AIRPORT IMPACT AREA + CHARLOTTESVILLE-ALBEMARLE MPO BOUNDARY + DAM BREAK INUNDATION ZONE -STATE + MONTICELLO VIEWSHED CURRENT USE: VACANT PROPOSED USE: MULTI -FAMILY RESIDENTIAL ADJACENT LAND USE(S): MULTI -FAMILY RESIDENTIAL SITE AREA:: 7.757 ACRES DISTURBED AREA: 5.50 ACRES EXISTING IMPERVIOUS AREA = 0.00 ACRES (0%) PROPOSED IMPERVIOUS AREA = 2.50 ACRES (32%) PROPOSED PARKING/DRIVE AISLE AREAS = 57,678 SQ. FT. PROPOSED OPEN SPACE = 2.76 ACRES (36%) LANDSCAPE PLAN IS REQUIRED 3. NON -INFILL SETBACKS: FRONT = 5' MIN. & NO MAX. SIDE = ANY BUILDING THAT EXCEEDS 35 FEET IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10 FEET PLUS ONE FOOT FOR EACH FOOT THE BUILDING EXCEEDS 35 FEET IN HEIGHT. REAR = 20' MIN. & NONE MAX. 4. RECREATIONAL AREA REQUIRED: 200 SF /' UNIT: 80 UNITS X 200 SF = 16,000 SF RECREATIONAL AREA PROVIDED: 4,000 SF OF TOT LOTS + 12,000 SF OF PASSIVE RECREATION AREA = 16,000 SF TOTAL REC. AREA 5. GROSS RESIDENTIAL DENSITY: BUILDING (UNITS = 24 TOTAL 2 BEDROOM UNITS & 56 TOTAL 3 BEDROOM UNITS = 80 TOTAL UNITS 80 UNITS / 7.757 ACRES = 10.31 DWELLING UNITS PER ACRE 6. BUILDING FOOTPRINT = BUILDING #1 = 2,016 SQ. FT. COMMUNITY CENTER (1 -STORY) BUILDING #2&3 = 25,011 SQ. FT. RESIDENTIAL (3 -STORY) BUILDING #4 = 26,889 SQ. FT. RESIDENTIAL (3 -STORY) BUILDING #5 = 9,032 SQ. FT. RESIDENTIAL (2 -STORY) BUILDING (CONSTRUCTION = TYPE V-A (CLASS 1) BUILDING IUSE = GROUP R-2 (C-2 OCCUPANCY) FIREWALL = EACH UNIT IS SEP. BY A 1 -HR RATED FIRE PARTITION WALL TO ADJ. UNITS AND STAIRWELLS (REDUCES BUILDING TO 1,030 SQ. FT.) BUILDING HEIGHT = 41 FT. MAX TO TOP RIDGE FOR RESIDENTIAL & 23 FT. MAX FOR COMMUNITY CENTER APARTMENTS ARE SPRINKLED, COMMUNITY CENTER IS NOT SPRINKLED REQUIRED FIRE FLOW = 1,500 GPM PROVIDED FIRE FLOW = 1,500 GPM @ 50 PSI (BASED ON ACSA FIRE FLOW & PROPOSED SYSTEM MODEL) 7. PARKING REQ'D: 2 SPACES PER 2+ BEDROOM UNIT = 80 2+ BR UNITS = 160 SPACES PARKING PROVIDED: 160 SPACES (INCL. 19 ACCESSIBLE SPACES) 8. STORMWATER MANAGEMENT: REFER TO WP0201700005 PLANS WATER QUANTITY: BIORETENTION ON SITE & DETENTION ALONG OLD LYNCHBURG ROAD WATER QUALITY: BIORETENTION ON SITE 9. WATER: PUBLIC SEWER: PUBLIC 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER OBSTRUCTIIONS OR FROM ANY DELAY DUE TO THE REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS UTILITY" Of CENTRAL VA TOLL FREE 811. 11. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CAN, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 12. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 13. SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR, 14. PROPERTY IS LOCATED IN FEMA DEFINED ZONE Y. COMMUNITY PANEL NO: 51003 C 0269 D - EFFECTIVE DATE: FEB. 4, 2005. 15. SOURCE OF SURVEY & TOPOGRAPHY: FIELD SURVEY PERFORMED BY BALZER & ASSOCIATES, INC., AUGUST 15, 2016 TO AUGUST 19, 2016 & COMPILED AUGUST 23, 2016. HORIZONTAL REFERENCE IS NAD83 VERTICAL REFERENCE IS NAVD88 0 lv Z AND ASSOCIATES INC REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K 'T H 0 1D. Kent O'Donohue, Jr.�` e Lie. No. 0406001683 &,, SG,4 PE A R C� C ry t.1.I O C) E. IJ DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 CI SCALE AS SHOWN REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP #2 B 05-04-2017 SHEET NO. A C1 of 24 -1 JOB N0. 34160034 IN I M 50 0 50 100 150 SCALE: 1 " = 50' LEGEND: \ ' j PRESERVED STEEP SLOPES OVERLAY COUNTY RECORDED MANAGED STEEP SLOPES OVERLAY COUNTY RECORDED + + STATE DAM BREAK + + INUNDATION ZONE SITE SOILS TABLE HYDROLOGIC SOIL TYPE SOIL NAME SOIL GROUP 21C CULPEPER FINE SANDY LOAM, B 7 TO 15 PERCENT SLOPES 34B GLENELG LOAM, 2 TO 7 B PERCENT SLOPES 34D GLENELG LOAM, 15 TO 25 B PERCENT SLOPES 39D HAZEL LOAM, 15 TO 25 B PERCENT SLOPES 95 WEHADKEE SILT LOAM B/D SOILS NOTE: SEE SOILS REPORT FOR DETAILED SOILS INFORMATION. 0 ' IWIVA-us REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS I -ill ri I REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 P `-'D Kent O'Donohue. Jr.�' r, Lie. No. 0406001683 &, 05-04-2017 �41'E AR 1 ii U > U) } W J O U) W I— ry 0 <t U � U) W 00 d SCALE 1 "=30' REVISIONS: DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 ISP #1 SCALE 1 "=30' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 05-04-2017 SHEET NO. C3 of 24 JOB NO. 34160034 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1661 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 D.Ken t O'.Donohue, Jr.�' C,, Lie. No. 0406001683 &,, 17 04-04-2017 ( ' DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE 1 "=30' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 05-04-2017 SHEET NO. JOB NO. 34160034 IN G A A ❑/ C DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF� CLEARING AND GRADING PROPOSED GRADING 21 J HI REFLECTING TOMORROW www,balzer,cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & CONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 �,1H 0 F_ D. Kent O'Donohue, Jr?- .. l ic. No. 0406001683 `F� 04-04-2017' � J' E A 'R O� -Or'o v IS LESS THAN 5. •,r• • CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 3.38 TREE PRESERVATION & PROTECTION T P GRADED DITCH TO CONVEY WATER TO YARD INLETS AND AWAY FROM BUILDINGS SCALE: 1 " = 30' L1_ 27 S I% .. / ., + ;.. :..,. t J iy �u - ..__, .. ; f � .__ � 443.1:0 � I � ,, _ � 33.0 ;.: v' „ 5 446.1:5 /, , 447,.3 441.$0 �Dj 446.5 \ o,:,.a + h 4,4.8 _ . I 1i� 7. ?! 5 65 44.0 3 . _ L 4 3.3 43,5.45 \ 3 35._ , Y 4..46.85,,4_ _• +� 4 4 44 ,45 442.20 441.40 „ i 434.3.3 ... __L._....__ _ 1 --I- C D 446.08 1 ) K0 _� ���—Q-4-% %moi d; � ., ,, �, T•., ..,, .-. Or 44�_gti, 44� 95 \�1 ' T- a�1 �n aan Qn � t. ,.; _ ..ti,__.-�_-,�L..� ,, �A34..95 e�z��� � 1 ,, r ! � d- �. {.III DF�AWN BY DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE 1 "=30' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 0-1-04-2017 WPO #1 03-14-2017 SDP/WPO #2 05-04-2017 SHEET NO. C5 of 24 JOB NO. 34160034 W X A a J W I a E 0 C C` INTENANCE SCHEDULE FOR BIORETENTION Description Method Frequency Time of Year SOIL TO SIDES AND FASTENED TO •85% TO 88% SAND; MANHOLE WALL WITH EPDXIED Inspect and repair erosion Visually Monthly monthly ORGANIC LAYER MIX IN TOPSOIL THAT WILL LIKELY CONTAIN ANYWHERE FROM 30% TO 50% SOIL FINES (SANDY LOAM, LOAMY SAND) TO ACHIEVE THE DESIRED RATION OF SAND AND FINES. AN ADDITIONAL 3% TO 5% ORGANIC Remulch any void areas By hand Whenever needed Whenever needed Remove previous mulch By hand Once every two spring before applying new layer •P -INDEX RANGE OF 10-30 OR BETWEEN 7 AND 21 MG/KG to three years • CECs EXCEEDING 10 Any additional mulch By hand Once a year spring added (optional) PURPOSES. IF CERTIFICATION IS NOT PROVIDED THEN CONTR. WILL BE RESPONSIBLE FOR HAVING THE MEDIA TESTED AND CONFIRMED THAT IT MEETS THE ABOVE REQUIREMENTS. THE RESULTS OF THIS PLANTS MUST BE PROVIDED TO THE DESIGN PE/LA. Area �S BEEN See planting U R I N G Elevation Removal and replacement specifications of the PLANTS Mar. 15 to of all dead and diseased Virginia Stormwater Twice a year Apr. 30 and vegetation considered Management ACS Oct. 1 to Nov. beyond treatment Handbook, Section �' clet�tion coirsii.le-red 30 D 3.11 Suite 401 F G H I Varies, Treat all diseased trees and Mechanical or by hand N/A depends on insect or shrubs 36" 40" disease 428.67 434.010 434.50 infestation Watering of plant material 435.30 4' 436.00 shall take place at the end 7 Immediately 2.32 of each day for fourteen By hand after N/A consecutive days after 421.00 completion of 424.83 planting has been 424.84 project 4' completed 425.33 12 * Including 3" Top Mulch Layer or SOD Layer ** #57 Stone including 4" #8 Choker Layer E Only remove Replace stakes after one By hand Once a year stakes in year spring Replace any deficient By hand N/A Whenever stakes or wires needed Check for accumulated By hand Monthly monthly sediments I I 1. Inspect bi-annually and after each storm event the contributing drainage areas, Bioretention facility, inlets, outlets, underdrains, overflows and cleanouts for debris, sediment, proper drainage and damages. Clean and dispose of all debris, trash and sediment properly. Should structural damages be encountered contact design engineer for replacement information and notify the County of Augusta Engineer of the damages and proposed repair procedures. 2. The observation well shall be checked quarterly and after each large storm event. A log book shall be maintained showing the depth of water in the well during each inspection in order to detennine the rate at which the facility dewaters after runoff producing storm events. Once the performance characteristics of the structure have been verified, the monitoring schedule can be reduced to an annual basis, unless the performance data suggests that a more frequent schedule is required. At the end of the first year the Landowner shall provide a copy of the log book and the revised monitoring schedule to the county engineering department to be reviewed by the Erosion and Sediment control inspector. The inspector will approve the revised monitoring schedule or require further inspections that shall be carried out by the Landowner. 3. Inspect plant material bi-annually. Address any problems found due to disease or insect infestations. Diseased plants must be treated by a qualified professional. Replace any dead plant material and prune as necessary. Consult a landscape architect or horticulturist for specific pruning measures. All replacement plants shall meet original design specifications. New plants shall be watered everyday for the first 14 days after planting. 4. Conduct organic layer and soil tests twice a year to maintain proper pH. An application of alkaline, such as limestone, shall be applied as needed per test results. 5. The soil mix shall be tested annually to check for the presence of toxins and heavy, metals. If levels are high and the plant biologic functions are impaired (dwarfed growth and mortality) the contaminated soil and any dead plants shall be removed and replaced. All removed material shalt be disposed of properly. In some cases, the removal and disposal of the entire soil base as well as the plant material may be required. Replacement soil mix and plants shall meet original design specifications. 6. Inspect mulch layer for voids and to ensure specified thickness. Replacement of mulch layer is required every two to three years. Mulch shall be replaced in spring. The previous layer shaill be removed first. 7. When sand or other street abrasives are used on areas draining to bioretention basin during snow and icing conditions the pavement shall be power/vacuum swept as soon as freezing weather abates to prevent damage to the basins. 8. Inspect bi-annually all inlets structures, manholes, storm pipes, cleanouts and roof drains for proper drainage and structural integrity. Should damages be encountered contact design engineer for replacement information and notify County Engineering department of damages aind repair procedures. 9. Inspect bi-annually all inlets structures, manholes, storm pipes, cleanouts and roof' drains for debris and sediment. Clean and dispose of all debris, trash and sediment properly. DAYLIGHT AT EXISTING GRADE (SEE PLAN) 1 n_VQ I= I F-\/ATlnNl /r'\ BIORETENTION MEDIA REQUIREMENTS GENERAL FILTER MEDIA COMPOSITION (SPECIFICATION NO. 9, SECTION 6.6): THE RECOMMENDED BIORETENTION SOIL MIXTURE IS GENERALLY CLASSIFIED AS LOAMY SAND ON THE USDA TEXTURE TRIANGLE, WITH THE FOLLOWING COMPOSITION: TO SIDES AND FASTENED TO •85% TO 88% SAND; MANHOLE WALL WITH EPDXIED •8% TO 12% SOIL FINES; AND %" 0 STAINLESS STEEL +3% TO 5% ORGANIC MATTER ANCHORS EVERY 6". IT MAY BE ADVISABLE TO START WITH AN OPEN -GRADED COARSE SAND MATERIAL AND PROPORTIONATELY MIX IN TOPSOIL THAT WILL LIKELY CONTAIN ANYWHERE FROM 30% TO 50% SOIL FINES (SANDY LOAM, LOAMY SAND) TO ACHIEVE THE DESIRED RATION OF SAND AND FINES. AN ADDITIONAL 3% TO 5% ORGANIC MATTER CAN THEN BE ADDED. (THE EXACT COMPOSITION OF ORGANIC MATTER AND TOPSOIL MATERIAL WILL VARY, MAKING PARTICLE SIZE DISTRIBUTION AND RECIPE FOR THE TOTAL SOIL MEDIA MIXTURE DIFFICULT TO DEFINE IN ADVANCE OF EVALUATING THE AVAILABLE MATERIAL.) Media` FILTER MEDIA TESTING of Stone •P -INDEX RANGE OF 10-30 OR BETWEEN 7 AND 21 MG/KG Surface • CECs EXCEEDING 10 Weir • MEDIA MUST BE PROCURED FROM APPROVED FILTER MEDIA VENDOR. Elev. • CERTIFICATION FROM MEDIA VENDOR MUST BE PROVIDED TO DESIGN PE/LA FOR SWM CERTIFICATION Berm PURPOSES. IF CERTIFICATION IS NOT PROVIDED THEN CONTR. WILL BE RESPONSIBLE FOR HAVING THE MEDIA TESTED AND CONFIRMED THAT IT MEETS THE ABOVE REQUIREMENTS. THE RESULTS OF THIS TESTING MUST BE PROVIDED TO THE DESIGN PE/LA. Area STR #16, 60" MH -1 TOP= 416.39 HT= 6.33' I I I I i I I I I I I I I I I I I I I MANIFOLD FOR SECOND 36" DET. PIPE I I I I ( I E #17 STR #15 N-12 HDPE 1 1 36" N-12 HDPE (2) 68 LF @ 0.48% SLOPE \ / 128.54 LF @ 0.20% SLOPE *INV= 410.06 DETENTION PIPE & WEIR PLATE DETAIL N.T.S. STR #14, 60" MH -1 6"X6" NOTCH 4 1 2. 1' (u 3. I r RS 1 1 2-1''R STORM' 41 1 .58' @� 1.06 C' S I I MANIFOLD FOR SECOND -/ 1 36" DET. PIPE *INV= 409.81 5" ORIFICE INV= 409.81 TOP= 414.68 HT= 4.87' TOP OF WEIR= 411.81 1 00-`r R= 41 2.45 STR #13 l 18" N-12 HDPE 6.96 LF @ 0.86% SLOPE INV= 409.81 TO STR. #13OUT INV= 409.75 *NOTE: CONTR. TO ENSURE WATER TIGHT CONNECTION WITHIN DETENTION FACILITY. BIORETENTION DETAIL N.T.S. BIO -RETENTION SCHEDULE Landscape Plants Y2" STEEL PLATE 48" WIDE I WITH 2" ANGLE IRON WELDED I TO SIDES AND FASTENED TO Stone MANHOLE WALL WITH EPDXIED Under %" 0 STAINLESS STEEL High Flow ANCHORS EVERY 6". TOP OF WEIR= 411.81 1 00-`r R= 41 2.45 STR #13 l 18" N-12 HDPE 6.96 LF @ 0.86% SLOPE INV= 409.81 TO STR. #13OUT INV= 409.75 *NOTE: CONTR. TO ENSURE WATER TIGHT CONNECTION WITHIN DETENTION FACILITY. BIORETENTION DETAIL N.T.S. BIO -RETENTION SCHEDULE Landscape Plants c_ r�:rd t=tapir'&'f".ectlr"n anal ref a ir t,_- Fpcils ,ortt- lrityta l i��A', cnia rfr-_ Ique ted. Drainage Impervious Required Depth of Stone Bottom Under BMP High Flow High Flow 1 -YR 10 -Yr Top of Top of Forebay Richmond Area Area Media Media` Depth** of Stone Drain Inv. Surface Weir Inv. Weir Elev. Elev. Berm Berm Weir Large Trees LAND SURVEYING '--ATION IS l"1,1'.x, Area �S BEEN Elev. U R I N G Elevation TRANSPORTATION ENGINEERING Length PLANTS ENVIRONMENTAL & SOIL SCIENCE Width Elevation Elevation R.&-:_eecl distre_at ad KEY ACS ACS SF A B �' clet�tion coirsii.le-red C D E Suite 401 F G H I J 540-248-3220 BMP #1 1.85 0.86 1,784 36" 40" 427.67 428.67 434.010 434.50 8' 434.24 435.30 4' 436.00 435.00 7 BMP #2 2.32 j 1.30 2,992 36" 28" 419 421.00 424.313 424.83 16' 424.84 425;79 4' 426.33 425.33 12 * Including 3" Top Mulch Layer or SOD Layer ** #57 Stone including 4" #8 Choker Layer WEIR KEY Weir Notch Notch Length Depth I Length KEY A BC BMP #1 8' 0.8' 3" BMP #2 16` 1.0' 6 0„ GROUND LEVEL I' i -( J (6) f i 00,� ` FLOW «� J .-' 00 .01 T3 A bNlm AND ASSOCIATES INC CLASS A3 CONCRETE W/ 6X6, W2.9XW2,9 WWF OR FIBER REINFORCEMENT (4" MIN. THICKNESS) HIGH FLOW CONC. WEIR DETAIL MAINTENANCE SCHEDULE FOR SWM DETENTION 11aiiitenancz shall t -e th re,spc si iIit cfll 1 I ;�lr° &€ u1:cI, 1u€ pletic,n cfcc,iistVu�.ticn. 0%viiei's,hail l.;•�! c_ r�:rd t=tapir'&'f".ectlr"n anal ref a ir t,_- Fpcils ,ortt- lrityta l i��A', cnia rfr-_ Ique ted. REFLECTING TOMORROW NlETHOD FRE WEI'JC'Y www.ba1zer.cc 'SOIL N Staunton 12-09-2016 In -per -1 and Eaepair Erosion New River Valley Eli-8rnuallly Ei-3lrlir_1a311'.i Roanoke seeding I;ex;i=ating gr:; -de Richmond level 111LISt be n'i-aintain Harrisonburg t lieck for 3€;CURIL113ted RESIDENTIAL LAND DEVELOPMENT ENGINEERING Ell-anrrrlsill.;= BI 31i1-iL13.11y SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING E RIP -RAP M LANDSCAPE ARCHITECTURE Ins1jeI_:t and cle.91i LAND SURVEYING '--ATION IS l"1,1'.x, ARCHITECTURE �S BEEN STRUCTURAL ENGINEERING U R I N G of pr;alaerl;, TRANSPORTATION ENGINEERING NEW RIP -RAP PLANTS ENVIRONMENTAL & SOIL SCIENCE OT SUFFICE) WETLAND DELINEATIONS & STREAM EVALUATIONS R.&-:_eecl distre_at ad -I-°a,9Pise s jea f Balzer and Associates, Inc. of all} dead 3nd di_ eaisaecl L �' clet�tion coirsii.le-red 1561 Commerce Road Suite 401 Verona, VA 24482 For 3ny li-Other guidance or assi•sta-Ice coat.. ct B,_�17er & 540-248-3220 FAX 540-248-3221 K �,V H 0 F t x'17. ken O'Donohue, Jr?' Lic. No. 0406001688 05-04-2017 E CLASS A3 CONCRETE W/ 6X6, W2.9XW2,9 WWF OR FIBER REINFORCEMENT (4" MIN. THICKNESS) HIGH FLOW CONC. WEIR DETAIL MAINTENANCE SCHEDULE FOR SWM DETENTION 11aiiitenancz shall t -e th re,spc si iIit cfll 1 I ;�lr° &€ u1:cI, 1u€ pletic,n cfcc,iistVu�.ticn. 0%viiei's,hail l.;•�! c_ r�:rd t=tapir'&'f".ectlr"n anal ref a ir t,_- Fpcils ,ortt- lrityta l i��A', cnia rfr-_ Ique ted. DESCRIPTION NlETHOD FRE WEI'JC'Y T1NIE OF THE YEAR 'SOIL ARB 12-09-2016 In -per -1 and Eaepair Erosion VisLI',3Il't01.S0iliIrIQ and Eli-8rnuallly Ei-3lrlir_1a311'.i 01-04-2017 seeding I;ex;i=ating gr:; -de WPO #1 level 111LISt be n'i-aintain t lieck for 3€;CURIL113ted :°isu:311 cSedinrent to be Ell-anrrrlsill.;= BI 31i1-iL13.11y G E tJ E R.E. Ins1jeI_:t and cle.91i `iSLI31¢, trash and [iol1lrly r ss l"1,1'.x, of pr;alaerl;, PLANTS P.eirio,v,.31,3nd replacement R.&-:_eecl distre_at ad -I-°a,9Pise s jea f 3.15to 4.30 and '10,11 to 11130 of all} dead 3nd di_ eaisaecl �' clet�tion coirsii.le-red bei orid treatment For 3ny li-Other guidance or assi•sta-Ice coat.. ct B,_�17er & N.T.S. 1. Caution needs to be taken while inspecting the Stormwater Management (SWM) facility; there is a hazard of soft saturated sediment and soil. 2. The SWM facility shall be checked for sediment build-up. If sediment build up reaches the cleanout level, the sediment shall be removed and disposed of properly. 3. The SWM embankment shall be checked to ensure it is structurally sound, has not been damaged by erosion, and has no trees or other deep rooting plants growing on it. If damage appears to be evident contact an engineer to inspect. 4. The emergency weir shall be checked to ensure its lining is well established and erosion -resistant. If the emergency weir is no longer established the weir shall be relined. If it is no longer erosion -resistant the weir shall be relined. 5. The riser structure shall be checked to ensure it is structurally sound, has not endured any damage and does not have excess sediment build up. If the structure is found to be structurally unsound the entire structure shall be replaced. If the structure is damaged repairs shall be made immediately. If there is an excess of sediment in the riser structure the sediment shall be removed and disposed of properly. 6. The culvert, leading from the riser structure and running underneath the SWM embankment, shall be checked regularly to ensure it has not endured any damage, is not being undermined, and does not have excess sediment build up. If the structure has any damage the damage shall be repaired immediately. If the structure is being undermined by water an engineering investigation will need to be preformed on the embankment. If an excess of sediment is present, the sediment shall be removed and disposed of properly. WE MW D DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 C SCALE N/A SHEET NO. A CIO 0 f JOB N0, 34160034 REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 B 05-04-2017 SHEET NO. A CIO 0 f JOB N0, 34160034 480 470 N 460 450 440 L 430 KI + 420 J 410 -I _ 400 -f- 9+50 450 440 G 430 F 420 410 E 400 D 390 C 380 c 10+00 TOP=430.87 1 INV IN=424.60 (STR: 1A) INV OUT=424.60 (STR: 1 B) 43.31 LF 00.63% 24" TYPE S HDPE BIORETENTION PRETREATMENT CELL 10+50 87.00 LF ©0.50% 24" TYPE S HDPE 11+00 11+50 .TOP=428.36 2 INV IN=425.03 (STR: 3) INV OUT=425.03 (STR: 1A) STORM 1-12 PROFILE 12+00 12+50 13+00 13+50 14+00 82.89 LF ®0.60% 15" TYPE S HDPE 14+50 15+00 UTILITY NOTES: • 3.0' MIN. COVER FOR SANITARY. • 3.5' MIN. COVER FOR WATER. • 1.5' MIN. SEPARATION BETWEEN SANITARY AND WATER. STR# • 1.0' MIN. SEPARATION BETWEEN STORM AND WATER OR SANITARY. • CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES. ISP #1 450 430 19) 420 410 390 380 0 10 0 10 20 30 0 No I MW No VERTICAL SCALE: 1 " = 10' 30 0 30 60 90 HORIZONTAL SCALE: 1 " = 30' 15+50 \_9.31 LF 073.65% 12" TYPE S HDPE i 8" FIRE LINE INTO _BLDG. _._#3 ...._. 2" DOMESTIC LINE INTO BLDG. #3 16+00 16+50 470 �.i 450 430 420 410 -j- 400 17+00 I!] 101 INS'11 � REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. L 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K(R�e OF 'Donohue, Jr.�" 04060016834-2017E A�C� Uj J LL 0 2 ry U) D STORM SCHEDULE DKO DESIGNED BY DKO STR# TYPE NOSE TOP ELEV. HEIGHT (FT.) LENGTH (FT.) DIAMETER MATERIAL SLOPE INV. IN INV. OUT ARB 1 NYLOPLAST ISP #1 430.87 6.27 WPO #1 03-14-2017 SDP/WPO #2 B1 05-04-2017 ST -1 ! 24" DRAIN BASIN WITH SOLID TOP 1A 87.00 24" 24" TYPE S HDPE 0.49% 425.03 424.60 1B 43.31 24" 24" TYPE S HDPE 0.62% 424.60 424.33 24" DRAIN BASIN WITH 2 NYLOPLAST TYPE B 428.36 3.33 2.50 2'x2' ROAD & HIGHWAY GRATE INLET 3 114.87 18" 18" TYPE S HDPE 0.55% 425.66 425.03 4 DI -3C TYPE B 429.83 4.17 6.00 ST -1 5 186.25 15" 15" TYPE S HDPE 1.91% 429.31 425.76 6 DI -313 TYPE B 433.23 3.92 6.00 7 82.89 15" 15" TYPE S HDPE 0.60% 429.91 429.41 8 M H-2 435.52 5.61 ST -1 9 59.14 15" 15" TYPE S HDPE 0.51% 430.31 430.01 10 DI -3A TYPE B 434.24 3.93 2.50 11 9.31 12" 12" TYPE S HDPE 3.65% 430.75 430.41 12 NYLOPLAST 433.33 2.58 12" INLINE DRAIN WITH DOME GRATE 13 6.96 18" 18" TYPE S HDPE 0.86% 409.81 409.75 14 M H-2 414.68 4.87 ST -1 / 60" MH -2 15 128.54 36" 36" TYPE S HDPE 0.19% 410.06 409.81 16 MH -2 416.39 16.33 ST -1 / 60" MH -2 17 144.68 18" 18" TYPE S HDPE 0.48% 410.75 410.06 18 DI -3B TYPE B 414.66 3.91 10.00 IS -1 19 82.42 15" 15" TYPE S HDPE 3.08% 413.29 410.75 20 DI -313 TYPE B 417.04 3.75 4.00 21 38.78 12" 12" TYPE S HDPE 2.97% 435.15 434.00 22 NYLOPLAST 439.76 4.6'I 12" INLINE DRAIN WITH SOLID TOP 23 50.75 12" 12" TYPE S HDPE 1.20% 435.76 435.15 24 NYLOPLAST 438.99 3.23 12" DRAIN BASIN WITH SOLID TOP 25 20.62 12" 12" TYPE S HDPE 3.10% 436.40 435.76 26 NYLOPLAST 440.83 4.43 12" INLINE DRAIN WITH DOME GRATE 27 67.60 12" 12" TYPE S HDPE 2.86% 438.33 436.40 28 NYLOPLAST 440.83 2.50 12" INLINE DRAIN WITH DOME GRATE 29 32.48 12" 12" TYPE S HDPE 6.16% 440.33 438.33 30 NYLOPLAST 442.83 ;2.50 12" DRAIN BASIN WITH DOME GRATE 31 118.05 12" 12" TYPE S HDPE 1.08% 441.61 440.33 32 NYLOPLAST 445.11 3.50 12" DRAIN BASIN WITH SOLID TOP 33 108.55 12" 12" TYPE S HDPE 1.00% 442.70 441.61 34 NYLOPLAST 447.18 4.48 12" DRAIN BASIN WITH SOLID TOP 35 37.14 12" 12" TYPE S HDPE 1.02% 443.08 442.70 36 NYLOPLAST 446.08 ,3.00 12" INLINE DRAIN WITH STANDARD GRATE 37 67.71 12" 12" TYPE S HDPE 2.57% 437.50 435.76 38 NYLOPLAST 439.50 ,2.00 12" INLINE DRAIN WITH STANDARD GRATE 39 135.05 15" 15" TYPE S HDPE 0.50°l0 410.42 409.75 40 MH -2 413.82 3.40 41 9.37 15" 15" TYPE S HDPE 0.53% 410.57 410.52 42 DI -3F TYPE B 412.86 2.29 4.00 I!] 101 INS'11 � REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. L 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K(R�e OF 'Donohue, Jr.�" 04060016834-2017E A�C� Uj J LL 0 2 ry U) D DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 C SCALE AS SHOWN REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 B1 05-04-2017 SHEET NO. C 0 24 JOB NO. 34160034 i REFLECTING TOMORROW www.balzer.cc Staunton New rover Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 Kent O'Donohue, Jr.�" C Lic. No. 0406001683 &,, 05-04-2017 0 • rU DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 05-04-2017 SHEET NO. C Ill` 20 11 24 JOB NO. 34160034 r, REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 '�" T H op �l UD.\ Kent O'Donohue, Jr.�' Lie. No., 0406001683 05-04-2017 ` PE A R El F4 i -- C) U) 0 W J U) H O U) DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 05-04-2017 SHEET NO. C13 0 24 JOB NO. 34160034 I)AII/rD AND ASSOCIATES INC REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 zs , ee' "D. Kent O'Dono&ue, Jr.�' Lic. No. 0406001683 �, 05-04-2017 DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 05-04-2017 SHEET NO. C 1111111 4 of 24 JOB NO. 34160034 J) s, f9 0 HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. 7ACC6SSIBLE-+— SIGN TO BE OMITTED FOR SPACES THAT ARE NOT PEN VAN VAN ACCESSIBLE TOW -AWAY ZONE STEEL TUBE PIPE o CONDITION AT CONICWALK CONDITION AT PLANTER AREA 1' DIA CONIC FOOTING K J G REINFORCED EARTH BACKFILL, SEE GENERAL NOTES FOR REQUIREMENTS - PRECAST CAP BLOCK, SECURE TO BLOCK BELOW PER ANCHOR SPECS. SEGMENTAL RETAINING WALL BLOCKS (TYP.) — COMPACTED GRAVEL VDOT #57 OR EQUIV.) SURROUNDING DRAIN TLE----- WRAP ILE— -- ^WRAP CLEAN GRAVEL W/ GEOTEXTILE FILTER FABRIC 4" PERF. PVC FOUNDATION z DRAIN PIPE W CLEAN GRAVEL (VDOT #78 OR EQUN.), DRAIN in TO DAYLIGHT o PROVIDE DAYLIGHT GRAIN THRU Of w WALL ® 40'-0" O.C. MAX. In APPROX. FINISH GRADE TOE, SEE GRADING PLAN ----,\ COMPACTED GRAVEL: (VDOT #67 OR EQUIV.) BASE MAXIMUM PAVEMENT SLOPE IN ANY DIRECTION 2% HANDICAP ACCESS DETAIL N.T.S. 4 HANDICAP PARKING SIGN WITH W2.9> INTERNATIONAL SYMBOL OF ACCESS CHECKED BY ON BLUE BACKGROUND. PROVIDE ( THEFT PROOF BOLTS, WASHERS & C SCALE NUTS. // //\//\//\//\//\//\ SIGN TO BE OMITTED FOR 1 TO ENTESection VAN ACCESSIBLE �r SPACES THAT ARE NOT VAN ACCESSIBLE j/�\j\\j\ ISP #1 011-04-2017 CONCRETE TOP OF 2722 SDP WPO #2 B 05-04-2017 PENALTY USINGATEE$RISERGLINE $100-500 FINE —I i- TOW -AWAY ZONE - 2H =I �� —III—III—III—III—III—III '.. OR FLATTER III =1 -- /�,^, iII IIIIII—,II—TIL-_III- 1L- / � I - �I I,III-III I I I �I I I I I I 2708AG__X .It STEEL TUBE PIPE _111_111IIIIIIIII--I _I I1' 6" DIA CONIC FILLED STEEL GUARD POST, PAINTED OSHA YELLOW W/ —III— I ' =III III=III III=111=111=111=1111 11 11\ i//oz GRATE TO MATCH BASIN 0.0. _ 1-SMOOTH CROWN ON TOP 'iii<e�'� II II II II II II II II II II II II II II II II a' a w � Ti �i i III � I I I S III III III=III III; ' �'� -III (RETAINED SOIL III III III -' GU E CURB AND GUTTER MAY _ Q0 III III III III III IIIIII-III 111= a Q • q:: s. ;i, �/i 11 III --i III -III- III =1 1=1 - Q ;,, III111=111=111=111=111-111==111=111=1111 OF THE SUBSURFACE � <✓ l = =111 1 - III III- GENERAL P '7 ; f e I . 1➢` E - - , �r.:.ipe f1: �3;f3 r' 9,> irtclif.atr ; -)r1 the r"rznti( xr tdr' tMii$ rind referenced viithirl the r;'r,f}I <3E:1 specif f altic?r'.`i, The t. i.l AIQ I'Ton€. Pei` 8C. 7 ,..;3 t1tET3r1 3tj� Et t t....�..,J! d t,f ;,7, typ„-,..... Yt. (. 3 i Ln o m ;; i -I I1=111-III=III-III =1 -(III 1=III-III=1 I- III=1 11= -III-III-III=1 I I1 I I=1 I I=1 I I-III=1 I I-1 2715AG _X 2718AG_-X 2724AG _ _ X 273DAG-_X SLOPE TO GRADE !1 11 1=1 1=1 11 111 1= I 1=1--I hI 1=1 i- RISER SEALANT III III -III -III -111=111= -III =111=III =III=III =1111 �� �—ISI SII ISI II--III IIII—I— 7" SI MAINTAINED I �-- GRADE LEVEL G EOSYNTH ETIC REINFORCEMENT, PER MANUFACTURER. PER DESIGN I, TYPICAL RETAINING WALL SECTION [ASPHALT PAVEMENT TOOLED EDGE -� F (1) #4 CONT. LJ 119 A N.T.S. VDOT CLASS A3 AIR 6" THICK ENTRAINED CONC. CONCRETE SLAB VVI 6X6%WWF SLOPE PER PLAN 6" VDOT #21A AGGREGATE BASE 8" THICK COMPACTED SUBGRADE 4 4 ' #21A STONE d O � A $ - 24" DIA CONIC AT 6" POST SIDEWALK CROSS SLOPE 1.8% MAX co FINISH GRADE r2 4" STONE BASE REQ'D WITHIN STATE MAINTAINED 12. --►I RIGHT-OF-WAY *STONE BASE IS NOT REQUIRED IN PRIVATELY DEVELOPED SITES BUT MAY BE BID AS AN ALTERNATE. -UTILIZATION OF THE STONE BASE TO BE COORDINATED WITH THE ENGINEER AND CURB AND GUTTER CONTRACTOR FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS © 20' 0" O.C. (MAX.) TOP OF PAVEMENT -THE BOTTOM OF THE CURB & GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7' IS MAINTAINED CG -6 (WET) DETAIL N.T.S. NOTE: PROVIDE EXPANSION JOINTS @ 20' 0" O.C. (MAX.) PARKING LOT 6 MATCH SLOPE ON PLAN +2 — - BENCHED d. 10" LONG #6 REBARS (4 EACH POST) <I :-' ov-�Cp'�p ............... PAVEMEN °= ......... JOINT 51 NOTE: REFER TO ARCHITECTURAL PLANS FOR MATCH ADDITIONAL DETAILS. ARCHITECTURAL PLANS SIDEWALK MATCH 7 SHALL GOVERN IF THERE ARE ANY DISCREPANCIES. DETAIL PNVIEMENT D E. AI l_ HANDICAP BOLLARD SIGNPOST DETAIL MONOLITHIC SIDEWALK DETAIL WITH PFR PI ANfi 4 DRAWN BY W2.9> ROUGH GRADE CHECKED BY d d a LI /j a GJ ( C SCALE N/A // //\//\//\//\//\//\ WHEN ARE INLINE DRAINS USED? 1 TO ENTESection CLASS A3 j/�\j\\j\ ISP #1 011-04-2017 CONCRETE TOP OF 2722 SDP WPO #2 B 05-04-2017 PAVEMENT USINGATEE$RISERGLINE �� —III—III—III—III—III—III '.. 2708AG__X I �—I I I—I I I—III-I —III— I ' GRATE TO MATCH BASIN 0.0. _ 271DAG__X a' _ m .a .,.a dn. .a:. 9• i9' a•:ap ,b •'d'a a: 46. ,•�j'.o Q. �. 0•:•'0: :.Q.e . "Q•_D • :Q ° -a +q,p..e..o '�r° ''Q.D. .'.g ©. , t .{C o .,C, THE BOTTOM OF THE GU E CURB AND GUTTER MAY ..ate' °off?•/�...00.`'n bq:0-. ,p a • n a 'O r.a+ n. : O • a i V t2 ° : b n'�l r a •a C. BE CONSTRUCTED PAR- a Q • q:: s. ALLEL TO THE SLOPE OF THE SUBSURFACE 6"� 24" GENERAL P '7 ; f e I . 1➢` E - - , �r.:.ipe f1: �3;f3 r' 9,> irtclif.atr ; -)r1 the r"rznti( xr tdr' tMii$ rind referenced viithirl the r;'r,f}I <3E:1 specif f altic?r'.`i, The t. i.l AIQ I'Ton€. Pei` 8C. 7 ,..;3 t1tET3r1 3tj� Et t t....�..,J! d t,f ;,7, typ„-,..... Yt. (. 3 i COURSES PROVIDED A 2715AG _X 2718AG_-X 2724AG _ _ X 273DAG-_X MINIMUM DEPTH OF RISER 3 I l 7" SI MAINTAINED CG -6 (DRY) DETAIL N.T.S. EXISTING PAVEMENT // i --� PROPOSED PAVEMENT MATERIALS _- ,-, . rt } . „ SAWCUT AND CHIP AWAY TEE_, �- 12'---_i�--EXISTING SURFACE COURSE PARKING LOT 6 MATCH SLOPE ON PLAN +2 — - BENCHED d. 10" LONG #6 REBARS (4 EACH POST) <I :-' ov-�Cp'�p ............... PAVEMEN °= ......... JOINT 51 NOTE: REFER TO ARCHITECTURAL PLANS FOR MATCH ADDITIONAL DETAILS. ARCHITECTURAL PLANS SIDEWALK MATCH 7 SHALL GOVERN IF THERE ARE ANY DISCREPANCIES. DETAIL PNVIEMENT D E. AI l_ HANDICAP BOLLARD SIGNPOST DETAIL MONOLITHIC SIDEWALK DETAIL WITH PFR PI ANfi W2.9 WWF i) i 1/2" PREFORMED EXPANSION VARIES JOINT FILLER WHERE L� SEE PLAN ADJACENT TO BUILDING CLASS A3 AIR ENTRAINED CONIC 4" VDOT #21A AGGREGATE v D m c p v, v v NOTE: FINISH - TROWELED EDGES, BROOM FINISH \ STRUCTURAL BACKFILL *WWF SHALL BE PLACED IN CRACK CONTROL JOINT SPACING SCORING EVERY 6' (WHERE FILL IS NEEDED) 8 TOP HALF OF SLAB DEPTH. 18' O.C. (Y4TH SLAB DEPTH) EXPANSION JOINTS EVERY 30 MIN. DUMPSTER APRON DETAIL RIGID PAVEMENT DETAIL CONCRETE SIDEWALK DETAIL N.T.S. N.T.S. N.T.S. PROPOSED SURFACE COURSE PROPOSED BASE COURSE PROPOSED AGGREGATE SUB BASE 95% COMPACTED SUB -GRADE PAVEMENT JOINT DETAIL N.T.S. *PAVEMENT DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL /4" RAD. ENGINEER BEFORE SITE IS EXCAVATED TO SUBGRADE LEVEL AGGREGATE BASE COURSE -21A SM -9.5 A BITUMINOUS CONCRETE PAVEMENT FINISH GRADE ROUGH GRADE 4" TOP OF \/ a PAVEM ENT — IiI—III—III—III— III—III—I ° II_IIII II-1II=1II ;III-1II ° °. aR�.�'°o�•' .o�'Q:.q_oQo:•o' �a::�'ao< WEI CLASS A3 ° po �, CONCRETE Qj. ©+ °�fJ.'4;:'a: :.o: o : j4, o: o' •a'. 6" CG -2 DETAIL N.T.S. FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS ® 20' 0" O.C. (MAX.) TOP OF ti CLASS A3 CONCRETE PAVEMENT D °. III—III—III ° :b.° —III—III— ° - � � � ° a�.p .a'�a�r>p: .'a 2i o.•. _ R y, D' III—I I i—III ° ; .. ' a D'.a'(7 4 • . n a: o a ° a —III—III A o.O CCJ^.4'a'PQ`;.a.aQpi. a_:a ;� f *4# n � �. a.•'a..q •. �. e.`'a..c7• �� 6.0� a ' b`b T'•J e'a;o 4 ©'.. ➢'.Q' .: :a:�:. 4 a:ado.n:a:ad�., �'a`.'O' ''a'-'•O.F 'O"�a:.,.d'ad. ..Q oQ'•. " n 24" 1,--12 -►i I 1 S.S. SMOOTH DOWEL SEE DETAIL BELOW is as E PANS ON JOIIINT COMPRESSIBLE FILLER WITH RECESSED SEALANT D p D. d ° a` °' D.,- S.S SMOOTH DOWEL W/ EXPANSION CAP OR SLEEVE AT ONE END D D.. .Dp ..p... D' D D, _ D CONCRETE SLAB d•. � ay . '.P .� •r. .. :P. `.. "•Oa:s y, Q..,�.° em .Q �,.-:.�O.e ' •Y. fJ:o'. a.� o:.�•.'b O O .•,• 'off+. '' °' 0.•o'o°,GET 4e • '' e C7 :.. • a r O d t5pz. COMPACTED ;..o.�. �7o Gi•4 AGGREGATE COMPACTED SUBGRADE CURB AND GUTTER JOINT DETAIL N.T.S. BM -25 BITUMINOUS CONCRETE PAVEMENT SM -9.5 A BITUMINOUS CONCRETE PAVEMENT / 2" 3 AGGREGATE BASE _ N _ 2 83a COURSE -21B 70 —�� o „ 95% COMPACTED —III—III==1 I I—III—III—I I i—I SUBGRADE- 1=1*PAVEMENT DESIGN SHALL '�• 95% COMPACTED SUBGRADE BE CONFIRMED BY GEOTECHNICAL ENGINEER HEAVY-DUTY PAVING DETAIL* BEFORE SITE IS EXCAVATED LIGHT-DUTY PAVING DETAIL* N.T.S. TO SUBGRADE LEVEL N.T.S. -6"X6" DRAWN BY W2.9> 2: AT THE BEGINNING OFADRAINLINE CHECKED BY d d a LI /j a GJ ( C SCALE W2.9 WWF i) i 1/2" PREFORMED EXPANSION VARIES JOINT FILLER WHERE L� SEE PLAN ADJACENT TO BUILDING CLASS A3 AIR ENTRAINED CONIC 4" VDOT #21A AGGREGATE v D m c p v, v v NOTE: FINISH - TROWELED EDGES, BROOM FINISH \ STRUCTURAL BACKFILL *WWF SHALL BE PLACED IN CRACK CONTROL JOINT SPACING SCORING EVERY 6' (WHERE FILL IS NEEDED) 8 TOP HALF OF SLAB DEPTH. 18' O.C. (Y4TH SLAB DEPTH) EXPANSION JOINTS EVERY 30 MIN. DUMPSTER APRON DETAIL RIGID PAVEMENT DETAIL CONCRETE SIDEWALK DETAIL N.T.S. N.T.S. N.T.S. PROPOSED SURFACE COURSE PROPOSED BASE COURSE PROPOSED AGGREGATE SUB BASE 95% COMPACTED SUB -GRADE PAVEMENT JOINT DETAIL N.T.S. *PAVEMENT DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL /4" RAD. ENGINEER BEFORE SITE IS EXCAVATED TO SUBGRADE LEVEL AGGREGATE BASE COURSE -21A SM -9.5 A BITUMINOUS CONCRETE PAVEMENT FINISH GRADE ROUGH GRADE 4" TOP OF \/ a PAVEM ENT — IiI—III—III—III— III—III—I ° II_IIII II-1II=1II ;III-1II ° °. aR�.�'°o�•' .o�'Q:.q_oQo:•o' �a::�'ao< WEI CLASS A3 ° po �, CONCRETE Qj. ©+ °�fJ.'4;:'a: :.o: o : j4, o: o' •a'. 6" CG -2 DETAIL N.T.S. FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS ® 20' 0" O.C. (MAX.) TOP OF ti CLASS A3 CONCRETE PAVEMENT D °. III—III—III ° :b.° —III—III— ° - � � � ° a�.p .a'�a�r>p: .'a 2i o.•. _ R y, D' III—I I i—III ° ; .. ' a D'.a'(7 4 • . n a: o a ° a —III—III A o.O CCJ^.4'a'PQ`;.a.aQpi. a_:a ;� f *4# n � �. a.•'a..q •. �. e.`'a..c7• �� 6.0� a ' b`b T'•J e'a;o 4 ©'.. ➢'.Q' .: :a:�:. 4 a:ado.n:a:ad�., �'a`.'O' ''a'-'•O.F 'O"�a:.,.d'ad. ..Q oQ'•. " n 24" 1,--12 -►i I 1 S.S. SMOOTH DOWEL SEE DETAIL BELOW is as E PANS ON JOIIINT COMPRESSIBLE FILLER WITH RECESSED SEALANT D p D. d ° a` °' D.,- S.S SMOOTH DOWEL W/ EXPANSION CAP OR SLEEVE AT ONE END D D.. .Dp ..p... D' D D, _ D CONCRETE SLAB d•. � ay . '.P .� •r. .. :P. `.. "•Oa:s y, Q..,�.° em .Q �,.-:.�O.e ' •Y. fJ:o'. a.� o:.�•.'b O O .•,• 'off+. '' °' 0.•o'o°,GET 4e • '' e C7 :.. • a r O d t5pz. COMPACTED ;..o.�. �7o Gi•4 AGGREGATE COMPACTED SUBGRADE CURB AND GUTTER JOINT DETAIL N.T.S. BM -25 BITUMINOUS CONCRETE PAVEMENT SM -9.5 A BITUMINOUS CONCRETE PAVEMENT / 2" 3 AGGREGATE BASE _ N _ 2 83a COURSE -21B 70 —�� o „ 95% COMPACTED —III—III==1 I I—III—III—I I i—I SUBGRADE- 1=1*PAVEMENT DESIGN SHALL '�• 95% COMPACTED SUBGRADE BE CONFIRMED BY GEOTECHNICAL ENGINEER HEAVY-DUTY PAVING DETAIL* BEFORE SITE IS EXCAVATED LIGHT-DUTY PAVING DETAIL* N.T.S. TO SUBGRADE LEVEL N.T.S. REFLECTING TOMORROW www.balzii N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc, L 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K Op 05 X' F t D. Kent 0i Donohue, Jr? C %c. Na 0406001683 � 05-04-2017 ARS D NYLOPLAST INLINE DRAIN WITH DOME GRATE DRAWN BY DKO 2: AT THE BEGINNING OFADRAINLINE CHECKED BY 'NSM FLED END SECTIONS C SCALE N/A REVISIONS: WHEN ARE INLINE DRAINS USED? 1 TO ENTESection USING AN ELBOWBRI-SER 12-09-2016 ISP #1 011-04-2017 WPO #1 2722 SDP WPO #2 B 05-04-2017 USINGATEE$RISERGLINE (1) INTEGRATED DUCTILE IRON 2708AG__X GRATE TO MATCH BASIN 0.0. _ 271DAG__X f,Re +c - Engineered Surface Drainage Products 2712AGX GENERAL P '7 ; f e I . 1➢` E - - , �r.:.ipe f1: �3;f3 r' 9,> irtclif.atr ; -)r1 the r"rznti( xr tdr' tMii$ rind referenced viithirl the r;'r,f}I <3E:1 specif f altic?r'.`i, The t. i.l AIQ I'Ton€. Pei` 8C. 7 ,..;3 t1tET3r1 3tj� Et t t....�..,J! d t,f ;,7, typ„-,..... Yt. (. 3 i - 2715AG _X 2718AG_-X 2724AG _ _ X 273DAG-_X RISER 3 I l _ _ orates ,of :DCII 0€ tr v>u fittit s cit': 7' ro:,S GOf a1 integral part 3f rr}a SlltfDC dT 11s cge 11llei and Lail e fur Fished b'y the same liiEmofacturer. lRte SLITface dt .ii=;,a ir-' li Ilya shall be as IT ant�lca.t'. red L N st;;.ilast a CIE#€'.i:on ;3f a" dv an ed Diai(1-`Jf e, S stemis< Inc_ 0T =Iof approved equal 2 ". 1 - ! � d t^ Y // i a MATERIALS _- ,-, . rt } . - 8 -3p — TEE_, ELBOW I3"lu'':1?('ar: Q€31ti ;kli;iTH'.) fE�i, Ti}ia v:JE1tT3C; a;'?:t:: i3t'' H:"t,ECE..:tdGtULaU trR',:fi) V. k•1G)«' .,.oGl,, L11[l,G,)Ji cR 1,3T",C6IT'a-Ei"10'i£,1:f3! t}rGt,,.sa .0 (�`#..,t,l-I 111 -f'7.. ,,iri�'1 to, ::`i -w' i1,lfP}$S,:rM•f) r TYPICAL INSTALLATIONS ,,iF \''c. :. ,.,...- .. .. }. Ps' 8 2 ! - r a , fr.> i £'r C ':{> . p.. 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DRAIN BASIN h r}aT Jfacture the pipe StOCK that is us=eo t:, manufacture, the it Lae drain as ly` and Pipes stubs of kne Surface ofainave inlets snail ec€Morn} to A 'MI U,, rK4 cgjl clasDEPTH MINIMUM PIPE BURIAL PER PIPE � _ — _ — r i INVERT ACCORDING TO MANUFACTURER( _ :_li_ L'^vr PLANSITAKE OFF RECOMMENDATION -r': The , r . d € - .. -I ai n f L'Cti f k rl .. rales for sores si 1 U'< 12” 15" ::'3 2 t wid I`.. shall he m ad1 , s€ egfr i ical kg a ach filttl£° TI1.. d} #tr,,s,tErT7SFtt-t., ,Ut t.l i.i€fet;.t;ix¢r.ItE €jf= It1[r?1' shall t7 r; t I , 3 10'INLINEDRAIN „f. , f a a"E- n rr n c : HI r'.; cel Bel' rt,a, ("i :s °'t? 'li attest .` 7; dr, ;.rt"u if Ir}R'- it}&fit. £ rates (.,, #ra1:€t 11 2it':3 ;3 i iib $ t,. parole Uf a>:e ('Iii c }`I-2, t $oas 4:. JU. Lt ,. i3 ri i.1+�t } t v a , ci �-` � i T -_ �:' x '�...` (3) VARIOUS TYPES OF INLET 8 OU7LETADAPTERS 3 () VARIABLE 2 NLERS OUTLET ,4+.1 .+5, - "3it .,�"c ..{). .J. t ,Ie r ralL:t9 it<trinT C€3( tra(xi- <� (s; 1r Dv', 1?" Ct i wt1.1fG Zvi=) i:l lu:tu'1 tr tiT= (fiitl< sF� faFtrrl a ,,,t It€ 1t;�• �„ .>='yF ,w _ � '_ ��__ AVAILABLE: 4"-30'FORCORRUGATEDHDPE qp BE ADAPTERS cl.ras Jr � qtr€ i;+,d.;:si° .1 daft, ('Irks. .tae casting, stall co, fo-m tc>w STNl to la„ de a Q:� Q tea f€ uct1'e rwr, Grates shall be providkA painted black. � ,? (ADS SINGLE SDR 35), PUT ON ANY ANGLE 1-Tandfaf:;ti_fre of . _ b€ PART# PIPE SIZE A BRAAXI H L W ' PVC DWV (EX) SCH O), PVC C9001ECIN5, RIBBED PVC #NSTAL t ATlO1d ✓ r : ' CORRUGATED & 12 In 6-5 in 10.0 In 6.5 In 25.1) 111 29.0 in -1`t-tf' a ...,lf-;t� `F=`�i (, S.,f ir3.,�. Cf. aE.ia_� inlet 5..�-II fie, €, T`�s.d(tEl1 tial, s conventional al tiw�.hl.. pipe tie'3L<...1. £i. 3.E:, 1e3... cit+,': e'; c)s.�.'<lllt(; y. 1�t?vG bci.,�„lt t":I r3lr.f t<) S33t2)I C)..,. d 9 r .) '--AVAILABLE- WATERTIGHT ADAPTERS 121iiNP - - r. los - tho ,.,r -, riac,,s », as ?'. _11 T., -ii i, -. .� .r ....,., :T 6t d GlOi,k Jr Ott) 4r c�<O Jl i r1 T#or"€al r7G tIr1U G!t r , jLlH. C3C 1iS of 41SS5 1 7C „, rr tCerlal § t1GtJ5 ' 1 I i J\,. T.P"1,','�. :.. Hud il, ':7d tJG, (;fl for ,a 1s.3 w1 „> WATERTIGHTJOINT FOR MOST COMMON PLASTIC PIPING SYSTEMS 10” INLINE DRAIN „, v : ' "irx r r r r`•r 1 dfc I r ; ri with Vit,_:I"P l c;) r 2 ,. Tt.r, r; a,In Eat ir1 b,9 radii t , ++.t ^ ' be ir<I r 1 ' r grade. €}ti=:Iru ir,l'ate �t1�ll �;�',t��l ,< ���� c1f C? .� _,:�.�„ 1 E,..,fTYfi � J., �1��xr,� I'� .:t , � , ,d,� �r �: ��t e � ,)r .r� r1 �l ,f�� - „ � - (CORRUGATED HDPE SHOWN) WHEN ? ARE DRAIN BASINS USED. 13tONP 16In - 6b h 10,0 In 8.6 In 26.0 In 29.4 h • '-, 6� ,•^, concrete r s �. .,< will s. -a- r;,, -x r >-,� x�_.. -. } �. .:, grade .•{ " For ..,7 load `�Pinstallations, ',- ., ;l -x ;. " :-a .. �,,. and t)s€�.;;, :>.c.rl., .:r ,:t,n.,fE�1E. Lit. ,� t,ll lv., 1��u1r.,.< to ,i€.t rt.e yr�t,e to ih~M fi;t;�i E�T�dE, ttet�#It. €-€,1 H .�G1 i�f�� rated <.�I cu<,�.rc,r, rirrt,� tall l i7c, (JcsLr�.d under �.YI� a,C.t:'wnCt the crate =dTc't f:rT1l•e Tl'2 c.,f ..rel_ :3<3'>.T C€T t.°t be iteW117Oa7 tr::;Uig Ifttt"., t..CJr7s;,,,..r3tit7n local soil conditions, ir3fte i?3i"1i;3; and r',tht 1psili+u aba+' :.le^I€"€ `aCIOf":. �. -• , ;;�, 2808AG __X 281OAG__X 4: FOR SHALLOW 1610NP ..., le n 85, ,3 ., 7� S, R .5 n n .0 in -s.., . _.- _ r: r ° a fG: vthGf E[i a it ti<an c rtSidCr�. .. S ., DS r€TCUt uOr f f€CIG;, Uic an i v,raE a, anis f1 fcunc<a#iilTt (i? f to A.�T%A i?2J21 v ,•ae.lii 5, i v✓cr a fir/ i. TO CHANGE ELEVATION 2. TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE APPLICATIONS 5: TO CHANGE DIRECTION 4 1.,J "+ : I ,F a tit ; A .. '- .".`% ,.. ,_"., r .- THE BACKFILL MATERIAL SHALL BE CRUSHED STONEOROTHER jr -`` GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I 2812AG_-X 2815AG__X 281BAGX __ 2824AG __X 2830AGx I 24IONP 24 in 34 In 7.5 in 18,0 in 6.5 in 36.0 In 45.6 in f I;sTa 3 °�s .f, 75 h 12.0 In 8.0 In 88°0 n 63.5 h OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING 8 -�' __ N• 8' 301 SNP BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & r,a COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2821. in 7 51n $,0 In 5.0 In In 13.5 in 3615NP I � _ CORRUGATED Aa HDPE PIPE SMOOTH WALL PVC TRIS PRTmDE_6C E93Ud£CTT,fATTETikiVt}1itT1 CN0146V CSA 4LATP0iiI-- -- � — _-313pWAWA AVE � NIT.OLAtiN43PTi0Pf0ETARYRIGHTS<TH@PE7EiPT 81F4iftgDA3i91H THIS PRINTUISCLOSESSUBIECTMATTERINWHICH DRAWN BY EBC MATERIAL 1 - 8"-30" DOME GRATES SHALL 8E DUCTILE IRON PER ASTM A538 GRADE 76.50.05. NYLOPLLSTHAS PROPRIETARYRIGHTS. THE RECEIPT 3130 VERONA AVE BUFORD,GA31518 lot 1- STRUCTURES &ADAPTERS AVAILABLE IN SIZES 8'-30" 2 -ADAPTERS CAN BEMOUNTED ONANY ANGLE O°70380",TO DETERMINE THIS PRINT DISCLOSES SUBJECT MATTER INWHICH DRAWN BY AWA NYLOPLASTHAS PROPRIETARY RIGHTS. THE RECEIPT MATERIAL 3130VERONAAVE BUFORb,GA30518 -,:: C8i T'i5SC3E,:34'JN Sh` TirS;liPdr`E} ii0(CC-R,1`,.P„ DJ6if iG446.00 k''� 1 �" 2- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ORPOSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03.25.10 PHN710932-241.1 1 ) MINIMUM ANGLE SETWEENADAPTERS SEEDRAWINGNO.7001-110-012 OR POSSESSION OFTHISPPJNT DOES NOT CONFER DATE 84040 `%i���j PHN(770) 932.2413 higia`FER. OIRUOENBE THE USECF THE OE MOR y 1 t"" 9St�t'4F€ „----�----=A ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WAIT), (7 ) TRANSFER OR LICENSE THE USE OF THE RESIGNOR Nv FAX 70932.74W N-12 HIP, SEWER (4'-24�. + �✓+`�'� u+�`• 3 -DRAIN BASINTO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RESTRICTIONS TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Ny1 �ir� FAX 932.2490 + `�' lus�+ � w - M=M-------------- J ww TECf£N:.,AL tR#FtYfiAtAYAJfi R1-tO4tt HERON ,yNyLq�,gY �, ,+r�yE{,7NOavyylE +ryl0pirtaaoom TECHNICAL INFORMATION SHOWN HEREIN APPD BY CCA PROJECT NCI,iNAME 3 - 8"- 30' DOME GRATES HAVE NO LOAD RATING ww•nyloplaaEue.com HISERS ARE NEEDED FOR BASINS OVER 84"UUE TO SHIPPING TECHNICAL INFORMATION SHOWN HEREIN REVISED DY EBC PROJECT NOAUNE wm+`•m'I°PI°°I�a.ram HEPRLY:43CT," t,1F TM FRI OR ,NNY IhF4.�1thTICN T{TL€ REPRODUCTION OF THIS PRINT ORANY INFORMATION TITLE SEE DRAWING N0.7001-110-065 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CE,XYFAi3�1 HERT7P7, i'RMa4t'kLEgiw"TIiHiOF FY1Y DATE 0640.13CONTAINED d,£4'n fHQiEFTAJ S€, f47RTNEOSCLtYiURE TOOTHEHS 48t-301Ni 8;LJl�DPAlrl B€ "sB3C'AitCNT HEREIN, OR MANUFACTURE OF ANY DATE 0&27.13 ARTICLE HEREFROM, FOR THE DISCLOSURE TOOTHERS INLINE DRAIN WITH DOME GRATE MICK SPEC INSTALLATION DETAIL CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 1-&10 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS81N•301N TYPICAL INSTALLATION OPTIONS I1CI'IE: ALL aiYiEMSIDAIFS`�F�NOIAINAL 4 {Zj�gl[�J�'• wP C&2110 13 FOR,TIODF4, EXCEPT BY 0r -,QW WRITTER K-PUM&ON F;wA wiWRART. er D7AP0iBRE A ICALE 1:1 "EXT IOE1 1q, 70*11040M JI O IS FORBIUDEN, EXCEPT BY SPECIFIC WRTFEN PERMISSION FROM NYLOPLAST. �,3,,,•,p� DWG SIZE A SCALE 1:40 SHEET IOFI DWG NO. 7003.110457 REV C IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. �,o„ri�un DWG S¢E A SCALE 1:A0 SHEET tOF1 DWG NO. 7aa1.11D442 REV D .rlas.,� Ca>ti&d%!E s,irErus. Ere. REFLECTING TOMORROW www.balzii N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc, L 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K Op 05 X' F t D. Kent 0i Donohue, Jr? C %c. Na 0406001683 � 05-04-2017 ARS D DRAWN BY DKO DESIGNED BY DKO CHECKED BY 'NSM DATE 09-07-2016 C SCALE N/A REVISIONS: _ 09-26-2016 ARB 12-09-2016 ISP #1 011-04-2017 WPO #1 03-14-2017 SDP WPO #2 B 05-04-2017 SHEET NO. A JOBB N0. 34160034 W L a J H G F a I C • 1-^--- Mc . 6'-0" --'-1 ENTRY MONUMENT SCALE: 1 2 = 1 - HR -T b' Mv:x, 6' Max. I renin iRo d smooth Steel sooth Ro und Rod (Tp.) or �! '" Sta ndord pipe. 1V?" O.Q. Standard Pipe for Roils 1/2" D.D. Extra Strong Pipe for Posts J0-34 it 5" Mox. Max. 12" o 30"-3d" (� t 2' 3" ?dax. A - Width of one tread that is ?r�A require[£ at each bottom riser Concrete Mor for Bubble Concrete HANDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS f, For oltdetuils and ,dimensions r;ot shown see Slid, EE -CL. tC 5ianr7ard FE -CL - - SP3 O.U. 6SP3 0.0. line post m ne post, SPI 0.p C,,inik around all psi > '�......w: ff,, nh fad with silicon sealer r ,r .. SP4 O.B. Metal sleeves to be centered in tops of w011 1 _ 12,11 T '- Balis (Typ.l 0 0" _ 10 t� „ _ End of Retaining )No][.-ControcSion Joint Re 'd. RVI -2 Retaining 4aII --- o AILTERNAI INS'] At_LATICN ON WALLS i P ri n no Id o f iIi GrSI O5 ❑ protection 1bf edeat ®f 5 and 5 U This ilo � 4 S t� be used Y P _ P impact a in i here might be subject to an vehicular rn not be paced any locator w it rnlq } y p For vehicular proiteriion standard guar dr air skiould be used. HDiioroil to be irli accordance with the latest edition of the Virginia Uniform Stotewid-2 @Vi19)n,y Cade, SPECIRCATI©N STANDARD HAND RAIL REFERENCE --- METHOD OF LOCATING AND ERECTING 505 VIRGINIA DEPARTMENT OF TRAtNSPORTATION TACK CTAT T fc PROPGSEO (S OF O PAVEMENT,ADETERMINED TFFIEL) CONSTRUCTION JOIN f EXISTING ASPHALT LAYERS PROPOSED ASPHALI LAYERS ------- EXISTING SUOOASE PROPOSED SUBOASE COMPACTED SUBGI2ATDE CONSTRUCTION JOINT DETAIL. R.EM{,`tE EX[STiNG ASPHAtJ 4<AYE•tRa TO EXISTING =1JEEA F AND RF aI.ACE WITH PROPOSEU ASPHALT WIDENNG G LAYERS PROPOSED MINIM M, i INCH THICK ASP ALT SURFACE 4wE}r I15E CSEE NOTE E) x. MINIMUM 12 INCHES, OR CTRFATEtR AS NE'CESSMY TO ABUT THE FL`ILL THICKNESS OF EXISTNG ASPHALT LAYERS A$ DETERMINED BY CORFS (SCE NOTE ;3) NOTES. 1. MSPHALT NA'dE.MENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDAMCE WITH (CURREW VDOT PROCEDURES AND BE APPROVED BY T`rfE ENG`NEFR. 2. Tri'- 'AVf.M[-" dT DEEli'.N' FOR A15PHAL F PAVEb N!' WIDENNC `HA<1 ME ;:Y Qi EXC,EEU TH; ()EPTH,1 AJND TYPES OF THE LAYERS OF FXISTfN(F'.t+V{ MEN . SUBSURFACE DRAINAGE OF ME EX15TING ANN PRQF`OSFL1 PA1,rE_;&4T _HALL FEf�:ttiFtl;'.,a,f.�:t) IN THE fr':AV£@vVNT DESIG , 3, A MINIMUM OF THREE COSIES $H&L BE Trth;Elti ALONG THE CENTER OF THE ADJACENT `TRAVEL LANE TO DETERMINE THE TYPE MO i`f11GK E$$ OF EXISTING PAVFr FNT LAYERS T IES-" ORES SHALL Sr SP,%C0 arta MORE THAN SOD FEET APA T., 4., TH7 A IACENT TRAVEL LANE SHALL SE MILLED A MINMUM DEPTH OF ' g/a INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PR)POSE0 PAYEMENT WIDENING SURFACE, COQRSE,UNLFS3 WAVEb B"t 1HE ENGNEEI. . S, TIF ENGINEER CES MAY RELJtliF E Tri MILLING DEPTH QF THE [:?ISTINO PAVEMENT "o BE AIDwLSTED TO ACHIEVE AN ACCEPTA93LE FAWENT CROSS SLOPE Anti EFF""ECMVE 54R A:k ORAINAGE:, E;, EXISTINQ PAVEM;-'Nl MARKINGS AND MA.RLAL t5 INJI IN THE PROJECT LIMITS SHALL 0E RE'STQFJEG SUB4EGT TO ME APPROVA''.. OF IHt; Ef a!NEsrR, T. FINAL. TRANSVERSE: PAVEMENT TIF IN SHALL CONFORM ft] THE: REQ IReMENI's OF x'ECT'Qi}N 515,05(c,)ECff } OF THE `iICAT ICDN, EXCEPT THAT ALL J?DIN'S AT TIE-IN LOCATIONS SHP1-I. FSE' TESTED USrNG ,A 10 FOOT STRiIrHTEDCE iN ACCOR ANICE WITH THE REQJRFMFNTS OF SECTION 315,I ?;a3 OF THE SPFCir"IOAT;ONS, A ASPHALT PAVEMENT WIDENING �FCIfICAii� �EFER�ric�° REV 11/07 FOR WIDENIING SUBJECT TO TRAFFIC :io,.Dz CIG» DEPARTMW Of TRWSPORTA-t^uiia 31s 450 .,M 430 420 410 Ii• 3909+- 50 4" CLASS A3 W/ FIBER MONOLITHIC SIDEWALK • Oil, .� ..� -, ........._... _, 12x 1'2x8" TEE _ (TO BE REPLACED) STA. 10+00 I 10+00 298.00 LF @0.30% 10" DIP ....... 8 in.... x 8 in" ELBOW 8" G V'. STA. 10+32 STA. 10+03 10+50 11+00 E , I , ........... I_..._. 16-001% 11+50 12+00 12+50 13+00 rt PVI STA: 10+84.25 PVI STA: 11+78.43 N PVI ELEV: 417.26 PVI ELEV: 426.45 00 K: 6.00 K: 6.00 co I LVC: 34.50' 00 LVC: 22.50' 00 SSD: 75' _.__ _ _.__. __ ___ __ SSD: 299' _............. ! LOW PT. STA: 10+67.00 HIGH PT. STA: 11+89.68 l LOW PT ELEV: 416.57 HIGH PT ELEV: 427.12 l Ln N O r- O to O to In 61 ` CO to N T t� r o° GBS: 12+05.161 N CO + (DC° 0 + + co N oo N GBE: 428.05 + d ... ...... d ........... ......................... r € d 0 •- w w PROP. GRADE L Ii - w N cii Lir ; M M U U Cii > vi > > m > W EX. U U GRADE vi > &i > l > m > W rn m W IF M W -, ........._... _, 12x 1'2x8" TEE _ (TO BE REPLACED) STA. 10+00 I 10+00 298.00 LF @0.30% 10" DIP ....... 8 in.... x 8 in" ELBOW 8" G V'. STA. 10+32 STA. 10+03 10+50 11+00 E , I , ........... I_..._. 16-001% 11+50 12+00 12+50 13+00 HANDRAIL HR -1 6' -.t--JIM -rF- 6» if PARKING LOT 6 MATCH SLOPE° - 9" MAX 0 N PLAN < o O , Q O b O ° a C0 f 18" MIN / / MONOLITHICE SIDEWALK OR I 6 CG -2 CURB ELEVATED SIDEWALK DETAIL N.T.S. 3.0' 6" SIDEWALK OR LANDSCAPE AREA / -111III �=11IIII SECTION 6.0' 6"X6" NOMINAL PRECAST WHEEL STOP zna d #5 REBAR 24" LONG ELEVATION CONCRETE WHEEL STOP - DETAIL- NTS VDOTGeritral aa"l'< r,<,iIc i_TTI" r(A Notes,. 1) A 4°YfF ':trTil`C witl be required ired tt='lig to the stair of wark and, Cal, bie s P'lie "cir Prior -W dic, Pre- vn.eeting so tl°za" It TTf-ip} be pCes"e$`I:iat<s eft r,i_a. xlrie 's.EZ that &"€y Flsfe;atdt'3ris or t,oDa';rceCn €ou he rii i ris may be ans err d. t ixtr'. :.,iii, 7;.rt&t;<& }`.l t . rT'C t,NiiP„ t;t} ,a11, :; o go oi`Vs.'.P f*rIff .F i%1 .Pitri.slt„>.Ii=t (.<:aC:l impro vel r71'entsn 6,'ithin the ri ht of of y, > idl v; t rk "Ca be constructed to the latest j.OT Road and Bridge arrd Rn,,, d ar"d. bridge Standards 4) All r1E rteriz£ls m li:.. us,, -d in current <3ivd iii :tire, B i l<a .7= wait/ `xi€l lit^ ,-vs in !I'13- SSF3€-r-1 N"I'Itirral € f Ii.fri.Y€s?.tai s s r' .afl<.tC.it iiP'€der 4D1011-IF',Mit..f`rial Division f:: t' t It,(j irkiit,ljrt=,A t; stirs- z%i'�L.d ii ter"vaL1 . Alsop VDOT,nyp; agar vd it ckW,€ hQ «t ailabl,' to x 1i` n .(` jjueat3tms E it c,C}I;ccrI a and viaft ai as requested Lo review, 3) All tra is control will bee per the latest „ -- fition, of the Virginia Alc r <, Area, Manua" or p>::<r the cap pirciv d k4aintenance of 1'rafflc Planhc", ts provided by the dc,,;ri l petro and approved prior to 1.tb r"to€ng to co n.Eta 1_iction. 11'e t ant-ractor vAil have d ;wail ,bl :; ,it iall tiniE s certified perFon a a minitnurn �A,ith BasicTraffic (:(antro l C-�,rzl,i{_ aticin and for ri,of e advanced tr ra . t:€wtruI at iiIdi` i dual an Tra ,tG C 0nlrol Certification i,'>,!ould he 1''it�t£ {iwacl f«`r"' [Tidtd`e xi.IrrllNler l ayoDL1L;a. Allowable viork €hoLii`:)'},ddt be 3 e'iev't d wl€.„'ci permitted fT no, re e recd to rr) the approved plan set. 61 All st't iLiEt-S (DI'S) andcross pipe "g0 have backfill r1esting qtr iT wllt nleed to rte;efi<i'4e� s4t`?Ycu9r"e n,urnber as referred ca 0it the plan showingpro it ; .arid depth ;and location of test f) All r D s .and U D's to be r spe c.ed prior to f;:overtnF, 8) All fill ar _w shall have bac' ;..ill rr aze'rial fror€`i an approved source or a iestud =ail Silo' -sol,lrce nnd -aFl tt-ting reports faar this C3icii:'erial '.'Till need to be at`',. 3cin;'.d .o the 1:7a.a:..li ,".density r€bpo rt s and ca l,rta;il -dill reed to be uvi[abt : °itl;' depth n d location. I CB , t resuIts ;dill need: be made t Vi ppr d the el a ail ill Car k and tt Lltk r` ir€ de irispection, by fit+ OT fi? I3 tt i' prior I -o pl f ieroe of any base stone, Subgrade reports Lill alsr-i, rri e -d 1-o available tar etc>t r?«.«.La.i'ring the sarne da�,' VC)tff rS?Sidor is o ,x. <... 101 Base e s_ ri _ t,: ill i....<.fet to be If) 's ` cted ;Urld fdiept€`i cl` ec: -. d priow to ilo ef"Tient of any l""lahakr , l i�':-I lg, l:ate;d A, xthird rto t s will to Na v°I�l:al� for �Ma :��. F�,�tus to be illi? dr` cTvzJI 4 tlf: ta:Pi$$'.i 'J: I I . � O I . " '. : . - EXPANSION JOINT I EXPANSION DI -3D, 3E, 3F ci- 3.6� 3a, 3C EXPANI�iON KEYED I ,5�-�;�:: �"v, I, I i- - -- i ___Aiz�,� JOINT I J 11 101, FOR DETAILS OF INLET AXN CONSr. S,kR< 0 a`'' ,_AppF1;f:iAEH : 11 0 � - 1-1 1) j„, i I 1, T - , - \, ,,,, .� -_ I l I - I GALYANIZED PLATE FOR TYPE A TO K BENT ON - El ,-N11,K_,N ,�OINT /_FR�MF F� COVEP -BACK OF SIDEWALK - f- UTTER . I I ,�,�,.: , . . �,.i' � � :,__Te�i �,"_`��F,'�.:,�_r� .`:,��n,p M W � UAND IS TO BE ANCHORED il ;� / l 11 n. l�,�,- - . L , .1 ” � _�. p ", AN A 4 SE; STANDARD IC -2, / l;� . �_- - � 11 ,7� 1 VLE OF 68* 3 .,�, . ,�. S�, ?11 - � I �, _ � ,','�:- ; �, ,,,,,,,�,� I ; , - BACK W �- , �; I I �'r � . ; : . .1 ." - ,11 li,� , L l I cc - - _i_ . __ I_ � 7, l I ",.,- ..!; - I , i .1 . - ' --t-'. 4' M , - e I � OF SIDEWALK-/ , -C� - :�,_ , BARS r W � 11 WIT118" X +" STUD SHEAR: COUNECTORS I � .1) __ Z WELI) TO BENT PLATE AT 2 ... C � I , I � z - BARS C � 0 I �,, -,,. . ,�_ -.,. cc I . � I : - - . . l TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 y � ��,, , 1, . I � , I , - ; . . -, - I i �, �:lijtjd,��L i . . ;; . Z F---!. - 0 W ,\ \ -�, - F l : , BAR W W C ,_ . ; " I I r AND CC -7 SID. - t _1-��,7 " ' - -L-11-- ! __�, ,�, ,= � I FOR DETAILS OF INLET I cn - I SAR' 61161161" ", BAR -I - ': I-;- B 0 W j, .�, , � -i -_ --- I - ��_;7, __ - I �; -CAt";, - HARE-NAPF `L-�� 7, ,�� _1,1_71�_. I- . - � `1 0 -, 1 - , , '' " I I � - , � - RS G � - -1, I I - . , - , � 11,� 1, ,.�.'___ A : 'IIIIIJ��'T - Z271 ��IZ�� , �Z�',��/�','��;',,, _7,,��;',�,;' : . . 11 - - I 0 W I FRAME & COVER SEE W 1� TYPE 8 NOSE DETAIL SHALL HE USED `WITH CG - I - tf�,---BAPS F r-r-tl I , ;1 - ,. �, ��, I , , , " ,I � . ___ _1l __j L �___ , __ ('1OTH I I I 1. i . - I'l STANDARD IC-2� 6 W. 0 - 11 Z , �, 8��,A�� -,�-, I I , �'_ 101 ' - -BARS D 4 AI,P CC -6 SPO, I I +[-'t- I I WEEP HOLE, I -: I 1. l�-� �,,',�� ,'�, f� i -A "L',c� �",.�--_�,,:'-�,+�_,,> � I I I I I I I 1 1.1 I I . , - - - � _!,,_ � . 6-� , 6 . I I I I i I i I I - : + 1+ . 1� i I - BARS 8 -: -X I C, W a � I - _ K<' - _ � - . .1, I , � BAR r � -1 ) I I I I I I - , - -_ - --- , I I � , Z . / - U) U L2f/2`X2!/2l'X1/4` � � � , = - - SEE N TE 3 . 111.1-11, ; __ _. 1_1�. _. , "I", _1 I .. ..... __.__-___ ... _ I �i I , � _1Z._. � I �. I -7 , ; " , � �+ I _1 ; I Z: 4; -, , I __�_,_. � Z. i �;" : ,, "I.I.- ...... "'i - -A -_ :4+; ": : : ; 11 I -- I . , � , i� � _ . -�. � I I , f/e, GALVANIZED - � 'n 0 . - 'f " "" - -l_ - 1� r , Q I I I r T< � 0 ,` I I -I �, -1: t,'��,i 1 1-7 1 . . 'I'll � � - � 4, I � i i - I - I . . . - ,t_.__1__4 --- L -L I I I I I I I I -1 - 5�.X 1 7/ 1 - a- 1 - l 10 I i I I I I I I ,,I I I I I I I I I I I I I I I I I ,� x � •� T I � I'll i ........... i i .. ... . ....... ..... 11 ... . .................. 1.11,11.11, ... ; � - ....... I I . >_ BENF PLAT " ( 1111 III f l . t ,W I I , - . js�ll I , I 1.-1 I 1-11 �_ � - . I I . I � I 11 4 I i I � 1i 1, k I ..... � .... . .......... � .... : .......... � " s _,,� FFFFFFfF l a:, __ " I , I= a� 111111 11 -4 e ; - j I 11 �_ L a,R A STEPS -5�_ I 8`R- 11. , I l=`, L - - OAR F ; L � N D 0 - - C4 - i� �� te", D I NOTE 5 � - , I 111- 1,11. I I �°.,,., . ; -I'l "; . ", -11 I l I -11l, . � �, � C I � I, 1, I 11. , , , � I I . \ / - t T , I � I I - I I I I I I I I - - = . /' . �- . . , 01--, ., . v i .. . ; i . I11� 1�- . , �� ........ I - - _ _= 4 " I I L I FACE OF CURB -/ I _�_ - _ � 1, �1�1_; . � i . . �� - - '. , , [LI 2�_ . - - , � 11 � I 1��, I , f 1_�__ �71111�___ CUTTER . tz I I 11 BAR F 8 R - CONTROL ,Jolt � AR A OL J Q I NT QR. A C K I 4'-Q" M CONTROL - . I : _,__ I , q . � -, j li_� AC JOINT TYPE A TYPE B 31-011 . SECTION A -A . GUTTER � mi�+ - , . �11_--l- CRACK CONTROL JOINT — - STUD SHEAR , 11 - Y2:` X 4* C PLAN I 1 x_v' 1 x I _,_ . I CONNECTOR WELDED TO 1r), m- I " ill 2., � - [--A T I � '_ I _ ANGLE IRON AT 2'0 Q— 11 - 'N,,�P� I;, "," .. :" " � � '1_ �______, IN=` ` 6, MJN� L-VARIAGLE - MAX, 20' " '0, -1 _:,��,��,�O� %liL;", � _i�:2` I , � - I �� PLAN _I � I- 1 - 61MN t /, , __ N I - I � - I., ED I " ii I i�. ��'. 11 I- 10'MAX. 11 "I 7 �.O, l I I CUTTER I ", I , � .l. I 110� �IAZ_.� NOSE DETAJLS; l '81 21 Ell all . 2" 1 1 1 1, �_� r-- B - APPROACH -VARIABLE - MAX. 20' 1� I : ;; < BAR$ A / - r�l __ --- T_ L .--------- - ",I cli I � �C_ _..., I 'APPR.PAVEMENT I I M ,` /� \ VT TER � I I �_ -i - 1, .- , - I � . I -,,,, -, �- ii�. __ - ala 3'_g, � ., - , , 8'. . / , I .- I _ �!. �. � __ _ - , -,� , -, 1 l-,, 2'-6` - �_ _11 / I �', ,/ , - - ", - , " \ � 2`0` 81 - -- 11 I 1 A 11.10 _---q �) V , , 'i il�,/ / � � / -, .:,--_----- --- - _, - , �', I I -1 .1 �j A I - � , - __---q�q _ " , � m WARPED PAVEMENT I . ,</ ,� '% I , I , . I , - � : - , I IN 1 5c 1 , 'T, . ? , ,�'.' " , - I - I - - . I / '- F-01- r �� r)P-B . , " III � - T_ - -, , N I = I - - - - , " M I -111 11 I � � . . ,'� I , ,,� " . ,\ . I I ,!.. C __ - , _'___� / /I \ I , , , _�A --- � _L .4 - . I I , / � , - - I ---------T I � I . I q I -I , , " � , ,I _ _� __ - - - � - __� I - I , , ,, - I I "I - . � , . 1%, � "I .�/ ,�, ll, I � - 4- _,� ': , I , ;1 - q . I . �, I , - - 2`1,/ r� BARS F - BARS F_ L_ B 0i - . .. 1;, I/ I " " Da - B AR __ � . 1� ; " , / / . � .. 11 � : : . I 11 : t , I I . �� " " , . I - , � � I / -, , -\ `�� 14!1/1 I ... I , ,� , , , , , � '' 1, . I I 11/,�/�, . . I I- = I - - , , I - BARS 6 : 11* ; '. I . I � � 1, �, __� - - �1� 4 _;� 3" DIAMETER : * i S 13 __===5�7�::__ _... .. ., � I FRONT ELEVATION ,�, - -a- is" I � I � I I I I .,/ / : ; �11 �1� : � 11 � . . T —2-f �_QAR 1�1 V�011 ARTS F_1_Z_ - : . / ", ; , , � � 1, " " � . I L -BAR F � I � � I I 11 , � p, '.��,,i 1� , . I '11, . . \�� " ,,, - _3" �! 6' � � I I I., , - . " . . , � 4 . ' " � vl � " " ; ", 11 % . " � ; . . - ,,,, �I� APPROACH GUTTER I - - - IGI�TTEP REIAOVED� - : �! ; " . . , . . - : � I . I I I,/ , . . � 2�4)ll - 0- il f�3 �1 � . � ,`�� 1, �' . . I - 311 � DIAMETER V, . /4 " I . I 1. ,; ,_". "' I l , � l , , -1 , - �, , I � . I , � .� ", . � I , � � , ,. . . I . l e � . l � . . � % , - P HOLE - I . I . i 2- � I 1110' KEYED CON$TR� JOINT i i - . . � � % � I I . I � � , . . IWE " WARPED GUTTER , SEICTION B -B . . . � � . , � , . . S w,x� PLATF - I . l _�.:_: : ; . . I : l -_ � __ _ . . ,-, . . . BAR$ /4" BENT _� i 3 I � f % � . . z q ;i � -11 , 1, __ I . _, . I . . _z I - � � H041E 8, L,,.- A 1_ k 1, ", �, _:,L I . z . : � q 1 � [ L_ _j 1 - F� F e , . . - I I 11, 8A I � _ . . _ ! i . , . , . I 1 � � "I � _ I �__�. 1 � � � , . . . . i I. � , _ I ,_ . ; 1 - __ � . i I - , 11 - , � L;, i , ., ;BARS Ei- WITHOU I I , I . �_ � I __ " -- -- , � , _ I __� I . . 1. ., . , _ I ____ . I . . — - _ I - . F � I— __ I 1111---j- � 1 8, � KEYED QAR13 A � '/4 - R� � I I i Ir: �' " I I �: -11-- I—- 3,-___ - ^ BARS C&:H� I_21/2,�/ ... / I �� - � 1- 1-11 I . . . . , APPROACH ' \ ,j -, "; , '�'�, ., ,, 1 . . I A : IONST� JT,j ACK GUTTER TYPE A NOSE DET,NL SHALL BE USED WITH CLG-3 & CG -7 STANDARDS. �J,/, " I .i . . ��i ij 4 � i ,. , l �' � i 11?� I � . BARS F BAR ,�� JAL ,+A ' � I 1_1-1- ....... I'll. , , �, ;. � .�, ". ; " : :� �. � I - - - � ., z . . � ; . i � ; I ARG -\� lj,� WITH GC -2 & CC -6 S744DARDS.`'--€� i- I �_ — - s D \ TYPE B , /Z` X 4" �TvD �LiEAR COLINF�;TOR INFLDEC, � i N I FRONT ELEVATION 9�i; � TYPE S NOSE DETAIL SHALL BE USED TYPE A , __M BARS E � 5 _112�j �1:��, .- . I � I 1.1- - �- � . : - � 4- � . � MV 11-81, all au _____ __ GALVANIZED PLATE FOR TYPE A TO CE BENT ON Ata ANGLE OF 68',W TO ANGLE !RQN AT 2'C -C. � � � - I - � � � - � � � � I 11 - L (GUTTER REMOVED) E , — .,�- I . , t�JE. . . . . . iONt,lZCTORS LAID �1_ TO RE ANCHORED WITH 1/,- X 4-l' STUD SHEAR . i . 3'-O" L PLATE AT 2' C -C. ------------------------.�-..----.-..--..�--���.����- \ . I : ; q . . I , BAR C- ILI. SUBBASE INE FiED TO 9Uff * 21, 1, I . . . . I. IMENT � . . ;�, , . . , BARS " . , : : - " I . . � I . ,\ HARDWARE CLOTH 4 � I I I . . . : - - , - I . L � W.IRPED PNVEMCNT : � . I i . . I I., I I I I I- I- ,", __ . I . . - SECTION B-13 t i�- ,_ . I L �_38 ---,I L DI -3C -3A I "..".111111 Z � � , " DIAMETER D! C : DI -3F E � i� 9 - DI -3D �, r I DI -3E 5 + � \_ EE E i . 11, L . : . : ,� ; - 1Z NOTE 5- P I . . . . 11, L -t � ". I SEE NATE a. o I � fll� I I �, '� . . T . -Lt � / , . . 1% , i I i � � _ I � ; 2 : I . � I I I'd )I,'I � � 14 ,/,� " I � �,�,, �,� : , � __�� I I � ! I - .- - I,j . �� z Ll_// � - __ . � F --I . . I - - \ - / /� _ I , � - __ - '111111, I 11 I 11 , � - . : ; . , r - -�, � � `� - -1-1- 1..1_---'____ --- --- - ----- __ ---- ___ --- ----- 1."','12�1Y =-41--1, . - I d I � � � V � � . . )LL -1-1 1 141, 1. F 1. 4. � � L',_�, " �"11_._ I --- ,. � � - M I . : . ; . . .. - , . . I . ; i : _______________ � = I — I I : I . .� - I ; . . . . - - . . . � � . F L -UIV F F� 0 : . i . !_ - - - . I . : I ; . I I . .�- - 1, . �, � l'. � � , I : . . � . , . I— - , � �_N I 11_1�y �_t �1_ : � . . I I I I i � � : �, _� � � I i 1.2.: I- M ! m f_LOW f= '" , * , '' i - : � i I i �. I— ___ - - � - ,Il- i I . I I - � FLOW I I L�Qw - I - �- �,� I - j DETAIL WHEN USED . I- - -- ---------- - - - ------- - - - - -- ,----- . I � 81l 51 0.1 �a , - n . � � I I __ - I- .- — � �,-,,-�,..,�j 1 ; ' I , 1 41, S i - -, : ; : , �__ _ ; - -_ FOR LITE IN SAGS L_6�__4�4 i �, - � � ; I BOTS SIDES TO BE - FOR r�['�,E IR SAO:, WITHOUT GUTTER I I I I K .L-- 0 SYMMETRICAL SECTION A -A BOTH SIDES TQ BE SVAAETRICAL I UQ1 �Q I - ... . .... _-____...T_ ..... .... .. . ........... � ...... �........�..���-�����....-...,...-...,_--�------- -------------L--- . ........... I .... I ...... � . ........ ____ I— -111- ____ -, ___.__.____._,._,______ . ..... -.,.- - - ---------- .,_____ - - --------- �-�-��-�.--,..-----,,--------.-..- . - — I . SPECIFICATION XVMT VDOT ISFFCIFTCAT�,a�,,' � .�� I - 1i � I ,.� I . � : E, i: � I : REFERENC FERENCE . l;, Y ,,'. � � , , 1. . . : ;__ _ . -1 1. � . ; r: ... � I-, ;. � . ...... . . ; I - E N 1 STANDARD CURB DROP INLET (WITH UTILITY SPACE) p P INLET � ; . 1 . I � � , t, ,�, i I i� .�, . l . . . � I . .. . _ � ; V I - e . . �, � �'. , ; 7 , . I ': I � : . : � " ; I � , I i I : ; I 11 / I � q -1 I � � "I - - ,o ,� � _�, � �11. , '' AD AND BRIDGE STANDARDS R�,,,A�� A�4() �RIDGE STANDARDS �' _', - ,,?�i%' - � , , , � , , , ,-; � _. , _� "' . , , I , , , � ,,,�� . . . H ' - 8' 233 . I I � REVISlQ �_, 12" - 30" PIPE, MAXIMUM DEPTH (H) . ,'�A'j,l?'�.,' 11 �- 12" - 3011 PIPE: MAXIMUM DEPTH (H) - 8' DATE I SHEET I or 2 SHE E T I OFF REVISX�N DATE .. . 233 . :�,'� � ,-02 . I 302 � I I 3102 09�ItO VRGINIA DEPARTMENT OF TRANSPCRTA7iON . . , ll 1�, �, I 'I, . . � . . I - I VIRGINIA DEPARTMENT OF TIRMSPORTATION 1 104,12 101,0�wI IS -1 I I $1-1 " '�' - I 1 T I ` 4 - I - ` � - I _L L' 7- 1 #4F 1 �' - - 0 � - ( .�'-_"*'. ' 401- TYPE 8 _V_ SHEAR DEO TO ""_,_ _ - API _ . W, - , . . _ _` - i_��'_, I __j - - - -,! -1-V . _� I =--A ' / -i 1,� � - _i===7� � _ __ - 1 3" .z V,F1 C14f � _D'. - "'I: — 1�1_ F� = \ d ::Rl y J H G F [a N C I A �1� �,11 . ', \ , � -� I � I �1_ . ,�. �,_��'_"�, � 11 � ,,��. � � 1. . . - C. I � --,- , ,� -- - , � � . � , , � ,�, " 5 4 TRANSITION 6 "Ill � PIPE DIAMETE ""� � BETWEEN RS WHEN DIFFERENT O PIPES ARE ENCOUNTEREQ�._ T, .I . I ----------_____— I 11 SHAPE TO ELEVATION _ OF MID -POINT 01 I LARGEST PIPE. jo SHAPE TO I CONTOURI I OF PIPE .. - I - I . I - I I � , - A- 1. I ' V7 " � / �/ I - I 1�/ I � 11 // ,\ .. - Y I A E I/ V I / I NIFF _SLOOUTLET PIPPE TO BRAIN To INVERT -17 E SECTION A -A OF hETHCID LIF NT IN DROP INLETS I & . - --------------- �_ � . . . I \ NOTES: I \ SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH I \ THIS DRAWING 15 TO APPL7IJCTI,JRE5 SPECIFIED 11 SLOPE TO DRAM ON PLANE OR WHERE INVERT OF PIPE IS ABOVE NVERT OF 1-11 \ � - - INVERT OF 1 � To STRUCTURE. 11 OUTLET PIPE I I 11 . MANHOLE OR CROP INLET 13 TO BE FORMED AND CONSTRUCTED � IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. � THE INVERT SHAPING AS DETAILED HEREON IS TO CON515T OF A I P RETE MIX CONFORMING 10 CLASS A3 OR f , & , ��;' 11-1 . CLASS C1 EXCEPT THAT 25;� OF COARSE AGGREGATE MAY BE 1',!-�.:l r;k:_: ., 2 � , � . �, �. 4 I - �-,, . . UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, I ( .- �i.�'. Ill :. , Z. , BO R BLOCK, THE. SURFACE i, I SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I j � OF THE COARSE GEATE SHALL REMAIN EXPOSED. . A 1 4 a � DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE -1 � r � . . , � I , - - - --- PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO OF SHAPED I INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET COWGURATION AND FLOW LINES, SECTION B -B PLAN METHOD OF TREATMENT IN MANHOLES xvocrr F SHAPING — RFfF . RENCESPECIFICATION ROAD MINV' D BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET I OF I REVISION DATE 302 I 106.OB VIRGINIA OLPARIMENT OF TRANSPORTATION - I I cr,-Il x1 I 3t I A AL (RADIUS TO BE ASI C zxSTREET APPROACH SAME SURFACING AS MAINLINE ROADWAY (SEE NOTE 3) _><" '_ I I ft .,.I� I I , I " � � C ,.______� - , ,-,� ,-�Z-_- ��__ � � - -_ -_ ' - 1--�EFECrABLE WAW -04G -,I--- Af BACK OF CURB ��Z�::`��z SEE NOTE 12. ---_.__ - _____ I- SHOWN ON 14W'.) (n 1 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 1 1 (RAUIj- TO RF AS OR CG -7, THE CURB FACE ON THIS STANDARD IS TO 53Y 6 x — LOW - ] SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB : �4 6"' � Cfl2 IR fI L CONFIGURATION. /(. V-611 V_61' � F ) - - - - .�, / lvel 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN 70 ME -11 19 �l lb SIDEWALK U BED WITH THIS STANDARD. - - - -- -1�1-0 AI _—, - - t ; 62 ; 1 �SEE IN I , - - - - - L11 I �I E2 OTE 5) � a� ' OFTONAL UNPAVED SPACE � I V) FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT MY SUBGRADE STABILIZATION � E: - = ________r4 ___ - i REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION 0 F6 EXPANSION OMITTED IN THE ENTRANCE.? 4QIfIT-_._ I I � JOINT - 4. RPDOL CURB QR QOMBIHNTION CURB MU CUTTER mm - - - . ---.-.----.--- I I,----- - ROQ70) BEYaNO THE RIW LINIE NOTE: WIDTH "B" 2'-O" OR AS"' MAINLINE ROADWAY MENT PURPOSES. SHOWN ON TYPICAL SECTION. A--,-rJ(' 10 01 PLAN VIEW ENTRANCE I i:-- 11 5� )ACE 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE ITHE Z _j TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUIGK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR I B 10'PARABOLIC CURVE LENTRANCE ONLY) - WITHIN THE LIMITS OF THE RADIISHOULD 13E INCREASED TO 7". (SEE CG -13) # - I'. 1, � � NO. 6 GALVANIZED STEEL STEP +1460MIAOM IW, REJWfX4CfQ ROD ENCASED IN A M SRESISTANT PAMSER OR OTHER MATERIAL ARNMED SY THE ENOMR, TOWNSIDIN MAY VARY WITH MANUIFAClURERIS IJE1510N) McAQ RESISTMT --- TERIAL , kL I"FORCINO ROD MINIMUM OF 311 EMSEDWENT a CAL SECTION NOTE& STEPS WILL BE REQUIRED IN ALL STRUCTMES WITH A DEPTH OF ,_ 4 011' OR GREATER UNLESS OTHERWISE NOTED ON THE A -41S. ALL STEPS SHALL PROTRUDE 4%` FROM R"E FACE OF STRUCTURE WALL. MAXWUM STEP SPACING TO HE 16" C -C. EXTENPS STESHALFROM � , WITHSTANO AFACE OF 1MINA" FORCSVPKIRTE Of 300 PNOS EN DED 4!(a" THE 14E . MWIH STEPS POW TO BE VMMALLY AL"ED AND LIWORMALY SPAM FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST N FLAG , &MORTARED INTO HOLES PROVIDED BY THE FAMICATOR, OR VEN. $TEn WFLFdNQ [N O*&WON5,CONF"RATlOKQR MAIL RIALS FROM THOSE SHOWN MAY ALSO BE ILISCID PROVIDED THEY MEET THE WINIMUM REOLAREMEMTS SHOWN HEREON NO THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HM RECEIVED WRITTEN APPROVAL FROM THE ENWER FOR THE USE OF SUCH STEPS ALL STEPS INSTALLED SHALL BE PRDVHXD WITH SLIP-RES(STANT SURFACES S" AS BUT NOT LLMMD T0,00IRRUICATED KNUKED, OR DO&ILIED WACES- ALk.'MINUIM STEPS SHALL BE FABRICATED IN ACCORDANCE W11H ASTM 8221, ALLOY 6005 -TS, THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL DIE UWORMLY COATED WITH A BTFUMIUMS, SOLVENT TYPE, ASBESTOS FILLED ALOIIIINIJIM PM4ENTED COATING COIFORMNR s TO FEDERAL SPECIFICATION TG -C -00498A A�V . C)ar ROAD AM BRM STANDARDS VIRGOM UVMTWN( OF TRANSPORTATMIN REVISION DATE I SHEET A OF 1 — CG -12 I GENERAL NQ TESD 1. !`;E UFTECTABLE INARNNC SHALL 131 PROVIDED BY 7RONCATED DOMES. 2. DE T [C - TAU! E 4ARNING TO ��E CLASS A 3 CONCRETE (CLASS A 4 IF FIRCCA->TY 01RESSTANT �NTECRN_ SURFACE COVERIN- THE FLA 160TH CF THE '14111�4 SL 'I RAMP FLOOR BY'2 FOOT IN LENG7,H IN THE 6iRFCT:MJ OF Pe,OESTR:A.N TRAVEi_ OTHER TYPES OF MATERIAL WiTI,-j TNF TRUNCATED COMES DEIECTAELF `NAR NiNG MA, OF, ,JSFD WITH THE APPROVAL QF THE ElqGINEER I Pi RAMP MAY BE POURED NIONGLITHICALLY 'MTH RAMP 3. SLOP,' ' SIDES OF, CUR, ' BY UQ PERMIS52LE CONSTRUCTiON JOINT WITH REQ10'RED 6ARS. FL.GC�Rl OF, I 4, IF RA P FLOOR K, PREQA,5T, HOI,E5 kI,15T B- PROVIDED FOR UQ1WF,, F3AM� ,.-,Q . M , 11 tl. L THAT ADJONINC Ft,ARFD -,IUES CAN 8E CAI�,T IN PLACE AFT_R PLAEMENT OF PRECA " S7 RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A- 4. 5. REOIJINED BARS ARE TO OF NO. ,5 X 8" PLACE� I'CENIER TO CENTER ALONG POrH SIDES OP fH', R,',JAP Fl - OCR ' VDDtIlrk OF RN.ill :100R. MINIMUM CONCRETE COVER TV,,". 6. CURD / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURET R.41ps ARE INCLUDED N RAYME,�T FOR CURB f CURB AND GUTTER, ','. CURB R,AMAR` tO BE LOCATED 45 SHOWN ON IHE PLANS ORAS UlR'E,:_E'_' 2 By Tui EN81 . I,XE�t. THEY ARE TO BE PROVIDCO AT jt��IE,R,3CrTIONS l.VHER7_Vt1'R AN ACCESSO E ROUTE WITHN THE MGH" OF 'NAY -W- A HIGHWAY FACILI-Y - - CFOSSEI,� A �JRB REGARDLESS OF WHE THER SOEWALK IS EXISHNG, PROPOSED, ' DR YNONEXISE�hT THEY MUST B_ LOGAT ED IMITHN PEDESTRIAN CROSSWALKS AS aHD54N ON PL DIRECTED tANS D BY TH ENCIN---F, AND SHOULD NOr EE $1 .�1,111 1�ri ""STINQ I,-OCATE _� D',,,_'m�,� L2147 PQ? ESjIRE HYDRANTS, DROP INI_-:Tl,, F,TO. ACCES$18I,F ROUT,-, PROVIDE ACQNT1N',)()ijS UN08SDRCCT CD, STABLE, FIRM N.4r) SLIP R-SISTANT .PA H CONNCC-TING 'N -i - I '. ACCESSIBLE EL.EkiFNTS OF A FACLHY THAT C41 BF APPROACHEI),ENTERED Ar,R L;SBCi P1 PEDESTRIANS, OP IAN "NTIAL SECTOCNIS PROVIDED rHA 8RAMPS ,,JAY eC PLAN CED OI,I RADIA,- C, - THE CURO UPET,ITIC; 113 PLACED '41'HIN THE LmTS v- THE CROSSWALK AND, �"� I I I :-i \ , lk ��___ 4 1 81 -I- I !!__ MAY, t 10'1 TYPE A PERPENDICULAR I , _�__ A' 1� "I - " ��<,�wA,� I 'y I,OR I �, 1 1 1 1 " I '?�,�_'�'- - - -_ _ � � TYPE 8 PARALLEL � Ill, -1 " , , , "I . X I , N " 12 1�1 i- 011 A)( V, _ ,- -A�, y ,ill 51 �1141N V \ y 71*11N I .- __ -11 1. ,I — I U- ' . I '. 11 � _ I. I 'Y - - , -1 , ;,"' H10HER THAN ' EDGE CSE PAVEMENT . . EDGE OF PAVEMENT OR I -if Si Oi�?E kf HE ( N OF T PENING IS Z 8 1 MAX. D - � AV X X � SAM� A',, TOP OF CURB NGE 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF AL FLOW HAI r', � r CONN ,HE CURB OE OPTION& FLOW LINE W LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS pl� _RPENDICULAR TO THE CURB. I (SEE - - - - - -----.- NOTE 7) THE ENTRANCE- TYPE C , MAINLINE ROADWAY - THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES D. TYPCe%i CONCREE SDEWALK IS 4" IHICK. WHEN ]HE CNIRANCE RADIif.;N1'NOI 8x MAX,1 __ ___ - 0 ACCOMMODATE THE I'Ll'iNNO RE QUIRE I,iEN IS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR ! SL &HANOF . "D" ARE: LISTED IN THE ALLOWABLE ENTRANCE GRAD1 TRAFFIC, REFZR TO STANDARD CC -13, COMMERCIAL ENTRANCE cHEAVY ; -----,-Q TABLE, THESE VALUES ARE NOT APPLICABLE TO STIREET TRUCK TRAFF'C) FOR CONCRETE DEPTH. CONNECTIONS, � _S` MI - , 20'MINIWU 10. YflfEN CURB RAMPS ARE USED IN CONJUNCTION WITH A ARED USE PATIL � INTERSECTION NOTES T,iE UNIMUM WIDDl S'HAJ. BE THF WIDTH ClF TflE 5HARED USE PATH � 11. WHEN ON_l ONE CURB RAMP IS PROVIDED FOR TWO CROSSNI`S (D.ACOAJ�i_), 14 1 a. WHEN CG -1115 USED FOR STREET CONNECTIONS, THE A -"x 4'1_A�4DNG AR'_A ��.ALL 8F.. pRovilim io mAN�CVE'R A WHEELCHNF4R C.flNS`FRUCT GRADE INTO 7 ,, 11NAY. �HIS CHANGES WITH A PARABOLIC CURVE. CUNNECT[QN MUST BE DESIGNED IN ACCORDANCE WLTH p, HE CR 05SWALK WITHOUT GOING INTO THE TRAVE 4'x 4' PASHTO PAUICY PND HE APPLICAOLE REGIOREMENIFS LAND 6; i,REA SAA INCLUDE NE GuTT,�R CAN. I /_'TRUNCATED DM,iE �n� I OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING 12� AL! QA'SES WHERE CURB RAMPS Ikr_M$EC I A RAMAL, 5ECTION QF� SECTION A - A EIGHT DISTANCE REQUIREMENTS. � 16'-2°4" ; C -C I CURG AT FNTRA1,CCS OR STR�_ET CON1,1CCHONIS THE Q,;jCCTAqLC --I �_, ,YARmN(, S:WAC_ ,'IIALL HAVE A FACTORY b '� RA011,)S OR UE �IELD __ -.—,::T) I " --------,F REQUIRE WARPING CFA �, - THE O - � 9. OPTIONAL FLOWLINE MAY , -Nol) r�� V .4,13 RECOMMENDED BY : MANUFACTURER F , MATCH \/_ j - 4' PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE TuE -?ACK QF CURD. 1L,T " ACROSS THE INTERSECTION. ----.----,--------..-..-.-,-�-.- I " '<N ALLOWABLE ENTRANCE GRADE CHANGES \ N 'iZ' N;i��, �,iw� ( , C � ", i � -1 - � I "'Al"W" , , . ,,. iv - - ro Q Cl 0 0 0 1 0 2' 8 ,-- -- I , \ �n ,, ri��i �,,.. �._-.,,�� .... L_� I I - z I I I , _V ". 1 , , — - CI .. ,_ -,;, `,, K 'AS, , �!,. , t" � , , ,,� , � h:� t� , , � 11. � ___ �H.E.S.) ,�",\` , , yl_ - - � CO SECTION C -C _. , , , , , _____ GRADE, CHANGE I V, � - = - - _><" '_ I I ft .,.I� I I , I " � � C ,.______� - , ,-,� ,-�Z-_- ��__ � � - -_ -_ ' - 1--�EFECrABLE WAW -04G -,I--- Af BACK OF CURB ��Z�::`��z SEE NOTE 12. ---_.__ - _____ t - , , I jo C) a 0 0 a 0 r) Q �\_/ -'/ C F -- . , 0 * n ,-, 0 0 '.) 'D ,__ � 5 Q /. F. FA ,',11AP,FT R 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - �- -I1-5`� �,k,V R . ...... T — Ij = - ___1_1 N� I 0. T, - I 1, , I LAS- � - VARIABLE �'ULL WIDTH OF RAW1 FLOOR , I i� flAS- DIAMETER I PAY tflWTS 1 MAX DZSIRABLE I MAXIMUM ___ __ ------------r MORE THAN 150(i VPD HIGH - 0 11 I 3 x MEDIUM 500-1500 VPD 53Y 6 x — LOW _11� 6 % 8,% - DETECTABLE WARNING TRUNCATED C�OIv1E NGTEE ALLOWABLE ENTRANCE GRADE FABLE IS NOTABLE WARNING rPPucAaLE TQ T CONNECTIONS INSTALLED ON A RADIUS DE TAIL DE DETAIL SPECIFICATION E)C-r VDCOT $PEOFICATION XV CC -12 DETECTABLE WARNING SURFACE ................. ROAD AND BRIDGE STANDARDS ROAD ANI) BROGE S�AIND.�,Ros (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE 20-3.04 203,05 SHEET I OF 5 REVISION DATE (GENERAL NOTES) N5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I I �/Ii 'VIRGINIA CEPARTMEN! OF FR,44SPOFITATiON 502 1 1 A L I i r—m TAPER OR TOP UNIT 105 302 FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL NOTES- PRECAST" SEE SHEETS 103.01-143.11 SPACER UNIT Law I aREBUCER STEEL E . MONOLITHIC BASE 0 . . � - = - - I I I W 11 *1; ,,, I APE G -C I PRECAST MANF[C�LE VIRGINIA DEPARTMENT OF TRANSPORTATION PLAN VIEW WELDED WIRE FABRIC 6 X 6 - W2.1 X W2.1 5ECTION A -A *101-01 C -C MAXIMUM TYPICAL SPAC14G BE [WEEN ANCHOR LIJICS, ANCHOR LUG IS TO BE. A MAXIWM OF 21 rROM END Or CHANNEL - i PECIFICATFDN REFERENCE 502 mammmmux=mwmmmxgwnuuuums" A I SECTION S -B FOR 12" — 24" PIPE VIRCINIA, DEFMTMENT OF TRANSPORTATION IF MH -2 ROAD ANO eRIDGE STANDARDS REVIS104 GATE I SHEET 1 OF I FG -4 I I I I 1 , RCING STEEL MARX No. 1 LENGTHSPAC 20 1 1V211 ,,,, 11 *1; ,,, I APE G -C F 3 T.2' I V -11L NOTE-• 4' 4" - STRAGNT G 9 11-51, 11-51, : �4 6"' � STRAIGHT DOWEL 10 V-611 V_61' 24 .�, S NO. SHOWN ARE FOR ONE ANCHOR LUG. CURTAIN WALL AND JONT. APPROXIMATE: QUANTITIES I I Q 2 JV2.-I - 10,02 1 — H CLASS A3 REINFORCING OF FLUME,. CONCRETE STEDL NOTE-• CU. YUS, L. ANCHOR 24 0,0208 2.0 0/211 I 0�0216 4134 I LUG CURTAIN 24 0.0149 8.51 lvel OLIOD S.51 WALL JOINT 24 _—, - - t ; 62 ; 1 0 / I \\ �I E2 < r5l". 1 b7il ri I t 01h.- I — REFLECTING TOMORROW www.balzer.cc Staunton N New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K I - ,,�,�, � F 0 p $. ,-' , I P " -* / / , / ��, , "" / � , , ,�, I ',� . 1 - f 0 I ; Z 0 ' , _' - , I i " I / 1-1 -W, / -, I / ,7- , -0 ' ,, / " _ , I � t - ,/-,._- , e C�_),�,. ,,/' t� - 'D. Kent O'Donohue, Jr? Lic. No. 0406001683 ,,,,, r, C) ,77 05-04-2017 1 J 1) . . PIRq FA FA 11-- (D 0 cr- 0� > II-_ - co >- F) F -- ILLI Z :D _j I 0 5; C) ____ � U) W *-5 DOWELS, 8" LONG -*" - PERMISSSLE t2ll 4 0 F__ - I AT 1211 C_ CONSTRUCTION -.6- ,- I _�_ 5l MIN, JOINT �2, 1 MAX.- \ I - _j C -\ �_ fl� 0 < 12:1 MAX 11 _ ' ?� B --'\ - 72--1 11A. � - - I, , --- — . _ N L11 - - il U) W . ITH BuFFER STRIP No 120 __�1111 A - W - I .. . � RAMP I I : - - 5' I,im E < I — co (SEE TASLE1 (SEE TABLE) 40. \ A _..;�� ��i - 12:1 MAX_ �11 I T"CATED DOMES \ �,'�, SEE SHEET I OF 5 FOR UETALS 1 2 \ "_', .bi " SHAPE A MATCH FACE ___1 � , - -11 __� .11 -.-.-.---,-- � � ..... ,- I OF ROADWAY CURB - I,MAITH BUFFER STRIP �A_T , ; I . - a ' 40�q 1 Z011 - - I �LAX_ -- 5, wN j_ , _ #_M_W_W*W_�_A va,� 11" � % _--_________ I2il MAX, 4 - - J 1 I ... __ .17��__ -, SECTION A -A - - D FFER STRIP x WITHOUT BU /- PERV6SISLE -4 r � DKO / CONSTRUC DRAWN BY CRGS5WALX T�ONI ,*_ j0JNT 0 , - _i�;q _,___ �,�,�� i'm =, U) III 71_1_1_114__111z,.4� L,_,_--_"____ " , , ,, - - I ... ... '_ - __� �, CU P __ 11� I = I I ,` IS �_- =_=- - - - . �' I' `)::�j ----------------A DESIGNED BY DKO -1 - I --- ---I- CRO55WALK SECTION B -B 11 � I � ,��-, ,6, I CHECKED BY WSM ��_ 4 "� `,� "' A 4'��QWRE LAMX4 JnA n R .1 OUTSZE OF TRAvi�LwAY SWILL bi, PROVKWO FOR 11 PERFENOICUI.AR CR05SWXY. CROSSWALK I- MIH N TIC MARWED DATE 09-07-2016 NOTESt FOR GENERAL NOTES ON THE DE'TECTABI_E WARNING SURFACE. , CROSSWALK ARE� SEE SHEET I OF 5. ,�,� �, 'y TYPICAL PLACEMENT J;:1 LENGTH Or A PARA -LEL RAMP . C 15 LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION , SCALE- N/A SLOPE, I—- OIlRe — . WITHIN CROSSWALK - ZBWFFR SrRp TYPE 8 PARALLEL \ I 5'SlD�WALK I APPLICATION I �_ ,,, - - I MINIMUM RAMP LENGTH - - � -26-2016 ARB ROADWAY GRADE __1 �� �& 09 N F T ' DIAGONAL PLACEMENT -111 -1, REVISIONS: � IN PERCENT I Q 2 JV2.-I - 10,02 1 41, CURB H 1=1� _, 0.425 SQUARE YARDS SURFACE AREA PER LINEAR FWT OF FLUME,. --- 1 5 NOTE-• — 2 5 DOWELS TO BE LOCATED AT ALL REQUIRED JOINTS. --- 5 6 K VALUE - 128 4 a FOR DETAILS OF PRE SFLLOLrTS FOR 24" CULVERTS, SEE STAMDARD Uf7,W#jGS PS -2 MD FS -3, - 10 ^ V j 1-5 6 i_ 1 15 BARS G 2 I , G 0 / I \\ < / \ I I I CURTAN WALL �z SECIION C -C r) ^100 < LL_ 0 ry < Cr) --- I I'll NVIOUT ROAD AM BRIDGE STANDARDS O� RLVIWN DATE SHEET I Of I ::) 0 10 01 F - ED 17 0 Q Z I i:-- 11 5� )ACE Z _j PIRq FA FA 11-- (D 0 cr- 0� > II-_ - co >- F) F -- ILLI Z :D _j I 0 5; C) ____ � U) W *-5 DOWELS, 8" LONG -*" - PERMISSSLE t2ll 4 0 F__ - I AT 1211 C_ CONSTRUCTION -.6- ,- I _�_ 5l MIN, JOINT �2, 1 MAX.- \ I - _j C -\ �_ fl� 0 < 12:1 MAX 11 _ ' ?� B --'\ - 72--1 11A. � - - I, , --- — . _ N L11 - - il U) W . ITH BuFFER STRIP No 120 __�1111 A - W - I .. . � RAMP I I : - - 5' I,im E < I — co (SEE TASLE1 (SEE TABLE) 40. \ A _..;�� ��i - 12:1 MAX_ �11 I T"CATED DOMES \ �,'�, SEE SHEET I OF 5 FOR UETALS 1 2 \ "_', .bi " SHAPE A MATCH FACE ___1 � , - -11 __� .11 -.-.-.---,-- � � ..... ,- I OF ROADWAY CURB - I,MAITH BUFFER STRIP �A_T , ; I . - a ' 40�q 1 Z011 - - I �LAX_ -- 5, wN j_ , _ #_M_W_W*W_�_A va,� 11" � % _--_________ I2il MAX, 4 - - J 1 I ... __ .17��__ -, SECTION A -A - - D FFER STRIP x WITHOUT BU /- PERV6SISLE -4 r � DKO / CONSTRUC DRAWN BY CRGS5WALX T�ONI ,*_ j0JNT 0 , - _i�;q _,___ �,�,�� i'm =, U) III 71_1_1_114__111z,.4� L,_,_--_"____ " , , ,, - - I ... ... '_ - __� �, CU P __ 11� I = I I ,` IS �_- =_=- - - - . �' I' `)::�j ----------------A DESIGNED BY DKO -1 - I --- ---I- CRO55WALK SECTION B -B 11 � I � ,��-, ,6, I CHECKED BY WSM ��_ 4 "� `,� "' A 4'��QWRE LAMX4 JnA n R .1 OUTSZE OF TRAvi�LwAY SWILL bi, PROVKWO FOR 11 PERFENOICUI.AR CR05SWXY. CROSSWALK I- MIH N TIC MARWED DATE 09-07-2016 NOTESt FOR GENERAL NOTES ON THE DE'TECTABI_E WARNING SURFACE. , CROSSWALK ARE� SEE SHEET I OF 5. ,�,� �, 'y TYPICAL PLACEMENT J;:1 LENGTH Or A PARA -LEL RAMP . C 15 LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION , SCALE- N/A SLOPE, I—- OIlRe — . WITHIN CROSSWALK - ZBWFFR SrRp TYPE 8 PARALLEL \ I 5'SlD�WALK I APPLICATION I �_ ,,, - - I MINIMUM RAMP LENGTH - - � -26-2016 ARB ROADWAY GRADE __1 �� �& 09 N F T ' DIAGONAL PLACEMENT -111 -1, REVISIONS: � IN PERCENT EE 41, CURB CURB _0 - _4 -A", 6 --- 1 5 7 — 2 5 a --- 5 6 9 4 a 12 �5 _10 1-5 6 1 14. 1 15 1V DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE L2 10109 ROS,07 � .. )I) - 12-1 p 12-09-2016 ISP #1 '. N. _- .�� ___ 11 -_ - . " --- X -04-2017 WPO #1 % _ 01 II .1— - - = ___ .- - __ .... , - I I I ... . , ?11� -��-- A A SOUAPE LMOW� 0EA -_03-14-2017 SDP/WPO 2 WTSM OF TRP�V_WAY I = __1 ..... N\_ --' A 41 'OU AnE LARONG AREA - R05��W ,\ C� , SHALL K PROuVCO FOR )tl - I OUISI� OF TR"ELWAY 05-04-2017 Kw4xu.AR CRMWALK 11 \\ SHALL K PROVOED FOR VI KN lix U90KED K PERPENUCLLM CROSSWALK B MSSWAIK An& , VITH BUFFER STRIP """S"i A, 'MTKN rK IJARXe0 CROSSWALK AREA. SPECIFICAT2N REFE E CG - 12 DETECTA r_%%1_3 L E WARNING SURFACE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 Id SHEET NO. A 8 19 20 21 JOB N0. 34160034 N L K J W a E I VDOT TURN LANE WARRANTS CALCULATIONS OLID LYNCHBURG ROAD AADT = 3100 VPD K FACTOR = 0.104 DIR FACTOR = 0.694 (IT IS ASSUMED THAT THE HEAVIER TRAFFIC WILL BE GOING SOUTHBOUND TOWARDS THE 1-64 ONRAMP ON 5TH STREET IN THE MORNING AND AWAY IN THE EVENING) ITE FOR APARTMENTS - 80 UNITS 6.65TRIPS PER UNIT X 80 = 532 DAILY TRIPS (50% ENTERING/50% EXITING) A.M. PEAK HOUR = 0.51 TRIPS X 80 = 41 VPH (20%/80%) P.M. PEAK HOUR = 0.62 TRIPS X 80 = 50 VPH (65%/35%) LEFT TURNS A.M. - NO WARRANT OPPOSING VOLUME (Vo) = 3100 VPD X 0.104 K X 0.694 DIR = 224 VPH ADVANCING VOLUME (VA) = 3100 VPD X 0.104 K X 0.306 DIR = 99 VPH LEFT TURNS FOR DEVELOPMENT = 41 VPH X 0.20 ENTERING X 0.306 DIR = 3 VPH PERCENT OF LEFT TURNS (L) = 3/99 = 5% LEFT TURNS P.M. - NO WARRANT OPPOSING VOLUME (VO) = 3100 VPD X 0.104 K X 0.306 DIR = 919 VPH _ _ ADVANCING VOLUME (VA) 3100 VPD X 0.104 K X 0.694 DIR 224 VPH LEFT TURNS FOR DEVELOPMENT = 50 VPH X 0.65 ENTERING X 0.694 DIR = 22 VPH PERCENT OF LEFT TURNS (L) = 22/224 = 10% RIGHT TURNS A.M. - NO WARRANT PEAK HOUR VOLUME = 3100 VPD X 0.104 K X 0.694 DIR = 224 VPH RIGHT TURNS = 41 VPH X 0.20 ENTERING X 0.694 DIR = 6 PHV PER HOUR RIGHT TURNS P.M. - NO WARRANT PEAK HOUR VOLUME = 3100 VPD X 0.104 K X 0.306 DIR = 99 VPH RIGHT TURNS = 50 VPH X 0.65 ENTERING X 0.306 DIR = 10 PHV PER HOUR P3gc 614-14 A.ugwt 2011 `f'y "1 'Traf`lie Control b eel "'VFC -- .0 NDi-E bia acrd 1,. For Loug-,terina stAtka wy work Mare thart 3 days) an divided highways Having a Inehall wie than 8" sign a defies on, both :virl of the r advAAt shall be mfuired as shown (,ROAD WORK AHEA.i3 { f -l), RIC.ti-l° HOtjt,A)b!R ( F D AHEAD W2 - RI), evoac thoitigh mily on st rraxlrler is being attar -A Fire` oto rattoras than 3 € , ys ill. duratiol-4 ±bra Assertthlies will only fee, requieed on, the side wliere the tinder is being jtt6wd arra a RICAi17` 811OULUER C°LOSYED A%ll,AD (N °, - lalt) signshall, be addtA to lira€ si&- ` , ,' jmc lrt1 Should hv-,, cw tWV-1 50o' iw Limited cc- ss high mqv, �°sir° all alhav ngki a"=qys£ t:� e � - Ft t1kich4 ,, ,should he 5 V-800' 11 rr re the povaa d Vved lirrrit Lv ,gr e ter than 45 graph, and 35W-500' ewer die f a red s1we lin it' is 45 .tatph w /eNs. a )tiol ' 'tial 4,I4CltlLDEXiVOR JW21-51 49t ria W1 trttckZ, :i n"vidwt �� i& (mliqiiltrt, ddver cowrt'inty flit) at that r l ° c Will un rgt€iterg�tc�Ctca rr :rri���e��° ��aa tt �tI 16or to fhip a ryi ! °ram t 4, For Short dug atrr_afi gggn-atings Or 1. ,l our ky les'' all stets and elua 2zj e kkwk s' by be eiinliiLatcd 1-1, stalest .. Vehicle hazard Warning sit n'A'!r ltatlt glut he tokil hwead tit the t.ehiile�s high-intensity ;ttubtr rutathig, flashing" "illatlti ." or strobe llgtK Vehicle. ha ted watiAng signals can astil to supplement high-irtterrsity, Alaher rotating, flashing* o; illati of strobe ligjtts. t Taper length. (1�) and el rtatrtYii&xiag tkviee dt1'g s"1l be at the f'olltAvin Channelizing Device Spwirrg Location Speed Limit (mph) - is Transition Spacing 20' 4U Tr rreW ay Spacirig 4' Construction Access" 803 120° * Spacing racy be itis sed to this distanoe, id shall nc4 extra orhe accpss. per.14 salla. Uri roadways with pavoo shoo leis having a width of 8 legit or more, channellizing crevices shall lir tri to t4ose the shovideir in advanto of the merging to to direct vebictalaa- traffic to remain within the traveled 7. Fire buffer space length shall be as situ ti hi Table 6H-3 on Page 611- for lire posted, speed Milt. 9 .A ,0aatlow veh la:, shall (w used 'aalatu vcr ar lot r mei is rt tloir ed to operate equipment it-woutt d aril oe in the atiirr'k Vehicle slide 'trraekels, are as, ptrst: diiver-, ettb F'or° work operrtiiarrs lair the slwkikk4, with a durAtion greater than l b its° where worts ar°er estnt, a shadow veiri.ele x,&411 be use& A tr uc tuotrtrled attennato (TMA) shall be used on the shadow vehick. otr i -plated Acres hi httatys. and ouilti-latte roadways with posted speed lbalt eigual to or greater tlaait 45' rraglt. s XVilea a side road inter pts the highway within the tentptorary traftk rortt:rol zatik, AAdit onal traffic controt device shall be pl aml as rteetl€ 1, Sar aa°a[ 2011 Ty ic-Al'tl'r.t(ir Carte-tro' I Laine C'A^at a on it Two -L taro o"thrgiq ,t hying114,-gers igurFe ITC' -23.0) �rai.Cal�tdtai ab. L sjCtr VI'Vo in d'Lvl neve .alrould he 35W 50' icheiv, the Emil is 45 mip.h or less, and 500,4 00' 1,6w antwatld he e>rer:reie d when file limits raj'the rs Irl gone to hissire rr ay rra'al J;raiTibl sural tfhaaa ce Al aae#vrtnek" ty, l e lglz, free stalitAn gaud €rwisir)kala, t Y'k,"l Oil Ike l sty: s, eed bear€l angel at, leasi equal Io ov gveiuer t,00" the owhlei M Table�'� � �€'{?d: f�� #� �g3�'"l9�€a��r !$�c��fTstS$ ,S��EhTd�d� �%t3C ehwr lirae zrf s e;~htj1 tmi Ifle gal tai .li`�a a rttl al: °i nt to 3, Wheoe Ric ,4it-of— ay or --tometric coa ditio myer tine irsw, of 4 4` x 4N" siwis4 3 r ' may be !a �L tst al -Ward: 4. FlaWAg Aaflons shall he located fat etrottglr in advance of the work viince to lsetVdt appsoactih18 traffic to reduce, staeetl aadlor 8fop lre(ore passing the word strict aad allow sttf cierit dlstataee for rerar•thig traffic in the left large to rtturu to tit" Hght lataae boor r- Baia 141+W to -441 r, ileo 141114'o 611-3 on page til1-5). 5. All, lUggerns .shall be, state, gertilte€l and have their certifkation card aat their possession when iat r flet taaira fl,rg;irt tlrrtirs see, "i °tion 4E.01, riatliliv atlaarts for Ft ggl tr�"l. ti: colee spacing shall he at the following. Location Tam Length, (L 0-35 366 Speed Limit (Mph) Larr"e Width (Feet) 9 10 11 12 25 ' 105 115 I 112 r 1 p95 f a3. a5 150 SITE DEVELOPMENT ENGINEERING B 35 185 205 225 245 40 240 270 20-5 i 45 405 ? 450 405 1540 50 454 top 5,150 600 55 405 l 550 605 660 ! 60 540 &W 6.1 1 720 65 585 I 650 715 7803 '! 0 630 760 Nfinirnuan taper lengths for Limited Access highways shall be 1000 feet. Channelizing Device Spwirrg Location Speed Limit (mph) - is Transition Spacing 20' 4U Tr rreW ay Spacirig 4' Construction Access" 803 120° * Spacing racy be itis sed to this distanoe, id shall nc4 extra orhe accpss. per.14 salla. Uri roadways with pavoo shoo leis having a width of 8 legit or more, channellizing crevices shall lir tri to t4ose the shovideir in advanto of the merging to to direct vebictalaa- traffic to remain within the traveled 7. Fire buffer space length shall be as situ ti hi Table 6H-3 on Page 611- for lire posted, speed Milt. 9 .A ,0aatlow veh la:, shall (w used 'aalatu vcr ar lot r mei is rt tloir ed to operate equipment it-woutt d aril oe in the atiirr'k Vehicle slide 'trraekels, are as, ptrst: diiver-, ettb F'or° work operrtiiarrs lair the slwkikk4, with a durAtion greater than l b its° where worts ar°er estnt, a shadow veiri.ele x,&411 be use& A tr uc tuotrtrled attennato (TMA) shall be used on the shadow vehick. otr i -plated Acres hi httatys. and ouilti-latte roadways with posted speed lbalt eigual to or greater tlaait 45' rraglt. s XVilea a side road inter pts the highway within the tentptorary traftk rortt:rol zatik, AAdit onal traffic controt device shall be pl aml as rteetl€ 1, Sar aa°a[ 2011 Ty ic-Al'tl'r.t(ir Carte-tro' I Laine C'A^at a on it Two -L taro o"thrgiq ,t hying114,-gers igurFe ITC' -23.0) �rai.Cal�tdtai ab. L sjCtr VI'Vo in d'Lvl neve .alrould he 35W 50' icheiv, the Emil is 45 mip.h or less, and 500,4 00' 1,6w antwatld he e>rer:reie d when file limits raj'the rs Irl gone to hissire rr ay rra'al J;raiTibl sural tfhaaa ce Al aae#vrtnek" ty, l e lglz, free stalitAn gaud €rwisir)kala, t Y'k,"l Oil Ike l sty: s, eed bear€l angel at, leasi equal Io ov gveiuer t,00" the owhlei M Table�'� � �€'{?d: f�� #� �g3�'"l9�€a��r !$�c��fTstS$ ,S��EhTd�d� �%t3C ehwr lirae zrf s e;~htj1 tmi Ifle gal tai .li`�a a rttl al: °i nt to 3, Wheoe Ric ,4it-of— ay or --tometric coa ditio myer tine irsw, of 4 4` x 4N" siwis4 3 r ' may be !a �L tst al -Ward: 4. FlaWAg Aaflons shall he located fat etrottglr in advance of the work viince to lsetVdt appsoactih18 traffic to reduce, staeetl aadlor 8fop lre(ore passing the word strict aad allow sttf cierit dlstataee for rerar•thig traffic in the left large to rtturu to tit" Hght lataae boor r- Baia 141+W to -441 r, ileo 141114'o 611-3 on page til1-5). 5. All, lUggerns .shall be, state, gertilte€l and have their certifkation card aat their possession when iat r flet taaira fl,rg;irt tlrrtirs see, "i °tion 4E.01, riatliliv atlaarts for Ft ggl tr�"l. ti: colee spacing shall he at the following. Location Posted wed SpeLimit (mph) 0-35 366 Transition Spacing - 2{0' * g R i e'iway �3aci f .4gt�' V iiW 74 A shadr<m, vt.hirle wide at least tFrrlclri,4""tr hili isity auther rotaflug, osvillating, or starlit: tight shall he orked 81st' -120' in ardv riet(il'the first vvork erew. () -1600- n A swykmeaual ita r aaar 9 be r tint €iia I h is et a 10 2i e MiVZqntC WAfflifitof litea-tia:�rt atir Id tm", Slowing myoAchifig, tra ane, Wio.'-L to rtiaa-" tla�t 11s1u.gi r Station or quetted, Mile. Guidance: ff t le rlrreue all trq&e' .'ry aches,: div BE PRET'ARED TO St1-`"""3- 1 suer, ,iteff td e 4"kn's st'J"'wld b rx°aaatratt�tt lata e°aat�a' �ltvtatata�€:�; 0. ff1helr to en"ashi eriwx ray°drift a r .tly"al-e arrt tr ,the tr a sidim cta ed aaNd it l rrrrtir alarttr°al dual cTtr. ves ttvrrllair '° i-arrta the Mae clus-1111, raragja eviend fhr:fll! "a fl igiisaua-a ll wit€mle cu-o''Vhkg; 114 teiatlm.ar ys arralra° r'r"+at€t tet Zone sltxA?.fil he t.^_YIoarclt'd so d1i€€ liar w4retkWasar at"s:ai 1sax r°:'aires tha: t�3"t €tw 't -'ffl er a vie lva=aF Tr aimTry.'!o 6fiw addhional iiaformalifin er lar*�ir�a �=rrrr?�rt�vvrrr��#.. .Aandard- 11. At night, fla get stations :shall be Ithaniftated, except fit eater e ies, (W Wit" 6&"). Option: 11 Cones may to eliminated Wfatn usiagg a V -dot Vehicle taxi- ation tw i hga the trial t -a dmky wid11r is 20 feet or les"s- 1 1 For has k-Volwl" siwaaaors "vial short lvoi'k Tones frit stz`atizltt l`u`ll wlys whelfi:, tie iIhfu �r is Vii bbr' fay yira Itsers aaaLoqchimg troo), 1 3rh dire�cjraa s_ a single, f auegr. positioned. to be visible to nwd users aptimate hin frirraa lit#a tilt a iaaaa , r a l ar d tsew. .ir<atat�"t la , Auvraq 201 l Stationary Cll ratiatr Oil a shotilder (figure °`l TC;4.0) Rage 611- 15 eta G20.2 V ' j 4. _ , r VEHICLE „... i SHADOW X1-11 L NOTE n.�REQUIRED �.. l i�t"lA REQUIREMENT ,. 1'`a�3 T ' 11 4 " v .,. ILLUMINATE[) FLASHING AMBER (CAUTION MODE) TYPE 6 OR C ti. SEE NOTE 7 y .. SEE NOTE 6 CHANNELIZING DEVICES SPACING SEE NOTE 6 SEE NOTE 2 rr 21-5aR SEE. NOTE i SEE. NOTES 2 R:.,. ._...... , SEE NOTE 2 W20-'1 " fart -5 Lane Clwiare Arte a '.fAvtr-Laur Roadway U.skig Fla er; (Figure TTC-210) N0I1V S'-:3SVI-A G- -10-2 (V) — 500 SHADOW VEHICLE REQUIRED — S'EE NOTE 4 y 50` - FLA�GLL�GER STXf'lN *.TEE NOTE 2 %fl20-7 W3-4 SEE N( -,TE 9 VV 20 1 40 0 40 80 120 SCALE: 1 " _ 40' "� I irta IN REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley DRAWN BY DKO Roanoke FLAGGER -� SE ,.s.E NOTE 1 LOSE "' WSM arr H isonbur C SCALE RESIDENTIAL LAND DEVELOPMENT ENGINEERING REVISIONS: SITE DEVELOPMENT ENGINEERING 09-26-2016 LAND USE PLANNING & ZONING WbA ,SEE LANDSCAPE ARCHITECTURE M 01 -04 -?017 NOTE 1, 03-14-2017 ARCHITECTURE i ' .. SEE NOTE 6 CHANNELIZING DEVICES SPACING SEE NOTE 6 SEE NOTE 2 rr 21-5aR SEE. NOTE i SEE. NOTES 2 R:.,. ._...... , SEE NOTE 2 W20-'1 " fart -5 Lane Clwiare Arte a '.fAvtr-Laur Roadway U.skig Fla er; (Figure TTC-210) N0I1V S'-:3SVI-A G- -10-2 (V) — 500 SHADOW VEHICLE REQUIRED — S'EE NOTE 4 y 50` - FLA�GLL�GER STXf'lN *.TEE NOTE 2 %fl20-7 W3-4 SEE N( -,TE 9 VV 20 1 40 0 40 80 120 SCALE: 1 " _ 40' "� I irta IN M , &185�-bffl %�I' 1!1� ims 15ei1�,1'1WftMv' 08 D REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley DRAWN BY DKO Roanoke FLAGGER -� Richmond WSM arr H isonbur C SCALE RESIDENTIAL LAND DEVELOPMENT ENGINEERING REVISIONS: SITE DEVELOPMENT ENGINEERING 09-26-2016 LAND USE PLANNING & ZONING 12-09-2016 LANDSCAPE ARCHITECTURE M 01 -04 -?017 LAND SURVEYING 03-14-2017 ARCHITECTURE i ' STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING M , &185�-bffl %�I' 1!1� ims 15ei1�,1'1WftMv' 08 D DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 C SCALE 1 " = 40' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01 -04 -?017 WPO #1 03-14-2017 SDP/WPO #2 B1 05-04-2017 SHEET NO. A C18 0 IN 24 JOB NO. 34160034 SHEET NO. A C 90 11 -1 JOB NO. 34160034 �� �v�-t� / z '/ ' / / / REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 TH 0� 47 D. Kent O'Donohue, Jr.�' e .laic. No. 0406001683 � 7 05-04-2017 ti PE A G DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 05-04-2017 SHEET NO. man JOB NO. 34160034 ON LI 24111 01 MIN G 21 AN AN C PLANT SCHEDULq 19, LARGE TREES OF EXPOSED EC FRONTAGE CODE QTY BOTANICAL NAME/ COMMON NAME CONT CAL HT PROPOSED REMARKS 14 FA2 3 Fraxinu5 americana 'Autumn Purple' / Autumn Purple Ash B * B 2.5" CAL. MIN. OR LARGE TREE PER 10 SPACES) PROVIDED: Area of Canopy = 37 1 sf Total= 1 , 1 1 3 sf T� I I FP 17 Fraxinu5 penn5ylvanica ' Fatmore' / ' Patmore' Ash B B 3.5" CAL. MIN, Area of Canopy = 742 sf Total = 12,G 14 sf • OF 5 Quercus palustris / Fin Oak B B 3.5" CAL. MIN, Area of Canopy = 47 1 sf Total = 2,355 5f QS 5 Quercus 5humardn / Shumard Red Oak B B 2.5" CAL. MIN. Area of Canopy = 372 sf Total = 1 ,8GO sf ZV 9 Zelkova Serrata 'Village Green' / Sawleaf Zelkova B B 2.5" CAL. MIN. Area of Canopy = 5 10 sf Total = 4,590 sf f MEDIUM TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL hT REMARKS CB I G Carpinus betulu5 ' Fa5tigiata' / Pyramidal European Hornbean B * B 2.5" CAL. MIN. Area of Canopy = 234 sf Total = 3,744 5f ORNAMENTAL TKEE5 CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL HT REMARKS r AR I G Amelanchier arborea Robin Hill' / Robin Hili Serviceberry B * B 1.5" CAL. MIN. Area of Canopy = 130 sf Total = 2,080 5f CE 17 Cercis canadensis / Eastern Kedbud Multi-truink B B MULTI -STEM G'-8' MIN. HT. Area of Canopy = 124 5f 0 ; Total = 2,108 5f SMALL ORNAMENTAL TREES I CODE QTY BOTANICAL NAME/ COMMON NAME CONT CAL HT REMARKS CV 10 Chionanthu5 virginicus / White Fringetree B � B MULTI -STEM G'-8' MIN, HT. Area of Canopy = 1 25 sf Total = 1,250 5f .- LT 10 Lager5troemia x 'Tuskegee' / TUskegee Crape Myrtle Multi -Trunk B * B MULTI -STEM G'-8' MIN. HT. Area of Canopy = 77 sf Total = 770 sf SMALL TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL HT REMARKS -` CA 9 Carpinus caroliniana / American Hornbeam B B 1.5" CAL. MIN. Area of Canopy = 129 sf Total= I , I G I sf DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT HT SPR REMARKS CA2 48 Ceanothus americanus / New Jersey Tea 3 gal 18"-24" MIN, HW 45 Hydrangea arbore5cen5 / Wild Hydrangea 3 gal 24" MIN. RG 39 Khus aromatica 'Gro -Low' / Gro -Low Fragranit Sumac 3 gal 15"- 18" MIN. z ,5 EVERGREEN SHKUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT HT SPK REMAKKS JH 44 Juniperus virginiana ' Hillspire' / Hllispire Juniper B * B 4' MIN. PO 53 Prunus IaUr0cera5U5 'Otto Luyken' / Luykens Laurel 3 gal 24" MIN. Area of Canopy = 10 5f _ Total = 530 5f F5 20 Prunus laurocerasus 'Schipkaensis' / Schipkai Laurel 3 gal 24" MIN. Area of Canopy = 10 sf Total = 200 sf GROUND COVERS CODE QTY BOTANICAL NAME / COMMON NAME CONT SPACING REMARKS I AM 290 Achillea millefolium / Common Yarrow flat 30" o.c. AT 72G Asclepias tubero5a / Butterfly Milkweed flat 1 2" o.c. Ix JFA Festuca arundinacea / Tail Fescue sod Complete cover of all di5trubed areas of site bio. except mulch areas Area of Canopy Total = 34,375 sf LANDSCAPE SPECIFICATIONS LANDSCAPE DETAILS RUBBER HOSE AT BARK -UY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 2. ALL WORK; SHALL BE COORDINATED WITH TRADES. 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FOREIGN MATTER AND ROOTS, STUMPS AND STONES LARGER THAN 2" IN DIMENSION. 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF WORK. 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REPRESENTATIVE WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALENDAR MONTHS AFTER ACCEPTANCE. A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL FOLLOWING PLANTING. B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR THE OWNER. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE WHICH IN THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. 10. DO NOT (MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST-EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL THAT HE/SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 12. BALLED AI ND BURILAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFICIENTLY TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. 13. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. 14. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. 15. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 16. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 17. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL SHALL BE FREE OF STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1/2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. 18. PLANTING PROCEDURES FOR TREES AND SHRUBS A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. 19. LANDSCAPE ORDINANCE REQUIREMENTS: STREET TREES REQUIRED: 19, FOR 570' OF EXPOSED EC FRONTAGE 14, FOR 480' OF OLD LYNCHBURG RD. PROVIDED: 19 PROPOSED ALONG WITH EXISTING TREES IN EC 14 ALONG OLD LYNCHBURG RD. INTERIOR TREES REQUIRED: 16 (1 MEDIUM OR LARGE TREE PER 10 SPACES) PROVIDED: 16 INTERIOR LANDSCAPING REQUIRED: 2,884 SF (5% OF 57,678 SF PAVED PARKING & CIRC.) PROVIDED: 4,868 SF SITE SCREENING REQUIRED: TREES REQUIRED EVERY 40' ALONG PARKING PROVIDED: 15 PROVIDED (ADDITIONAL FOUNDATION PLANTINGS WILL BE PERFORMED AROUND BUILDINGS, PLAN NOT YET PROVIDED) TREE CANOPY REQUIRED: 50,684 SF (15% OF 337,895 SF SITE AREA) PROVIDED: MAINTAIN EXISTING 105,692 SF W/ ADDTL. PROP. 2X BALL DIA. MIN. RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. WOOD STAKES 3" IN FIRM SOIL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL 75 SF = 140,067 SF TOTAL THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE. BARK MULCH 3" MIN. CREATE SAUCER WITH TOPSOIL 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. GENTLY COMPACT TOPSOIL MIXTURE. TAMPED ADMIXTURE BACKFILL Conserv.,"Holl Phila ('11CCIdi"i To Lw llkived on Landscape 'laws jfiwicileook., lift 111-2 84-1111-297 for crimplete slaCefficbili€ ns) l SI Ila trtle)ti tat atl all's ,1t 11 taz stlt 4 t t2is tit sl<i:t� r: tEt: i ., l diliTt? i)tlt4s i . =;traleli>l's:it tlt:es iia bt, Silvedj.. l ss- fillc,ls riP"$,t �iPC Of pp 3i-uti5t 10I1t;.illg,. l aas`ta` c Clhan'10 ic4uit itlg ilee vaciis ur wlllla;. llronw;) :,d ti'cryrt"hin , ol, lullneling, I.i.s€?dmd ?lic hlrli: ; of ck. lri[:o 2f I1lT.�a'dts`ia ' S ,, AM tr"s to be `ave` d? ;i}-tli[;. la< 16i a£, It i:'ti Sv;ih 1. Gla t}; libboliat a IlK.iql-i.t i. ic, ,8i-llv->,.,il� lf,w t�� c4,ltbi.l'ii'llf,`"lit c. ` ix .i, 4` 1 he in until the t`lkx n il�:il Z s , fPilit ills u"e'te"d and ' r w- d I)", ` County ;.>i,itll6a.,l ii I �, t �b �l�l. , I � �i ��L lr �� a � y �i I. ;i. Pre -Construction �-11csC1tc2 < 'I't's' ° 13t is t'V�;61)il iil:p"1 pwtcclioa eil .',asures° Auall b" 1"w. l "e4° .A ";s'4I b the cttilfinetlil oi;l iitc. 4, P 'allyl L;forALIL: 0 Luminaire Schedule DKO Symbol Qty CalcType Label Arrangement Lum. Lumens LLF IMANUFAC] Description Lum. Watts --E] 2 Fc T2 SINGLE 14131 1.000 BEACON PRODUCTS VP-L-64NB-136-4K-T2 137 —Ell 3 12.0 T4 SINGLE 15336 1.000 BEACON PRODUCTS VP-L-64NB-136-4K-T4 137 — � 4 3.00 T41-1 SINGLE 8949 1.000 BEACON PRODUCTS VP-L-64NB-136-4K-T4-BLC 137 2 T4-21- 2 @ 90 DEGREES 15336 1.000 BEACON PRODUCTS VP-L-64NB-136-4K-T4 137 �r 9 W4 SINGLE 15274 1.000 Beacon Products TRV-60NB-136-4K-T4 137 rbm /l � N N xo° 'off 'o „o xo "o • O • ."off o a° xo M Calculation Summary DKO Label DKO CalcType Units Avg Max Min Avg/Min Max/Min Property Line 09-26-2016 Illuminance Fc 0.04 0.5 OA N.A. N.A. Site Illuminance Fc 0.52 12.0 0.0 N.A. N.A. Pavement area Illuminance Fc 3.00 9.2 1.0 3.00 9.20 6 0 F h o O O x x x - x ..,..,-_x x z z z "x .r .+'RS�"r`• ,9 x x x . , x x O .. ,< ..: „ O x00 x00 zo° O°;. •O� °,� �� "O - x0� x0� Q 24 UNITS I � REFLECTING TOMORROW www.balzer.cc Staunton New Diver Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 D. 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