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HomeMy WebLinkAboutSDP201700016 Plan - Submittal (First) Final Site Plan and Comps. 2017-03-14I*] ©1 IM M1 ©1 DI ©1 IG W1 ❑1 IC :1 0 AT� NORTH G G�� 0 0 �y� VICINITY MAP PROJECT NARRATIVE iNrERSrArE 64 Wq\wAY SCALE: 1 "=500' 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 VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF 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). RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. UTILITY PROVIDERS 1. WATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: 434-977-4511 2. SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: 434-977-4511 3. POWER: DOMINION POWER 2 TECHNOLOGY DRIVE STAUNTON, VA 24401 PHONE: 866-366-4357 TIMBERLAND PARK APMTS OLD LYNCHBURG ROAD SDP2016-074 SUBMITTAL SCOTTSVILLE DISTRICT ALBEMARLE COUNTY APPROVALS Department Date Department of Community Development Planner/Zoning OWNER: TIMBERLAND PARK VA LLC. Engineer 12-09-2016 Inspections ARB #1 Department of Fire Rescue Albemarle County Service Authority WPO Virginia Department of Transportation 03-14-2017 GENERAL NOTES SITE ADDRESS: TIMBERLAND LANE CHARLOTTESVILLE, VA 22903 NI LI i rJIN.., 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 H DF D Q i j Gs o .- "D. Kent O'Donohue, Jr?' r, Lie. No. 0406001683 S, 03- 14 -2017 A C ��4PEAR ' ii (D U � U D � W z J 0 (U) W o a (n W m a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN REVISIONS: 09-26-2016 1. OWNER: TIMBERLAND PARK VA LLC. 12-09-2016 ISP #1 01-04-2017 2021 CROSS BEAM DRIVE WPO #1 03-14-2017 SHEET INDEX SDP #2 CHARLOTTE, 28217 PHONE: 704-33 57-6000 EMAIL: JENSURBER@SURBERDEV.COM C1 COVER C13 WATERLINE PROFILES CONTACT: JEN SURBER C2 EX. CONDITIONS PLAN C14 SANITARY PROFILES AGENT: BALZER & ASSOCIATES, INC C3 LAYOUT PLAN C15 SITE DETAILS 1561 COMMERCE ROAD K SUITE 401 C4 UTILITY PLAN C16 SITE DETAILS II & VDOT NOTES VERONA, VA 24482 C5 GRADING PLAN C17 VDOT DETAILS PHONE: 540-248-3220 EMAIL: DODONOHUE@BALZER.CC PSG CACTI PLAN— CGP PHASE C18 VDOT TRAFFIC MANAGEMENT PLAN CONTACT: KENT O'DONOHUE, LA G:7 EGG PHASE PLAN C19 ACSA DETAILS 2. PARCEL INFORMATION {-8 ES " e:FF:s C20 SITE LANDSCAPE PLAN PARCEL ID: 07600-00-00-046BO G9--ESG BETA11=8 C21 LANDSCAPE NOTES & DETAILS DB 4768, PG 129 J ZONING/OVERLAYS: R15 RESIDENTIAL + ENTRANCE CORRIDOR OVERLAY + AIRPORT IMPACT AREA + C10 SWM PROFILES &DETAILS C22 LIGHTING PLAN CHARLOTTESVILLE-ALBEMARLE MPO BOUNDARY + C11 STORM PROFILES I C23 LIGHTING DETAILS I DAM BREAK INUNDATION ZONE -STATE + MONTICELLO VIEWSHED C12 STORM PROFILES II C24 LIGHTING DETAILS II CURRENT USE: VACANT PROPOSED USE: MULTI -FAMILY RESIDENTIAL LEGEND ADJACENT LAND USE(S): MULTI -FAMILY RESIDENTIAL SITE AREA: 7.757 ACRES DISTURBED AREA: 5.50 ACRES ------602----- EX. INTRMDT. CONTOUR PROP. INTRMDT. CONTOUR EXISTING IMPERVIOUS AREA = 0.00 ACRES (0%) PROPOSED IMPERVIOUS AREA = 2.50 ACRES (32%) ----600-- EX. INDEX CONTOUR v1 PROP. INDEX CONTOUR PROPOSED PARKING/DRIVE AISLE AREAS = 57,678 SQ. FT. 13.55 PROPOSED OPEN SPACE = 2.76 ACRES (36%) + 13.55 EX. SPOT ELEVATION ��13.05 PROP. SPOT ELEVATION LANDSCAPE PLAN IS REQUIRED 8" WL EX. WATER LINE 8" WL PROP. WATER LINE 3. NON -INFILL SETBACKS: 8" SAN EX. SANITARY SEWER 8" SAN PROP. SANITARY SEWER FRONT = 5' MIN. & NO MAX. H NON -INFILL STEPBACKS: PROP. STORM PIPE FRONT STEPBACK ON OLD LYNCHBURG ROAD - THE THIRD STORY OF BUILDING 2 SHALL BE 18"RCP EX. STORM PIPE STEPPED BACK A MINIMUM OF 15 FEET. PROP. EDGE OF PAVEMENT SIDE = ANY BUILDING THAT EXCEEDS 35 FEET IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER - EX. EDGE OF PAVEMENT BUILDING BY 10 FEET PLUS ONE FOOT FOR EACH FOOT THE BUILDING EXCEEDS 35 FEET IN EX. BUILDING PROP. BUILDING HEIGHT. REAR = 20' MIN. & NONE MAX. EX. POWER POLE PROP. CONCRETE 4. RECREATIONAL AREA REQUIRED: SO EX. SANITARY SEWER MANHOLE PROP. ASPHALT PAVEMENT 200 SF / UNIT: 80 UNITS X 200 SF = 16,000 SF G (STANDARD/HEAVY DUTY) RECREATIONAL AREA PROVIDED: sTM EX. STORM SEWER MANHOLE PROP. GRAVEL 4,000 SF OF TOT LOTS + 12,000 SF OF PASSIVE RECREATION AREA = 16,000 SF TOTAL REC. AREA co CLEANOUT BENCHMARK 5. GROSS RESIDENTIAL DENSITY: BUILDING UNITS = 24 TOTAL 2 BEDROOM UNITS & 56 TOTAL 3 BEDROOM UNITS = 80 TOTAL UNITS C) EX. LIGHT POLE G PROP. GAS LINE 80 UNITS / 7.757 ACRES = 10.31 DWELLING UNITS PER ACRE UGP EX. UNDERGRND POWER LINE UGP PROP. UNDERGRND POWER LINE 6. BUILDING FOOTPRINT = BUILDING #1 = 2,016 SQ. FT. COMMUNITY CENTER (1 -STORY) F BUILDING #2&3 = 25,011 SQ. FT. RESIDENTIAL (3 -STORY) G EX. GAS LINE X PROP. FENCE BUILDING #4 = 26,889 SQ. FT. RESIDENTIAL (3 -STORY) BUILDING #5 = 9,032 SQ. FT. RESIDENTIAL (2 -STORY) OHU EX. OVERHEAD CABLE - - SITE PROPERTY LINE BUILDING CONSTRUCTION = TYPE V-A (CLASS 1) X EX. FENCE ADJOINING PROPERTY LINE BUILDING USE = GROUP R-2 (C-2 OCCUPANCY) FIREWALL = EACH UNIT IS SEP. BY A 1 -HR RATED FIRE PARTITION WALL TO ADJ. UNITS AND STAIRWELLS EX. TREE LINE (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 E REQUIRED FIRE FLOW = 1,500 GPM ABBREVIATIONS 7. PROVIDED FIRE FLOW = 1,500 GPM @ 50 PSI (BASED ON ACSA FIRE FLOW & PROPOSED SYSTEM MODEL) PARKING REQ'D: 2 SPACES PER 2+ BEDROOM UNIT = 80 2+ BR UNITS = 160 SPACES AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK PARKING PROVIDED: 160 SPACES (INCL. 19 ACCESSIBLE SPACES) APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY 8. STORMWATER MANAGEMENT: BIORETENTION ON SITE & DETENTION ALONG OLD LYNCHBURG ROAD ASPH ASPHALT FF FINISHED FLOOR SBL SOUTH BOUND LANE WATER QUALITY: BIORETENTION ON SITE D BC BOTTOM OF CURB FG FINISH GRADE SD STORM DRAIN BIT BITUMINOUS GBE GRADE BREAK ELEVATION SECT SECTION 9. WATER: PUBLIC BLDG BUILDING GBS GRADE BREAK STATION SE SLOPE EASEMENT SEWER: PUBLIC BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER BM BENCHMARK HPT HIGH POINT SSD STOPPING SIGHT DISTANCE 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF BVCE BEGIN VERT. CURVE ELEV. HSD HEADLIGHT SIGHT DISTANCE SSE SANITARY SEWER EASEMENT EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY BVCS BEGIN VERT. CURVE STA. INTX INTERSECTION STA STATION APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL BW BOTTOM OF WALL INV INVERT STD STANDARD UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA CB CINDER BLOCK IP IRON PIN STO STORAGE COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER C C&G CURB & GUTTER LT LEFT SYS SIDE YARD SETBACK OBSTRUCTIONS OR FROM ANY DELAY DUE TO THE REMOVAL OR REARRANGEMENT OF THE SAME. THE CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBD TO BE DETERMINED CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS CONC CONCRETE MH MANHOLE TBM TEMPORARY BENCHMARK UTILITY" OF CENTRAL VA TOLL FREE 811. COR CORNER MIN MINIMUM TBR TO BE REMOVED BL DBL DOUBLE MIN MINIMUM BUILDING LINE TC TOP OF CURB 11. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CAN, OR OTHER SIMILAR LINES SHALL BE DEFLECTION MON MONUMENT TEL TELEPHONE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. DI DROP INLET NBL NORTH BOUND LANE TRANS TRANSFORMER DIA DIAMETER PROP PROPOSED TW TOP OF WALL 12. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE B DE DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT TYP TYPICAL LIMITS OF THIS PLAN. ELEC ELECTRIC PVMT PAVEMENT VDOT VIRGINIA DEPARTMENT OF ELEV ELEVATION R RADIUS TRANSPORTATION 13. SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. ENTR ENTRANCE RT RIGHT VERT VERTICAL EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY WBL WEST BOUND LANE 14. PROPERTY IS LOCATED IN FEMA DEFINED ZONE Y. COMMUNITY PANEL NO: 51003 C 0269 D - EFFECTIVE EVCE END VERT. CURVE ELEV. REQD REQUIRED YD YARD DATE: FEB. 4, 2005. EVCS END VERT. CURVE STA. RR RAILROAD 15. SOURCE OF SURVEY & TOPOGRAPHY: FIELD SURVEY PERFORMED BY BALZER & ASSOCIATES, INC., AUGUST 15, 2016 TO AUGUST 19, 2016 & A COMPILED AUGUST 23, 2016. HORIZONTAL REFERENCE IS NAD83 VERTICAL REFERENCE IS NAVD88 i rJIN.., 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 H DF D Q i j Gs o .- "D. Kent O'Donohue, Jr?' r, Lie. No. 0406001683 S, 03- 14 -2017 A C ��4PEAR ' ii (D U � U D � W z J 0 (U) W o a (n W m a 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 #2 SHEET NO. C1 of 24 JOB NO. 34160034 50 0 50 100 150 SCALE: 1 " = 50' LEGEND: PRESERVED STEEP SLOPES OVERLAY COUNTY RECORDED MANAGED STEEP SLOPES OVERLAY COUNTY RECORDED + + STATE DAM BREAK + + + INUNDATION ZONE SITE SOILS TABLE 09-26-2016 HYDROLOGIC SOIL TYPE SOIL NAME 12-09-2016 SOIL GROUP 01-04-2017 21C CULPEPER FINE SANDY LOAM, B 03-14-2017 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. \ L ------- ' \ \ ` O ----------- K l01 r IG 1211 D IC WE 0, _--'�•'' //-'' �-''/ ______-'^\ ` \` \�--�' \ \ 111111\ \\\\\\\\\\ EX CONC' BRIDGE \ I II I 1 I I I III I op / //// ___–/' / / / i ^/'_ray%9 _✓/' /__ ' / --/' r�� / ,/ // //� '//�/�/' / "e BENCHMARK \ \ \ -//- ;,- ;-;=- \,-''- , TOP OF MONUMENT \\ } ,ECFV= 420.99 EX. E -O -P 6 / / ✓ I \ \,I I //, / /���– / \ �' / �'' / / ` � rG NWA l I / // / / /' % / / / / / / / / l' / ✓ i / /--- I � \ \ r I I i / C S NIG ) / / ' //// _ / /// �///////// / � // _il.[ / � 1 / N ✓' /✓' �'/> /— I I \ \- \\ � � ACCESS LE R �'� / EX. DENSE MATURE TREES r ��;' 1 'y ��yY-' // , / / \ I \ � (VRRIA� / / /;���;= BETWEEN SITE & INTERSTATE 64 ;-� '�.'/�, r, ✓��;�,; ¢ J/ �/ 20' MIN. & 40'MAX \ X 111 0 ' 11-N I FRONT BLDG. SETBACK 1, (MATCHES SPECIES ON 0 1 \ r//,/, /,jam/� � / ///• /t.• �— .r t , / /i /`cJ / / _ \` EX. OT -- /' __/ — � ,-; - �::'/ %� '//%-� �%%'r/-•- � �/ ��- ACCESS FENCE er / _ _–' // �/ / i �–' / /i//,'//ice_–�–/ � ���/` /,,/��-r–� ,�_---'j' ✓ ��"�--" ✓ /`/ / / / /' /' /'' `\ \ \\ I I + I I I /� / ' ' � � i /� /i'////r�•r,, //.�..r--�–' 30"CMP /'•\ 17 �� / / , / �— `� 1 I I I I I 1 / I I I �7, lNV-416.02 l' / /• V, `< 1 �•�s � \ � / / / / / \ \ I 1 I 1 / I I c \ I r I 1 1 (/, /_-- _ /•/EX./TREELlNE�=_ ' CONCRETE__ •: -r ' -�-1- `-�_''-y\ I i I i i i i / \ \\ i I l i t (ENTIRE SITE /S WOODED W/TH = =: DITCH --------------- \ \ 1 `\ \� \\ \\\ MATURE SIZE TREES= --'- - r,�r✓ - �` ! 1 \\ \ I I / / / / / -- \ \\ \ \ \ \\ `� \ .� . ` `\ \� �\ `\`-----_--- it 77� 1 \�I \ \ ��_�\ ���\ ��-,�-' /���' /"--_''••\ \\ \I 1 1 1 / / \\ \ I I \\ t O \I \ I � I I WOODLANDS PROPERTIES 11/ LLC-',., ------------------ \ `, \ `� _---- TAX MAP# 76-469 \`�/ / /------,\ DR. -4768 PG.•129------- , A5 ----------------�\\ \`\\ \ \`\ - 7.757 ACS / ' � 1 1 \ 1 I I I I / � N IN, ZONED R15 RESIDENTIAL 77"/ 20' SAN SEWER EASEMENT MONIF PER 6.•800 PtG•7 3 . I 0 4 1 / r / I \ \ --------- -__ \ \ --------- -- 1 / / / / APPROX. LOC. dFPUWER ONLINE -. � \ l BENCHMARK / / l \ \ \ - - _ _ _ - / / / 1 \ \\ \ \ \ \ _ - - \ MATURE HARDWOODS -MOSTLY OAK E/jSEMgT PSR DR - 1228 PG -06 TOP OF MONUMENT £ / l I \ \ \ \ \ ` \ \ \ `\ \ ` - - - - - - - - _ _ , - \ (BASED ON ARBORIST REPORTS ELEV= 523.30 MONI/F I T 5 /' /'/ /�1 �� , IRA�� I 1 I 1, FADED OUT BY \ \ \ \ \\ \\ \\ \ \ \� \_, \ \ \\ \\ '\\ \ \� , /� / i I / 1 LbC1 CO \ X 1 \ \ 1 \ \ \ \ \\ `\ - \ \ \ \ \ / / APPROX. LDL:/ 01 - O 1 / MIXED AGE HARDWOODS -OAK, I \ \ \ _ _ ` 1 / / I / / - \ r I� _ ' / 1 I / TI/ , ,TELEPHONE EASEMENT 1 1 1 POPLAR RED MAPLE, &GUM I \ ` ` \ \\ \ - - \ ' / / i , / / R / 11 I I \ \ \ �- / l � / 1 I l / / / PE DB.•>251 PG.•59Q , (84SED ON ARBOR/ST REPORTS ,/ -_- I 2111; III c" LIMITS OF ST� DAM / I \ ► 1 X I o 1 1 I ,SZOA AND RiTAI�ING WALL , /' , / ' , / / ' _ _ - - , /' / 39 EASEMENT PER \ O,\B\\4\7\6\8 �1E2C�,U0-JR0-0-SE N-t•TB/ /RE,/ / K/ /N,U/N/D/ A / Tl'OV (ONE C -O AREA PGz134TS MEET RECREATIONA'' FER EASEM,'d PERREAR BLDG. SEBCK4.16.1,/' BU500 /l / 1 I DB. ¢851 PG.690 i l l r� ' // — �� — /— / I\ _ '�/ is.r- --./ / �,'^ '�J��1 -1 - ► -; 1 I 1 I I 1 / 1 O, Al \ - / /'----- ---- / 86.0/ _ LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 L�� LOT 2 '19�f_�,' _---' - ---- /,y/t�Eq t / /, LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 I iOQi / 'WOODLANDS OF � \� \ � \ \ COMMON AREA � /, - � I I I I LOT 10 LOT 1 / , - \� - -• �/ �'/ ; I I I I I, I � O/— SHERWOOD MANOR" CHARLOTIESV/LLE" 15' PEDESTRIAN EASEMENT - ; / BLOCK / / l ,) f } r /��• /,,^ PER DR -J332 PG., I I I I I I G I I I I I LO BLOCK H I I I I I SECTION TWO LOCK WOODLANDS LAND PROJECT LLC 10 T Z07- TAX OrTAX MAPJ 76-46C I I I I I I I I I I I I 8�T Z0'- Z0'- Onor T A ZONEDD R1R15 P5 RESIDENTIALI I I I I G. 167 s ¢ 3 2T nor WOODLANDS LAND PROJECT LLC I 1 TAX MAPJ 76P-1-100 I DR -514 PG. -501 ZONED R6 RESIDENT/AL I I I II 48" X 75"\\ ELL/PT/CAL RCP t \ /NV =407.62 ASH UN/VERS/TY PLACE LP C/0 STARW00D CAPITAL GROUP TAX MAP# 76-54A 1 DR -4580 PG. -5J9 ZONED R15 RESIDENTIAL 22.14' NI LI KI JI HI I • G LINE OF SIGHT FROM PROPOSED ENTRANCE LOCATION (SEE ALSO LA PLAN FOR PROFILE) REGION TEN COMMUNITY SERVICES BOARD INC TAX MAPI 76 -46f - DR -309 6-46F09.•3039 PG. -209 ZONED COMMERCIAL OFF/CE FI EI 7 Cl W 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 LTH OF "D. Kent O'Donohue, dr.> - e Lic. No. 0406001683 &, k4-2017 \� 1' E A Z J r� V ! Z O F- 0 Z O U X W I II (D U OY > � U) W z J 0 (n W J O Q C/) W m Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1 "=50' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. 0 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. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 LTH 0 "D. Kent O'Donohue, dr.a r, Lic. No. 0406001683 &, koO3-14-2017 P E A R G� U) C� G Q L.L 0 O Q0 c� m_ U z Z} J 0 J 0 J 0./ LU 00 i. F --- (D U OY i U W z J 0 (n W J O Q (n W m Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1 "=30' REVISIONS: 1 2 3 4 1 5 1 6 7 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 21 ISP #1 01-04-2017 LEGEND: WPO #1 03-14-2017 SDP/WPO #2 MATCHLINE, THIS SHEET 0 PROP. LIGHT—DUTY PAVEMENT 0 (SEE DETAIL) CG TYP. -6, PROP. HEAVY—DUTY PAVEMENT I I I I I I I (SEE DETAIL) I I 4' c o C PROP. CONC. SIDEWALK I I J I N ° a� (SEE DETAIL) N o PROP. 20'X20' DUMPSTER PAD (2 DUMPSTERS) PROP. SIDEWALK (SEE RIGID PAVEMENT & APRON DETAILS) d OPEN CUT W/ PROP. MILL AND OVERLAY PVMT OVERLAY (SEE VDOT DETAIL WP -2) SEE WP -2 DETAIL M 30 0 30 60 90 M Hg HANDICAP BOLLARD SIGNPOST (SEE DETAIL) I on on I TO BE USED WHEN NO CURB IS PRESENT SCALE: 1 " = 30' I bHANDICAP SIGNPOST (SEE DETAIL) I ACCESSIBLE CURB RAMP (SEE DETAIL) I L CONC. WHEEL STOP (SEE DETAIL) I L o GENERAL NOTES: Go 1. ALL RADII SHOULD BE ASSUMED 5' UNLESS SHOWN OTHERWISE. TA TE 64 Y X �� I K 2. VISIBILITY CORRIDOR OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE SHALL BE ELIMINATED. RSHIGH IN, �p R,0 -W) / K 3. THE TOT LOTS SHOULD CONSIST OF AMENITIES EQUIVALENT TO gas 60 -L- OF 4' MAX HT TIMI RIpBI-E (Vp i�� ARTHTONE RET. ALL I ONE SWING BUCKABOUT WITH FOUR SEATS, ONE SLIDE, TWO CLIMBERS, ONE OR WHIRL, AND TWO BENCHES. EX. CURBING ��SWITCHBACK I o ALONG i PEDESTRIAN FRONTAGE g RAMP ACCE SI �� ' / \\ 5' TO BE CLEANED I OUT, TYP. J i `�� 2.00 — .....� X ��x _ i /.R1o.00 ::........,..x- , � .� R2 0 �. P l oo�i 8.00 9.... 45 ... O�o CP ' . . . . . . . C , EX. DENSE MATURE TREES i BETWEEN SITE & INTERSTATE 64 ,,/ �(� a .. R 15.OQ . 15.. 1000 TO AZALEA ARK (MATCHES SPECIES ON SITES '� 84.50 C ENTRANCE .. �oP+ " - ` 887..00 CG -1 1 ENTRANCE / / ..... PROP. do . .. .. �.. --------- + .. a ` I I > I . (NEAT SAW CUT EX. PAVEMENT, SEE W IP .. ... ... ...... .... .. \ w. a I / DUMPSTER ... .. _... HIGH FLOW WEIR ENCLOSURE (SEE ARCH. A, o TYP. H I a S P �\ 39.9 I N �. R25.00 DETAIL) / LANS FOR 0 H DETAIL)N IIID ° \ 475' TO H ° / , R 0000..... .. 4 ,n `n BLDG 1 DONCASTER LANE ENTRANCE °� 20 III � �° 42' 00 38.64' ° REC. CTR. OD . -49'` I ° 1 1 GATE x R 24 -� T 1 —STORY I I 10' �W ° I� '` TOT LOTS . ... . BLDG #3 "B C I 160 LF OF 7' MAX. HT. EARTHTONE RET. WALL G X� _ — I t..y W Wy yyWW WyW W .WWyy .-111= 2,000 SF --- --= --- — a 24 UNITS °'. . —-- 3—STORY x X � Y, -I'� 84.50 o Z_ T' X PROP. DUMPSTER ENCLOSURE (SEE ARCH. PLANS FOR DETAIL) 10' BUFFER WITH x REQUIRED LANDSCAPING MECH. UNITS, � o a I V j — TYP. R24.00 5 om "� Z HIGH FLOW WEIR GRASS FILTER STRIP 57.58' . ..... . vII O o6, — - R 4 0 000 7YPF F 00 25, O 22 00 O aa 00 57 LF ELEV. C 5P.2818 � Oi WALK . . HEE DETAIL:,T. BLDG #2 Co 2S 75'R T PROP. 107' 30' 39' N I o 3—STORY I E C TREELINEPROP. LIGHTPOLE, TYP. (SEE LIGHTING PLAN) ..... I ..... . I a ... . I I .. .... C 83.0.0... VDOT PG -5 gP. 2'W x 1 D , �� R4.50... ..... - _ `o I Q START NEW CG -6 I � - ..... �\ I I � _ 0 0 0 0 820.00 CG -6, TYP.. 84.50 35. ' LF' . OF 3.5' MAX:. HT. .. �t - O � C a ....... CG=.6..(DRY TYP......... CG=.2, TYP: EARTHTONE RET, .WALL... cv. ... .... 00 I I D R20.0.0 .......... ... ... ...... R20 00 .... ..... R4.50 4'. .G.UARDBAIL .. ... MONOLITHIC. S4QE�/VALK, . TYP...o . ... ... ... .. .. .. 823..SIDEW .25'. LF EEEV. OO 0 O O0 I PROPOSE � I D a 83.00 ETAIL;. SHEET C16 O0 R -O- 9.00' 57.58' r a.00 8 8 9 9 �\P 000 ... . O LINE N H C oo...... a o a a I 0p0 57.58' I 0) TYP. R V. a .. HB a I pp 00 00 w .. a C O 0 .... .. C TYP. 4' GUARDRAIL rn O BLDG #5 a 57 LF ELEV. . 852.00. ..83.00. ... .. a, a } . '........... Go I o C 8 UNITS c 0 .......... BLDG 4 SIDEWALK Lq O DETAIL, SHEET C16L O �.t R2T,0.0... Nit. . . . . 25.LF .ELEV. a PROPOSED 5' 2—STORY 24 UNITS 182.82' a _ F— .. ..... SIDEWALK FRONT _ DETAIL;. SHEET SETBACK LINE I ( 18'24'. 18' 3—STORY O g� .C16 I O TYP. TYP... TYP. 0 O TyP o 5 15 . LF ELEV. O - - 106.1 1 ' g 4 GUARDRAIL N OOOO SIDEWALK 1.ETAIL, SHE ET C1 a - ao o - O 0 - - - $ o a- - ______— 000p00 I I TRANSITION FROM 5 TO B (SEE DETAIL ON 00 00 o C o --___ __� 4> 4' SIDEWALK AT TURN TO EXISTINGMATCH SHEET C16) N FENCE x TOT LOTS PROPOSED 15 j I rI SIDEWALK CONNECTION AT DONCASTER LANE N 110 LF OF 3.5' MAX. HT. N 2,000 SF x I EARTHTONE RET. WALL o 500 LF OF 20 MAX. HT. GATE x x MIN. STEPBACK FOR BLDG #2 I I EARTHTONE RET. WALL x 3RD FLOOR 1045.15' 6. 9 A — — — -- -- -- -- -- — — — — -- — A a MATCHLINE, THIS SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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 LTH 0 "D. Kent O'Donohue, dr.a r, Lic. No. 0406001683 &, koO3-14-2017 P E A R G� U) C� G Q L.L 0 O Q0 c� m_ U z Z} J 0 J 0 J 0./ LU 00 i. F --- (D U OY i U W z J 0 (n W J O Q (n W m Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1 "=30' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. 0 JOB NO. 34160034 • VI t 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 0L' H 0P P ' G� "D. Kent O'Donohue, dr.a e Lic. No. 0406001683 &, kO3-14-20 7 ,0� P E A R Z Q i II I- U OY > U) W z J 0 W J O Q Cn W m Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE 1 "=30' REVISIONS: 1 1 2 1 3 4 1 5 6 7 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 19 20 1 21 WPO #1 03-14-2017 SDP/WPO #2 GENERAL NOTES: 0 1. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL / 0 UNDERGROUND UTILITIES BEFORE EXCAVATION SHALL OCCUR. / 2. KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATION. 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4. ALL WATER METERS TO BE SIZED BY ACSA / A EXA N LEGEND: 1 (1) WET TAP 8" T.S. & V. TO EX. 12" W.L. B � N (1) 8 G.V. ---------- 6" STORM DRAIN QO2 (1) 45° BEND / EXB / I A SANITARY STRUCTURE O) �O (18X8X8" TEE / (1) 8" G. V. I M STORM STRUCTURE ( 1 ) 8X8X6" TEE / � I M/ (1) F.H. ASSEMBLY YARD INLET (1) 90° ELBOW r (1) 8X8X4" TEE (1) 4" G. V. I (1) 4" PLUG THREADED FOR 2" COMP. FITTING (1) 2" CORP. STOP / 64 X I L 2" COPPER LINE TO METER (SEE ACSA DETAIL) STATE HIGHWAY 1NTERccEss o,W) R -� I I I L 7 1.5" METER VAULT LIMITEARIAB�E Q (SEE ACSA DETAIL) I I (1) BLOW -OFF VALVE / 2 I I I K 8 � � (1) 8" G.V. END OF PUBLIC EASEMENT STO R M WATE R ACCESS / I I \\ \ �� /- EX. G.V. K 9 DOMESTIC AND FIRE LINE CONN. AT BLDG. EASEMENT 2 10 FIRE DEPARTMENT CONNECTION (FDC) 20 SAN MH TOP=416.66 qd 1 1 4" DOMESTIC METER W/ 1 " CONN. & SETTER 2 o l IN=413.57 12 22.5>, BEND I I INV OUT=413.39 J / H CONN. 30 0 30 60 90 13 1" DOMESTIC METER W/ 1.5" CONN. & SETTER / / � FOR TEMP. / P MP LINE II J ° J � 4 12 12x8" TEE SCALE: 1 " = 30' �� B 1 // 1 6 T S 10+001 I \ / / I 0 8"HDPE- 8" Noe�� HDPE I 5 28 LF NON PERFORATED , , I \ B �NOQE $ w I (SEE DETAIL, SHEET C10) � INV. OUT = 420.56 CLEANOUT X 3 �'' \\ \\ / /� X 000000 13 I t } BLDG 1 18 I l REC. CTR. I o \\ I X� co-°\ I I 0 1 -STORY I \\ BMP #2 �� _a BLDG #3 CO I TOP=431.19 11 C01 INV OUT=4 . 5 I I H_- ___����� X� ______----- ��"-------� I `---------- 24 UNITS l W D -7- 5 ,' I I o I H X - i 102 LF PERFORATED I 58 LF NON PERFORATED �' a 3 -STORY X x= -.� 3 4 8" DPE 8 3 SEE DETAIL, (SEE DETAIL, SHEET C10) ( SHEET C10) I 8„ I I SAN -X X INV. OUT = 427.50 10 I 6 1 7 Op � 102 LF PERFORATED g G (SEE DETAIL, SHEET C10) CLEANOUT X 3 i \ TOP=447.03 2 � INV OUT=428.50 CO3 I 5 I --_ u 00 w 9 O� EXC a o- O G ��------____ _BMP #1 �► `�\ - 1 00o I 00 9 `� I11 C 1 0 ----------�I-----� 00 0 BLDG #2 s L ---� (`-- 1 pct TOP=444.40 CO2 LL ` 24 UNITS I I - 20' PUBLIC 20' PUBLIC - - - - - _ i- 10 INV IN=427.60 INV OUT=427.60 I I Co- r _ a 3 -STORY S I I F 3 WATERLINE SANITARY -� u I I W F 34 32 EASEMENT EASEMENT 8 12 21 z I CQ I _ 2 I 4 C, O 5 ro� 2 22 I 00 - 0 6 a I I 16 O 42 , -/ 36 00 F, 4 ,� , , 8" SAN TRENCHDRAIN �� 12 I I 1 5 00 } I o �I I I E CoQ 9 13 w 22 1 6 G 11 1 ___ 0 00 00 0- I I E o -- 9 4 I 10 I 0 °--_-�= I 41100 p C3 CO I I TOP=459.82 C08 INV IN=440.02 10 31 TOP=453.34 C06 INV IN=436.61 I 7 TOP=436.32 C05 p I I INV OUT=440.02 H 7 30 INV OUT=436.61 \ gyp,, _ 9 I INV OUT=428.36 I I I W _ a $ TOP -465.90 C010 ? $ = INV OUT=443.25 - 19 28 26 syr \ ° TOP=441.79 w- C04 INV IN=427.97 a 3 I _ _ _ - `HDPE Ty"H PE \ _ I o INV OUT -427.97 � I PLU_ I J 20 J3: i 10 i 24 6 � 10 4 ,r I p h D �� 29L 11 1 \ 7 I CO - I ©� I v I = I I D $ TOP=464.89 J BLDG # 5 m C09 INV IN -442.63 I N 2 18 C07 TOP 457.55 25 INV OUT 0 3 g I a I O _ _ � I co a 39 5 I O 8 UNITS INV OUT=442.63 I� -438.00 O a BLDG # 4 8» SAN 5 � }- o I 0 I I 2 -STORY =; 9 24 UNITS _ F I o - o 00 0 3 -STORY 3 0 -_ E 5 0 0 I C 24 0000 �� 2 23 O 17 I26 14 I C 0 0 X 000000 I I I 00 00 38 I 14 CONTR. TO CONN. ROOF I v I I Go 13 I = CONTR. TO DAYLIGHT ROOF LX LEADERS LINE VIA TO MAIN STORM R WYE CONN, TYP. STORI I ACCT I ACC SSS LEADERS TO PROP. DITCH (SEE GRADING PLAN), TYP. X _ X X 0 90 J EASEMNT I B- - --i i - i - -- -- -- -- -- -- -- -- i - - - - -- -- -- �III B 1 � _ T 25'x20' L I TEMPORARY PUMP PUMP LINE I TO BE RAN �- X GRADING AROUND FOR EX. THROUGH CULVERT ,= CROSS ROAD TO I ESMTI LINE REPLACEMENT I TO OORD. LAN = I o A I I T _ I - I 1 (CONTR. & SPEC. WI H AC A I I I 1 I I I I I I BEFORE CO TR. NS) I I I I I I I I EXD I 1 2 3 4 5 6 1 7 8 1 9 1 10 1 11 1 12 13 14 15 16 17 1 18 1 19 1 20 21 • VI t 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 0L' H 0P P ' G� "D. Kent O'Donohue, dr.a e Lic. No. 0406001683 &, kO3-14-20 7 ,0� P E A R Z Q i II I- U OY > U) W z J 0 W J O Q Cn W m Q 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 SHEET NO. 0 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. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 STH OF r G' "D. Kent O'Donohue, Jr.a r, Lic. No. 0406001663 S, 03-14-2017 ,d 1� SCA P E A R G� 5� ^L I..L Q �o O Q0 c� Z) m_ U Z Z_j J J 0 O I..L MW W 2 Z J Z 0 V i ii U � U 0 � W z J O (n W J O Q C/7 W m Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE 1 "=30' REVISIONS: 1 2 3 4 5 6 7 8 1 9 1 10 1 11 1 12 13 14 1 15 16 17 1 18 1 19 1 20 21 12-09-2016 ISP #1 01-04-2017 MATCHLINE, THIS SHEET WPO #1 03-14-2017 GRADING NOTES. 0 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR I I 'iI /'�• I 0 OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE �;��\\ TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS �-'�'�' \ I \�'--'/ \\� \\ REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN AREAS TO I 15.5s,c-z I RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE ORIGINAL GROUND SURFACE. _ \ o 1642\1 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE 416.42 C WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. N N 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND GRADES AS INDICATED. `\ 4. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB -1 FOR STORM DRAINAGE PIPING. 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO\ EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT / ' 1 ' / ' / / /' / ' // J ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING '' , OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35°F (1°C). '''--''�- _--- // ,-' __-;, �'',y-' ,-r ,' ,-' / ,,- ,, / / ,' /' ,// ,_�' ,/ ,/ / /�, ,_- /' /,' /; BENCHMARK 1 M ■ -TOP OF MONUMENT 1 \ - ELEV= 420.99 \ 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN ,-'' / / _-- __--- ,, -- -- �/ / _ _ - / / / ,/�/ ,, / / -// ,' �,, �_;--__-,-'/;,-'�/�'//','//' ,' �/ ,'/ ,' / ATMOSPHERIC TEMPERATURE IS LESS THEN 35°F (1°C). / 7. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED SUBGRADE _ ,,_-- L ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND --'' __�-==-�___�,-- ;_--' // `\ `L___�-� / �'--------- / _-- � � / ���\ .� \ L CROSS SECTION, WITH NOT MORE THAN 1/2 ABOVE OR BELOW REQUIRED SUBGRADE -- \\--_\ / //'' _ ��/-/! /-,-;,/-/!/�//'//'�/'/,/- _-r_--rte\ \\ \\ `�`\ ,' ,' / EX. I/DOTLIMITED ELEVATION. ,-__--'' �,// ,,�_ '' - /- - _-' ,- �/ � � /'� / \\ / / ' ----'--\� ;�\ \\ \\ 1\\ � / � ACCESS FENCE \ \ IIV 8. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE -J-,� \ /// / / (REPLACE IN-KIND) 1 \ /,-.^ \\ / \ SETTLED ERODED OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. / / \ STAB ITE -',/- 7 1 \ \ \ LIMITED,,/;;_/,/42$ ___�- / * �/ , I \ \ 9. SPREAD TOPSOIL TO A DEPTH OF 6 OVER ALL DISTURBED AREAS NOT RECEIVING WALKS, -' ,� ` �' / __ ,' / ,- ,- / /' /' / / ,/ /,' , �� \ ' \ y ' ',-''�- '� -' - 0 \ - \ I K PAVEMENT WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING '� '/ _---'- _ _--'� '� / '�''/'� '�-''� '/ '~ �� ` I K PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES _-' �• �\ •\ ' / /'' / r / / /' l ' ,- / / __ -- \ \ \ I 1 AND DEBRIS OVER 1/2" IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF ,, ___ / / / / / - ,! / - t / >/' /'/ y \\ DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY. ,__-' ' ' ' �- / �' - /-',/'' /,' --r' / ^ / �' 1 > �' '' y'-' / / / / / /- �� 1 / � y / %__ -� D \_ I I 429.20 \- / /- � ,f / / / /��/ / /��/ / 1 -- �.' >'�/� 1 428.70 I 10. FINISH GRADE AROUND ALL BUILDINGS SHALL BEA MINIMUM OF 6" BELOW FINISHED -_�/ ��� �/� ��/ ,, ,�' ! �/' y! //' l ` ' / ' '� ---- �' - ' -'/- ' -'"' l / ! / y - N ' FLOOR ELEVATIONS. \ / / / / / / --- - / -/ 110, 429. 6 - /41816 1 f 1 I \ 424.08 , 416.39 J 11. PROVIDE A MINIMUM OF 5% SLOPE FOR A DISTANCE OF 10 AWAY FROM ALL BUILDINGS //''/''/''/Q. \ , / / / �- _� / � /� t y / --'-- �' \ / /, // / , ,- / /- /' /' / - ,� .�- -' / / _�-' ,/' 8.s \\ /,,_,_, l� / - �/� \ S 1V // /- / �,//,-/ / / ,/;,;;,/�// �! /' �� /- 1 427. \ 1- 1 ' I I ' ' 1 1�.2 I \ 41 FOR POSITIVE DRAINAGE. �,! I/ //I �,CTMITS�� ,/- ,� ,'-_ // /'/' //'�%'//'/� ^ �/ :4241�U`6 DrrL� - - \ / ' .1 / �/ / / / / / ,- /' / /-�' t \ / / �_- _ _- \ \ / /,----/ // - �'�� / / �\ / y > / y,/ - 42 36 / 4 � 63 TW:423\ 1 I 415.8 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5% / / /� . �/ �� c �/ ��\ /" / \ ,''�, /' //'/' /;' //% ;� ;////'�--',-',-' /! -' /'< _,---�/' /�' `\ `\�' --� /' /' -- ,' /-' / \\ / / 1 \ I A MAXIMUM CROSS SLOPE OF 2%. �AND ---- - / ----431.100 // '/�----- -427.65 , o I 416.4QO/ \ \ __ / -- - -4 ` 429 7 30.0 418. ` 415.929.58 /__ ,-i✓. -_ / / / 425.86 4. 6 44 7.429.08 / 429.83 I I / .3 / - �/- � � // / , � _-,-- / / � _�- / / � , / 430.75 29. � I ■ _,�///�/ _,c �,.�. / ---- 429. ' / 13 431.35 / 73 \ \ 4 0.50 + /' / 40.45 / ------ _ / 3 , -430. \ \ \ 4 4 1 ► 0.00 0 \ 1 DRIP LINE _-f' / /' >/ y y / , / / / 429. 7 ' -/ /' /'/ '//' _ �' / / ��''`/ / -f-- / Y' >-' ' / ' �3 .80 9.3 431.0 \\ _-/ / / / / / �_ / / / / -c /� / _/� _-- / �5-- -i / / / 31. 4 429.73 I , 1 I I -� ■ r ___- &90 93 .I ` '// -f/ ,/-/�� /'\ -�',// -_` /_-Y- //-��` .43 5 15� I 414.95PROTECTIVE DEVICE / ,/<'/ / 4 /_/.�--_- ---/ 4304, :42 LIMITS OF / / 430 0 / .74 3 ,/ ! !//" \ / // /'/-��, ///, // // '- --\_`_-- _' -j �-_�- 415.32 414.82MAXIMUM AND GRADING � /CLEARING / �10 11 PROPOSED GRADING /// •\ ///�//.' �_'/// / //_�/\ , 1.6 ' /-/ -�' , `� <I/J I // i < 3 431.97 / -��J'\-r \`\ �,�\I� /`' 430. 0.08 18. 415.22 41472 '/'-� // �-'/ ^-- -\-/_ % - �-yJ�/y,/ / , I` \ 4 0.96 °° /-///- •-'- -,-�`--`- ��-♦--� /,/, �\ �� I,1 \ BLDG 1 H j, -, /// '/_ -'� -/,y i`/ 50 /'-//' '�// -/ L- 'y- - > 31 -`-,1----6_--__I /-- _�/�^J -�_�-`/� '/IIIi /,I REC 414.33 MIN. 5' WHERE DRIPLNE -/i -' -/\\ �//'� =-�-. -l�,c _^ // \\/ '------ _�33 � `\ I I TW:419.00 IS LESS THAN e' �i 432. X TW:422.00 -'-- _//�_ _'- �\_/ -� \\\\\\\ �-, 4b.08 430.75 3 7 OPERATIONS RELATIVE �_y> '- ��" -1,__C/_--- �-T/----� � BME BLDG #3 3X85 43.1FFE=43 .75CONSTRUCTION \ TO THE LOCATION OF PROTECTED TREES _,/- 1 :/ \�I \ \\� `r\ UNITS (Oi44_ 4.3224 G Plate 3.38-1 Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 �/_' \-\,\/\ -'�--�/--Y �J/ ,/ \--\I` \- �-_--/- - - - - - - - ` 'TO RY- 2. i 1 / - IIII 43.4 x ' I ' I 3 G i// \, -. \�'i _c- .\\\\ ,f_--,-''' - 432. i -/ -I- / 431. 8 1\ \ \ /L-414 ,,_,, �� X FFE=433.00 i O O TREE PRESERVATION 3.38 & PROTECTION T P - - - - - ,P - ,, _ 2. 432 I I / / -,, \ \ ► I �, _-- ,/ ___-- , , /32 g _ �- -' ' I \\ \ 4i I ;'/ //,� - ' 11 \ �/ \\ \\\`\\���� 60 I l \ \ I 10 I +IDPE Z �ti, 434.. 3 446 t8 \\ \ 1 / / -'--- _ 432.33 DPE_ / OZS m I% GRADED DITCH TO CONVEY 445.68 ,' , 445.97\ �- r_\ _," / / \ \\ `; I , / ' / , - -� �_� , 32.000 32.60 WATER TO YARD INLETS AND �' \ , 432.33 ,', \ `� \� �, '' \ \\ I / ,' 00 _ // --------- _BMP- I , , 432.33 \\ \ / F AWAY FROM BUILDINGS /-' ,- /' / `\ ---____,- / --OI ��' \ 0 \ \ I 43 os TW:420.00 F �� ' •' '- - 44 `�`\\\ `\ J 434.33 I BLDG #2 � / - ,_,-�''�' 1 BW'4 00 446.21 �' --' , I /- _ \ \ r5`r `\ \ ' \ 436 _- `� / / -__ 434.33 \ 433 35 1. LL 24 UNITS W / r 4 2 4 ,, -__ ___-- _- ., 3. a _ ____ FFE=435.00-- / \ 445 4 \�\� .\ ��� _ 44(1 __- I\ / / \ \ 433.5 1 45.0 `. ----_ --- 434.33 1 1 / 3 -STORY l 4132.75 , I I ` _____ \ 1 `�\ ------ ------ ---- X30• 0 432.31 EM 0 /'' EM _ _ _T / , , 7 1 ` 445.7 4�k .10 - - 1 3.610 1 34 17 1 3.60 iBW: 1 \ , 432 83 i E I i :4�y� _- I 1 I i /,' // 0 33.1 -- --- 7._08 _ _ 445.25 -- -- _- -- -- --- 40.0 43.4 -- -- ---- -- - x4' 3 3319 , 1 432.33 1 / , / / E I , /' /- i' / / _ -__ / =__--_ I -- _-4 ., _ __ 4b. 0 - 1 44A311 4 5 5 38 -- _ --442.99- 5. 44 8$ - - _ _ _ _ 4z- 40.5 I / i I 435. --- ---- - -- �� -\ \93 `\\ -- 442 49 - - -- 0 40.5 - / \\ 34.33 4I 8 / -4 ` 00 23 446.',53 p �N4�$ - P �M„8 // ¢ 14 4.7 .133 \ 45.44 4 6 p �.tU __ � 434.3 1 434.7 1 - / 33.93 `0 45.83 442.87 442.68 N 440.0 ► 1 / I o / / , / 1.�5FFE=43 7 I I � I s 43 08 2' o �\ _ - -- .� - Q(i, 44.94 445. -------- / 1 434.33 I 3410 \ '� �. `------• ��44.6.3 4 6.84 _ _ _ _ \ I - 447.08 0 - - -, 4 \92 `\� `445.71 -_444_.51 �� D" / \ 434.33 443`2,1 444.0 - -'' X42.95 440.55 - 1 I 4 .79 446.58 `. \ 434.33 \ - O I I 010 - / / / j I _ 441 50 , / , 2 446.51 - - - 63 '� �4 30- '� '� 441.2 / / 43408 I -.f / \445 `� \ `\ `_. _ 437. \ , __ _ 4� 13 - - 442 80 ` - 440.70 4 4.20 j7 �� 6' 45.7�J� 4 0 -, 37.1 435.00 3[08 / / / l / /Q D ``\ \ . \ 43.10 ¢3.70 / _ _ _ _ 446.5 45.15 - 444 40 �4 4 4 0 442 20 441.40 O / 3. 3 4 , , / / D 4 .8 \\ - / n FFE=447\75 �� 1. 440.43.5 4 5. TW:446.17 44 .83 \442 1 92 / ' _/ 434.08 7. 4 447.08��\ 446.`16 'H E _ - 4$. / i 35.4 / / L - _ - l ' I I TW 436. 3 - ` \-- I 6 :436. 2 / `cp 42.8 i 441.5 \ � �3 ' 34.9 \ N � 441.83 TW ..34 \ , co 435.4 / °66 443.83 4.50 \ 441.83 2•P0 / 1 ' 439 8 / / 47. 34.75 / 4 4 -J / / / I I ' 1 I o \ `\\ \ \ BLDG #5 ,' 441.83 / \� / 6.00 '35.15 , 9 _"8 / 1 2\,�4.O(r - �_,' i I i 1 N \ 443.83 443.83 \ C \ \ \ ` 4 ` BLDG 4 ' O 4 434.56- - \\ 8 UNITS \ `\ TW: 4 60 # `, /' O / ' 35.59 / 4 - -i , I 1 , / 434\08 \ \l c / , I , I C \ 447.0 446.435,'20 443�.83\ 10 1 14 3520 1.. 0 FFE=44 50 44 \ 602-STORY00 \ � I 4F.O . 1 4.25' 33 -STORY 443.83 O j► / / �4/344708 A/8 I 4 .75 446.86 O 5.5 O ,/ 60 436.00 FFE=444.50 TW:442.30 4350 / /\/ 434!08446.36 / / 3.0 441.83 ' 50000 7.50 A43.00 /'4 I / 43 .00 441:00/43 44 ,' /1 ►4 1 ,00 4 46.08/ e O / W 1 11 I i 4 :4 2.00 BW:448.30 442 . ,00100 32 I 4 B / moll- , ti I JI x B d I _// // 44 50 ` / W:446. TW -45 4 � 4�0 '� ' 452 \\ ( X �.' ��y4 // /� 46 ■-■-f* f -■ �_ #..fes_ fH -E H -f■_EI -E� r= _ 30 0 30 60 90 , ' W44400 -- i c A ,' LIMITS OF DISTURBANCE A - - ---------------_----- ------ - �l.s•O��S \ / ,' � / /,'rte, � / SCALE: 1 = 30 SCALE: �- X / // MAT CHLINE, ' THIS SHEET , / , 1 r o0 / , Al I- 1 X �V . I / /IIIIIIIIIIIIIEW 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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 STH OF r G' "D. Kent O'Donohue, Jr.a r, Lic. No. 0406001663 S, 03-14-2017 ,d 1� SCA P E A R G� 5� ^L I..L Q �o O Q0 c� Z) m_ U Z Z_j J J 0 O I..L MW W 2 Z J Z 0 V i ii U � U 0 � W z J O (n W J O Q C/7 W m Q 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 SHEET NO. JOB NO. 34160034 E 0E ©n MAINTENANCE SCHEDULE FOR BIORETENTION Description Method Freuenc Time of Year SOIL TIME OF THE YEAR •85% TO 88% SAND; Bottom Inspect and repair erosion Visually Monthly monthly ORGANIC LAYER 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 Remulch any void areas By hand Whenever Whenever IN ADVANCE OF EVALUATING THE AVAILABLE MATERIAL.) needed needed Remove previous mulch By hand Once every two spring before applying new layer 1 -YR to three ears Any additional mulch By hand Once a year spring added (optional) NIA Media debris to be disposed PLANTS of Stone Surface See planting PLANTS Removal and replacement specifications of the Weir Mar. 15 to of all dead and diseased Virginia Stormwater Twice a year Apr. 30 and vegetation considered Management 'Vegetation considered Oct. 1 to Nov. beyond treatment Handbook, Section beyond treatment 30 Elev. 3.11 For anx further guidance or assistance please contact Dal=er & Associates -540-248-3220 Varies, Treat all diseased trees and depends on shrubs Mechanical or by hand N/A insect or Width disease Elevation KEY infestation Watering of plant material SF A B shall take place at the end C Immediately E of each day for fourteen By hand after N/A consecutive days after J completion of planting has been 0.86 project 36" completed 427.67 428.67 434.00 Replace stakes after one 8' 434.24 Only remove 4' 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 BMP #2 2.32 1.30 I. Inspect bi-annually and after each storm event the contributing drainage areas, Bioretention facility, J 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 determine 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 H 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 shall 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 G every two to three years. Mulch shall be replaced in spring. The previous layer shall 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 and 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. F STR #16, 60" MH -1 E I I I I I I D I I I I I I I C I I I I STR #17 18" N-12 HDPE B 144.68 LF @ 0.48% SLOPE TOP= 416.39 HT= 6.33' DAYLIGHT AT EXISTING GRADE (SEE PLAN) 1 (1 -VD CI C\(ATI(lt\I ((`\ 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: TIME OF THE YEAR •85% TO 88% SAND; Bottom • 8% TO 12% SOIL FINES; AND BMP • 3% TO 5% ORGANIC MATTER High Flow 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.) FILTER MEDIA TESTING Stone •P -INDEX RANGE OF 10-30 OR BETWEEN 7 AND 21 MG/KG Under • CECs EXCEEDING 10 High Flow • MEDIA MUST BE PROCURED FROM APPROVED FILTER MEDIA VENDOR. 1 -YR MANIFOLD FOR SECOND 36" DET. PIPE DETENTION PIPE & WEIR PLATE DETAIL N.T.S. STR #14, 60" MH -1 TOP= 414.68 HT= 4.87' I I I I I I I I I I Y2" STEEL PLATE 48" WIDE WITH 2" ANGLE IRON WELDED TO SIDES AND FASTENED TO MANHOLE WALL WITH EPDXIED %" 0 STAINLESS STEEL 6"X6" NOTCH I ANCHORS EVERY 6". 1 0 -YR STORM �1 412.14 @ 3. 7 FS I 1 2YR STORM I 411.58' @ 1 06 C S I I I I I I I I I I I I STR #15 I I I I 1 1 1 36" N-12 HDPE (2) 1 1 A / 128.54 LF © 0.20% SLOPETT MANIFOLD FOR SECOND - I *INV= 410.06 J 36" DET. PIPE J *INV= 409.81 5" ORIFICE INV= 409.81 TOP OF WEIR= 411.81 100 -YR- 412.45 II STR #13 18" N-12 HDPE 6.96 LF @ 0.86% SLOPE INV= 409.81 TO STR. # 130UT INV= 409.75 *NOTE: CONTR. TO ENSURE WATER TIGHT CONNECTION WITHIN DETENTION FACILITY. BIORETENTION DETAIL N.T.S. BIO -RETENTION SCHEDULE Landscape Plants record ofall inspections and repair reports forthe countyto onlyif requested. DESCRIPTION METHOD Required TIME OF THE YEAR SOIL Bottom BMP Inspect and Repair Erosion High Flow Di-3nm3IIr Bi-anmall Top of Top of Forebay SDP/WPO #2 Drainage Impervious Depth of Stone Bkanmallr Under sediments High Flow 1 -YR 10 -Yr Inspect and remove debris "'?']SLlali trash and I`vlonthlx or as NIA Media debris to be disposed needed of Stone Surface Weir PLANTS Berm Berm Weir Large Trees Twice a .dear Area Area areas Media* Depth** 'Vegetation considered Drain Inv. Weir Inv. beyond treatment Elev. Elev. For anx further guidance or assistance please contact Dal=er & Associates -540-248-3220 Area Elev. Elevation Length Width Elevation Elevation KEY ACS ACS SF A B C D E F G H I J 1.85 0.86 1,784 36" 40" 427.67 428.67 434.00 434.50 8' 434.24 435.30 4' 436.00 435.00 7 BMP #1 BMP #2 2.32 1.30 2,992 36" 28" 419 421.00 424.33 424.83 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 Length KEY A B C BMP #1 8. 0.8' 3" BMP #2 16' 1.0' 5" FLOW 00 100 100 r-" 0„ ♦ 00 4" 6' 6" GROUND LEVEL 2' E RIP -RAP ?ATION IS qS BEEN URING NEW RIP -RAP OT SUFFICE) CLASS A3 CONCRETE W/ 6X6, W2.9XW2.9 WWF OR FIBER REINFORCEMENT (4" MIN. THICKNESS) HIGH FLOW CONC. WEIR DETAIL N.T.S. MAINTENANCE SCHEDULE FOR SWM DETENTION Maintenance ahall be the reaponsihilitroftheok%?nerupon completion of construction. O;rnerahalil. ep record ofall inspections and repair reports forthe countyto onlyif requested. DESCRIPTION METHOD FREQUENCY TIME OF THE YEAR SOIL SCALE Inspect and Repair Erosion "v;isLIal.l topsoiling and Di-3nm3IIr Bi-anmall 03-14-2017 seeding (existing grade SDP/WPO #2 le'RI I1lLlst be ni3Intaln' Check for accumulated "Y"isLlall sediment to be Bkanmallr Bi,anmallx sediments disposed of properly GENERAL Inspect and remove debris "'?']SLlali trash and I`vlonthlx or as NIA debris to be disposed needed of properly PLANTS Remo'v'aI and replacement Re -seed distressed Twice a .dear 3115 to 4130 and 1011 to 1V30 of all dead and diseased areas 'Vegetation considered beyond treatment For anx further guidance or assistance please contact Dal=er & Associates -540-248-3220 1© I0 10 HI GI N0 IN 1. Caution needs to be taken while inspecting the Stormwater D 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. C 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 B 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 A removed and disposed of properly. 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 Z,T H OF; G f r D. Kent O'Donohue, Jr.a Lic. No. 0406001683 &, 03-14-2017 w SCA PE ARC VJ L.L Q O C� m_ U Z ZJ Q0 J O NJ 0. LU IM U) J_ Q LU 0 06 U) LU J_ LL NO I..L U) ii F --- (D U E U W z J 0 U) W J 0 a U) W m J a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. C10 o 11 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. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 LTH OF � Dr Q?i "D. Kent O'Donohue, Jr?' . Lic. No. 0406001683 k04 -14-207 PE Ag,G U) I..L Q N�o O c� a� mT- Z ZJ 0 J O W co U) LL 0 L.L N� L.L O U) U E J J 07 O U U) i i� Z) 0 J Q LU J Q DRAWN BY DKO DESIGNED BY 1 2 3 4 5 6 7 8 1 9 10 1 11 12 13 SHOWN 14 15 01-04-2017 16 17 18 03-14-2017 19 20 21 STORM 1-12 PROFILE 0 0 480 480 470 470 N N 460 460 TOP=435.52 8 INV IN=430.01 (STR: 9) INV OUT=429.91 (STR: 7) M TOP=433.23 M 450 6 INV IN=429.41 (STR: 7) 450 INV OUT=429.31 (STR: 5) /10\INV TOP -434.24 TOP=430.87 G ADE 7 IN=430.41 STR: 1 1) 1 INV IN=424.60 (STR: 1A) TOP=429.83 RADE INV OUT=430.31 (STR: 9) INV OUT=424.60 (STR: 1 B) 4 INV IN=425.76 (STR: 5) 440 INV OUT=425.66 (STR: 3) 2 NOP IN 425 03 (STR: 3) L INV OUT=425.03 (STR: 1A) _ �"-HDP YARD LLEX* - - - - INLET #1 RO F TOP=433.33 12 INV OUT -430.75 (STR: - 1 1) L - DRAIN LINE @ 1.8% SLOPE i � INV=426.88 430 430 0 82.89 LF @0.60% 59.14 LF @0.51 % 9.50 LF @3.58% 186.25 LF @1.91% 15" TYPE S HDPE 15" TYPES HDPE 12" TYPE S HDPE 15" TYPES HDPE K 43.31 LF @0.63% 87.00 LF @0.50% 114.87 LF @0.55% 24" TYPES HDPE 18" TYPE S HDPE 8" D.I. WLV 8" D.I. WL 8" FIRE LINE K 24" TYPES HDPE 121.62 LF @11.54% 191.37 LF @0.82% INTO BLDG. 3 420 " 420 D. 1. WL 8" SDR -35 PVC 8" SDR -35 PVC 2" DOMESTIC LINE BIORETENTIO 8" HDPE YARD INLET #5 ROOF INTO BLDG. #3 PRETREATME T DRAIN LINE @ 1.9% SLOPE 8" HDPE YARD INLET #15 ROOF CELL INV=42 .55 DRAIN LINE @ 1.5% SLOPE INV=430.00 410 410 J J 400 400 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 I STORM SCHEDULE I STR# TYPE NOSE TOP ELEV. HEIGHT (FT.) LENGTH (FT.) DIAMETER MATERIAL SLOPE INV. IN INV. OUT COMMENTS ST -1 / 24" DRAIN BASIN 1 NYLOPLAST 430.87 6.27 WITH SOLID TOP STORM 13-20 PROFILE 1A 87.00 24" 24" TYPE S HDPE 0.49% 425.03 424.60 H 1B 43.31 24" 24" TYPE S HDPE 0.62% 424.60 424.33 H 24" DRAIN BASIN WITH 2 NYLOPLAST 428.36 3.33 2.50 2'x2' ROAD & HIGHWAY 450 450 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 6.00 440 440 7 82.89 15" 15" TYPE S HDPE 0.60% 429.91 429.41 G 8 MH -1 435.52 5.61 ST -1 G TOP -416.44 TOP=414.66 9 59.14 15" 15" TYPE S HDPE 0.51% 430.31 430.01 16 INV IN=410.06 (STR: 17) 18 INV IN=410.75 (STR: 19) 10 DI -3A TYPE B 434.24 3.93 2.50 14 INV IN=409.81 (STR: 15) TOP=414.68 INV OUT=410.06 (STR: 15) INV OUT=410.75 (STR: 17) 11 9.50 12" 12" TYPE S HDPE 3.58% 430.75 430.41 430 INV OUT=409.81 (STR: 13) 430 12" INLINE DRAIN WITH PROP. GRADE TOP=417.04 12 NYLOPLAST 433.33 2.58 DOME GRATE EX. GRADE 20 INV OUT=413.29 (STR: 19) 13 6.96 18" 18" TYPE S HDPE 0.86% 409.81 409.75 F ARD INLET #26 YARD INLET #25 14 MH -1 414.68 4.87 ST -1 / 60" MH -1 F OP -415.00 TOP=415.70 - 15 128.54 36" 36" TYPE S HDPE 0.19% 410.06 409.81 420 =409.82 INV=410.17 420 16 MH -1 416.39 6.33 1 ST -1 / 60" MH -1 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 -3B TYPE B 417.04 3.75 4.00 HUE 21 38.78 12" 12" TYPE S HDPE 2.97% 435.15 434.00 410 .... .. 1 22 NYLOPLAST 439.76 4.61 12" INLINE DRAIN WITH E 128.54 LF @0.2 % 144.68 LF @0.48% \\-82.42 SOLID TOP E 36" TYPE S HD E �� 18 TYPE S HDPE LF @3.08% 23 50.75 12" 12" TYPE S HDP 1.20% 435.76 435.15 15" TYPE S HDPE 12" DRAIN BASIN WITH 24 NYLOPLAST 438.99 3.23 SOLID TOP 400 400 25 20.62 12" 12" TYPE S HDP 3.10% 436.40 435.76 (S E DETAIL) 12" INLINE DRAIN WITH DETENTION PIPE (2) 26 NYLOPLAST 440.83 4.43 DOME GRATE D 27 67.60 12" 12" TYPE S HDPE 2.86% 438.33 436.40 D 6.96 LF @0.86% 12 ( DRAIN WITH 390 18 TYPE S HDPE 390 28 NYLOPLAST 441.50 3.17 DOME GTE 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 31 125.91 12" 12" TYPE S HDPE 1.08% 441.69 440.33 380 380 32 NYLOPLAST 445.59 3.90 12" DRAIN BASIN WITH C 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SOLID TOP C 33 101.78 12" 12" TYPE S HDPE 1.11% 442.82 441.69 34 NYLOPLAST 447.43 4.61 12" DRAIN BASIN WITH SOLID TOP UTILITY NOTES. 10 0 10 20 30 35 25.12 12" 12" TYPE S HDPE 1.04% 443.08 442.82 � 3.0' MIN. COVER FOR SANITARY. 36 NYLOPLAST 446.08 3.00 12" INLINE DRAIN WITH B • 3.5 MIN. COVER FOR WATER. " STANDARD GRATE B VERTICAL SCALE: 1 = 1 0' 37 67.71 12" 12" TYPE S HDP 2.57% 437.50 435.76 • 1.5' MIN. SEPARATION BETWEEN 12" INLINE DRAIN WITH SANITARY AND WATER. 38 NYLOPLAST 439.50 2.00 • 1.0' MIN. SEPARATION BETWEEN 30 0 30 60 90 STANDARD GRATE 39 135.05 15" 15" TYPE S HDPE 0.50% 410.42 409.75 STORM AND WATER OR SANITARY. • CONTRACTOR TO FIELD VERIFY 40 MH -1 1 413.82 1 3.40 LOCATION AND DEPTH OF ALL 41 11.70 15" 15" TYPE S HDP 1.28% 410.67 410.52 EXISTING UTILITIES. HORIZONTAL SCALE: 1 " = 30' 42 DI -3B TYPE B 412.92 2.25 4.00 DI -3 B SHALLOW A A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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 LTH OF � Dr Q?i "D. Kent O'Donohue, Jr?' . Lic. No. 0406001683 k04 -14-207 PE Ag,G U) I..L Q N�o O c� a� mT- Z ZJ 0 J O W co U) LL 0 L.L N� L.L O U) U E J J 07 O U U) i i� Z) 0 J Q LU J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 ARB SCALE AS SHOWN REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 CSHEET,1Oof 24 JOB NO. 34160034 NI IL K IJ PROJECT: Timberland Park Apartments _ _FAM PROJECT NO: 34160034 CREATED BY: DKO 1 I DATE: March 11, 2017 10 YEAR RETURN FREQUENCY HYDRAULIC GRADE LINE CALCULATIONS (D OUTLET WATER YARD INLET TABLE (D INLET WATER 0) INLET STATION SURFACE ELEV. Do Qo Lo Sfo Hf JUNCTION LOSS FINAL H SURFACE ELEV. RIM ELEV. Vo Ho Qi Vi QiVi Vi^2/2g Hi ANGLE Ho Ht 1.3Ht 0.5Ht 1 2 425.93 1 24" 7.68 43.31 0.12 0.05 2.45 0.02 7.77 5.79 44.98 0.52 0.18 25 0.11 0.32 IN=435.76 (STR: 25) 00 1 0.37 1 426.30 430.87 2 4 426.30 24" 7.77 87.00 0.12 0.10 2.47 0.02 6.64 2.47 16.42 0.10 0.03 42 0.04 0.09 00 O 0.20 426.50 427.69 4 6 426.50 18" 6.64 114.87 0.40 0.46 3.76 0.05 2.69 7.18 19.29 0.80 0.28 78 0.52 0.86 1.11 431.45 1.57 428.07 429.16 6 8 428.07 15' 2.69 186.25 0.17 0.32 2.19 0.02 1.48 4.02 5.95 0.25 0.09 41 0.10 0.20 0.26 4� 0.59 428.66 432.56 8 10 430.41 15' 1.48 82.89 0.05 0.04 1.21 0.01 1.50 3.80 5.69 0.22 0.08 49 0.10 0.19 6.90 415.00 0.23 430.64 435.52 10 12 431.01 15" 1.50 59.14 0.05 0.03 1.22 0.01 0.08 3.25 0.27 0.16 0.06 31 0.05 0.11 0.14 EX. GRADE 0.18 431.19 433.57 12 431.21 12" 0.08 9.50 0.00 0.00 0.11 0.00 2.5 0.213 4 0.00 0.00 0.852 0.00 431.21 432.66 GRADE 0.00 --- 101.78 LF @1.11% 0.15 1 0.458 1 0.337 7.42 18 3B 10 14 16 410.95 18" 5.10 6.96 0.24 0.02 2.89 0.03 4.63 3.38 15.67 0.18 0.06 3 0.00 0.10 0.146 0.133 0.11 411.06 414.01 16 18 412.21 36" 4.63 128.54 0.00 0.01 0.65 0.00 4.33 4.90 21.21 0.37 0.13 3 0.01 0.14 0 0.278 0.15 413.58 415.72 18 20 413.58 18" 4.33 144.68 0.17 0.25 2.45 0.02 0.46 5.01 2.32 0.39 0.14 19 0.06 0.22 0.28 0.14 0.39 413.97 413.99 20 413.97 15" 0.46 82.42 0.01 0.00 0.38 0.00 0.02083 3.67 76.57 LF @4.53% 0.0833 4 32.48 0.00 0.00 0.159 0.00 413.97 416.37 0.91 0.00 -35 PVC 12" TYPE S HDPE _ 50.75 LF @1.20% 40 42 410.75 15" 0.99 135.05 0.02 0.03 0.81 0.00 1.00 4.64 4.63 0.33 0.12 87 0.23 0.35 0.38 413.58 413.82 42 413.58 15" 1.00 11.70 0.02 0.00 0.81 0.00 0.00 0.00 0.01 413.59 412.25 HI HI GI FI EI DI CI BI LD -2134 ROUTE 490 470 460 450 440 L -J 38.78 LF @2.97% 430 12" TYPE S HDPE 8" .I. WL BIORETENTION PRETREATMENT 420 CELL 410 9+50 APPENDIX 9B-1 LD -204 STORMWATER INLET COMPUTATIONS PROJECT Timberland Park Apartments 10+00 10+50 STORM 21-36 PROFILE 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 0 1 490 470 TOP=447.43 M '4 INV IN=442.82 (STR: 35) INV OUT=442.82 (STR: 33) 460 TOP=446.08 36 INV OUT=443.08 (STR: 35) 450 L 8' HDPE YARD INLET 23 ROOF DRAIN LINE @ 1.5% SL PE IN =443.08 440 K 25.12 LF @1.04% 12" TYPE S HDPE 430 420 J 410 15+00 15+50 I (D N YARD INLET TABLE (D CY) 0) O O �z 00 222TOP=439.76 22 INV IN=435.15 12" Dia. Drain Basin (Dome Grate) (STR: 23) - ce (D 8" Dia. Inline Drain (Dome Grate) N 00 433.50 INV OUT=435.15 0 (STR: 21) 00Ln 430.35 8" Dia. Inline Drain (Dome Grate) O 5 429.75 426.75 O 3.00 TOP=438.99 N O r- 00 cF CY) N C)o Lo N 24 INV IN=435.76 (STR: 25) 00 1.60 ND 00 428.77 Ln L0 n O 1 N INV IN=435.76 (STR: 37) 11 431.50 430.12 INV OUT=435.76 (STR: 23) 12 O O rF 00 O 2 3A 2.5 N TOP=440.83 14 r7 0.199 4 r7 c 0.796 0.0077 < 26 INV IN=436.40 (STR: 27) L6 �0 Lo co �o 17 433.70 431.45 8" Dia. Inline Drain (Dome Grate) INV OUT=436.40 (STR: 25) TOP=441.50 444.10 r7 M �) M 0.322 Lo � � 28 INV IN=438.33 (STR: 29) U 1.53 0.3005 4 1.202 0 4� � INV OUT=438.33 (STR: 27) � -4- 23 446.38 444.10 8" Dia. Inline Drain (Dome Grate) 2.28 24 446.08 444.65 8" Dia. Inline Drain (Std. Grate) TOP=445.59 25 415.70 0.14 0.458 0.314 6.90 415.00 TOP=442.8332 3o INV IN=440.33 (STR: 31) 6 INV IN=441.69 INV OUT=441.69 (STR: 33) (STR: 31) ALL STR. SHALL BE ADS NYLOPLAST OR EQUAL 0.1385 4 0.554 _ 0.554 INV OUT=440.33 (STR: 29) 0.02083 1.90 2 1.05 0.0833 4 1.00 _ -- 0.146 EX. GRADE 5.9 / - 1.00 0.55 0.00 10 3A 2.5 0.213 4 0.852 0 0.852 0.0273 0.02083 PROP GRADE --- 101.78 LF @1.11% 0.15 1 0.458 1 0.337 7.42 18 3B 10 125.91 LF @1.08% 12" TYPE S HDPE 2.354 0 2.354 0.0236 0.02083 6.12 2 12" TYPE S HDPE 0.0833 4 0.77 3.5 0.146 0.133 12.7 10 67.60 LF @2.86% 0.94 2.21 0.14 20 313 4 12" TYPE S HDPE 8" D.I. L 0.278 0 0.278 0.0458 1 0.02083 1 1.27 2 1.57 6" 6" -35 PVC PVCLF SDR - S 1.00 3.5 0.146 0.167 5.5 4 0.725 20.62 LF @3.10% 0.03 42 3B 4 12" TYPE S HDPE 0.1495 4 228.51 LF @2.13% 0.14 0.738 0.01 0.02083 3.67 76.57 LF @4.53% 0.0833 4 32.48 LF @6.16% 8" SDR -35 PVC 0.159 5.4 4 0.740 0.91 8" SDR -35 PVC 12" TYPE S HDPE _ 50.75 LF @1.20% 12" TYPE S HDPE 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 0 1 490 470 TOP=447.43 M '4 INV IN=442.82 (STR: 35) INV OUT=442.82 (STR: 33) 460 TOP=446.08 36 INV OUT=443.08 (STR: 35) 450 L 8' HDPE YARD INLET 23 ROOF DRAIN LINE @ 1.5% SL PE IN =443.08 440 K 25.12 LF @1.04% 12" TYPE S HDPE 430 420 J 410 15+00 15+50 I DESIGNER: DKO CHECKED: DATE 11a712016 UNITS English INLET (D N YARD INLET TABLE (D CY) 0) O O �z 00 1'.7 428.46 12" Dia. Drain Basin (Dome Grate) r- - ce (D 8" Dia. Inline Drain (Dome Grate) N 00 433.50 O Ln 0 O 00Ln 430.35 8" Dia. Inline Drain (Dome Grate) O 5 429.75 426.75 O 3.00 N N O r- 00 cF CY) N C)o Lo N 429.75 428.15 00 1.60 ND 00 428.77 Ln L0 n O 1 N 1.78 11 431.50 430.12 12" Dia. Drain Basin (Std. Grate) (6 12 O O rF 00 O 2 3A 2.5 N 1.73 14 r7 0.199 4 r7 c 0.796 0.0077 < L() L6 �0 Lo co �o 17 433.70 431.45 8" Dia. Inline Drain (Dome Grate) r7 1`0 444.10 r7 M �) M 0.322 Lo � � 6 442.83 441.30 U 1.53 0.3005 4 1.202 0 4� � � �n � -4- 23 446.38 444.10 8" Dia. Inline Drain (Dome Grate) 2.28 24 446.08 444.65 8" Dia. Inline Drain (Std. Grate) 1.43 25 415.70 0.14 0.458 0.314 6.90 415.00 6 313 6 5.18 ALL STR. SHALL BE ADS NYLOPLAST OR EQUAL 0.1385 4 0.554 0 0.554 0.0214 0.02083 1.90 2 1.05 0.0833 4 DESIGNER: DKO CHECKED: DATE 11a712016 UNITS English INLET O r- C N YARD INLET TABLE N All Inlets Grade Inlets Sag Inlets TYPE oij 1 431.33 428.46 12" Dia. Drain Basin (Dome Grate) 2.87 2 ce 429.62 8" Dia. Inline Drain (Dome Grate) 2.38 3 433.50 430.00 8" Dia. Inline Drain (Dome Grate) w 4 433.33 430.35 8" Dia. Inline Drain (Dome Grate) 2.98 5 429.75 426.75 OIC" 3.00 6 429.7 4' 8" Dia. Inline Drain (Std. Gratel 2-00 7 429.75 427.75 12" Dia. Drain Basin (Dome Grate) 2.00 8 429.75 428.15 8" Dia. Inline Drain (Std. Grate) 1.60 9 431.75 428.77 12" Dia. Drain Basin (Dome Grate) 2.98 10 431.50 429.72 12" Dia. Drain Basin (Std. Grate) 1.78 11 431.50 430.12 12" Dia. Drain Basin (Std. Grate) 1.38 12 432.60 430.67 8" Dia. Inline Drain (Std. Grate) 1.93 13 2 3A 2.5 8" Dia. Inline Drain (Std. Grate) 1.73 14 433.30 0.199 4 0.796 1 0 0.796 0.0077 0.02083 4.34 1 2 433.08 430.45 12" Dia. Drain Basin (Dome Grate) 2.63 17 433.70 431.45 8" Dia. Inline Drain (Dome Grate) 2.25 18 444.10 440.60 12" Dia. Drain Basin (Solid Top) 0.15 0.458 0.322 7.09 12" Dia. Drain Basin (Dome Grate) 4 3C 6 442.83 441.30 12" Dia. Drain Basin (Dome Grate) 1.53 0.3005 4 1.202 0 1.202 0.01 0.02083 5.28 2 3.76 23 446.38 444.10 8" Dia. Inline Drain (Dome Grate) 2.28 24 446.08 444.65 8" Dia. Inline Drain (Std. Grate) 1.43 25 415.70 0.14 0.458 0.314 6.90 415.00 6 313 6 5.18 ALL STR. SHALL BE ADS NYLOPLAST OR EQUAL 0.1385 4 0.554 0 0.554 0.0214 0.02083 1.90 2 1.05 0.0833 4 1.00 3.5 0.146 0.167 5.9 6 1.023 1.00 0.55 0.00 10 3A 2.5 0.213 4 0.852 0 0.852 0.0273 0.02083 2.54 2 0.15 1 0.458 1 0.337 7.42 18 3B 10 0.5885 4 2.354 0 2.354 0.0236 0.02083 6.12 2 0.33 0.0833 4 0.77 3.5 0.146 0.133 12.7 10 0.788 0.94 2.21 0.14 20 313 4 0.0695 4 0.278 0 0.278 0.0458 1 0.02083 1 1.27 2 1.57 0.0833 4 1.00 3.5 0.146 0.167 5.5 4 0.725 0.90 0.25 0.03 42 3B 4 0.1495 4 0.598 0.14 0.738 0.01 0.02083 3.67 2 0.54 0.0833 4 0.95 3.5 0.146 0.159 5.4 4 0.740 0.91 0.67 0.07 11151 to] 430 420 410 ace 390 9 STORM 42-39 PROFILE GZde] 430 420 410 400 390 10 480 470 450 440 430 420 410 c STORM 24-38 PROFILE 480 470 460 450 440 430 420 410 0 O r- C N YARD INLET TABLE N O P7 111) O INV. TYPE oij 1 431.33 428.46 12" Dia. Drain Basin (Dome Grate) 2.87 2 432.00 429.62 8" Dia. Inline Drain (Dome Grate) 2.38 480 470 460 450 440 430 420 410 0 IHI IGI IFI IEI IDI UTILITY NOTES: • 3.0' MIN. COVER FOR SANITARY. • 3.5' MIN. COVER FOR WATER. • 1.5' MIN. SEPARATION BETWEEN SANITARY AND WATER. • 1.0' MIN. SEPARATION BETWEEN STORM AND WATER OR SANITARY. C • CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES. 10 0 10 20 30 mom B VERTICAL SCALE: 1 " = 10' 30 0 30 60 90 HORIZONTAL SCALE: 1 " = 30' A 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 0 � Gf ,r "D. Kent O'Donohue, Jr.a Lic. No. 0406001683 71 03-14-2017 w d41 SC4 P E A R G� VJ DKO DESIGNED BY YARD INLET TABLE CHECKED BY STR # TOP INV. TYPE HEIGHT (ft) 1 431.33 428.46 12" Dia. Drain Basin (Dome Grate) 2.87 2 432.00 429.62 8" Dia. Inline Drain (Dome Grate) 2.38 3 433.50 430.00 8" Dia. Inline Drain (Dome Grate) 3.50 4 433.33 430.35 8" Dia. Inline Drain (Dome Grate) 2.98 5 429.75 426.75 12" Dia. Drain Basin (Dome Grate) 3.00 6 429.7 75 8" Dia. Inline Drain (Std. Gratel 2-00 7 429.75 427.75 12" Dia. Drain Basin (Dome Grate) 2.00 8 429.75 428.15 8" Dia. Inline Drain (Std. Grate) 1.60 9 431.75 428.77 12" Dia. Drain Basin (Dome Grate) 2.98 10 431.50 429.72 12" Dia. Drain Basin (Std. Grate) 1.78 11 431.50 430.12 12" Dia. Drain Basin (Std. Grate) 1.38 12 432.60 430.67 8" Dia. Inline Drain (Std. Grate) 1.93 13 433.00 431.27 8" Dia. Inline Drain (Std. Grate) 1.73 14 433.30 431.87 8" Dia. Inline Drain (Std. Grate) 1.43 15 431.75 430.00 8" Dia. Inline Drain (Dome Grate) 1.75 16 433.08 430.45 12" Dia. Drain Basin (Dome Grate) 2.63 17 433.70 431.45 8" Dia. Inline Drain (Dome Grate) 2.25 18 444.10 440.60 12" Dia. Drain Basin (Solid Top) 3.50 19 442.83 441.16 12" Dia. Drain Basin (Dome Grate) 1.67 20 442.83 441.30 12" Dia. Drain Basin (Dome Grate) 1.53 21 442.83 441.67 12" Dia. Drain Basin (Std. Grate) 1.16 22 446.58 442.82 12" Dia. Drain Basin (Dome Grate) 3.76 23 446.38 444.10 8" Dia. Inline Drain (Dome Grate) 2.28 24 446.08 444.65 8" Dia. Inline Drain (Std. Grate) 1.43 25 415.70 410.17 15" HDPE Insert Tee (Dome Grate) 5.53 26 415.00 409.82 15" HDPE Insert Tee (Dome Grate) 5.18 ALL STR. SHALL BE ADS NYLOPLAST OR EQUAL IHI IGI IFI IEI IDI UTILITY NOTES: • 3.0' MIN. COVER FOR SANITARY. • 3.5' MIN. COVER FOR WATER. • 1.5' MIN. SEPARATION BETWEEN SANITARY AND WATER. • 1.0' MIN. SEPARATION BETWEEN STORM AND WATER OR SANITARY. C • CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES. 10 0 10 20 30 mom B VERTICAL SCALE: 1 " = 10' 30 0 30 60 90 HORIZONTAL SCALE: 1 " = 30' A 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 0 � Gf ,r "D. Kent O'Donohue, Jr.a Lic. No. 0406001683 71 03-14-2017 w d41 SC4 P E A R G� VJ DKO DESIGNED BY DKO CHECKED BY WSM 5� SCALE AS SHOWN REVISIONS: L 09-26-2016 Q Z Q U) U WPO #1 w SDP/WPO #2 L.0. o L J � Qj O Z m O �Z � U Z C G <0 p O a U) Cn LLJ �.. j m DO a 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 SHEET NO. JOB N0. 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. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 LTH OF � Dr "D. Kent O'Donohue, Jr?' Lic. No. 0406001683 E, 03-14-2017 ,d 1� c� PE AgG U) LU J_ LL O LU Z NJ L.L LU Q ii _U U) E J J_ O U 07 ii DRAWN BY DKO DESIGNED BY DKO 1 2 3 4 5 6 ARB 8 9 10 11 12 1 13 14 1 15 16 17 18 19 20 WPO #1 21 SDP/WPO #2 WATERLINE #1 PROFILE 0 0 480 470 N w N LU cn 460 12" HDPE BLDG 5 ROOF DRAIN LINE @ z 1.0% SLO E J M PROP. GRADE , INV=440.3 M 450 EX. _ i 12" HDPE BLDC #4 ROOF DRAIN LINE Q 2.2% SLOPE INV=435.12 440 114.87 LF @0.55% 18" TYPE S HDPE L 8" HDPE BDG #3 ROOF L DRAIN LINE @ 1.8% SLOPE INV=426.88 45° BEND 430TA. Z;90° 16+69 LBEND L45- BEND 82.42 LF @3.08% STA. 15+14 ST 15+91 15" TYPE S HDP 8x8x6 TEE 8„ G V. m 8” G.V. I F.H. ASSEMBLY STA. 15+85 K 8" G.V. 8" D.I. WL STA. 13+25 STA. 14+93 CONN BLDG. #3 K 420 I CONN. TO WATERLINE #2 82.89 LF @0.60% _ -TO 8x8x8 TEE D 45° BEN D 8x8x8" TEE 15" TYPE S HDPE STA. 15+82 45° BEND STA. 11 45° BEND STA. 13+23 12x 12x8" TEE 0 STA. 11 +01 STA. 12+06 410 STA. 10+00 298.00 LF 00.519 J CONTR. TO VERIFY EX. 10 SDR -35 PVC J (TO BE REPLACED) DEPTH & LOCATION OF EX. 12" W.L. 298.00 LF @0.30% 400V-10" SDR -35 PVC 45° BEND STA. 10+32 I I 390 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 WATERLINE #1 PROFILE H H 480 WATERLINE #2 PROFILE 470 470 470 G G w EX. GRADE w 460 460 460 U) — - F� z PR P. GRADE 450 450 450 U END OF PUBLIC WL FIRE LINE CONN. TO PROP. GRADE BLDG. #5 EX. GRADE 440 440 440 E 8" G.V. E STA. 19+ 3 TAP CONN. FOR TAP CONN. TO B DG. #5 BLDG #1 UTILITY NOTES: CONN. TO WATERLINE #1 22,5 430 430 8x8x8" TEE END OF PUBLIC WL STA. 13+23 FIRE LIN eeNN. Te 430 0 3.0' MIN. COVER FOR 0 3.5' MIN. COVER FOR SANITARY. WATER. STA. 1 122.50' +31 BLDG. #2 1.5' MIN. SEPARATION BETWEEN BEND 8" G.V. SANITARY AND WATER. STA. 19+02 186.25 LF STA. 11 +01 a 1.0' MIN. SEPARATION BETWEEN DG.V. 15" TYPE 121.62 LF @11.54% STORM AND WATER OR SANITARY. D TA. 18+96 8" SDR -35 PVC CONTRACTOR TO FIELD VERIFY ONN. TO BLDG. #4 420 420 F.H 420 8x8x8" TEE STA. 10+46 EXISTING UTILITIES. STA. 18+94 DOM. CONN. TO BLDG. #2 8x8x6" TEE 8x8x4" TEE F.H. ASSEMBLY STA. 10+56 STA. 8+88 410 410 410 18.64 LF ®19.80% C 4" SDR -35 PVC C 90° BEND STA. 10+84 400 400 400 10 0 10 20 30 B B 90 3909+50 90 VERTICAL SCALE: 1 " = 10' 19+00 19+50 20+00 20+50 10+00 10+50 11+00 11+50 12+00 30 0 30 60 90 A HORIZONTAL SCALE: 1 " = 30' A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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 LTH OF � Dr "D. Kent O'Donohue, Jr?' Lic. No. 0406001683 E, 03-14-2017 ,d 1� c� PE AgG U) LU J_ LL O LU Z NJ L.L LU Q ii _U U) E J J_ O U 07 ii DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 ARB SCALE AS SHOWN REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEETC13Oof 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. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 �'�,T H OF; G f "D. Kent O'Donohue, Jr.a . Lic. No. 0406001683 ti kCO3-14-2017A P E A R G� VJ C� G L.L Q O c� mTL U Z Z_j J 0 J O _ 0./ LU C� G U 0 J J U) 0 Cn ii 0 W a W m J a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN REVISIONS: 1 2 3 4 5 6 7 8 9 1 10 1 11 1 12 13 14 15 16 17 18 19 20 21 SDP/WPO #2 SANITARY C -H PROFILE 0 0 480 480 470 - - 470 N N -OF TOP=435.25 STA=14+04.69 INV IN=430.47 (N) 460 INV OUT=430.27 (SE)TOP=440.00 460 STA=14+81.26 INV IN=434.14 (NW) TOP=435.28 INV OUT=433.94 (S) H TOP=445.62 E STA=13+12.99 12" HDPE BLDG #5 TA 9.76 M PROP. GRADE INV IN=428.57 (NW) _ ROOF DRAIN LINE @ IN+ (W) M 450 INV OUT=428.37 (NE) - 1.5% SLOPE INV OUT=439.00 (SE) 450 EX. GRADE 12" HDPE BLDG #4 INV=435.49 ROOF DRAIN LINE @ 2.2% SLOPE INV=435.49 8" MAIN WL 440 TOP=426.84 INTO BLDG. #4 440 STA= 13+01.36 TOP=431.66 D L INV IN=412.58 (NW) / STA=11+21.62 INV IN=426.81 (SW) L INV OUT=412.38 (NE) / � INV OUT=426.61 (SE) 228.51 LF @2.13% 82.89 LF @0.60% g" SDR -35 PVC 43015" TYPE S HDPE �F @4.53% 430 O @1.85% 76 .57 g" SDR -35 PVC 14.14 LF @3.61 r,K 191.37 L F @0.82% 91.70 LF g SDR -35 PVC 6" SDR -35 PVC 8" D.I. WL-,/ 186.25 LF @1 .91 % 8" SDR -35 PVC K 15" TYPE S HDPE 14.14 LF @1.06% 420 6" SDR -35 PVC 420 18.64 LF @19.80% 28.28 LF @1.06% 4" SDR -35 PVC 6" SDR -35 PVC 0 PVG 121 62 R/�� S� 410 a" - - - 410 J J 400 - - 400 I 390 390 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 SANITARY EXA-EXD & A -C PROFILE H H 450 450 B TOP=417.54 99.37 � TOP= NV IN=41 1 49 (SW) STA=13+013+01.36 INV IN=412.58 (NW) INV OUT=411.29 (SE) INV OUT=412.38 (NE) G 440 EXa STAP=15t99.37- i 440 G TOP=424.71 /NV 1N=412.84 (SW) EXC STA=1J*01.36 /NV OUT=412.64 (SE) /NV 1N=414.38 (SW) roP=420.20 DEX-DsrA=lofoo.00 INV OUT -414.35 (NE) A TOP=418.06 STA=16+29.61 430 INV OUT=415.67 (NE) PROP. GRADE INV IN=411.20 (NW) - 430 EX. GRADE TOP=418.44 -- -- EXA STA=16139.61 F --- �� INV lN=412.62(NW) F 298.00 LF ©0.519 EX. 10" SDR -35 PVC 420 - - _ - - - - _ _ - 420 3.0' COVER MIN. 30 1. 36 LF 00.439 ° E 410 EX. 10 SDR -35 PVC 298.00 LF @0.30% 410 E SEE PLAN FOR 8 D.I. WL J 10" SDR -35 PVC 30.24 LF @0.30% LF 00.059 UTILITY NOTES..PUMP AROUND 10 SDR -35 PVC\_4024 EX. 10 SDR -35 PVC • 3.0' MIN. COVER FOR SANITARY. MANHOLE IS TO BE 3.5' MIN. COVER FOR WATER. 400 INSTALLED 400 1.5' MIN. SEPARATION BETWEEN OTHERRSS SANITARY AND WATER. • 1.0' MIN. SEPARATION BETWEEN D STORM AND WATER OR SANITARY. D • CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL 390 390 EXISTING UTILITIES. 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 C C 10 0 10 20 30 B mom B VERTICAL SCALE: 1 " = 10' 30 NNW 0 30 60 90 A HORIZONTAL SCALE: 1 " = 30' A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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 OF; G f "D. Kent O'Donohue, Jr.a . Lic. No. 0406001683 ti kCO3-14-2017A P E A R G� VJ C� G L.L Q O c� mTL U Z Z_j J 0 J O _ 0./ LU C� G U 0 J J U) 0 Cn ii 0 W a W m J a 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 ET cC14 of 24 JOB NO. 34160034 ©■■ HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. VAN ACCESSIBLE � SIGN TO BE OMITTED FOR SPACES THAT ARE NOT PENALTY VAN ACCESSIBLE $100-500 FINE TOW -AWAY ZONE STEEL TUBE PIPE o CONDITION AT CONC WALK I CONDITION AT PLANTER AREA 1' DIA CONC FOOTING L I_ffL_!J HANDICAP SIGNPOST DETAIL HANDICAP ACCESS DETAIL N.T.S. HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS -.,-ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. SIGN TO BE OMITTED FOR VAN AccEsslBLE SPACES THAT ARE NOT VAN ACCESSIBLE PENALTY =100-500 FINE III -III- _ TOW - AWAY ZONE 2H OR FLATTER /\ I 1=1 1=1 1=1 1=1 III -III -III -III -III- STEEL TUBE PIPE 1V \ \ �-III-111=111=111=111=111=III _I I I_I I I_I I I_I I I_I I I_I I I_I I II //\\%\%��2� III -III -III -III -III -III -III -11 6" DIA CONC FILLED STEEL GUARD /\\/\\/\\is`iIIIIIIIIIIIIIIIIIII-1111 POST, PAINTED OSHA YELLOW W/ iI-III=III IIIIII=III=III=11111 SMOOTH CROWN ON TOP \i/\\i/\\i/�`2�r-III=III=III=III=III=III=III=III1 - _ =111=111=111=111=111=111=11111 o CD 1-111-1 I IlI lI lII I I I I(1-1 1 1I 1I11111111111111 I- -111=11RETAINED 1 (_0 z d 1-1 I 1-1 1-1 II_II I II I II I II I II \i�\%��I-III=III=III=III=III=III=III=III=III11 o Q \\/\\x111=111=111=111=111=111 111 111 111 1111 1 III III=111 11 ur) CD \/(111=III=III=III=III=III=III=III=III=III=III= m 11=1 11=1 11=1 11=1 0_ SLOPE TO GRADE l l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l 1=1h 1=1k ll l l F- SEALANT �-ill-ill-ill-ill-ill-ill-ill-111-ill-111-111= I 1=1 1=1 1=1 1=1 1=1 1=1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-IIII F,--- GRADE LEVEL H PER DESIGN TYPICAL RETAINING WALL SECTION N.T.S. o■ ons ©■■ CI :I 6" THICK ASPHALT PAVEMENT CONCRETE SLAB W/ 6X6 % W W F TOOLED EDGE GEOSYNTHETIC REINFORCEMENT, PER MANUFACTURER. VDOT CLASS A3 AIR ENTRAINED CONC. FINISH GRADE REINFORCED EARTH BACKFILL, d a PARKING LOT SEE GENERAL NOTES FOR K REQUIREMENTS W PRECAST CAP BLOCK, 74" I SECURE TO BLOCK BELOW d ° PER ANCHOR SPECS. D SEGMENTAL RETAINING WALL \\\\\\\\\\\\\\\\\\\\\\\ BLOCKS (TYP.) �' COMPACTED GRAVEL VDOT -III-III-III-III-III-III D... ° D.' D . D ..• _.:,' '�::.:..:.:.:.-..'::... I_I I I III -I I I_I ° o.Q ° 0 00. . b o,. I I -III_ -III- D III #57 OR EQUIV.) SURROUNDING J II OEEE II DRAIN TILE D � .D ::00'•.4• •:PO.:a:•�OO. "e��•��,0.'f �O� d .•Oed•O�'. `Oy .'OQ .�04 _•p:0 ..Yl:a'•'�'°''O.••4.:0••a WRAP CLEAN GRAVEL W/ O.O-.��•: o.Q'e,:�,Ga.'�•�Q.. y �'Ci o.6. ..0°-e�: .�:74...�0. C)�:a GEOTEXTILE FILTER FABRIC 24" WITHIN STATE MAINTAINED 12„ 4" PERF. PVC FOUNDATION RIGHT-OF-WAY Z DRAIN PIPE IN CLEAN GRAVEL BE CONSTRUCTED PARALLEL TO THE SLOPE 0 (VDOT #78 OR EQUIV.), DRAIN IN PRIVATELY DEVELOPED SITES U) TO DAYLIGHT MATCH IIII=IIII - - II __ IIII - I NiATCH I I I IIII SIDEWALK -UTILIZATION OF THE STONE BASE PROVIDE DAYLIGHT DRAIN THRU TO BE COORDINATED WITH THE ENGINEER a WALL ® 40'-0" O.C. MAX. 5. N.T.S. SHALL GOVERN IF THERE ARE ANY DISCREPANCIES. FINISH GRADE APPROX. FINISH GRADE I 818 mm 2MMM TOE, SEE GRADING PLAN @ 20' 0" O.C. (MAX.) SUB -GRADE COMPACTED GRAVEL (VDOT HANDICAP 4 #67 OR EQUIV.) BASE HANDICAP ACCESS DETAIL N.T.S. HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS -.,-ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. SIGN TO BE OMITTED FOR VAN AccEsslBLE SPACES THAT ARE NOT VAN ACCESSIBLE PENALTY =100-500 FINE III -III- _ TOW - AWAY ZONE 2H OR FLATTER /\ I 1=1 1=1 1=1 1=1 III -III -III -III -III- STEEL TUBE PIPE 1V \ \ �-III-111=111=111=111=111=III _I I I_I I I_I I I_I I I_I I I_I I I_I I II //\\%\%��2� III -III -III -III -III -III -III -11 6" DIA CONC FILLED STEEL GUARD /\\/\\/\\is`iIIIIIIIIIIIIIIIIIII-1111 POST, PAINTED OSHA YELLOW W/ iI-III=III IIIIII=III=III=11111 SMOOTH CROWN ON TOP \i/\\i/\\i/�`2�r-III=III=III=III=III=III=III=III1 - _ =111=111=111=111=111=111=11111 o CD 1-111-1 I IlI lI lII I I I I(1-1 1 1I 1I11111111111111 I- -111=11RETAINED 1 (_0 z d 1-1 I 1-1 1-1 II_II I II I II I II I II \i�\%��I-III=III=III=III=III=III=III=III=III11 o Q \\/\\x111=111=111=111=111=111 111 111 111 1111 1 III III=111 11 ur) CD \/(111=III=III=III=III=III=III=III=III=III=III= m 11=1 11=1 11=1 11=1 0_ SLOPE TO GRADE l l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l ll l 1=1h 1=1k ll l l F- SEALANT �-ill-ill-ill-ill-ill-ill-ill-111-ill-111-111= I 1=1 1=1 1=1 1=1 1=1 1=1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-IIII F,--- GRADE LEVEL H PER DESIGN TYPICAL RETAINING WALL SECTION N.T.S. o■ ons ©■■ CI :I 6" THICK ASPHALT PAVEMENT CONCRETE SLAB W/ 6X6 % W W F TOOLED EDGE GEOSYNTHETIC REINFORCEMENT, PER MANUFACTURER. VDOT CLASS A3 AIR ENTRAINED CONC. FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS d a PARKING LOT ® 20' 0" O.C. (MAX.) H L W MATCH SLOPE ON PLAN 74" I CLASS A3 TOP OF d ° CONCRETE PAVEMENT D b \\\\\\\\\\\\\\\\\\\\\\\ z �' ° -III-III-III-III-III-III D... ° D.' D . D ..• _.:,' '�::.:..:.:.:.-..'::... I_I I I III -I I I_I ° o.Q ° 0 00. . b o,. I I -III_ -III- D III p p ' :4 'p• ,b.:.C, a o: �p"o:a: :;: o..",d.e • 4.......;:d.::�' - -III -III II OEEE II =III=_ III p°' D � .D ::00'•.4• •:PO.:a:•�OO. "e��•��,0.'f �O� d .•Oed•O�'. `Oy .'OQ .�04 _•p:0 ..Yl:a'•'�'°''O.••4.:0••a Q• .R� k � e k�•' *4n •a�� a ab'''.e• '.b� :h' .�. .off o . o. .d' a'•.e . d':r o o• •'a%A, e d o O.O-.��•: o.Q'e,:�,Ga.'�•�Q.. y �'Ci o.6. ..0°-e�: .�:74...�0. C)�:a 4" STONE BASE REQ'D 6'" 24" WITHIN STATE MAINTAINED 12„ I III RIGHT-OF-WAY THE BOTTOM OF THE CURB & GUTTER MAY *STONE BASE IS NOT REQUIRED BE CONSTRUCTED PARALLEL TO THE SLOPE = IIII =III=II = OF THE SUBSURFACE COURSES PROVIDED A IN PRIVATELY DEVELOPED SITES MINIMUM DEPTH OF 7' IS MAINTAINED BUT MAY BE BID AS AN ALTERNATE. MATCH IIII=IIII - - II __ IIII - I NiATCH I I I IIII SIDEWALK -UTILIZATION OF THE STONE BASE 7$ TO BE COORDINATED WITH THE ENGINEER CG -6 (WET) DETAIL AND CURB AND GUTTER CONTRACTOR 5. N.T.S. SHALL GOVERN IF THERE ARE ANY DISCREPANCIES. FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS 818 mm 2MMM @ 20' 0" O.C. (MAX.) SUB -GRADE -W 118.0 in HANDICAP 4 45.0 n 2410NP ROUGH GRADE MONOLITHIC SIDEWALK DETAIL PAVEMENT JOINT DETAIL N.T.S. �j/\// CLASS A3 14 mm 143 mm 301SNP ad .'.. TOP OF 7.5 In 12.0 In \ (.0CONC&ETE PAVEMENT ' 191 "IM1. 05 r11r11 a mm 1473 nim 3895NP M =III=III=III=III I l l d ad °. 5, In In -III III 11-1 I l i i d3/8 I ° 8 mm 1473 mrn .51 °. • '•q' d a.'G.•�': a.'o.O .. ,>'..o :e: ` II .. "''b:y ... .... �. ... ..q.•'' q .a:: •.C.7 0..•.o•;. a'•'..p ., ..0:••O'? THE BOTTOM OF THE �::Q.e .•.:... • > L:e..;'•D.o:::.:: , ..a,Q.:°':; be. a::bD::°', o:;:."'::;p.•.;.o . ... ����. '.e eCx CURB AND GUTTER MAY eO �" oGl �9: G7..::� ^�'4:fJ'; '' 'oO O'..4� .9:0 �� ''a �-•'. .: • 4 _ BE CONSTRUCTED PAR- ALLEL TO THE SLOPE OF THE SUBSURFACE 6" 24" COURSES PROVIDED A MINIMUM DEPTH OF 7" SI MAINTAINED CG -6 (DRY) DETAIL N.T.S. EXISTING PAVEMENT PROPOSED PAVEMENT SAWCUT AND CHIP AWAY 12" EXISTING SURFACE COURSE WIDTH PFR PIANS 6"X6" W2.9XW2.9 WWF i 1/2" PREFORMED EXPANSION VARIES JOINT FILLER WHERE SEE PLAN ADJACENT TO BUILDING ° CLASS A3 AIR ENTRAINED CONC 4" VDOT #21A FINISH GRADE ROUGH GRADE 4" TOP OF \\//\\\\//\\/ a PAVEMENT CID I -III -III -III -III -III -III D D p -III-III-III-III-III-III-I • • • 71. I I_I I I I I I_I I I ° D ' a tl4� . a.: o�.. a; : d6.O..d-_° pq:•,e �° ao ke �.D o: D D _ b? :'g:' • N ' A, :.b'': a p:', •. ' o'p :: 9b' y' ..: o'i7 • e:o.0 1 ° Od.. ' e" j7.. q d'O.' 4 b a O • P.Qe pp'•.e °e �. CLASS A3 CONCRETE o ° is •• b:.o •: o: £J °. ?`: .e:: 6" CG -2 DETAIL N.T.S. FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS @ 20' 0" O.C. (MAX.) 4" CLASS A3 TOP OF CONCRETE PAVEMENT � .. � b '.,SS.O •e''•'oo: :Dly p:.o :•G.p,:� 111 I p 111-111-1 4 I> n D D ::00".4• • Po.,'q ?. •:OO F?- :''�.Q ''A -111-_ 111 +O' �O' •O' •O' 'fes:' .o.'� * •-:aa8•.c7:.:,:'�..aa.:a' a.,�:: o� •. oA.o` a ' e°b''e tl' a:.o•..p.. 60.: n:°ooh .:•.e e o,: •a- .O a'A,• .O :4 .b ie .d r e:b O!4 ?p0,•o. ° O:•o• .O• I� 12" 24" S.S. SMOOTH DOWEL SEE DETAIL BELOW EXPANSION JOIIINT COMPRESSIBLE FILLER WITH RECESSED SEALANT D D D... 1p'D. D S.S SMOOTH DOWEL W/ : D .' `. ° 4. EXPANSION CAP OR p SLEEVE AT ONE END CONCRETE SLAB �: tl�.O�a. bq'P=O:•e. a 004~: dp ,o. pq'�O'.+e. �^ O'O�'..4•'�' dp a. ?:'� p o.'e'pep °-a�. ''t]d', o. •: Fora`.' :o�° � '�O�'o.':e: ..�; a` y COMPACTED •4 :Gp.o.�eb o,o.•e co �,e >Gp<. e.'eb p,o. ;oo. a AGGREGATE COMPACTED /IV/\j/\j/\\\\\\\\�j� \\/\\/\\/\ SUBGRADE CURB AND GUTTER JOINT DETAIL N.T.S. *PAVEMENT DESIGN SHALL BE SM -9.5 A BITUMINOUS CONFIRMED BY GEOTECHNICAL CONCRETE PAVEMENT /4" RAD. ENGINEER BEFORE SITE IS BM -25 BITUMINOUS EXCAVATED TO SUBGRADE LEVEL CONCRETE PAVEMENT SM -9.5 A BITUMINOUS 4" CONCRETE PAVEMENT (1) #4 CONT. SLOPE PER PLAN >, - a' AGGREGATEVDOT BASE 21A AGGREGATE i , , \i�\i\\i�\i�\i\\i\\i/\\i�\i�\i�\i�\i�\i a" B"THICK COMPACTED SUBGRADE - - - - - - NOTE: \ \ \ \ \ \ \ \ \\\ \\ \\\ \\ #21A STONE /\\\\\\\/ /\\/ //\ // // A o o FINISH - TROWELED EDGES, BROOM FINISH STRUCTURAL BACKFILL *WWF SHALL BE PLACED IN CRACK CONTROL JOINT SPACING SCORING EVERY 6' (WHERE FILL IS NEEDED) $ 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. Section 2722 Engineered Surface Drainage Products GENERAL PVC surface drainage inlets shall be of the inline drain type as indicated en the contract drawing and referenced within the Contract specifications. The ductile iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced drainage Systems, Inc., or prior approved equal. MATERIALS In n I I r rm i r i The Ii drat required for this contract sha I be manufactured from PVC pipe stock, utl Izing a therm d in process to efo the p pe stock to the fu n shed configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for Taints for drain and sewer plastic Dioe using flexible elastomeric seals. The flexible elastomeric seals shall conform t0 ASTM F477. The pipe bell spigot shall be joined to the inline drain body by use of a Swage mechanical joint. The raw material used to manufacture the pipe stock that is used to manufacture the inline drain body and pipe stubs Of the Surface drainage inlets shall Conform t6 ASTM DT 784 Cell Class 12454. N.T.S. N.T.S. NYLOPLAST INLINE DRAIN WITH DOME GRATE (1) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. 0 it 8"-3ir MINIMUM PIPE BURIAL DEPTH PER PIPE INVERT ACCORDING TO MANUFACTURER PLANSITAKE OFF RECOMMENDATION WHEN ARE INLINE DRAINS USED? 270aAG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 271BAG__X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS ;///////////ii///////WIWA • - 'moi ����L��,'�:���AMAWAS � •�� •� ��.� �� �� ��J - • d - TYPICAL INSTALLATION OF NYLOPLAST INLINE DRAIN DRAIN BASIN AND INLINE DRAIN DRAIN BASIN 1: TO ENTER AN EXISTING LINE U-.1 . 1... o!e.o 2: AT THE BEGINNING OFADRAIN LINE USING AN ELBOW & RISER ER 12' DRAIN BASIN The grates Furnished for all surface drainage inlets shall be ductile Iron grates for sizes 8 10 , 12 , 15 , 18 24 and 34 shall be made specally for each fitting to' INLINE DRAIN J so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for inline drains shall be capable of supporting H-20 (3) VARIOUS TYPES OF INLET&OUTLET ADAPTERS 3 AVAILABLE: 4" - 30' FOR CORRUGATED HDPE () VARIABLE ELEVATION (2) INLET &OUTLET wheel loading for traffic areas or H-10 loading for pedestrian areas. 12" and 15" square grates will be hinged to the frame using pins. Metal used in the (ADS N-121HANCOR DUAL WALL, ADSIHANOOR ADAPTERSCANBE manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron. Grates shall be provided painted black. ' SINGLE WALL), N-12 HP, PVC SEWER (EX:SDR35), PUTON ANYANGLE PVC DWV (EX: BCH 40), PVC C900/C905, INSTALLATION r CORRUGATED & RIBBED PVC The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be WATERTIGHT ADAPTERS AVAILABLE crushed stone or other granular material meeting the requirements of class 1 or dans 2 material as defined in ASTM X2321. Bedding and backfill for surface WATERTIGHTJOINT FOR MOST COMMON PLASTIC PIPING SYSTEMS 10"INLINE DRAIN drainage inlets shall be well placed and compacted uniformly in accordance with ASTM 42321. The drain basin body will be cut at the time of the final grade. No (CORRUGATED HDPE SHOWN) WHEN ARE DRAIN BASINS USED? brick, stone or concrete block will be required to set the grate to the final grade height. For H-20 load rated installations, a concrete ring will be poured under and around the grate and frame. The concrete slab must be designed taking Into consideration focal soil conditions, traffic loading, and other applicable design factors. 2808AGx 4: FORSHALLOW For other installation considerations such as mi ration of Fines, round water, and soft foundations refer to ASTM D2321 uidatineS. 2810AG__X 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 5: TO CHANGE DIRECTION g g 9 APPLICATIONS 2812AG _ _ X 2815AG _X THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 2818AG __X GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 2824AG X OR CLASS 11 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & 2830AG X g• B. I BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. I � - CORRUGATED A" HDPE PIPE SMOOTH WALL PVC B PRINT DISGLOSEIS BUB.03Cr HfITr9Z NN MM 101I MY CA WTGBAL r190VERONAAVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE 1- STRUCTURES &ADAPTERS AVAILABLE INSIZES B•-30" THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE 1 - 8"-30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A530 GRADE 7040.05. 2 -ADAPTERS CAN BE MOUNTED ON ANYANGLE 0° TO 380°, TO DETERMINE AAJ2TrHA8PR4PWErARYPoGHTB THERT3C9Pr lIIFORD,aIIl�S NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA30519 NYLOPLAST HAS PROPRIETARYRIGHTS. THE RECEIPT BUFORD, GA 30518 POBBES9f711 Of THIS PIW DOES ROTCONFEIR BAN WIM PNI (R1j 912d9l6 2 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE O -25-10 MI (770)932-2443 MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 OR POSSESSION of THIS PRINT DOES NOT CONFER DATE 940410 PHN fn(l) 992-2413 WSFERORLKEMEETHE USE OFTHE DESIGN OR y�� ^�5+ FArf77Po94<►21M ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), TRANSFER, OR LICENSE TH E USE OF THE DESIGN OR FAx 70932.2400 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS y r� n ( TRANSFER, OR LICENSE THE USE OF THE DESIGN OR v FAX f77019YG24911 x111I INFOR XT10N 3H10W IRER34 RVMm� CU 17781G'TI�/IMS T ,+sK�yloPfrhaass N-12 HP, &PVC SEWER (4--241. TECHNICAL INFORMATION SHOWN HEREIN APPD BY CCA PROJECT NOJNAME Nr tO ast ' .nylopiwt-us.mm RISERS ARE NEEDED FOR BASINS OVER 84"OUETO SHIPPING RESTRICTIONS TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNANE �r �O ��t !�,.nyI0plastila.a ,F1000L7XM OF TH 03 PR94T OR ANY INFORWJUM TITLE 3 - 8"- 30" DOME GRATES HAVE NO LOAD RATING REPRODUCTION OF THIS PRINT ORANY INFORMATION SEE DRAWING NO.7001-11D065 TTTLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE nAN® II MN. CR MANLFACTURE Of MY DATE h,6•13 CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 08.27.13 INLINE DRAIN WITH DOME GRATE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 1$10 MILE HFAFFROK FORTHE DWLOWRE TO OIFEM 8 N- 901N NIJi ORIIN SFSCRCIn101R ARTICLE HEREFROM, FOR THE DISCLOSURE MOTHERS OUICK SPEC INSTALLATION DETAIL ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS BIN • SO IN TYPICAL INSTALLATION OPTpN$ ORBDUL�1, F7EC�i BYSPECFC WRmBI IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN Hr4S10H F73711,ryT Lq,. OOPS IW A SCALE 1.1 91ffr 1DF1 A" Na 7909.1104199 HEY • PERMISSION FROM NYLOPLAST. om,3 mon DWG SIZE A SCALE 1:40 SHEET 1OF1 DWO NO, 7003.116957 REV C PERMISSION FROM NYLOPLAST. =I._0,L"T DNG SIZE A SCALE 1:40 SHEET 101`1 DWG NO. 7001.1111 REV D TOP VE'N FLARED END SECTIONS THRELtDED POD /WING NLF AND SPA ERS :E NOTE r� fir RIGHT SIDE bIEW PART# PIPE BITE d a PARKING LOT „_ +2 H L W MATCH SLOPE ON PLAN 12 in 6.5 it d ° 24" DIA CONC AT 6" POST vp 4 ° ° _ PROPOSED SURFACE 1210NP z 01-04-2017 III - III - I .6 -I� COURSE COURSE SDP/WPO #2 M II OEEE II mrn mm 1 mm mm - II I-IIII BENCHED PROPOSED BASE 161n 6.5 In d 10" LONG #6 REBARS c4 EACH POST I III o ° PAVEMENT COURSEII 29.0 In 375 mm = IIII =III=II = JOINT o0 00 o oma -PROPOSED AGGREGATE 165 mm 635 mm NOTE: REFER TO ARCHITECTURAL PLANS FOR MATCH IIII=IIII - - II __ IIII - I NiATCH I I I IIII SIDEWALK qq� o V 0 SUB BASE O° 7$ N ADDITIONAL DETAILS. ARCHITECTURAL PLANS DETAIL PAVEMENT 5. SHALL GOVERN IF THERE ARE ANY DISCREPANCIES. DETAIL \ 95% COMPACTED 818 mm 2MMM 24 in SUB -GRADE -W 118.0 in HANDICAP BOLLARD SIGNPOST DETAIL 45.0 n 2410NP MONOLITHIC SIDEWALK DETAIL PAVEMENT JOINT DETAIL N.T.S. 457 mm 1B5 mm WIDTH PFR PIANS 6"X6" W2.9XW2.9 WWF i 1/2" PREFORMED EXPANSION VARIES JOINT FILLER WHERE SEE PLAN ADJACENT TO BUILDING ° CLASS A3 AIR ENTRAINED CONC 4" VDOT #21A FINISH GRADE ROUGH GRADE 4" TOP OF \\//\\\\//\\/ a PAVEMENT CID I -III -III -III -III -III -III D D p -III-III-III-III-III-III-I • • • 71. I I_I I I I I I_I I I ° D ' a tl4� . a.: o�.. a; : d6.O..d-_° pq:•,e �° ao ke �.D o: D D _ b? :'g:' • N ' A, :.b'': a p:', •. ' o'p :: 9b' y' ..: o'i7 • e:o.0 1 ° Od.. ' e" j7.. q d'O.' 4 b a O • P.Qe pp'•.e °e �. CLASS A3 CONCRETE o ° is •• b:.o •: o: £J °. ?`: .e:: 6" CG -2 DETAIL N.T.S. FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS @ 20' 0" O.C. (MAX.) 4" CLASS A3 TOP OF CONCRETE PAVEMENT � .. � b '.,SS.O •e''•'oo: :Dly p:.o :•G.p,:� 111 I p 111-111-1 4 I> n D D ::00".4• • Po.,'q ?. •:OO F?- :''�.Q ''A -111-_ 111 +O' �O' •O' •O' 'fes:' .o.'� * •-:aa8•.c7:.:,:'�..aa.:a' a.,�:: o� •. oA.o` a ' e°b''e tl' a:.o•..p.. 60.: n:°ooh .:•.e e o,: •a- .O a'A,• .O :4 .b ie .d r e:b O!4 ?p0,•o. ° O:•o• .O• I� 12" 24" S.S. SMOOTH DOWEL SEE DETAIL BELOW EXPANSION JOIIINT COMPRESSIBLE FILLER WITH RECESSED SEALANT D D D... 1p'D. D S.S SMOOTH DOWEL W/ : D .' `. ° 4. EXPANSION CAP OR p SLEEVE AT ONE END CONCRETE SLAB �: tl�.O�a. bq'P=O:•e. a 004~: dp ,o. pq'�O'.+e. �^ O'O�'..4•'�' dp a. ?:'� p o.'e'pep °-a�. ''t]d', o. •: Fora`.' :o�° � '�O�'o.':e: ..�; a` y COMPACTED •4 :Gp.o.�eb o,o.•e co �,e >Gp<. e.'eb p,o. ;oo. a AGGREGATE COMPACTED /IV/\j/\j/\\\\\\\\�j� \\/\\/\\/\ SUBGRADE CURB AND GUTTER JOINT DETAIL N.T.S. *PAVEMENT DESIGN SHALL BE SM -9.5 A BITUMINOUS CONFIRMED BY GEOTECHNICAL CONCRETE PAVEMENT /4" RAD. ENGINEER BEFORE SITE IS BM -25 BITUMINOUS EXCAVATED TO SUBGRADE LEVEL CONCRETE PAVEMENT SM -9.5 A BITUMINOUS 4" CONCRETE PAVEMENT (1) #4 CONT. SLOPE PER PLAN >, - a' AGGREGATEVDOT BASE 21A AGGREGATE i , , \i�\i\\i�\i�\i\\i\\i/\\i�\i�\i�\i�\i�\i a" B"THICK COMPACTED SUBGRADE - - - - - - NOTE: \ \ \ \ \ \ \ \ \\\ \\ \\\ \\ #21A STONE /\\\\\\\/ /\\/ //\ // // A o o FINISH - TROWELED EDGES, BROOM FINISH STRUCTURAL BACKFILL *WWF SHALL BE PLACED IN CRACK CONTROL JOINT SPACING SCORING EVERY 6' (WHERE FILL IS NEEDED) $ 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. Section 2722 Engineered Surface Drainage Products GENERAL PVC surface drainage inlets shall be of the inline drain type as indicated en the contract drawing and referenced within the Contract specifications. The ductile iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced drainage Systems, Inc., or prior approved equal. MATERIALS In n I I r rm i r i The Ii drat required for this contract sha I be manufactured from PVC pipe stock, utl Izing a therm d in process to efo the p pe stock to the fu n shed configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for Taints for drain and sewer plastic Dioe using flexible elastomeric seals. The flexible elastomeric seals shall conform t0 ASTM F477. The pipe bell spigot shall be joined to the inline drain body by use of a Swage mechanical joint. The raw material used to manufacture the pipe stock that is used to manufacture the inline drain body and pipe stubs Of the Surface drainage inlets shall Conform t6 ASTM DT 784 Cell Class 12454. N.T.S. N.T.S. NYLOPLAST INLINE DRAIN WITH DOME GRATE (1) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. 0 it 8"-3ir MINIMUM PIPE BURIAL DEPTH PER PIPE INVERT ACCORDING TO MANUFACTURER PLANSITAKE OFF RECOMMENDATION WHEN ARE INLINE DRAINS USED? 270aAG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 271BAG__X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS ;///////////ii///////WIWA • - 'moi ����L��,'�:���AMAWAS � •�� •� ��.� �� �� ��J - • d - TYPICAL INSTALLATION OF NYLOPLAST INLINE DRAIN DRAIN BASIN AND INLINE DRAIN DRAIN BASIN 1: TO ENTER AN EXISTING LINE U-.1 . 1... o!e.o 2: AT THE BEGINNING OFADRAIN LINE USING AN ELBOW & RISER ER 12' DRAIN BASIN The grates Furnished for all surface drainage inlets shall be ductile Iron grates for sizes 8 10 , 12 , 15 , 18 24 and 34 shall be made specally for each fitting to' INLINE DRAIN J so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for inline drains shall be capable of supporting H-20 (3) VARIOUS TYPES OF INLET&OUTLET ADAPTERS 3 AVAILABLE: 4" - 30' FOR CORRUGATED HDPE () VARIABLE ELEVATION (2) INLET &OUTLET wheel loading for traffic areas or H-10 loading for pedestrian areas. 12" and 15" square grates will be hinged to the frame using pins. Metal used in the (ADS N-121HANCOR DUAL WALL, ADSIHANOOR ADAPTERSCANBE manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron. Grates shall be provided painted black. ' SINGLE WALL), N-12 HP, PVC SEWER (EX:SDR35), PUTON ANYANGLE PVC DWV (EX: BCH 40), PVC C900/C905, INSTALLATION r CORRUGATED & RIBBED PVC The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be WATERTIGHT ADAPTERS AVAILABLE crushed stone or other granular material meeting the requirements of class 1 or dans 2 material as defined in ASTM X2321. Bedding and backfill for surface WATERTIGHTJOINT FOR MOST COMMON PLASTIC PIPING SYSTEMS 10"INLINE DRAIN drainage inlets shall be well placed and compacted uniformly in accordance with ASTM 42321. The drain basin body will be cut at the time of the final grade. No (CORRUGATED HDPE SHOWN) WHEN ARE DRAIN BASINS USED? brick, stone or concrete block will be required to set the grate to the final grade height. For H-20 load rated installations, a concrete ring will be poured under and around the grate and frame. The concrete slab must be designed taking Into consideration focal soil conditions, traffic loading, and other applicable design factors. 2808AGx 4: FORSHALLOW For other installation considerations such as mi ration of Fines, round water, and soft foundations refer to ASTM D2321 uidatineS. 2810AG__X 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 5: TO CHANGE DIRECTION g g 9 APPLICATIONS 2812AG _ _ X 2815AG _X THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 2818AG __X GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 2824AG X OR CLASS 11 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & 2830AG X g• B. I BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. I � - CORRUGATED A" HDPE PIPE SMOOTH WALL PVC B PRINT DISGLOSEIS BUB.03Cr HfITr9Z NN MM 101I MY CA WTGBAL r190VERONAAVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE 1- STRUCTURES &ADAPTERS AVAILABLE INSIZES B•-30" THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE 1 - 8"-30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A530 GRADE 7040.05. 2 -ADAPTERS CAN BE MOUNTED ON ANYANGLE 0° TO 380°, TO DETERMINE AAJ2TrHA8PR4PWErARYPoGHTB THERT3C9Pr lIIFORD,aIIl�S NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA30519 NYLOPLAST HAS PROPRIETARYRIGHTS. THE RECEIPT BUFORD, GA 30518 POBBES9f711 Of THIS PIW DOES ROTCONFEIR BAN WIM PNI (R1j 912d9l6 2 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE O -25-10 MI (770)932-2443 MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 OR POSSESSION of THIS PRINT DOES NOT CONFER DATE 940410 PHN fn(l) 992-2413 WSFERORLKEMEETHE USE OFTHE DESIGN OR y�� ^�5+ FArf77Po94<►21M ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), TRANSFER, OR LICENSE TH E USE OF THE DESIGN OR FAx 70932.2400 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS y r� n ( TRANSFER, OR LICENSE THE USE OF THE DESIGN OR v FAX f77019YG24911 x111I INFOR XT10N 3H10W IRER34 RVMm� CU 17781G'TI�/IMS T ,+sK�yloPfrhaass N-12 HP, &PVC SEWER (4--241. TECHNICAL INFORMATION SHOWN HEREIN APPD BY CCA PROJECT NOJNAME Nr tO ast ' .nylopiwt-us.mm RISERS ARE NEEDED FOR BASINS OVER 84"OUETO SHIPPING RESTRICTIONS TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNANE �r �O ��t !�,.nyI0plastila.a ,F1000L7XM OF TH 03 PR94T OR ANY INFORWJUM TITLE 3 - 8"- 30" DOME GRATES HAVE NO LOAD RATING REPRODUCTION OF THIS PRINT ORANY INFORMATION SEE DRAWING NO.7001-11D065 TTTLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE nAN® II MN. CR MANLFACTURE Of MY DATE h,6•13 CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 08.27.13 INLINE DRAIN WITH DOME GRATE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 1$10 MILE HFAFFROK FORTHE DWLOWRE TO OIFEM 8 N- 901N NIJi ORIIN SFSCRCIn101R ARTICLE HEREFROM, FOR THE DISCLOSURE MOTHERS OUICK SPEC INSTALLATION DETAIL ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS BIN • SO IN TYPICAL INSTALLATION OPTpN$ ORBDUL�1, F7EC�i BYSPECFC WRmBI IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN Hr4S10H F73711,ryT Lq,. OOPS IW A SCALE 1.1 91ffr 1DF1 A" Na 7909.1104199 HEY • PERMISSION FROM NYLOPLAST. om,3 mon DWG SIZE A SCALE 1:40 SHEET 1OF1 DWO NO, 7003.116957 REV C PERMISSION FROM NYLOPLAST. =I._0,L"T DNG SIZE A SCALE 1:40 SHEET 101`1 DWG NO. 7001.1111 REV D TOP VE'N FLARED END SECTIONS THRELtDED POD /WING NLF AND SPA ERS :E NOTE r� fir RIGHT SIDE bIEW PART# PIPE BITE A B(WK H L W 12 in 6.5 it 10.0 in 8.5 in 25.0 in 29.D in 1210NP ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 330 mm)i mrn mm 1 mm mm mm 1�r1QNP 161n 6.5 In 10,0 In 6.6 In 26.0 In 29.0 In 375 mm 165 mrn 54 mm 165 mm 635 mm 37 mm it310NP 1111 n 7$ 5. n .5 n n 5. 191 mrn Si r if3�6 mm 818 mm 2MMM 24 in 7.5 in -W 118.0 in S.5 ire 36.0 in 45.0 n 2410NP 181 mint) 457 mm 1B5 mm 14 mm 143 mm 301SNP 84 In 7.5 In 12.0 In 8.6 In 68.0 In 63.0 In 191 "IM1. 05 r11r11 a mm 1473 nim 60U rr" 3895NP 30 In 7.5 In 5, In In In , FT HI91 rrrnl fS35 mm 8 mm 1473 mrn 600 mm NOTE: ALL UPAEKSIONS AFE NOMINAL I FKUFJ I �ILW Milli U=Nmo ,iPbT+CE� f]RJI Y{ff 9, uTillS 1W. ■© ■D ■© ■D MIN 2" F 8" ■■© ■0 ■ : 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 H OF • r, D. Kent O'Donohue Jr.a Lic. No. 0406001683 71 03-14-201741 Al w d41 4. P E A R G� J UJ w ii U > 0 W Z J 0 U U) LL I J o a U Cn m J a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET N0. JOB N0. 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. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 ,LTH OF 1D. Kent O'Donohue, Jr?' e Lie. No. 0406001683 kSO3-14-2017 C P E A' VJ U) Lu 0 Z O �O Q 06 m 2 - U ZJ U) <_ - J O W Lu 0 CW w G U) i ii (D U_ 0Z co >_ 0 W Z J 0 U) W J O 2 U) m J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 1 2 3 4 1 5 6 7 8 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 18 1 19 20 21 ARB 12-09-2016 ENTRANCE ROAD PROFILE VDOT General Notes 01-04-2017 1'-3" 9'-5" 1'-3" WPO #1 03-14-2017 Vl. All work on this project shall conform to the current editions of and latest revisions to 0 .. GCTO GET SIGN PERMIT MORTAR CAP TO REDUCE EFFLORESCENCE the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and 0 PRIOR TO STARTING BRICK HEADER 460 Standards, the Virginia Erosion and Sediment Control Regulations, and any other CONSTRUCTION OR BRICK SOLDIER COURSE applicable state, federal or local regulations. In case of a discrepancy or conflict between ORDERING. - BRICK HEADER PVI STA: 10+84.25 PVI STA: 11+78.43 the Standards or Specifications and Regulations, the most stringent shall govern. PVI ELEV: 417.26 PVI ELEV: 426.45 K: 6.00 K: 6.00 V2. All construction shall comply with the latest U.S. Department of Labor, Occupational CMU CONSTRUCTION AT CENTER OF �� -- LVC: 34.50' LVC: 22.50' Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health PIERS, FILL WITH CONCRETE AND 450 SSD: 75' SSD: 299' (VOSH) Rules and Regulations. REINFORCE WITH #4 REBAR EACH LOW PT. STA: 10+67.00 HIGH PT. STA: 11+89.68 V3. When working within VDOT right-of-way, all traffic control, whether permanent or N CORE, TURNED INTO FOOTING BELOW. _ LOW PT ELEV: 416.57 HIGH PT ELEV: 427.12 temporary, shall be in accordance with the current edition of VDOT's Work Area N �IcV Ln o l o Lf) Oo In Go N Protection Manual. A transportation management plan needs to be submitted for Ln Ln N o LQ Ir? rn - n c9 GBS: 12+05.16 approval and land use permit issued prior to an execution of work within the VDOT PP p P Y LADDER REINFORCING AT I X00 (0 c° 0 00 00 ccoo N 00 N OBE: 428.05 right ofwa . g Y `n 12" O.C. VERTICAL, 440 + + � + � + � + � EVERY THREE COURSES. v PROP. GRADE v v V4 The developer shall be responsible for relocating, at his expense, any and all utilities, U . _ including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or CONCRETE F00TING 5' �w ci>> tii> m w EX. GRADE �> �> v m U w _ i private /public utility companies. It is the sole responsibility of the developer to locate l WITH #4 REBAR AT m m 0 U > > �� m w > > m w and identify utility facilities or items that may be in conflict with the proposed Y Y p p construction activity. VDOT approval of these plans does not indemnify the developer M 24 0. C. E. W. - 430 from this responsibility. CARVED WOOD SIGN 6•p0% ONE EACH SIDE V5. Design features relating to field construction, regulations, and control or safe of traffic g g � �' N may be subject to change as deemed necessary by VDDT. Any additional expense BRICK MASONRY TO MATCH BUILDINGS incurred as a result of any field revision shall be the responsibility of the developer. J V6. If required by the local VDOT Land Development Office, a pre -construction conference BRICK MASONRY TO MATCH BUILDINGS 420 LBOW shall be arranged and held by the engineer and/or developer with the attendance of the 10 in 10 in" ELBOWTA. 12 06 contractor (s), various County agencies, utility companies and VDOT prior to initiation L Q SLOPE x 4.00% STA. 1 1 49 0.80% p I 8" D.I. WL of work. V7. The contractor shall notify the local VDOT Land Development Office when work is to L b SLOPE o- -0 82.42 LF @3.08%�O .uun� 10 i x 10 in ELBOW begin or cease for any undetermined length of time. VDOT requires and shall receive 48 b 410 15" TYPE S HDPE 298.00 LF 90.517. STA. 11+01 hours advance notice prior to any required or requested inspection. 2' 12' 12xl� x81" TEE EX. 10" SDR -35 PVC 2' (TO BE F EPLACED) SEE LSO WATERLINE V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any ST . 10+00 # 1 R0FI LE traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to 298.00 LF @0.30% provide notification of the installation and removal of the work zone. K l 10" SDR -35 PVC V9. The contractor shall be responsible for maintaining a VDOT permitted temporary K 400 LS In x 8 In ELBOW construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and ENTRY MONUMENT 8" G V STA. 10+32 Sediment Control Handbook. Furthermore, access to other properties affected by this SCALE: 1/2" = 1'-0- STA. 10+03 project shall be maintained through construction. V10.Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. HR -1 s' Max. B' Max. 390 9+50 10+00 10+50 11+00 1 1 +50 12+00 12+50 13+00 V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a J 12" min minimum thirty-six (36) inches cover and when possible shall be installed under Max. 6'-0" I r- I /2" dia. Solid Steel smooth Round Rod (Typ.) or 7.1'• Standard Pipe 0) OT l N N if Ln 00 17 Cfl roadway drainage facilities at conflict points. y g 4" ayZ•' 4'/y' 4' 1�/z" O.D. Skandord Pipe far Pails ro Go '� d- �+ V12.An unusual subsurface conditions (e.g >unsuitable soils, springs, sinkholes> voids, (o.C 30 34" Typ-) 1/z" O.D.Extra Strong Pipe for posts Tp. _ N �N (N 04 N coy � M caves, etc.) encountered during the course of construction shall be immediately brought az' to the attention of the engineer and VDOT. Work shall cease in that vicinity until an I adequate design can be determined by the engineer and approved by VDOT. 5'• Max" VDOT Genera I and Traffic Control Notes: V13.A11 fill areas, borrow material and undercut areas shall be inspected and approved by a Max - 5" . M min VDOT representative prior to placement of fill. A VDOT representative shall be Min. 6'' lu Ili ❑ 4Y2" ox (Typ.) HANDRAIL 1) A VDOT Permit will be required prior to the start of work and can be applied for prior to the pre- present to insure the soil sample(s) obtained for CBR's is representative of the location. When laboratories for be 30"-34" HR -1 construction meeting so that it may be presented at that time so that any questions or concerns soil samples are submitted to private testing, the samples shall T- about the permit may be answered. clearly identified and labeled as belonging to a project to be accepted by VDOT and that A . Width of one lead that is required CL each bottom riser �) Pre -Construction is required on site to go over construction time frame for starting and testing shall be performed in accordance with all applicable VDOT standards and A completing road improvements within the right of way. procedures. Concrete Mortar Rubble Concrete 3) All work to be constructed to the latest VDOT Road and Bridge Specifications and Road and V14.All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches HANDRAIL INSTALLATION 4" CLASS A3 W/ FIBER Bridge Standards. shall be compacted in accordance with the lift thicknesses, density and moisture HANDRAIL (GUARD) INSTALLATION ON WALLS MONOLITHIC SIDEWALK 4) All materials to be used in current and future right of way will be tested as stated in the VDOT requirements as specified in the current VDOT Road and Bridge Specifications. H Manual of Instructions available under VDOT Material Division for placement and required Certified copies of test reports shall be submitted to VDOT daily, unless specified H 6'testing and intervals. Also VDDT inspector will also be available to answer questions or concerns otherwise. For olldelp'ds and dkrnensions not shown see 51'd. FE -CL. stantlord FE -CL � 6" and visit site as requested to review. V15.VDOT Standard CD and UD underdrains shall be installed where indicated on these SP3 O.D. 5) All traffic control will be per the latest edition of the Virginia Work Area Protection Manual or plans and/or as specified by VDOT. sP3 O.D. Line Past < < per the approved Maintenance of Traffic plan sheets provided by the developers engineer and V16. A post installation visual/video camera inspection shall be conducted by the Contractor Line post SP1 O.D. L PARKING LOT �� 1 6 approved prior to job going to construction. The contractor will have available at all times a on all pipes identified on the plans as storm sewer pipe and a select number of pipe Cl ,ground atlpast Round rad with s llcon sealer SPa D.D. Metal sleeves to MATCH SLOPE ON PLAN ` ° 9" MAX ° O �° certified person at a minimum with Basic Traffic Control Certification and for more advanced traffic individual Intermediate Traffic Control Certification be culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the total amount for each size and be centered 7n tap of wou O 06 93 -- control an with an would G 1r' ,o' o' , ' " _` ,_ - preferred for more complex layouts. Allowable work hours will be reviewed when permitted if material a summarized. All pipe installations on the plans not identified as storm �p p p p G Bola (T°P°, End of Retaining wou Contraction Joint O ° �� 0 0� , �/ ��/ g ���� not referred to in the approved plan set. sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their Rea'a. RW -2 Retoning Wall o o „ , ���� �� �1 � � � G) All structures (D I'S) and cross pipe to have backfill testing and will need to reference structure representative. p ALTERNATE NSTALLATION ON WALLS _ � ��// �/�� \\ 18" MIN �� /� \ /�� �/� ��/� /�//\ number as referred to on the plan showing profile and depth and location of test. 7) All CD's UD's to be inspected to V17.The installation of any entrances and mailboxes within any dedicated street right -of --way ��//\ ���� �� and prior covering. 8) All fill have backfill from shall meet VDOT minimum design standards and is the responsibility of the developer. ,. •. Notes: - "- This handra-1is t0 be used only as a protection for pedestrians and should areas shall material an approved source or a tested on site source and testi for this to be to the backfill densit ' not be placed in any locatlan where it might be subject to any vehicular impact �� _ all re arts material will need attached repo and a g p y p V18.Prior to VDOT acceptance of any streets, all required street signage and/or pavement For vehicular protection stondard guardrail should be used profile will need to be available with depth and location. markings shall be installed by the developer in accordance with the Manual On Uniform F Handrail to be in atcordenee with the latest edition of the Virginia Uniform Stotewide Building Gale. MONOLITHIC ��II �` 6 9) CBR test results will need to be made available for review and approval and an in the field sub- Traffic Control Devices. F SIDEWALK OR �I Ir grade inspection by VDDT inspector prior to placement of any base stone. 5ubgrade density SPEOFICATION REFIRFNC( STANDARD HAND R AI L_ CG -2 CURBreports will also need to be available or test occurring the same day VDdT Inspector is on site. V19.The developer shall provide the VDOT Land Development Office with a list of all METHOD OF LOCATING AND ERECTING 10j Base stone will need to be inspected and depth checked prior to placement of any asphalt being material sources prior to the start of construction. Copies of all invoices for materials sos vlRcwiA DEPARTMENT o>- TRANSPORTATION bo,.Os placed third party inspection reports will deed to be available for review. Reports to be utilized within any dedicated street right -of --way must be provided to the local VDOT ELEVATED SIDEWALK DETAIL -Also made available would be Roller Patterns and Density ger the VDDT Manual of Instructions. Land Development Office prior to acceptance of the work. Unit and total prices may be WP -2 obscured. N.T.S. 11) Concrete Testing is to be performed per VDOT Road and Bridge Specifications. 12) Signage locations to be marked prior to permanent installation. And pavement markings to be V20.Aggregate base and subbase materials shall be placed on subgrade by means of a E sketched out on asphalt with heavy chalk or lightly marked with white paint prior to placement mechanical spreader. Density will be determined using the density control strip in E of permanent markings. accordance with Section 304 of the VDOT Road and Bridge Specifications and ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING11 3.0 6 SIDEWALK OR 13j WP -2 standard to be plan set far all commercial entrances and will also be put in permit if VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition 12'* EDGE OF EXISING PAVEMENT LANDSCAPE AREA not on plan set. to checking stone depths, a VDOT representative shall be notified and given the (AS DETERMINED IN FIELD) 14j Replacement of all raised traffic markers and pavement markings that are disturbed during opportunity to be present during the construction and testing of the density control strip. / / / / construction will be replaced or pavement markings refreshed for tie in back to existing road TACK COAT THE PROPOSED CDiJSTRLSCTION JOINT E%/STING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ,Q \/\/\ ////////////////// alignment from road improvements- g p V21.Asphalt concrete pavements shall be placed in accordance with Section 315 of the _________________ --------- a 15) Ail existing VDOT signage impacted by road inn provements wi I I be reviewed prior to removal for VDOT Road and Bridge Specifications. Density shall be determined using the density D EXISTING SUBBASE PROPOSED SUBBASE temporary storage or temporarily located as required, but will not be removed by contractor control strip as specified in Section 315 and VTM-76. A certified compaction technician D IIIIIIIII-III until VDOT inspector has reviewed. Certain storage requirements for signage are required due shall perform these tests. Certified copies of test reports shall be submitted to VDOT -------------------------- /III I -III- to the reflective sheeting. Do not store signs face down or sheeting to sheeting. daily, unless specified otherwise. A VDOT representative shall be notified and given the Y� p p COMPACTED SU13GRACE 0 0 0 0 � :D opportunity to be present during the construction and testing of the control strip. CONSTRUCTION JOINT DETAL _III- a< 111-1h V22.In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS 0 0 0 o o 0 0 o inches and larger shall be explored below the bottom of the excavation to determine the ® PROPOSED MINIMUM 1 /z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) type and condition of the foundation. The contractor shall report findings of foundation MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS exploration to the engineer and VDOT for approval prior to placing pipe. Foundation C AS DETERMINED BY CORES (SEE NOTE 3) SECTION designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, C 6.0' or otherwise unsuitable foundation is encountered, the foundation design and/or need for NOTES. foundation stabilization shall be determined by the engineer and approved by VDOT. 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 6"X6" NOMINAL PRECAST V23.VDOT Standard Guardrail shall be installed where warranted and/or as proposed on 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRE55ED IN THE PAVEMENT DESIGN. WHEEL STOP these plans In accordance with VDOT's installation criteria. Final approval of the 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. guardrail layout to be given by VDOT after grading is mostly complete. 4. THE ADJACENT TRAVEL LANE SHALL 19E MILLED AMINIMUM DEPTH OF 1l INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY ��IE ENGINEER. D a a < V24.Approval of these plans shall expire five (5) years from the date of the approval letter. B 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. B V25.VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. by VDOT. 7. FINAL TRANEVER5E PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS #5 REBAR 24 and/or as specified AT TE-INATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. LONG V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition ELEVATION of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Contrary to A CONCRETE WHEEL STOP - DETAIL the Standard, where rock is encountered and cast -in-place box is proposed, the thickness of A REFERENCE ASPHALT PAVEMENT WIDENING REFERENCE bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is NTS encountered, the foundation design and/or need for foundation stabilization shall be REV 11/07 FOR WIDENNC SUBJECT TO TRAFFIC 305 determined by the engineer and approved by VDOT. 303.02 VIRGINIA DEPARWENT OF TRMSPORTAT)ON 315 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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 ,LTH OF 1D. Kent O'Donohue, Jr?' e Lie. No. 0406001683 kSO3-14-2017 C P E A' VJ U) Lu 0 Z O �O Q 06 m 2 - U ZJ U) <_ - J O W Lu 0 CW w G U) i ii (D U_ 0Z co >_ 0 W Z J 0 U) W J O 2 U) m J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET16 of 24 JOB NO. 34160034 m� LI III NE DI -3A, 36, 3C EXPANSION KEYEDT-93/4" DIA- NO.TESt FOR DETAILS OF INLET JOINT CONST. THE LETTERS V.D,O-T. ARE OPTIONAL, rvcAmcinu 1n1KIT 3'-1a" BACK OF SIDEWALK JOINT BARS D i5= APPROACH IF USED THE LETTERS ARE TO BE FRAME & COVER Y GUTTERCAST IN THE DEPRESSION 1M 70P OF SEE STANDARD IC 2. BAR G 2 WARPED Y,„ IIs„ �< COVER 1" WIDE AMU RA15ED 3„ NIGH 4" 2" w GUTTER A$ SHOWN. BARS C s..6„6„ a BAR C I SUBBASE 3/4 _ 2•• BARS B 2" HARDWARE FNISHED ARS F a a - - - CLOTH DIMENSION A r 1 I z + N BARS F WEEP HOLE- MACHINE MACHINE 1U I= o Q w o SEE NOTE S r V)trt:r J� x DIA. L I BAR F L BAR A NOTES5SEEI LETTERING L II BARS D FACE OF CURB8" 2'-8" 8•' SECTION A -A OPTIONAL L CZ R4CIi CONTROL JOINT GUTTER CRACK CONTROL JOINT 4. _ .. /4 PLAN 3 ° SECTION A -A ' MIN. F -A 10 MAX- KEYED CONST, JOINT - L -VARIABLE - MAX. 20' 2'-10 2" WARPED APPROXIMATE WEIGHT GUTTER 2CAST IRON _ '-D" _ 1 8•' 2•_6" U g 8 •T,-„ 2• APPROACH IF z 'd BARS A GUTTER FRAME 174 * 9 LBS. COVER 137 ± 7 LOS. ty ' vo h r B S G I - -- - - - - - - - - - - - -- - BARS F BARS E � B ry / co BARS E J I t 3" DIAMETER - - - - I WEEP HOLE FRONT ELEVATION s' 1' $ 8" BARS B 1/ (GUTTER REMOVED) I'/n BARS F 3•-O„ N ! PLAN L B ( } 5x1/4" BENT PLATE = SECTION B -B I 1 a: n ye R- TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & GG -7 STANDARDS. L2�p"x2%g D "x'/4' 23JJi' OIA TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & GG -6 STANDARDS. TYPE A GALVANIZE TYPE B I/z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT TC -C. 2Y" DIA, CONNECTORS AND IS TO BE ANCHORED WITH I/z" X 4" STUD SHEAR NOSE DETAILS 201/P' DIA WELDED TO BENT PLATE AT 2'C -C. 2„ APPR. PAVEMENT OI -3A l 0I-39 L DI -3C L WARPED PAVEMENT = -- --- FLOW I FLOWIf 1 .1 l I FLOW 1'-Q„ .1 I DETAIL WHEN USED I $ 22 IIA =T FOR USE ON GRADES ADJACENT TO CURB SECTION B -B FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XV❑❑T SPECIFICATION $REFS ATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET STANDARD MANHOLE FRAME AND COVER SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE. MAXIMUM DEPTH (H) - 8' 23-3 224 104.04 08110 VIRGINIA DEPARTMENT OF TRANSPORTATION 3OZ 302 VIRGINIA DEPARTMENT OF TRANSPORTATION IS -1 "MM1 ■ �■ ■ Ll 1:1 El L] L] DI J reh MI 1 1A A �9 T AN I N PIPE 0111 TIERS WHEN DIFFERENT SIZES OF PIPES PILE ENCOUNTERED, NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I SHAPE TO CONTOUR I OF PIPE I I I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE MANHOLE OR DROP INLET 15 TO BE FORMED FIND CONSTRUCTED �/ /� /� + ■ IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,ExCEPT THAT 25X OF COARSE AGGREGATE MAY BE E' UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE J f SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE II ` OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. . ,d.j•. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - r INOIVIDVALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES, ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 146.46 SECTION B -B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING SPECIFICATION SREFERENCE REFERENCE REFERENCE MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 'rb NO. 6 GALVANIZED STEEL STEP ROTTOM 106.Oti I ST -1 M4 pRADH 50,REWORCMNO ROD ENCASED N A ORRDSION RESISTMT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSM NAY VARY WITH MANUFACTURER'S DESKM CORRDS RESISTANT MATERIAL 94 REINFORCitNG ROD CAL SECTION MINIMUM OF 3" EMBEDMENT NOTES= STEPS WILL BE REQUIRED K ALL STRUCTURES WITH A DEPTH OF 4'-V' OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS 5NALL PRDTRIAE 41%=" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 19" C -C. STEPS SHAH. WrrFISTAIND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED " FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALK*fD AND UNFORMA N SPACED FOR THE ENTIRE DEPTH OF MIY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE MORTARED INTO HOLES PROVIDED BY THE NsRICATOR, OR FAVEN. FTSEPS DIFFERING IN ROM THOSE S40WN MANY ALSO BE APROY& THEYIMFFT THE MINIMUM REQUREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FLE44SHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF sum $TSPS_ ALL STEPS SURFACES SUM +SLS DOUTT NOT BE PROVIDED 07 , DORRRRUCATTEED KNURLED. OR D941M SURFACES. AUMAHIMd STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B22t ALLOY 0005 -TS. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A OnXANOU% SOLVENT TYPE, ASBESTOS FILLED ALUMNA PIGMENTED COATING CONF[1RMM TO FEDERAL SPECIFICATION TC -C -00498A. STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF t (06,98 CG -11 CG -12 GENERAL NOTES: ne 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4 I I AMYSTREET APPROACH SAME SURFACING GENERAL NOTES 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE SCLASS A-4 IF PRECAST) 8. (RADIUS TO BE AS I i? CI AS MAINLINE ROADWAY [SEE NOTE 3) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 0:1 MAX E - - SHOWN ON PLANS) 0 + 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 RAMP FLOOR R 2 FOOT IN LENGTH W THE DIRECTION OF PEDESTRIAN �I TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE _ _ _ (RADIUS TO BE AS 4R CC -7, THE CURB FACE ON THIS STANDARD IS TO TYPE A SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR I CG -2 OR CG -6 CONFIGURATION. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP (SFF NOTE 1) L - - - - FLOOR OR BY USING PLEM1551ULL C:05TRUCTION JOINT WITH REQUIRED BARS• i 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE 4. IF RAMP FLOOR 15 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 B SIDEWALK USED WITH THIS STANDARD. THAT A),JQINING FLARED SIDES QAN BE CAST IN PLACE AFTER PLACEMENT OF 5'MIN PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, r p,UiX SIDEWALK W I _ - - - - ca 12 -111 (SEE w 5 REQUIRED BARS ARE TO BE NO. 5 X 8•• PLACED T CENTER TO CENTER ALONG 12:1 MAX '` NOTE 5) Of ' OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 130711 SIDES OF TI IC RAMP FLOOR, MID-DCP711 OF n RAMP TLOOR. MINIMUM - rFLOW ~ LINE I � R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION CONCRETE COVER 1%z". -- o ,----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE G. CURB / GURU AND GUTTER 5LOPE TRAN51TIQN5 ADJACENT TQ CURB RAMP5 TYPE B EXPANSION -� OMITTED IN THE ENTRANCE.) ARE INCLUOER IN PAYMENT FOR CURB /CURB AND GUTTER, JOINT U_ I JOINTEXPA PARALLEL U_ JOINT 4, RADIAL CURB OR COMBINATION CURB AND GUTTER 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED DNOTE: WIDTH "B" 2'-0" DR AS IcJ MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER EXCEPT FOR REPLACEMENT PURPOSES. AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY SHOWN ON TYPICAL SECTION. A CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING, PROPOSED, CR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 1 AS SHOWN DN PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT : PLAN VIEW ENTRANCE NOTES BE LOCATED BEHIND VEHICLE S 12 1 2�MAX TOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUSTAC yA 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 5' MiN TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCE551BLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS AND USED BY PEOESTRIANS. 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE 4 MIH AT X , 2" HIGHER THAM INCREASED TO 7". (SEE CG -13) 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT EDGE OF PAVEMENT EDGE OF PAVEMENT OR $'X MAX, D THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND AT )K )K , SAME AS TOP OF CURB OPTIONAL FLOW LINE SLOPE CHANGE ® - 6. PLAINS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS _ (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS PERPENDICULAR TO THE CURB - MAINLINE ROADWAY - - - - - - - - - - NOTE 7) THE ENTRANCE. TYPE C 9. TYPICAL CONCRETE SIDEWALK IS 4" NC THICK. WHEN THE ENTRANCE RADIICANNOT $x MAX• D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR C SLOPE CHANGE ® s "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE [HEAVY D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET TRUCK TRAFFIC)FOR CONGRETE DEPTH. CONNECTIONS. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, 5' MIN- 24' MINIMUM FORJ THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH COMMERCIAL ENTRANCE INTERSECTION NOTES 11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), 8. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE A 4' )1 W LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH INTO THE CROSSWALK WITHOUT GOING INTO THE TRAIJEL1yAY, THIS 4' x 4' AASHTO POLICY AND THE APPLICABLE REQUIREMENTS LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF�n SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. CURB AT ENTRANCES CR STREET CONNECTIONS THE DETECTABLE 1.6"-2-4" C -C WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O D 0 D C 0 Z 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A-MODIHILU AS RECOMMENULU EY I HE MANUI AC I UREK IU MAI CH S +" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE THE BACK OF CURB. 0 0 0 O 0 O 0 O O O O O - ACROSS THE INTERSECTION. � B + � a o a a o o a a o o D o �B oALLOWABLE ENTRANCE GRADE CHANGES LANDING RAMP o a 0 a 0 0 0 a 0 0 0 o O D 0 0 0 0 a o 0 o a o J CLASS A3 . a, . �, 1, • 3. ¢. +� CONCRETE SECTION C -C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE I MAXIMUM HIGH I MORE THAN 1500 VPD Ox 3x MEDIUM 500-1500 VPD53 K 6 X LOW LESS THAN 500 VPD S6% 8 % N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 o a 0 a a o 0 0 0 a 50% 65Y. OF BASE DIAMETER O O O O O C O 0 0 0 0 0 0 0 0 TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB I_ J P-9"-1-4" I_ VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE 12. BASS T- PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING NOTE) ALLOWABLE ENTRANCE GRADE TABLE IS NOT INSTALLED ON A RADIUS DETAIL DETAIL APPLICABLE TO STREET CONNECTIONS SPECIFICATION��/o�lr �V D❑T S PFCIF I C AT ION REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS CG -12 DETECTABLE WARNING SURFACE REFERENCE 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATESHEET 1 OF 1 SHEET ,OF 5 REVISION DATE (GENERAL NOTES) 1G5 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 542 REFERENCE 105 302 A L i T OR TOP UNIT i �I --�-36 - RISER (UNIT -t )-- BASE ' UNIT ,I - rl-r FOOTING FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL NOTES- PRECAST" SEE SHEETS 103.01-103.11 SPACER UNIT r a e - - - - - O RISER UNIT - - - - 0 REDUCER UNIT BASEI UNIT -- FOOTING AT 12" C -C CONSTRUCTION - 5• IAN. JOINT 0 FR UNIT 12.1 MAX = � o P EDUCER - THTC RAID _,j RAMP (SEE TABLE)'A [SEE TABLET TRUNCATED DOMES Y-2" SEE SHEET 1OF 5 FOR DETAILS PRECAST MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION PLAN VIEW y WELDED WIRE FABRIC 8 X 6 W2.1 X W2.1 SECTION A -A •111-10'-0" C -C MAXI MA TYPICAL SPACING BETWEEN ANCHOR LUGS. ANCHOR LUG IS TO BE A MAXIMUM DF 2'FROM END OF CHANNEL. SPECIFICATION REFERENCE 502 GG 12 A A WELDED WIRE FABRIC I F r BARS F SECTION B -B STANDARD PAVED FLUME FOR 12" - 24" PIPE VIRGINIA DEPARTMENT OF TRANSPORTATION 05 DOWELS.&" LONG PERWSSIBLE REINFORCING AT 12" C -C CONSTRUCTION MARK 5• IAN. JOINT LENGTH 217 Jim 12.1 MAX = � o P �12=1 MAX �, y J RAID _,j RAMP (SEE TABLE)'A [SEE TABLET TRUNCATED DOMES Y-2" SEE SHEET 1OF 5 FOR DETAILS V-0•• MIN G SHAPE TO MATCH FACE 'r -w, OF ROADWAY CURB 4 BACK OF CURB 48 - 1 AX STRAIGHT DOWEL 10 r-6" 2 MAN. 4. S" SECTION A -A MH -2 W W LU w J ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 105.07 PG -4 SCHEDULE OF REINFORCING STEEL MARK NO. LENGTH 217 Jim SEE SPACING F 3 1'-2" Y-2" 4 4" STRAIGHT G 9 'r -w, r-5" 4 6" STRAIGHT DOWEL 10 r-6" r-6" 4. S" STRAIGHT NO. SHOWN ARE FOR ONE ANCHOR LUG. CURTAIN WALL AND JOINT. APPROXIMATE QUANTITIES x L �^ CLASS A3 CONCRETE REINFORCING STEEL CU. YM LOS. ANCHOR LUG 21 0.02015 2.34 V211 0.0215 2.34 CURTAIN231 WALL 6 0.098 8.51 1Ie1 0.100 8,511 JOMI'T 21 _ 5' ISI 12"t . 10.02 1Ijr1 A 4' SHARE LA1pROG AREA OUTSIDE OF TRAVELWAY 18,.01 0.423 SQUARE YARDS SURFACE AREA PER LINEAR FOOT OF FLUME. ■ID ■I© ■ID ■ID ■I© ■ID ■I© NOTE, DOWELS TO BE LOCATED AT ALL RECAMED JOINTS. K VALUE - 128 FOR DETALS OF PIK SPILLOUTS FOR 12'-2V' CULVERTS, SEE STMpARD DRAWINGS PS -2 AND PS -3, ■ IC�7 BARS G CURTAIN WALL SECTION C -C �V=r F ROAD AM BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 109A3 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 OF 1P 0 ■r `A - "D. Kent O'Donohue, Jr.a . Lic. No. 0406001683 ti 7 03-14-201741 w 'D SCA P E A'I G� TYPE B PARALLEL APPLICATION x L �^ WITHOUT BUFFER STRIP 6 PERMISSIBLE 5 7 2 5 S 3 1 6 9 GC9NRSTTRUGTIDN urs 4- CROSSWALK 6 1L 15 03-14-2017 DIAGONAL PLACEMENT _ 5' ISI 12"t . to lk t A 4' SHARE LA1pROG AREA OUTSIDE OF TRAVELWAY � A 4'^ DARE LANDING AREA C3 SHALL BE PROVUE0 FOR A OUTSIDE OF TRAVELWAY PERPENDIGLLm ALK VATHR TIE WAA<O 1 SHALL BE PRa1ADE0 FOR � WITH BUFFER STRIP mmwA" AKk PERPENDLAR CROSSWALK ICU eROSSvrNLK wIrHN IIF MARKED C SECTION H-8 j� CROSSWALK n j7 A 4' SOIIARE LANDING AREA OUTSM I I I I f SHALL BE�PROVIDEDyFAOR CROSSWALK PERPENOCULAR CROSSINA[ WIrHN THE IJAWED NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, d CROSSWALK AREA. SEE SHEET 1OF 5. � THE REOUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT t *? IS LanrED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION SLOPE. WITHIN CROSSWALK CAJRB TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT WNWUM RAMP LENGTH IN FEET 4" CURB 6" CURB 24 6 1 5 7 2 5 S 3 1 6 9 41 a 12 5 r0 15 6 1L 15 CROSSWALK AREA. ZV©oT CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE A SHEET 3 OF 57 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 10109 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 DRAWN BY DKO DESIGNED BY T BUFFER STRP CHECKED BY WSM DATE 09-07-2016 SCALE 5 SIDEWALK REVISIONS: 09-26-2016 ARB 12-09-2016 B 1 s'+R' 03-14-2017 DIAGONAL PLACEMENT _ 5' ISI 12"t . lk t A 4' SHARE LA1pROG AREA OUTSIDE OF TRAVELWAY � A 4'^ DARE LANDING AREA S WAN. SHALL BE PROVUE0 FOR A OUTSIDE OF TRAVELWAY PERPENDIGLLm ALK VATHR TIE WAA<O SHALL BE PRa1ADE0 FOR � WITH BUFFER STRIP mmwA" AKk PERPENDLAR CROSSWALK ICU eROSSvrNLK wIrHN IIF MARKED CROSSWALK AREA. ZV©oT CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE A SHEET 3 OF 57 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 10109 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01 -04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. 1111 JOB N0. 34160034 ©■ ILI VDOT TURN LANE WARRANTS CALCULATIONS OLD LYNCHBURG ROAD J AADT = 3100 VPD K FACTOR = 0.104 DIR FACTOR = 0.694 (IT IS ASSUMED THAT THE HEAVIER TRAFFIC WILL BE GOING SOUTHBOUND TOWARDS THE I-64 ONRAMP ON 5TH STREET IN THE MORNING AND AWAY IN THE EVENING) ITE FOR APARTMENTS — 80 UNITS 6.65 TRIPS 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% H LEFT TURNS P.M. — NO WARRANT OPPOSING VOLUME (Vo) = 3100 VPD X 0.104 K X 0.306 DIR = 99 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 G 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 0■ n■ U•■ :■ I'hgc6l-1 14 August 2011 Tylritlal TrA int Calffiml (Figwm TTC-ALO) Staevd:ird 1. For long-term stun ary weak (were than i dro) an +tomhighwa s having a med au wieder than S', sign aswmblim on beth aides of time r wAmV shall be r equirod :as shtawn (ROAD WORK ,alHEAH (W2&1 }, RIGHT SHOULDER CL1' SvD AH.VAD (W21 -SW), riven though only ane �&wlier is lwa'ief; do.,vN . For Mitre kl & *arm 3 days in dondion, sip wmimsbfift will! omily he rognhvd on tke Ade where the skonllder is Weis closed and a 10GHT SF OULDER C1,0SED A>EEFAD (W21-5bR) sill mall be added to that silt. craidow-C 2 *a xp whg xAmdld he 13110-4500' Jor- Limiad alms h e*mp. For a odwr mmfivap. dw agn spm Awd be 500'-8M' u*we the €nurt4 x tt w& is ffrakr Amir 45 aqA wul 351P-500, mhffe tW 1 &d4NW GiaW Is 45 caro or lew-t. Qgji" l 3. blies SH0111- ER.1d17C]RK (111f2.1-55 9 fiju ou sack .intemm-6ng xwKilywaviV tie owitttsJ Wi rrc i dhn7 m- LwttiLxirt#s laa�m > lt�it. ttiflrvu}e Brill a-rs€xxrrtii r �riCxttac rdvheii rvvtaiiCi sign Yair�a ire tris ae iiYity rir. 14, For .iii dtrt`ivaa ui�iafss�ia ref l hour ui less, elf 5igm n1 6.9tweliziag &-vim imy fie elittritwed if a Vehicle With aeriwitut hinh-inteL situ arnlya• roimcitw- flashiav,_ the llarian- or strobe I i ,hm k uwl- uiard'. 5. Veh hAzard wsraing signals stall not be tised iitsii ad of the vc+iele's hi -imemity amltr root(lug, illas>iriug„ tslllating or sf ube lfgbtsa. Vehicle hazard »*ming signets can lve used tan : HmHmkmtwt W-6ink%ei'ty ainlor r6madfY 1lEnhilig, * illmilw. air t-bmbe lio-ryts. Cha nnelizing Device Spaacinq Location Spmd Limit mph) 0-35 36+ Transition Spacing 20' 40' Trwvkvay Spadry 4h` tom' Construction Access' 80' 120' Spacing rrray be increased to this distance, #first shall rLot exceed one aooass W %t trrile. On road roAts With Dasr+ed sho u l dem tiavina� a width of 8 feet or more, chantve-llzing devices shall be used to closo th& shouldor in advancae of the merging taper to chrect vehicular traffic to remain within the bwveled 3 Thou brier Buse length AmIlt be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. $L A shams iow ve hirle Qwll be ased whenever a persion is reyrii" its aperaft equipum-at snianded i►mm or in the work whitles inch wi ?rockets, tugs, p l dAv#%%, ek.. Fee wark aperali►rtm5 dorm the sirmliler with a dm-Alfien gamer thin t hour where warhvrs mv prtseut, a sk-adow vehick shelf lxe used. .tie. trua<km€simtsed atteannater (Til7iA) s,]Wi be used rtrat. the shadow vehiclr~ an 11miiWd Aeec-A highways and niaiti-lane roams ►rills postrI sp€tl limit o4mal to or grcatt9r than 45 iupb. . Whesr aside roll lntersc�ets thi- highway willhin the temporary "Me control zone, additional trafliie control devices shall be plaml w nested. P -4p 6ff 52 Typical T"ftirt Control lithe Claswr on a Tao -Larne ktrin l* 11-ong Flwggen (Figure TTS 3. Germrn+rae- Augua 20111 1. *n Vmft &*ww aai uWd be 3.5W5W' n*tom the ptuwd V vel Innis is 45mrA GT lem. arum -500',WV' � �� ti's lir ►� amass 45 �€. 2 C'rvae alar+ m he iar1' MARW oimbhxleaag ilk IrMI& of dw Aire to Mwor HwAimarrrr jwssible sk4t d'isfimt:ej irr udimmne ref the6m" vr xw iw► and ►y?rrrrsah , buwd tm Me PaYW 4" lignin caul ai awl e4m7t €0 err. grx crier €ora Ike .MhW to Tabk 6X3. Gmejaffy x]ivaUng roma iwisstt stionid ham a dew-lifie nf.Vig t t'M11 the d rii'pNe-fiwmff Wso tetra -fikmff� fou. i. Where RidtT-of-Wav or keoinatric conditions nil Ent dw use of 48" a 48" sien& 36"x 3(i" siesm may be > lam. Standard: 4. E7agoig rdaiioins shall be located for ae ough in advance of the work space to prerndt appmebing traffic to rr%tee spud. aitrilnr step befwv pamiug the work space awed. allow sufficient distan€* fur depurtirrsg ftw is in the leis lane to return to the riot lane before regehing upposi xg ttvMIe (Sft 'Yahle+6H-3 on P"V 61-1-5)L 5_ All tbggers shall lite swe certWwd and love their mien -card in their p doff when prrform ng fin=ing dutim (sm Setthim 6lr.,w1111, Qual[fient6us for .Fhi gl C Come sparing, shall be at the fullewhW: Lts tieyrm Taper Length (L) X35 36* Transition Spacing Sid Limit (raph) Lane iffidth (Eeet) 9 la 11 12 25 95 105 115 125 30 135 15,g 165 111 35 185 205 225 245 40 M 270 296 J 45 1 405 1 450 1 495 540 i s aura: i o,iu 55 495 550 605 660 60 540 SIM M 7M 65 585 650 715 780 70 63U Ion T70 W Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder TaW = % L Minimum Cha nnelizing Device Spaacinq Location Spmd Limit mph) 0-35 36+ Transition Spacing 20' 40' Trwvkvay Spadry 4h` tom' Construction Access' 80' 120' Spacing rrray be increased to this distance, #first shall rLot exceed one aooass W %t trrile. On road roAts With Dasr+ed sho u l dem tiavina� a width of 8 feet or more, chantve-llzing devices shall be used to closo th& shouldor in advancae of the merging taper to chrect vehicular traffic to remain within the bwveled 3 Thou brier Buse length AmIlt be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. $L A shams iow ve hirle Qwll be ased whenever a persion is reyrii" its aperaft equipum-at snianded i►mm or in the work whitles inch wi ?rockets, tugs, p l dAv#%%, ek.. Fee wark aperali►rtm5 dorm the sirmliler with a dm-Alfien gamer thin t hour where warhvrs mv prtseut, a sk-adow vehick shelf lxe used. .tie. trua<km€simtsed atteannater (Til7iA) s,]Wi be used rtrat. the shadow vehiclr~ an 11miiWd Aeec-A highways and niaiti-lane roams ►rills postrI sp€tl limit o4mal to or grcatt9r than 45 iupb. . Whesr aside roll lntersc�ets thi- highway willhin the temporary "Me control zone, additional trafliie control devices shall be plaml w nested. P -4p 6ff 52 Typical T"ftirt Control lithe Claswr on a Tao -Larne ktrin l* 11-ong Flwggen (Figure TTS 3. Germrn+rae- Augua 20111 1. *n Vmft &*ww aai uWd be 3.5W5W' n*tom the ptuwd V vel Innis is 45mrA GT lem. arum -500',WV' � �� ti's lir ►� amass 45 �€. 2 C'rvae alar+ m he iar1' MARW oimbhxleaag ilk IrMI& of dw Aire to Mwor HwAimarrrr jwssible sk4t d'isfimt:ej irr udimmne ref the6m" vr xw iw► and ►y?rrrrsah , buwd tm Me PaYW 4" lignin caul ai awl e4m7t €0 err. grx crier €ora Ike .MhW to Tabk 6X3. Gmejaffy x]ivaUng roma iwisstt stionid ham a dew-lifie nf.Vig t t'M11 the d rii'pNe-fiwmff Wso tetra -fikmff� fou. i. Where RidtT-of-Wav or keoinatric conditions nil Ent dw use of 48" a 48" sien& 36"x 3(i" siesm may be > lam. Standard: 4. E7agoig rdaiioins shall be located for ae ough in advance of the work space to prerndt appmebing traffic to rr%tee spud. aitrilnr step befwv pamiug the work space awed. allow sufficient distan€* fur depurtirrsg ftw is in the leis lane to return to the riot lane before regehing upposi xg ttvMIe (Sft 'Yahle+6H-3 on P"V 61-1-5)L 5_ All tbggers shall lite swe certWwd and love their mien -card in their p doff when prrform ng fin=ing dutim (sm Setthim 6lr.,w1111, Qual[fient6us for .Fhi gl C Come sparing, shall be at the fullewhW: Lts tieyrm Pos6ad Spead Limit((mtph) X35 36* Transition Spacing 20' 40' Travolway Spatary 41)' 1 ' 7. A sbadow vehirlt with at 1s av-t ime high irdm%ky arn1wr rotating, i►rarh]latiul;, ar %Irnbe lk!kt skill. iris parked W-120' in idly-.3ncerel'the firsi work efew. o1t i[lii[: 8. A 2UTteme3fti. % ex r lee seguiied in this area to gisng.glyince wacrnigg of the rrpmr !ion ahead � slca+a+iisg snag imf c }►cion- to mx&mg (he OUM stab€ n or 3gueued traffic- Grfidri��:_ 9 1f 4enwe t4'irrjc- mmArx dw BE Pl#E1 ARF.) TO 5"li]IP M-4) ftw, iken tdw .ugrrt sfwal1 be ngrrrkd at Vie' dbkmi 10 Wkm a lq[ war-rucl t"TC]lmIki 'tuAft wffildn or ztA4tt%= of the kanvWm arm and N air wdic§%akid dhW Y w2w-s ""Aft fiflri'E dw Am ek"ieTY. wk* cdend MrtwjA 6v mil Wt*L- G esfi� lxruarrr . fw raOrro�rryiv zmw a� be a x&wki;i sr, linen � Frap�itom errexr Ir k, alk*MV l�'i7CiLYl g ($ � .I 1 r-56for ad&&wwl ip)�o 1irCi km on 1 wqy— d mmimp). �irdard: 11,. At night, thgger gaathats simIl Are 11111muiinated, except ht eutergnAe:s (seas Sterman 6F-4%. fl r 12. Cones i1gy he eliminated wk>m usiU a "-d vaicle op tion or when time Kotal iwdmy width is 20 feet or lig. 13. Fier low-volume 5iijowg e. with shrg wcwk hones on shnigtit rrn±iK2ys wltet't the flam is visa -we io raaxi uxers apKmdiia& Ymm lravdh directimt& aside flag f its Berl Yo l -visible to react usrxs am ckis7g from both dier#ims, shiny be u -sed [see Chapter August 2011. WNT SEE NOTE 1 SCLOSEDR AHEAD ROAD SEE NOTE 1 WORK AHEAD Augwj 20911 Sisationstry Opft'°atioik art a Shm rider (Fig.._" TT Aj) Page 6H-15 Ewa G20-2 (V) ROAD WDRK 500'+ 80'- 120' SHADOW VEHICLE t REQUIRED TMA REQUIREMENT SEE NOTE 8 1LLUMMATED FLASHING AMBER (CAUTION MODE) SEE NOTE 7 TYPE B OR C • SEE NOTE 6 • CHANNELIZING DEVICES SPACING • SEE NOTE 6 SEE NOTE 2 RIGHT VV21 5aR S1t1111ER SEE NOTE 1 CLOSED SEE NOTE 2 r RIGHT SHOULDER CLOSED W21-5bR AHEAD SEE [MOTE 2 ROAD WORK VV20-1 AHEAD Laine surra ort a Two -Lucre Rwadway Using l+lags (Figure TTC-23.11) a' >faa avaa ' av3Hv avaa . 303 3NO �T aryls 0388 m Z ❑ ❑ NOUVIS 890E)V'1= ❑ ❑ ❑ \ i II ti O o 0 0 0 0 r slaDrA nroa ON3 ecage 6ff-53 IN L63 N FLAGGER O M O / • L K SAFETY CONE (TYP.) 501-100, SEE NOTE 4 80'- 120` SHADOW VEHICLE REQUIRED SEE EMOTE 4 501-100, FLAGGER STATION SEE NOTE 2 W20 -T 3N3-4 SEE NOTE 9 1fi12Ck- t 40 0 40 80 120 SCALE: 1 " = 40' GUARD RAIL (TYP.) ■© ■N ■0 ■0 IN M. ■D 70a ' 11 I N., 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 �tiTH OF � Gf "D. Kent O'Donohue, Jr.:'.. Lic. No. 0406001683 71 03-14-201741 w d ,ti`s SCA P E A 1 G� DRAWN BY Z U J CHECKED BY WSM C� G � SCALE1 Z Q 0 Cw UjG �0 V Q (D Q Of 00 Z mTL �Z CC G zJ U_ Q o LL J U- W m G � O 0 DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1 " = 40' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01 —04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. JOB N0. 34160034 February 6, 2013 FRAME & COVER FRAME & COVER (SEE FIG- S - 1 - D,E) (SEE FIG. S - I - D,E) ACSA GENERAL WATER 8L SEWER CONDITIONS STREET SURFACE OR STREET SURFACE OR 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY NON -PAVED AREA NON- PAVED AREA SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE SLOPED AREAS SLOPED AREA -A"' RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE;4;':; <?pu START OF THE WORK. 1'- 0" MAX V- 0 " MAX 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE 2'- 0" 2'- OII PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR RUBBER COATED STEEL RUBBER COATED STEEL N SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STEPS CAST IN PLAC3' - 0" MIN STEPS CAST IN PLACE 3'- 0" MIN STRUCTURES, AS NECESSARY. PRECAST REINFORCED PRECAST REINFORCED CONCRETE SECTIONS12" MIN CONCRETE SECTIONS 1 Z" MIN 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT "O" RING SEALS 6 16" MAX "O" RING SEALS 4 16" MAX EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION MINIMUM ELEVATION ° T MINIMUM ELEVATION SPECIFICATIONS, AS ADOPTED BY THE ACSA.- DIFFERENCE ACROSS M.H.S" 74' - 0"DIFFERENCE ACROSS M.H.5" 4' - O" FROM INLET TO OUTLET 5 FROM INLET TO OUTLET S 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SHALL BE 0.20 FEET. SHALL BE 0.20 FEET. DEPTH OF FLOW I CONCRET VARIES DEPTH OF FLOW I CONCRET S M 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY CHANNEL TO BE CHANNEL - CHANNEL TO BEFILLETS - (1-800-552-7001). 3/4 DIAMETER O 3/4 DIAMETER 0 CONTRIBUTING -- CONTRIBUTING TSEWER. a ' ' SEWER. f ' -0A. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET A FILLETED INVERT FOR A SMOOT ° a 1 2 A FILLETED INVERT FOR A SMOOT 44VARr1jE 2OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF TRANSITION OF FLOW BETWEEN TRANSITION OF FLOW BETWEEN PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND INLET & OUTLET PIPE SHALL B INLET & OUTLET PIPE SHALL B WATER LINES, ETC. PROVIDED. MIN. 6BEDDING F'ROVIDED. . EDDING NOTE W/ NO. 68 STONE NOTE W/ NO- 68 STONE 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 1, BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE L OF ROADSIDE DITCHES. SPECIFICALLY DETERMINED BY THE CONSULTANT FCIR1E SOIL CONDITIONS- SPECIFICALLY DETERMINED BY THE CONSULTANT FOTHE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2- THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE EXTENDED OR NON - EXTENDED BASES. EXTENDED OR NON - EXTENDED BASES. RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 3- ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, INSIDE AND OUT. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. TYPICAL MANHOLE SECTION TYPICAL MANHOLE SECTION 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- SHOWING P R A N C H TIE-IN SHOWING BRANCH TIE-IN LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). N -T - S N.T.S K FIG. S -I -A FIG- S -I -A IJI GI FI EI CI 114 8[ND [ir REoUIRi PLUG MIN MIN T T r 4 M N INITIAL BACKFIL a M N UNSTABLE 8- a $• $. SECTION 1 1 SECTION 2 2 501E MIN N N MIN MIN - _ #68 STONE :GRANULAR FILL A5 APPROVED BY ACSA S A B I F -{711 OR 0 Z STA B I F SOI1 OR ROC l� NOTE 1.N0 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.190 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS 45° SIZE OF max L - FOR BENDS 8" & SMALLER GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ❑ ' USE STRAP ON BEND WITH BEND ti ANCHOR BOLT ON CENTER LINE L q. _ _ _ OF BEND. USE BRACING STRAPS L 45° 45° - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES B' 34-6 6'-6 N-0' 3'-6 Y-9' 21/4. max - max USE 2 STRAPS ON BENDS 2.50 I'd o PLUG ADJACENT TO BELLS. 16' FOR 1B" BEND USE 3 STRAPS 24- IN 24 MIN INITIAL BACKFIL .' ' I I � A5 SHOWN. s s' a s Z i � y.l ��h'IIN JER .MIN WHIN MIN 2.00 16' BEDDING /'4i#6$ 4BARS12"ON FOR 12 BENDS & STONE 1.50 CONCRETE CLASS 8 " STABLE SOIL ROCK FOR ALL BENDS FOR TEE OR WYE FITTINGS SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL WIDEN TRENCH TO ACCOMMODATE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND ANCHORIF ELEVATION THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING CIF REQUIRED. 1 0.10 #68 STONE. min M TIEDEDING PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. ASUIRED � 1 c 90 FOUNDATION IN POOR 501E UNDER - CUT CONDITION 3-16 3-21 PLUG MIN MIN T T r 4 M N INITIAL BACKFIL a M N UNSTABLE 8- a $• $. SECTION 1 1 SECTION 2 2 501E MIN N N MIN MIN - _ #68 STONE :GRANULAR FILL A5 APPROVED BY ACSA S A B I F -{711 OR 0 Z STA B I F SOI1 OR ROC l� NOTE 1.N0 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.190 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU. YD. (FEET) CU -YD. 18' BEND 22 1/7 4' - 6'2' -IV S-0 2'-6' V-6 2'-a' 1 1/4' L H T L H T B' 34-6 6'-6 N-0' 3'-6 Y-9' 21/4. 90 2.50 2.50 3.01 0.24 16' 6'-6 11'- 4' & 6- 45 2-00 2-25 2-60 0-15 2.00 2.25 2.50 0.15 22 112 1.50 2-00 2-52 0-10 11 1/4 1.50 2.00 2.50 1 0.10 90 3-66 3-16 3-21 0-48 8' 45 2-66 2-66 2-77 0-26 22 1/2 1-66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 114 1-66 2.16 2.67 0-13 90 4.83 3.83 3.42 0.83 10' & 12 45 3-33 3-58 2-95 0-43 3.83 4.00 2-83 0-52 22 112 2-33 2-58 2-86 0-24 11 1/4 1-83 12.33 2.84 0.18 BEND SIZE A B C D E F 11 1/4' 4' - 6' V-9 V-3 2'-6' 1'-2 2'-0' 1 1/4" a' Y-3 S-,0'2'-6' t'-8 2'-8' 1 1 4' 10' Y- Y -S V-6' 2' Y-0 2• IY 3'- V-3 3'-d' 2'-3" S-6" Y 18' 7-6 Y-6' 3'-3' X-0 4'-6' 22 1/7 4' - 6'2' -IV S-0 2'-6' V-6 2'-a' 1 1/4' 6' Y- 4'- 2'-6' 2'-8 3'-3' Y t0' Y-3" S 3' 2'-9 Y-9 2' 12' 3'-B" 6'- 3'- V-6 4'- 2" 18' 5'- 7'-6 S-3' 4'-015`8'2 M2" 3'- e'-0 3'-[f 3'-3 3'-3 2 1 4' B' 34-6 6'-6 N-0' 3'-6 Y-9' 21/4. - 10' 4'-6 1-6 3'--[Y 4'-3 5'-0 2 T 4' 73' 6'- & 16' 6'-6 11'- E E SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE v, E AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS H INDICATED r THE TOP (CROWN) ELEVATION OF THE SERVICE _ ❑ = E W °� LATERAL PIPE SHALL BE AT LEAST 0-2' HIGHER THAN THE 5TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED j 0 J - U C, TOP THE MANHOLE. ❑ v= Va E E wE 2- SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL E 1i _1Lu BE CONNECTED USING A PIPE SADDLE- �V 3- MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �❑ (114" PER FOOT ) 1 c�7 x 4- ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN L11 E _❑ E O E L _d OF 4'. M W Y H � N � E ryn N 0 9 0 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER w w OF 3 FEET. J SO "s� O G] 7n G1 to d SALT o G] �i ° TREATED E FINISHED GROUND 2 x 4 E� r MARKER LQ E In J u • m �U v E inti N E00E �E r,m o m ^ ;0 MAIN FT I z Q =�:n o f `° E of w I ry C4 civ 4 ir LL a v e TYPICAL MANHOLE FRAME & COVER SEWER SERVICE LATERAL CONNECTION 6„ N.T.S FIG 5-1-D FLAT STEEL STRAP _ _ _ _ _ _ WIDTH = DIM. "F" - - Side View THICKNESS OF - - - - FILLET WELD STRAP = 1/4 - - - - - 3' Minimum STA AR HEX NUT - 1/4' THICK - - - - .4 LATE WASHER Id 3" THREAD - 1 NOMINAL INSIDE --3/4' ANCHOR Certification of 9596 DIAMETER EXTRA BOLTS compaction required d STRONG STEEL PIPE d I❑ 4 . BARS ®12" PIP Galvanized Steel Beam, I' a 11N CENTER 2" BENDS ac0 CONCRETE CLASS "B" W12 x 14 (min. size} d LARGER C CHART FOR UPPER SECTION 3' min. penetration into undisturbe 47" VERTICAL BLOCKING NOTE: STANDARD 90' HOOK ON END OF ANCHOR soil or as approved by th ❑ BOLTS TO FACE CENTER OF BLOCKS. ACSA. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHAN SIZE, DEAD ENDS AND AT VALVES. 2- USE 2500 P.5.1- CONCRETE. DUCTILE IRON WATER 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CONCRETE BLOCKING FOR - a. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIDE UPPER VERTI CAL BENDS TYPICAL THRUST BLOCK IN FILL AREA PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS - CONCRETE THRUST BLOCKS N.T.S. NTS ar . RG. W -3A FIG- W - 2 Fu, COMPRESSION x 314' MALE PIPE COUPLING 0R APPROVED EQUAL 4' MINIMUM MUM 0 I' TYPr 'K'� OFT; v IE! �o NOTE' NO SWEATED FITTINGS DUAL SERVICE 1' TYPE 'K• SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1' COMPRESSION . 314' MALE PIPE COUPLING OR APPROVED EQUAL WATER MAI 0 FOR USE ON DETACHED SINGLE FAMILY RESIUNTIAL SERVICE WHERE AN IRRIGATK]N METER 15 NOT PROVIDED. VARIES VALVE Box TO METER BOX (SEE FIG. W-( THRU W -•-7E). VARIES 2" COPPER M.J. FITTING 2" CORP. STOP 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: CAST IRON LID •GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. DE • SERVICE LINE TO CONNECT ATMAIN WITH )C'><4" TEE-. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND 'DEPTH OF COVER ON GATE VALVE. NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT- USE PLASTIC SHEETING AS ERSETTER PROTECTION FOR BOLTS- • USE 2500 P.S.I. CONCRETE. 3Y TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 LARGE METER SERVICE LINE NTS FIG. W -6C V COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 C NTS FIG. W-313 SIDE VIEW B DOOR HINGES 7 r 1,75' DIAMETER DRILLED HOLE FOR TOUCH READ UNITS. I I TOP VIEW I I I I 3' DIAMETER FLAT BEARING SURFACE UNDERNEATH LIFT HANDLE L - - - 24' X 36M' ALUMINUACCESS HATCH TYPICAL METER VAULT N.T.S- FIG, w- 7A N.T.S. FIG. S - 2 EM SPRI C NO. 6E REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL" (6" LIFTS) " THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING - BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES VILLE THREADS WHICH 15 THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU, FT- 1$. VALVE BO 1E68 STON- 3 6' GATE G'MIN 1 VALVE y� 8' x 6' Nr TEE 2500 P -S-1. CONCREI ar. BASE AND THRUST :: Ij•�� BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED IN ALL IN OR WHF 314• RODS TO A HYDRANT IS LOCATED IN A FILL. ANCHOR MAIN N ALL INRODS RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2.3/4' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE- IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETF- 2- MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX - 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N -T-5. FIG- W - 4 IJ TYPICAL SEWER PIPE NSTALLATION IN TRENCH Z w m } WATER NTS FIG. S - 3 i - PLACE 5' GALVANIZED WITNESS POST WIT CAPPED ENDS PAINTED BLUE IN REMOTE ARE AS DIRECTED- MARKER LOCATION MAY SE SL TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE - Il II II 11 ADJUSTABLE VALVE BOX W1 LID M.J. GATE VALVE LINE IM© Imlyd Imo Imo© 2500 P.S.1- CONCRETE d 2'x 2' BEARINGAREA. THRUST BLOC 4 A ° - a' 4 4 ❑ NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRN TYPICAL GATE VALVE NTS FIG. W-5 SIZE EIHANCI VALVE THE WATER MAIN 44" WATER 60' 36 d - -d ❑ 9 . d k8 MIN. PVC SLEEVE T4 THRUST BLOCK W+NGNUT LOCKING ASSEMBLY VALVE'1 2' MIN. M.J. FITTING IF BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR - IN - PLACE VAULTS SHALL BE 4 MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 11211 METFr) NTS FIG. W -7B �eQIF� t<��4IR RVLJ YI.IL YL TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE I'B") mm Iffy IMCN VARIES THREADED COUPLING PVC NIPPLE AND CAP D or o BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS to METER BOX (SEE FIG. W-7) N0, 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES PIPE ALV. OR BRASS C 2" THREADED TAP PLUG DEAD END (TYPE IPA") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W -B mo 2 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 '0 H 0 e G' rf I � "Ll. Kent O'Donohue, Jr.a r Lic. No. 0406001683 v� 03-14-2017 �cA1'E ARC V p Q O Q0 n 0 m 0 U Z Z> - J Q0 J O _j 0. W m 1 I ii V U_ ``� vJ } W Z J O \J U W O Q U) w C0 __J Q DRAWN BY ...zTER SIZE DIMENSION DIMENSION DIMENSION A 8 C 1 112' 3'1' 5.01 3'8' 2' 3'1' 5'0' ' 3' 5' MIN. 10' MIN. ' 4' 5' MIN. 12' MIN - GREATER 12-09-2016 THAN 4' PROPOSALS WILL BE SUBMITTED. SIDE VIEW B DOOR HINGES 7 r 1,75' DIAMETER DRILLED HOLE FOR TOUCH READ UNITS. I I TOP VIEW I I I I 3' DIAMETER FLAT BEARING SURFACE UNDERNEATH LIFT HANDLE L - - - 24' X 36M' ALUMINUACCESS HATCH TYPICAL METER VAULT N.T.S- FIG, w- 7A N.T.S. FIG. S - 2 EM SPRI C NO. 6E REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL" (6" LIFTS) " THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING - BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES VILLE THREADS WHICH 15 THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU, FT- 1$. VALVE BO 1E68 STON- 3 6' GATE G'MIN 1 VALVE y� 8' x 6' Nr TEE 2500 P -S-1. CONCREI ar. BASE AND THRUST :: Ij•�� BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED IN ALL IN OR WHF 314• RODS TO A HYDRANT IS LOCATED IN A FILL. ANCHOR MAIN N ALL INRODS RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2.3/4' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE- IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETF- 2- MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX - 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N -T-5. FIG- W - 4 IJ TYPICAL SEWER PIPE NSTALLATION IN TRENCH Z w m } WATER NTS FIG. S - 3 i - PLACE 5' GALVANIZED WITNESS POST WIT CAPPED ENDS PAINTED BLUE IN REMOTE ARE AS DIRECTED- MARKER LOCATION MAY SE SL TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE - Il II II 11 ADJUSTABLE VALVE BOX W1 LID M.J. GATE VALVE LINE IM© Imlyd Imo Imo© 2500 P.S.1- CONCRETE d 2'x 2' BEARINGAREA. THRUST BLOC 4 A ° - a' 4 4 ❑ NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRN TYPICAL GATE VALVE NTS FIG. W-5 SIZE EIHANCI VALVE THE WATER MAIN 44" WATER 60' 36 d - -d ❑ 9 . d k8 MIN. PVC SLEEVE T4 THRUST BLOCK W+NGNUT LOCKING ASSEMBLY VALVE'1 2' MIN. M.J. FITTING IF BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR - IN - PLACE VAULTS SHALL BE 4 MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 11211 METFr) NTS FIG. W -7B �eQIF� t<��4IR RVLJ YI.IL YL TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE I'B") mm Iffy IMCN VARIES THREADED COUPLING PVC NIPPLE AND CAP D or o BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS to METER BOX (SEE FIG. W-7) N0, 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES PIPE ALV. OR BRASS C 2" THREADED TAP PLUG DEAD END (TYPE IPA") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W -B mo 2 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 '0 H 0 e G' rf I � "Ll. Kent O'Donohue, Jr.a r Lic. No. 0406001683 v� 03-14-2017 �cA1'E ARC V p Q O Q0 n 0 m 0 U Z Z> - J Q0 J O _j 0. W m 1 I ii V U_ ``� vJ } W Z J O \J U W O Q U) w C0 __J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. JOB N0. 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. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 -'TH OF D "D. Kent O'Donohue, Jr?' C, Lic. No. 0406001663 S, k'O-14-2017 w ' PE U) Q �o 0< Lr_ 0 m U Z ZJ 0 J O J W m Z J 0- W 0- C) U) 0 Z J W r— C) 2 i. (D U � LU z J 0 (n w J O Q C) w 00 Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN REVISIONS: 1 1 2 1 3 1 4 1 5 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 1 21 VDOT 390'SIGHT DISTANCE PROFILE 450 450 10 0 10 20 30 0 0 VERTICAL SCALE: 1 " = 10' 440 440 30 0 30 60 90 N N HORIZONTAL SCALE: 1 " = 30' 430 430 OPPOSING TRAFFIC EYE SITE EXITING TRAFFIC EYE PROP. SIGHT APPROACHING TRAFFIC EYE LANDSCAPE NOTE: HEIGHT - 3.5' HEIGHT - 3.5'DISTANCE LINE' HEIGHT - 3.5 420 420 1. ALL SITE PLANTINGS OF TREES AND M SHRUBS SHALL BE ALLOWED TO REACH, M AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. — — — — — —_ - - _ PROP. GRADE E . GRADE SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE 410 410 OVERALL HEALTH OF THE PLANT. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. L L BENCHMARK , 400 400 TOP OF MONUMENT ELEV- 420.99 I I 390 390 K 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+25 K � I ATE 6H AY INTR ACSTES R 0A ; LIMITED- VARIAB�E 5 15 QP • � I � _ 5 J i I / • I / owU / I z z EX. DENSE MATURE TREES '' • • • I I Lw o 0 z g ~ w BETWEEN SITE &INTERSTATE 64 / I � (MATCHES SPECIES ON SITE) �j r i • / / GF / o w w z Q o ff _ H / - I o J I • LL_(n LLI Cf) X p 0 0 H • �\z j j $ SiiDPE� 8 HD w= � c� J •m.2, M LT— -4 I , - �L� ' ✓� �� O o o --- °� '- BLDG REC. CT G '�'�,/ ��� w w �� .O - "�� • • X W o 1 —STORY G 2 �� BLDG 3 L I �C 24 UNITS 3—STORY _ x I X r -ap 8 DPE ^� x-- — I I GA k! I •I I I Zr F FP GV I I ���� F / LT----,— \ GA G� �- \ • .. ° ��i I� W U h O • ------ - �� L L • • op ap ►- BLDG �a #2 _ � G5 _ 1 L T 24 UNITS W - / �B _ I 3—STORY O I IS — —\ • I•• I :D I o ` 0 i• � 4 IS I o _ -pq co I PI I W 00 $ I • Op°0 I I � I I / GF O O C I I C � 8 IPE + I P ° � i• ° � I � ro W I I W = � O PO P I \ .. aD to - I BLDG #5 .E _j Q e I I °° 8 UNITS 04 BLDG 4 Is # t _ -o 2—STORY � -1Is 24 UNITS I� o -- -- - co B 2 0 3—STORY O J B -- GB O O 9d 0000 0 0 00 00 0 000opp I I < I • �� O I I o ` I 30 0 30 60 90 • A TRANSITIONAL LATE SUCCESSIONAL � X 00I I I _� A M M I mgq RM PINES BEING FADED OUT BY MIXED AGE HARDWOODS - OAK, POPLAR, RED MAPLE, & GUM GB 22 \/N©Q� X - I I I I • o I „ , SCALE: 1 = 30' (BASED ON ARBORIST REPORT) X J 11 2 3 1 4 1 5 6 7 8 9 10 11 12 13 1 14 15 16 71 17 1 18 19 1 20 1 21 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 OF D "D. Kent O'Donohue, Jr?' C, Lic. No. 0406001663 S, k'O-14-2017 w ' PE U) Q �o 0< Lr_ 0 m U Z ZJ 0 J O J W m Z J 0- W 0- C) U) 0 Z J W r— C) 2 i. (D U � LU z J 0 (n w J O Q C) w 00 Q 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 SHEET NO. 0 1 1 JOB NO. 34160034 m1 ©1 I:11 N1 01 191 WIN :1 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp IH -284-111-297 for complete specifications) 1. Thejollowine items shall be shown on theplan: Trees to be saved; l Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; 1 Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. Mia-rkicines: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until tate tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment O eration and Stora e: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. BoiLEresion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. S. Firs 2 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7, Too&Materials: Toxic materials shall not be stored within 100 feet of the dripline oftrees to be saved. S. Protective Fencing: 53"�rees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. W Fencing shall be in place and shall be inspected and approved by a County Inspector priorto grading or construction. 9. 'free Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tee Walls: When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchina and Tunnelin : 19 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanu :: Lid Protective fencing shall be the last items rem ovcd during the final cleanup. 13. Da ed Trees: Uaniaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR. ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE 12 - (DATE) (BATE) 5/l/06 Page 1 of 1 PLANT SCHEDULE LARGE TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL HT 03-14-2017 SDP/WPO #2 CB I G Carpinus betulu5 'Fastlglata' / Pyramidal European Hornbean B � B 2.5" CAL. MIN. FG 3 Fagus grandifolia / American Beech B $ B 2.5" CAL. MIN. _(D FF 17 Fraxinus pennsylvanica ' Patmore' / ' Patmore' Ash B $ B 3.5" CAL. MIN, QP 5 Quercus palustris / Fin Oak B $ B 3.5" CAL. MIN, QS 5 Quercus shumardii / 5humard Red Oak B * B 2.5" CAL. MIN. ZV 9 Zelkova serrata 'Village Green' / Sawleaf Zelkova B $ B 2.5" CAL. MIN. MEDIUM TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL HT • � i CA 9 Carpinus caroliniana / American Hornbeam I per 250 S.F. B B 1.5" CAL. MIN. - CE 17 Ceras canadensis / Eastern Redbud Multi -trunk B B MULTI -STEM 7' MIN. LT 10 Lacgerstroemia x 'Tuskegee' / Tuskec�ee Crape Myrtle Multi -Trunk B B MULTI -STEM 7' MIN. SMALL TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL HT iDCV 10 Chionanthus virginicus / White Fringetree B * B MULTI -STEM G'-8' MIN. HT. SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT HT SPR 0 IS 40 Itea virginica 'Sprich' / Virgmia Sweetspire 3 gal 24" MIN. 0 VN 22 Viburnum nudum 'Winterthur' / Smooth Witherod 3 gal 24" MIN. GROUND COVERS CODE QTY BOTANICAL NAME / COMMON NAME CONT SPACING w w W FA Festuca arundinacea / Tall Fescue sod Complete cover of all distrubed areas of site bio. except mulch areas LANDSCAPE SPECIFICATIONS 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 AND BURLAPPED 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 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 AT BARK 3UY 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 LANDSCAPE DETAILS 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 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 N NI MI LI KI A HI GI FI EI (7 CI 1.9 0 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 j,TH OF D .t 1D. Kent O'Donohue, Jr.:,.. C4 Lic. No. 0406001683 &, k4-2017 "J PE ARCS' V) U) G Q L1J 0 0,5 O U) Q o L LJ �= Om Oz Z Zo Lu J O Q J U U) W p CM Z c J i ii DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 WPO #1 SCALE1 "=10' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. C21 0 11 24 JOB NO. 34160034 Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens LLF [MANUFAC] Description Lum. Watts Illuminance 2 T2 SINGLE 14131 1.000 BEACON PRODUCTS VP-L-64NB-136-4K-T2 137 Fc 3 T4 SINGLE 15336 1.000 BEACON PRODUCTS VP-L-64NB-136-4K-T4 137 3.00 4 T4H SINGLE 8949 1.000 BEACON PRODUCTS VP-L-64NB-136-4K-T4-BLC 137 2 T4 -2L 2 @ 90 DEGREES 15336 1.000 BEACON PRODUCTS VP-L-64NB-136-4K-T4 137 9 W4 SINGLE 15274 1.000 Beacon Products TRV-60NB-136-4K-T4 137 b° M Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Property Line Illuminance Fc 0.04 0.5 0.0 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 „°o bP b o „ / .09 .09 xo9 xoo xo9 xoo xo9 I .00 0 00 :oo .00 / / :09 xo9 b9 xo9 .00 0 00 „°o 0 0o xo9 ,00 "o .(P/ BENCHMARK . "Op "O° b� F®P Of_-#01VU41VVT b° •°° b' b° ' '°° / ° . ° ° . ° ° O „ECFV- ¢20.99 O ° O ; ° . „ O o. xo. o. xo. o xo. .o. o. "o o. xo. IMO xo. b. o. xo. o. / MDo b° MDo b° Moo ,(Zo MO° "O° MO° MO° MO° MOo xOo .9 roo FOo 0 / / ,00 ,00 xoo xoo xoo xo° xoo .00 xoo .00 .°o xoo :09 I o9 .09 .09 G xoo Prepared by: / / o b o b b o b o o b o b• o o ro LIGHTING VIRGINIA CENTRAL xoo ,00 xoo xo xo xoo xoo x°o 0o xoo EX. 1�01<tT LIMIT a ,O ,00 ,00 xoo .09 „ 9 xoo .00 xoo „Do 40OG-2 Southlake Blvd. / AC&§5 FEN& Richmond, VA 23236 .o xo ,o bo (SSW CE /N�i/ND) xQP o. p „o Tel: 804-379-7777 o o o b L www.lightingvirginia.com TATE 6Nwp,Y . o . o . o o . o o „ , o RS NI b• b ro �� o• I I"o b °. ° L INTE AccEss o,w) MH = mounting height in FEET "o° "o "o° b° b° "o° b° "o° "o o° "o° b° "o° "o `o° "o° b° "o� "o° LIMITED RIAB�E R� x .09 .09 xo9 . xoo b9 xoo .09 . "o "o "o� "o "off/ •°, b� "°o bo I 'oxo ro, , ba _ .09 NOTES: (VA o .o o .o ^ v j^ x0 o .o ' 0 xo ,o .O xo 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA ti „o 0 x b xx".CENTRAL, ADAMS PARNELL, LLC. ,0 � :.,o 0 o 0 � 0 0• "o C ro "o •o 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN . o „ o , o „ o o O „ O o „ o .1p „ o .'P o .'P xti .'P THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT • ,^ ^ ^ „^ ^ , at"q.o5� o .ab oRESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED .o o NZIN b^ ra K PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY K OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE "o b° "o° b° "O° b° b° "ob„o"_1P b ° b^ "o ^ „" ^ ^ "o r"o •^6 "v ^ "^� "1` 06 "o .00 ''04 .00 JURISDICTIONAL CODES. y „z� x09 .09 x00 .09 x09 x00 "O^ ,0!. b� x0!. "O^ x0^ ^i/!L s,y0 xn�� / `^^ "`I% �' �. . O 6 O 6 ^� ,' O. x O' . O 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY "^ o b `o 0 0 0 AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, .00 .00 .00 ,00 0o xoo .00 .00 ,00 "O° b° "oti b� "oti xti ro` .y. ^ / x^v ^. .y� xoo ' •off •o° ao°, "o° , MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. �d ,O0 .O0 ,00 „DO .0° .0° x0° ,DO .00 x00 „0 0^ 0^ 0 . . x0!1- 'L x0P "^' x1,`1' .b9h� / ' b •^ry x � `L 0 °� ,Dy `S ,0� x0 _x09 .00 .1P, 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO \�P .'9 , o , o o ,00 00 „oo .00 xoo ,00 "o° "o° o° bA p� .ry0 xti a / xti9 .19 .1^ x x^? .^9 "00 "o° •o •o "o° 'o°' 'o° `o° ' LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE o 0 o ro MAY AFFECT FIELD RESULTS. ti O .O .O ,O O O .O O „O O „^ "�� .5 O x `h 1 x1 x"� O 6 . a .'` 6 ,6 \P x ^ .O x° xo. b. o. b. o. .o. 0. 0. o. ^. x,y. a. �. ^ . ^. ^. ^. ^. .o. o. o. o. .0 0. o. o• b. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE 00 ,00 ,Op ,00 .00 ,r�,0 5 x Oa oa ,�^� I O^ .00 R00 , x00 � J `1 OWNER'S REPRESENTATIVE. b° "o `o `o° xoo "o° bo xoo 00 0„, o y x�. :y. xo. "O� x0 °� xOp x00 „ O ^�F. ^ •Op / ,a/ „Ob ,^9 x^6 x^h/ x x^`6 x ,00 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE 30 0 30 60 90 "O� DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. xoo .09 .o xo xoo xoo „°o °o ,Do � x,yxo' , o .9 7. LIGHTING FINISH MUST BE DARK BRONZE TEXTURED. SEE DETAILS. b0 .o oo „o x^1 xe xp,o .o 8. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF /�Y'~`„0o ,oo O •o s „a xo „a ,ti •^ ,^ x x xv x^ x ^ o' b' O x 4 o 'a x° ' x oC. ' .o 0 0 „oo o „oo „oLUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ^. No FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN 8 RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. *a_maw"E8HQP o , °o' o , °o' •O0' ' , „00 00 „00 i .� .00 x09 NP/„O'er ^ "Ory 0h „ b ,,,y0 xo1 x1,`.ti x b x^O x^O x1,'? sa`.� 0 .00 00 .0 O ,00 O . x0. .' .00 x00 w t "O^\ b^ \ x0`Y ,0b xoti .oh x^0 .^`L x09 x, 0� ��• xF,1 Oe 1,. ,h !. , O � „ `L x0a ,0. 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"o• "o. o• "O. o• b o b o b o b b b O o � ' ' I o o .o o ° .o o ,o ° .o .° .o ^ I^ 13 „^ o .° ! o ' „O „o .O ' ,o ° .° .° .o ,o .o o xo .o .° .o .° .° .° .O ,o ,o 0 0 ,o xoI.o .o .o ° ° .° ,o .o .o 0 o O O o 0 0 0 9 , o 0 0 „ 9 x 9 . 9 . 9 . 9 . 9 xo9 .09 xo9 •o� xo9 .09 9 xo9 .09 I.o9 .09 „oo xo9 ,00 xoo .00 xo9 ,00 xo9 ,00 .o .09 09 .09 .09 .09 .o. xo9 =09 x 9 =09 .09 No .09 I xo . xo ,00 xoo .00 o ,00 �9 xo9 .09 6 18 Elm 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 Q, Z,T H OF D R l "D. Kent O'Donohue, Jr.a lac. No. 0406001663 c&, �4- 03-14-2017 w ,d 1� S'�+� P E U/ 5� Lr - L Q n (D m U Z Z>_ J 0 J J LU Z J 0- rV Z (2 V J 2 ou I- U O� rr� w LUZ J 0 U) Lu J 0 Q VJ W OJO DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1 "=30' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. C22 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. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 '�" H op D r �a Fes+ "D. Kent O'Donohue, Jr?" CA Lic. No. 0406001683 &r k4_O3--14-2017 1'E ARG ' J_ I - LU �0 V Z I- �2 V J DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 13 1 14 1 15 1 16 1 17 1 18 1 19 20 1 21 09-26-2016 ubmited by LI qlThnq Vlr 1nre•Central I Catalog Nrritger: Type: ARB 12-09-2016 -t.d by LI ghtnq Virg ria Central I Catalog Number: Type: Sohn-rlted by Lj_qhtncl ulr Ing U,no-a, J catalog Number: Type; 03-14-2017 •• Job Name: VPLI84NB-13514K1T21lJNV(RAIXXY, VPU84NB-13514Krr21UNVIRAIXXX SDP/WPO #2 VPU64NB-135i4KfT2IUNVIRPJ)04{ •� Job Name: x•••, Job Name: LIGHTING rmberland Perk,�ia rvi T� LIGHTING Turdn:Ils,nd Perk.Ay nnents T LIGHTING Trnbedand ParkApartmerds !� TL Architect Beller $ Assoc.. Inc. (Fbchmpndi VIRGINIA VIRGINIA Architect Balzer $ Aamc.. Inc. (Rchmo ndJ VI RGI NIA ArcNOM: Beller & A3soc..ln C. (Rich mond] J A*A", ¢+`' - SAN W4 N Not— � LV. 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Propdrbary■•amnnoct Ware is Dg try 26 nr �' IF -•. ♦ �/ ELECTRICAL DATA PROJECTE9 LUMEN MAINTENANOE 11-. nlBgrala:l to the LED m°.Ue. for an H•.[nn Ll lsrnxms b]1Vm a F yFy Imnrd } a■prdeble sauton Wn aggre5$rw re[utn err vrvrm y. ueacnn LEO asnnmes With CEJ] I' .nest titan IFllee "nays lea.. a b year Imlool -'any oeverng @ the IED LED drum by aE ' arra%[. are co Bad N • Bateryba_•rrnd real limp CIOCK y -r lm redvrrranty .I +4 n1 Zi fl7i^r. can P]1 i, m, =:24 0.'• •14'i.0il DRILL PATTERN Epp 4„ svygrxed jj��{ s.slr i 1 » 3� 1P8' ?.9 •Serixmareewiegss tamrp tar rnassnum snpkty axl ldraallY pK2 b3+B-AdM.abb HnuWo • 1rrt1 ata prI duns I Iu1 raV o n dedeaua navawre au:n as route. or access pvhta, ony a sngp POwin the leltpmnepr Ac O, 24T e06060 •�I'�J hr 1 777 .b Nb -1 dperl5MiN21-11 ee r.5 ISIS ly 0.01. mbcd.e•7r wnxrc � er 1111W Rod. a L[o ln,Na .r1B5NA tLr-ixe. -BrK Wee,.ke a.wnbr ad N P lop 100 dJl ■ .00006 Ibr rG a' n1Brl are. Nv qk 1.rrr, min ey •�' ArerM•' Pr[AYnr 5F22-3fa-005b Fa.r °`aJ� � .•. r� G. aa& •'.: :.1 bl 'yrn�°D 2�� r2 g�� 39 a 80 2 pry 7 2M o ❑"L: :C':: 1r� e T9`C Su"= 1(1 K C ERT I F ICATI DN SILTS TINE S _ _ y I 1598 MID E, �•q and x 9x*V ;•+277 lowenyarxm .rugvi. l [�® 21S 190 2D 4590' 2? a6 sw 2V -C EU"F 166 Tsr 1111 �-c rr�r 100 M F n }o a+r un u:•nt:•few. uarbm.elrbhekne. p pna re ye. ei.[rm .r. e: rn 9fi I ars iM K G Blown PfodJus • 2041 G3ih Avcruo Rrdo Fast &adeooa, FL 34293 • Phu1a BOO 345 -0928 • pR m■m� ■ Bmaon Products • 2041 5&h wmue Cr de Easc Braderan Fi 34203 • Phore 800-345-4926 • HL USLA. �/ � on[ 1B Dlr Ggrtnuea eeGru t m,me our pmd.cte, prpduetaperatealpre are su0led lDckmge iload.dce. LlO Ae■rp Do Do luour wNf orad vnxvnllnaF>renr Dtdlltd pme�CTwaurraV moa Sulp[1 n[haz.plwmwlenix. Lgnown Jw••. 0�la G.Ra lx■W_.,eir.Ron.nl•Aa maenm.la aao■n.liY rw.➢wp.rkn rcCc... mid.LIA rN aipm 17.G Beacon Roautl8 • 2041 591hAA a ue Circle L All EOadenl On, FL 34203 • Mora 890-34b 4928 MUS�L Due N our m n6alxd elhnt be im.breout Drod". ondua-ir,dora err-w9lectnr4anoarlhoulm6ce ®•L1LIP'Ftires I, 7.CCtl MOOT' Y�l"1F.ml-For rceeiMnbe.eilw r-1Rk, rm�w.ka•..pn ruduem •M.bd ilei CDC lmC .� p�168BCgI npnAT�1lIROW 9ffined•MmnlnlmepneAo. r[YJe:r.,x eeap.rnrinNenm aP,.111 nIfl SPE: Sugmt4edb LI ti Vi Inla-C.ri-B Catalog Type: Submittedb bghtn Vlrglnl3l!•r-= Cata log Number: Type: r, Job Name: VPLI&4NB-135AKIT2ILJNVIRAIXXX n -e.1r, Job Name: VPLI&4NB-135AKIT2ILJNVIRAIXXX +] LIGHTING 'Irrtll:handParkApartmmts TL LIGHTING Tlmb❑rlandParkAparimmts Ti VIRGINIA a'�it led. Balzer &AS, C.. IHC. [RiChmOnd) Notes: VIRGINIA Awchitod. Balzer &AS, C.. Inc. [itiChmOnd) Not- otes TANR LV• CEN TRIL1&2Id 1 LV NRr4 LV• C EN TRCLI&21661 l FSA htlpJ1w w.darksky.orWida-f xtum[-seal-of-approvalla bout -i JIDA In11,: ,..,m.d:rrk,k. ,r --inn» lv» not I.— ^tiro P*w4ucl dclaii&cvrarlm.. J 67,08611 ABOUT FSA 1 nu--) Association ABOUT IDA'S FIXTURE SEAL OF APPROVAL INTERNATIONAL INTERNATIONALASS a DARK -SKY■ . APPROVED E a DARK SKY FRIENDLY FIXTURE . Ano roved Filatures APPROVED DARK SKY FRIENDLY FIXTURE THE PROGRAM Farmed in 1988, the International Dark -Sky Association is the authoritative voice on light pollution. IDA educates lighting Product Detail Click here Io ga on Beards reWit pegs. designers. manufacturers. Technical committees. and The public about Ighl pollution abatement. We rer,Ognize that the beat way to accomplish our goal Of protecting and restoring our natural night EAvifonment and our heritage OF dark Skies is through promotion Company Beacon Producis Name: of quality outdoor lighting. It Is In Ihls spirlt that we have developed the Fixture Seal of Approval (FSA) program for dark sky Website: httPJ1www.bea ;r moroducls.cam friendly fixtures. H Model Name: Viper series The Fixture Seal of Approval provides objg(%v&, IN rd -partly cerlM cation for Iuminainis that minimize glare, reduce light trespass. H and don't pollute the night sky. For a modest Tee, IDA will evaluate the phollometrlc data or any Iuminalre submitted by its Application At".Parking.Secudty.Archi l3rtlr ral, Pathway manuFdClurer. Whan the fxlure is approved. the manulatturer receives d rPRiScale and 111E Fixture Seat Of Approval - Type: Manufacturers may use IN FSA seal to promote and advertise their IDA -Approved^" dark sky Tr9andly prOdw tS. Source Type: LEO For more information on the FSA program, Its scope, and its criteNa, and for our answers to your frequently asked questions, Product Image: •I!m please refer to our FSA program package (Portable Document Format). Or comact us online. .� CERTIFICATION G Specification .FJ Subrrill your dark sky friendly product to IDA for evaluation and certification. Join the Fixture Seal of Approval program before your G Sheets beac_viper_I_spec_I73272013.pdf competitors dol To apply For the Fixture Seat of Approval, Simply fill out the online application form and hit submit. IDA will then carried you after evaluating the phdiomefric data and will give you instruction on the final steps. If you would ratter submit the applicalion by hard copy, simpy hit the "view as PDF" buNon in the upper right hared comer of the online application page and email or tax in The appliraHon. Criteria • The light source must be fully sheilded F CCT Options' 30GOKADDDK,5GOOK ■ The ixlurer Cannot emit any luminous output above 90 degrees in the verticle, plane C • New submissions must have product models available in 41 UGK CCT and below Available - Bug: Sabi rmed a pun Vir iniS- tmtral Catalog N urnber. Type: Suemtted v hen Vii rola Ceneal Catalog N umber: Type: - d died Li hon VIr mla ter" Catalog N umber: Type: •• , Job Name: VPU64NB-13514K1T4JUNIRRAiXXX VPU94NB-13514KIT4JUNIRRAiXXX PU94NB-13514KIT4JUNIRRAiXXX x••ar, Job Name: 0600`, Job Name: LIGHTING Trrbenlarid F pBrtmerds T4 WGH'TING TirrbrrloWPArkApartments T� LIGHTING TimbrrlondParkApartments rN T� VIRGINIA Architect gelCer&Assoc..Inc. (�ch r:r::i VIRGINIA Architect (3alxer&Assoc..Inc- (Richmond) VIRGINIA Architect Balzer&Assdc..Inc. (Podlmvnd) N 9TCs' q� S. 'a•rR N of c; LY-CENTRAL(&21461 �NR n,. tc LY -CE NTP.0.L16-21461 LY-CENTRAL(&21461 E ORDERING INFORMATION OHHLHNGUAMPLL-VRJgSPg.2WOjW4AJK"Cx nrsF2lckN1K%rBLraRAniBr E VIPER L `at" I�aov� Type :IPL 64RE-135 4K T4 Uh1V � RA xxx PERFORMANCE DATA SERIES MOra�k _URGE VIPER LUMINNIRE SPECIFICATIONS PRODUCT IMAGE(3) 11® k3dNB-iffi l9AT 31(® 11W 120-F7v BIT Ince® a n r lfh array PCR -TL fttcoll. HSS -W tvAa ale ni!ld I nir mayc son$1"4"0 MY 34IY 11 U11 15922 116 2 0 1 15A6l 11S 2 9 7 Inlnxr.11 uv•: . wail, e,e ', .cal h.el We -r ommi..n," a]IlE.1� 1800 Tadalld[ 9rP 9171dN _ 1=274 104 3 0 3 MIT 103 3 0 3 Trac • ,re b Rr.InL•le m hap serACO.I hg tig6 Bkrl Lan be as W04 as LE08rrey 107173801` FL°SAM Muse aIle aiel0 WKF Olinleaduel PCR.aD pga)clll- _� 103 3 0 3 13996 107 0 3 su " nibairl; the lumnua i n the prism Befhprr, -J: namni Le] Fvala(4 180• IIB -766 23418 Ohv10b0 BLC CeDIdIOld gmrd• MST inftls tocna Injured -1 T4 551 113 2 0 d 15356 112 2 0 3 am WhEi"ayslming ins IWO 3rd oafa conb,-.: o I: ., , Ialrbut nix atfarld , An oprlpnu paaswn erased monond elector LED8n4F sap Eft lot w61mdu red 04 825 nM 136W T4 -01L 9040 66 0 0 2 8919 65 0 0 2 b replace I_ .I � .. Ic 1d11br l4H or HP$ spa otriv In B9r3eo FI,) It* I$I aylnB. 96rt9-mo 224,0' 7PFa' ectal pow5r DHT Ouk hmnlA t:ihletl T1 Ofpel T50N 1551r 113 9 8 2 15356 112 d 0 2 010+• 6 vYd ..: . r : '541006 for appltatnn and lul Ino rased xlth are e■■v.nn.x Ina...,I•...��,�•�r., ...:�a„ale„g nataabls LEDBray bed T2 type II SND Bmte6■ntotwlh Wes :rayl■oetA f SH 1 h713b 115 4 9 d 15971 114 d o 4 rralo�ocartoI Lumnares are sutaus torr snoblvcaenr16. • T11v1eawe snalev+rxrelettly adlJuazoe reotaegtlar arm 9GNB-780 281)11 mdi. 5en.pr3 GPS Bark btnllrn Smooth lEDen@1 T3 lope 111 P 1,w 15372 112 0 9 2 15217 111 4 0 2 mu, to�poet to d or" aro no"Inners CpnsNcbfwr: bAR,, cgcledualivn, time periods vehoan are PVT1 ?1132 117 2 0 2 20322 113 2 0 2 12 180813 105 3 0 4 106M 104 3 0 4 T4 eype fu MEMMEM TICS OceupbAcysilf" GM green lextu red lolklr) • (1na pyc9 vncalcarm.ge system tom Ding motion detastvn is e�9ve, ami seniAtriy D DCSPloataened' ant nm[Rllesll,YiIn1jied TSR Wpe V.niCanoular MOD .aloe dlnnng BEI!-]Oli (earl al■ Nn me1311k tlbi un tenured OrunLDBnginB,LED Rini orit",ga5F71 � Ow=talrLvss sled bQW. •Allrnnyv:D oauppw may a10 be sot T3 18T69 104 3 0 3 19513 103 3 0 3 14 2a57t Ell 3 0 4 20365 113 3 0 4 T6� 7lpe V, square N/terix , • Cadndga SI.H legelher u5ih eternal brsaa s s mealet•te remelelydree one UVA OU was iron modlvin CD 7100W IBM ile.U.M. nldwid In t he boW so that L can ;7e-meltelGmms.r,highupon slipmor T4 -RLC 17168 AA 1 a 3 12000 07 1 0 3 TEW IIpe V,FWedwdB RAL bgmurepacsl as anne❑eco nonraln$�fam rl(4Btting motion •Tru-vFro3 sikb.e ardnlF:ru-lxlrla •rnnawrQnn any Gin bn ue❑l In last nmun 15ON ?057$ 114 7 2 20365 113 4 0 2 FR rrcn, rdnv auto TER ?0914 fill! 4 0 4 20733 115 d 0 d pw,mh:nefeam Baia[ rrs W" a semen 1a strategic lecamons, Wim •t ae■mr •Fd rnata.nwNem giie 15W ?x299 113 h a :d 700HR 117 5 0 3 weather -011066 tea altl 3.d oat" ndialualLm ahng n neer Uneonphwlo era von rrmmgl la DIMENSIONS R2 r10h&n ODzarm •er4p[gai[anml.muen.e coq carr ms ,�6rxsrpwe.aRmrminum r.my.msl. mee RFt 23�'6OsYp•fdtair •r'mk"'L' SELECT •Rne•lela p.rw.x-.as le iwN.•dlgM.[oilzY L.IW$£ar aers.•1. o1ur PQ 23 AOJud[Btre On.rI* - Ah nmgh Fame -fil,d car b1ubifamhlfor dlot LmYO�k.: 00]1704 h■rvRidn6 by ainMng mo14n a9H •undliro ;stools 700Vtnrougn$T7Y,fi0 HE en lea■■nolo presence. nrslilrwriamasBariBE, n FRiTTP 26886 106 2 9 2 24615 17 2 0 2 T7 ?RD70 9A 3 a d 72A:Ci 97 3 0 4 .q 6ak'+'�r^r°wMmeaaWt^^rrdw•R.ae FINISH arew.en mon tun uu,wtwL,pooseNilr ncmtalAnft;tGn TTI_ [mIn[nna Camnrtvin nyLnrr IEg 16rAckel 'Ira ac.ovRa.I,ry rnrld l.Irrlm..m e>....cw•Pmrs®c.nv❑ so=ab"`O"eerorworedeel. 13 21917 93 ;i 0 4 211,0 92 3 0 i T4 24360 103 3 0 4 24028 102 3 0 5 80 875 rd 295W I44SLC 14433 62 1 0 3 14497 83 1 0 3 fo ®O tk NnM12 or idsrnrina[aawpis 347Y Or 4aov npul. • PRwerlactar. 92xtellupad v4towlom P .•[arra bl V,&n,ab MW am.,..daptl,ygngqPL ' � �, y, ,� RIA roun0 M! Wiper d< Lq m-nwr.; L T5011 731 $Q 9A c 7 7 72905 97 4 0 p .nilu B -muni. ll bad 264 are razed N 60,000 hours C fol loa0 26eC loos 9 Op1lOn5 hw mraLne7 BrnC arencal v T5R 2[779 105 5 i 5 24541 1% 5 0 5 atf antl am amUiDM Candi per MIL -21 TFNolits 2 mor,tirl yr hiWe01 ym rdaidl. ng aralaaT6. M. he kroduct C PHDTOMErn ICS 151V ?4175 103 5 0 3 ?39:11 11)7 5 0 3 '1 n t t 1 • Uorin :Bina for are Stat de.a van - pal ells. pre5c slow by AKI I01 rea I 04 t4nnxbpnthrraemwdkrmh 9 E p uPn6nl 201 wing prasR4xl by,0110510138 31 C ryMT■c'A°11V6 Ya{ B NFalOr 71 N411MIs eo11s12 Fw�A6Faaeo-sT.Tt m1�9e.L-aaacier IV s'o m m 0, m v b saor Ga, G N �, a' E, s s 1s 100' tN # itY11 La356 iia 2 P 2 25194 112 0 2 ??885 101 3 0 4 22438 100 3 0 4 ??440 f 00 3 0 d 22218 99 3 0 4 _ 4 N1395 110 3 0 S 24438 109 3 0 S Be 7110 rrr 2'61 W FA _U 1=9E4 61 I 0 3 178:1,0 fig 1 0 3 avoid■. roan requm •rwn DO nem -to -Com DO nerd wm Wmn Ore Finyoc 9 lumnrn.o may wry m mom Ina. 8096 or retial IGO said Is 10100 DL for ut0 41 • Gtacmly V pear l a powder - [par ■xka- T s1:N.ay aPP■Rd am rnermocu.d 60MAG of 4M OF hL Ther . ❑ervty vbnlsn carrslsss ort awv slyp •rlugdncunnichasdal6d LULluruae Wm . peym0r prlrneF by pM., A n C D Weight: FJ'A ll 29.12" 14.1 A" 74.25" 4.13" 25.V lbs 1 41:" l5� mn0 (425 mm] [105 mmj [105 rim] {11.3 14] MCUNTINOOPTIONS � � .• } n- V. s �'a�- �" �• �frof/ T5011 74 8E5 110 6 0 T 7003:3 109 4 0 7 r r r T5R ?5133 112 5 a r 24882 111 5 0 5 al aLu YA[:, TSA m rNgrer. 13A ra[IIIy soler and top 000[00 xilh alhametat and ter, ..Led appa6r to prlmaryokq Foe any superT0l, BOWOOF pooch` Coat •�sr 114• I T5W 74348 10& 5 g 3 74108 1013 5 0 3 miah -I% - "L FVT1 24B3B 1DD 3 9 2 29541 11)5 3 0 2 elm • 1'nvinsnmwlstna MFrrn606.2 - J °3 T2 27389 90 0 0 S 27096 97 4 0 5 • n�aRe ewddral mmpmtment *hail wilLan r I>er+■r++�.... rain. anenwlrah n Iud s LED ONMk LOmpon4rx5 am ar to Prai Da36rrg a $600 how Sall epreylesl for 13 28339 93 3 O 4 26013 37 3 0 4 wlh&pudRh4xdoritennnalblack lot AL corroeJ0WntanceanclWit. aaclasgor III on"' an DINn�nda.fs ar■clat wewmllon ■ irwvdxv.Ie ■.d.. 6'aY hmwrr Fl>.raw•rsrR 11pr yp� rF,.sW aiCdIYJ[•u roa+%n6ltlDbnsf9e. m. 10'L•0a'sa9D•6p 766 a, pr OF �' a■ >Q 14 29128 tot 3 0 S ?SS.7 IDS 3 0 5 8R 875 rM tID W T4{iLC 17564 fi5 1 0 4 1731)9 65 7 0 4 T50k1 2$664 103 5 0 3 29601 102 5 0 3 29184 t05 5 0 5 7AA43 100 5 0 5 poa.rcpnnRpinm WON 01WecTIA •The housing E drsgred Ica an apilonal r•pn 'p IvRN• n ole photo ca," receptacle ti05rryc eenYdFr°pklse rhe umrGlrc snH1 bB Nal LcertnBd to UL 1696 s+T r I ,a tr s l ii 29010 102 0 4 28729 01 5 0 4 5 • O..neg sen Odurs.elaO..Prtes. ar.R Omer 0Gd 0160 ata larils l.r ere 11 vel b.ada R, ■7vakrad ledurrt re opmpnT a aatw � `� B _ R-� tP iL L' 7r, •W.. Nroaw hxe,1oioertk bob ortrnxr n•tredrre.,rai T®rAW i 06. FNb neo.Afned lot,, IOW, tr)c amlB.tiiGnalu•..�ia.l wdem•rc. r.r d Mro.. 11efo.d•wv or• .rerrd enk.l . y Ueroulip mepMBCI IGirdng comolg Bar, I� g• �• p LJ J ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE • hoprnsarytl.aaanm0 board "Eghty Y[l`r'eb` >r N1W - `,✓ 2"rt--^r: 1 riCl n?•. ;.86 ( 54 .l- A4:,PPP lntapraled l4 IN 1.® c, OFF an Beacon lumina., lecture ad Fora limded Mped able Nouan Win agg assNe Mnn on y'ty BBaon LID lunnakes wiM1 lID InWnmantlmas "nays fealx4 a 6lev 1nved v arty worng •871 yClyry Raz time CrOCx tin IED elrq> LID JI irn. we wr J Lor ei orY'O yeorunieev my he 1 0 h j,uecxe peFfLN4 TN -11 • SN<obtarpd Wrp>es5 contror for manrnum thykly andnebilly Ph'2 Y-ir7 AiI..ole FAnuWJ• DRILL PATTERN EFiT T S.py/./4 d4N•I lV• Widal ode 2210- � 1 14 31121Y 29 °o lbn­-r..k okoym h1..�. dd LIVIrtk, WI�W-i aBI. '�' l•a 6o P 7011 loo • InflaWbn door not rah o n d ldtiled hara,.ee such en Few as or wens parrs soy a sngp PGwl h the l mrlew 13+D•c0-T--yy^'T--n•, 8 Our n naadad for user nuarxe. , .,e, nor 3•honp k�J I.-, osm, r� 2xaans+ • �l min I.E. "L r�•--' 3agD' 29 ''gg''''bbr i W 7 Br5 fab I]`n, 31'7 1.92 05 SOIF 1.01 sder aecx kYlY 372 Y•3'D- 90110 rnn A FS¢clvpsi. llnLL-1ll An lt•ft. L_l1"t-I-� 25180' ^0 d591y aq �� RNl 112 ab �•CL, %IF 100 m 1 700 ue too un uau.w deanfodebm..e l-L1k•krcr. .ry Lae q .mer.. ep A CERTIFICATIDAS7LISTINGS s7bo P Q.- � !� �dt r .� Was 9fi t 875 Peg `� rtrgrin.m Beacon Podu❑s • 2041911tHA4 �e Grc EEa:- 3ratr-cn -L 34203 •Pare. 800-345-A 9211 BFJDoe a nr eardlnu.d d -t, mplrns art p=,,, pml.1 spx halve ora su bled t change wfmd tutee. • L nkth's kiB2CUn FtOducl6 • 1041 581"Avenue L]rda LaSr Lti3parlten, FL 34103 • 111[rlP. 800�i45.6929 I.M. �e L Gcawn f•Iod..xs • 2041 50th Aroma Cirda Wt &aden!on. FL 34203 • Phona 806 345 4926 ® .. .- ... ... ,e °8a1p 010116 FRL41LT, NIRpb hau,el•/ornme innal➢i aNleFnxlW:.'wN➢.c.rknlcec.m • mid Over. rea SPCC :��[ DL.t rcon6n.4 edvnn lG lm6ma Wfpndld6.0DdVd4Da'ilod10a6 are SV 9levtbdorgBitilnut al>bts. �LJ✓.�•> {rA`�} Ouemwl Win■Iuae aurhnimpnrF bu enDeltS, pfpew:l5'pr[4fICalwrt AV Sa6ixlnmaluvANuulminy LM/1■FM O IL Brb]NpR❑n1CG,A➢OBlflbcrvkd-nr rtseihv/nntiiwrreWxwraLe.[•.peGdewm-Pfi.Mi,.Gl 9PLCilIC a amF Bacoel PIRDDXTS.Map.WierFnrk• For mB.tr�iNeeraal�:wrnrL.ael.rMetrxrm . rM\1.IFA spa: 1f16 •""-"" 1 2 3 4 5 6 7 8 9 10 11 12 1 13 1 14 1 15 16 17 1 18 19 20 21 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 '�" H op D r �a Fes+ "D. Kent O'Donohue, Jr?" CA Lic. No. 0406001683 &r k4_O3--14-2017 1'E ARG ' J_ I - LU �0 V Z I- �2 V J DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. 0 JOB NO. 34160034 ���� - I r�j §-�--_) I -ox 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 1�1�fz I l I Q - v - ID. Kent O'Donohue, Jr?' . Lic. No. 0406001663 &d k'S -117� �� P E A R C% U) 5- 0- e 0 Q 0. O QIY Cif 0 Z 7 <J 0 J J LU M I ISA v N 1../ U O� I Z? / IC) W Z J 0 LU I_ J OQ U) LU m J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 09-26-2016 z3uhlTrtted Lr hon Vlr mla C-tral Catalog Number: Type: :,Yted V hen Vlr m-Ceneal w Catalog IN Type: Subrntted Li hlG-i Vir Ana-Cknhd CataloaNumber; Type: Su Uirni I brptlad Li a-CGr1y Catalog Number: Type: WPO #1 03-14-2017 ,oz. Job Name: VPU64V6-13514Ki f41UNV1BLCIRAi "allr. Job Name: VPU54NB-13514KfT4fUNVIBLC/RAI SDP/WPO #2 VPU64Na-13514KTF41UNVIBLClRA1 SNS-20-40-11-AB-PCXX-0M19-BC k•14, Job Name: 'A"'. Job Name: LIGHTlNIg Tlmbedand ParkAntri errs XXX T4H Ardipec[ Balser As In LIGHTING rm4esland Park �ar7merits ,�?5 T4H LIGHTING T'rrherland ParkApartmerns ASsoc.. �x T�I••] LIGHTING Trmbeeerid PansRyartmprds Architect: Balzer S Adwc. Ir,c. tichmgndl SG L PD LE slope. , CFSchmond7 • VIRGINIA 't Architect Baker A7ssoc.. Inc. CRfcllmond) VIRGINIA VIRGINIA Notes Architeoc ENelcec & In c. (F�chmlond] N Notes: . . a 4 @y NTRAL1721�i LV NTRAL16211167 gV�IRGINIA '•aHR1 DYC.'i LY. CENTRALl6-21061 n�VIROIHIA V NRr LV. CENTRRI, IF 71 -In - LV• 0 0 VIPER L"" ORDERING INFORMATION G RUk RHG EXAM P-V -951621-b IVI41UN10PCH Ilia-BECUBLCJRAES, -. . - -. Job TTpo � _ SERIES PERFORMANCE DATA h9scumk UPL 64 NES -135 4K Td UNV BLC Nil x%>< � � j LARGE N PER LUM INAIRE - '. 11111111111111111111111 Max Leading Capacities SPECIFICATIONS PROD IICT IMAGE(S) :'I1. - I -se 0116.135 1360[ 3N 30700law DIM ftp -ICN BIT WPC OlsGx 1pxryfe0 . , Anvh.r 6eks Po." e':. sen CaWvg WNght Shag Plate^] lrrlefdfd lose: • W th Reac.n5 ophonad pre- rom.bmng LFII aft 3EiV 2UV INI OIepTt melaelpxtVR11 ® PCR -TL Dho4xall, HM -00 kuceaddshlaH Ilpl11 153[2 "6 0 1 15162 11b 1 0 3 e0 n HNgM 6irage Circe Imp ] go lmpnj anew [neon; Number (Ili.) Slate 9N rildN The Buam NEssr Nminare h evaAeble le taw 16mit•, I h 0 PCH Lirort toil b0 ss dandle W fntaing the lurrieaioel n the prep► pace! bio MM -19D 160A SK 50008 tnutkok 90• LEO aNdy AIWV 4990 M-1� Redox,AcahieY IYNF OA%IMira4 i2 142(+I •. 07 3 D 3 17131 ID'S 3 0 S � pnj DI°' It°f Prejrctien EPA Wt. EPR Wt. EPA W[. Via x Len x H-1; IMWlhe11NNMh ,l uldlmercn[Lad]Aa�lap• aawreeislywtungthe [Ineenddate FCRSC Pal Ter NOT mate/ic bream lextirel 10 11137 103 7 L 3 1$996 107 3 0 3 nein brae. (R) (Ibs) {n-) (Ibs) tWj Us, $N $•10.40.11.AB 10 75 I I 4 C A 7; An Bo 0 75 x 17 x 3 4 00 f 5 00 90A ?C ; 79 A 4,95 1.•s A :I'.: CoriiguMlcnn and ablest dwr ou Fars dengn•d . An ap,lem9 pesane neared mo a on deteetor 9M -M 229W soldN SLG I�mGJ Td 155111 ; 13 2 0 d 151% 11 z 2 0 3 Ile rope[. H10 Ignng up to IOXW nee yr... $hall Pie Any IrtegiAed rdoIhO LEO Ongnne, LPAamew UP BTT oroontAdmed 54 Q25 n,A 734W T4�LC 9040 Gfi 0 0 2 8949 65 0 0 2 SRS. 15.40.11 -AS IS 115 I 1 4 0 S25 9 0. 90 0 75x 17. 3 4 00 f 5 00 172 430 13 1 330 10 8 75i 'IM Sd marBnl moum ng OP60M tp AP PiCkl on sp sill. INegrat@d with He lki mmnect 96716-220 22pg[ 2PF's duel pourer DBT dart, lienees I.1lu ran TI bG I SN 8- 40.11 -AS 20 140 11 4.0 815 0.0.90 0.75.17x3 4AOi5.00 96 No 8.7 167 4S 117 M,a::Told v;r.+y d rgwaeq easeng mseplslyrb yA rtnss w„h t rociang.dar arm LunnBlrag are sllgible 10, mt W WIQ-. IFA a1Ay leen 9M0 ihemolnWivla GYS gray s"li T50M 15511 113 4 0 2 15356 112 4 9 2 - rho M la, 1 - f rs y,d„otaw T2 VIDSa 9W19-280 _'800{ rmrylarl SBrrmf'a TSR 15785 .r5 4 4 d 156P 114 4 0 4 SN$2D•40.7•AD 20 105 2 4.D 825 00.9.9 0.75x17.3 aA0r5.0015A 325 11.0 215 BA 22'-- Wa, res e::"" -I .1,Ih h Ct■ttrmlm. P R er11fd"ese LLD array T]ypa al OPS dark otl6rpne gneddh 15W 16377 Lia 4 4 7 15x17 111 4 D FROM ?1137 it? 2 g 7 703?7 119 2 0 ^ SriS2D5411-AS 20 185 11 5.0 11 10.12 0.75x 17x3 4 00 1 5.08 17.7 443 14l 317 9.4 la N bads, cyr c•. J.:I •. er•�ia Croy the •Cale pCLe vprlpol Cartr,pge sys,em Co. ptlg mefien cs _-:- _...- ..._- .-Cindy - r 'r ecs NWpanglerlpx GUI vlern solo led T4 N aI An LED eng Me, IED wraps, pp ts, gGiGNAI Idol NORM pn Ail BCIV We ,,Ol - 't; ct' ! 631 mel all"I er MIAMI] TOR bpi V. m4anoular T2 18666 105 3 0 4 16093 194 3 0 4 SNS -75 -4411 -AS 25 1 70 11 4.0 8 76 9 0 - 9 u 1) 36x 17. 3 4 0015.08 4.8 17u 2 6' 65 13 18700 lot 3 0 3 18513 103 3 0 ane",laws etpo arm aAWt- :o W u CA of, ay 4:v to s or -"miter"i'""......e, with inlemal brass as ,4h i k.. Al l r ens poo me- dshelx DEr11-70' 1',e:;e'll 111 :1 _LIP75 SNS•I5.40.7•AD Is 745 7 40 875 B0. 9n Di5x 17x3 400!500100 T°n 1417 54 LM, 14 20671 1c4 3 a 4 20365 113 3 0 4 audAalla :Okleeetl !. Hu: 2. ,..I. h, cera or mere'ealeH�lumlrrerea hag, upon alio hltm TRM vol T,4quare ,se mOdinim p'Pd Dip alDrld Ira! 80 700 mV 1AOri' SNS•25.50.11•A@ 75 725 L L so I I I O . 17 n 75x 17. 3 4 00 f 5 00 9 n " • 7 n 7 A? 1445LC 12185 59 I a 3 12041 fif 1 D :. a arae pap. Dpacac :,slam dBbAting motgn be Ilan repa-rn a_on •T ,!ole a neL Ce ated n lc ns•pA/uto - Tral Tum"re Ity Cm DCI ume! I* 1.6 erptgn IIAL i9Ns ape T, fuln duAtle TIM Wt 114 4 D 2 2037, 113 4 V 1 $NS26-%4,AO 25 =E0 7 S.D 11 10. 12 0.7$x 17 x 3 400 7 5.00 13'. 5 73? Pnyumth:nn,n:m 9.1,4 womb a :sneers to ooategle I.C.Ow-, rine 9 "poor FR line! rowdwm T5R 24)M4 116 4 6 4 20737 115 4 0 4 SNS•3P•49.7•A9 30 791 7 S.P $?5 8 0 . 0 0 0.75x 17 x 3 4 A9 r 5.99 0 " E'. will hada.; seal arav,d Bach lndlddval L9? ening n.ex uneo".ne++p+m,nmal Mime, DIMENSIONS 'nxremarneNala opBC SNS•30.30.11-AS 30 7n, 11 50 11 IO. 17 n75x 17x3 40-aii -4-7F7 15W ''0799 ii:1 h D 3 7DDiR 117 5 D :, • M integrated cramp sensor can ba ubkxed fpr l.mlGullcb: dayfgM A Pia es miani ,w•,�hb®moON. RA Nyran Pular aril +orry,lgalmx.lvwnam Imr u.wcoP�yer.Peua.d Amroe..w. w�ye.oaen man SM 23''8' ODsllTD later FRO 2.IM 106 2 0 2 24615 105 2 0 T2 ?.Ion 9A H 0 d S7 3 0 4 $HS•30.30.7•AS 30 3nn 7 5 0 I I 10 . 11 n 75x 17 x 3 4 00 f 5 00 1 n' : : A, n h phis Pr al -LEDdnr.r a W 1MV through 277V, 80 Ha aatiaMn h IYIB pegentA Dl ar■IlCnnl aeMleN p 1 •°fepko,a SELECT 'onw,xJeeaar.-,i,aaiybr-1..Be ma6 SNS-30.60.7•AO 30 520 7 6.D 12.5 11.13 1.38.a 4.75x5.25 t' 37 2:'.- 4069 He QJNNx oradrh5r [hal aCLeats 0471' Ig Y' li nraa[7ulnplm .h.W2T 12L'ler r°.92azfrlIOAO r,Waee,grc mar l.a,�pmka a,. s.rnihw.a PIQ 23r0'BQoElape ]muscle .dle.s•_woll, sae� lek.d Calera Mr,'":soft •,S oee ,voi.. FINISH LrMagla lead r(rtsa done:, �.ey l.a Rutr t,r meals Atu�,rmei T4- Iw;a, l rrn[srr:rr:rn,tanl.t 11L af411 da1skdi •nm%Yby.e.p dy4 nvnamal[maprr .5a wr[rarrpmcavmap,i. eT Lonaul: m.c ,.e0sieler more T3 2194( 93 3 0 -0 21.7'w 91 3 9 4 ?. T4 354 103 3 0 4 24028 102 3 0 5 $0 80 675 err, 235W $NS•95.50.7.A6 35 449 7 5.0 11 10. 12 O 75x 17 x 3 400' 5.99 D , I s 61 -_ - " 9N$•95.80.7 -AB 95 540 7 8.0 12.5 11 - 13 1 x 38 x 4 4.75 r 5.75 1. s .1 u 7.8 190 4.7 vJ. aA, rinY mal mpmppnents are rated WX0 V W9mng vMlpns cur no rmomal arm. ,Pasta[ Meewd 6,16N Carol, I,tW''/ r dr i;,,U:a L,iDPL RNs rend adapter �•dllyor i.klt eaarig b.d ed rediae P'1k psapl I44JLC I:o» ti2 I D 3 1946! 62 1 D T50M '.t1 x. gR a 8 7 Ta97s 97 4 0 noun d lul had s,d 2a'C anbiaN eeMigna iMgn- indmoll arm mounting ava16tah per MIL. 217FNDIpe2. T5R 2:'75 105 5 a S 24541 104 5 0 q 8Ng99-B-71LB 39 605 7 8.0 12.5 11 -13 1 x38,;4 4.1515.75 1.2 180 3.0 75 - PHDTOMETRICS M a% ming lgaddaam Wood r m, •oimm�9 d drare,eslaAd rPudh . Product o tutibl.brappin9nms agr,rlg tenfrectgn: for ecConew orrmng equKrrlam 30hong RNMc,I;XI T5w " 17= 103 5 0 3 23911 107 5 0 3 M Mesnlbpdby "Womtrotina tbt A B C D 1.highl: EPA ,rp,. HV11 22::4 Ili 2 P 2 25199 112 2 0 Polo Sun •PPmponem[¢o-tomponem[ vg rannm ins piige rr•9 28.12" 24-18• 14.25" 4.13" 25.0 ba 1.41[7 ryml ry-1 a %Ifl,°'tlm N nFrNI,2nQ lee T2 22555 1 DI 3 0 4 22438 100 3 0 a gra ganga 40.1106.1 or 7 go ago (0.1783.7,is assail. each sect on shall Tha oda shall he a Dire session deli 4ahncamd from standard 11 ,curare m ar No mom than 8096 m °y y - Bxsoce V polymer pa,moucea elscin,- 79m 425m- 005mm 05mm 11.31;0 F4tad 1060 and n IH'I 04 Dy VL ror use 8t ntic' apPaad and th r mge❑md 6 f ^3d 1 h I [ •W BORAC at 90eC 4rngher. y 1.-L�Be1s3sOLaPli w' 1e� tN4aP7a17 '� m TPl-4aNF�]mF1dr em w a Go. 0 E. 7<• q,tr ar W, la w s e' sa F IT, T3 "27-00 700 3 0 d 72218 09 3 0 a T4 24565 110 3 0 S 24438 109 3 0 5 98 709 rrA 22018 be lebnpatod frv. h,gh syongth qrr alloy wtoN conrpmamg to A$TM ASoo,$Mdo D. rrth mn,mum reld 5"rigtn of d$.DOD psi. E-11 pde win naw a Ai416 h len Rud, n•]I rola and +rill bo squaw in Cross-36CMon ^9t 9 Baso PldO . Enaraavunlsn eensAazs 0l aero:[ago .P ire listed by DLTor we p,eln.1mvraregmol with a p0,mor pimp, MOU NTIHB OPT IB NS _ so or so g r44dLC 149101 fit I D 3 14034 66 1 D :. The baso plate is fabricated from a s,ruaural quality hot rolled earhon areal plate that meats w -wade ASTM A-36 wph a mi rimum Hold of ybo,sgih o136.DOD ps, r res base plple torereVoi, the pole shaft and o *r mferom6as..*ad@d rip and basun. Tho rise plate A em VAC, 130 or rotor. 13A faing realer and top ended We athwmesN W T50M 7413M ,10 a a T T4a3A 109 4 0 hr :4olrod bon holes apples to PAnlery4AW sets Dmy super TGIC polyastc, p"or Cia 1W �}m� nF n- pW� C_��> 5 5�'� T5R 25133 112 a 24882 111 5 0 Hared holoMi.h. 1 1W nlAfl l09 5 0 3 ?4108 1 OB 5 g A re iMprWp hand Adm, hw,nq a nominal W x 5- opening, ri,l ho installed 1B' abWe Cho 1-ge Pla,a pn all pde{ Ahand hole pW er Electrical: .erg man ma6[s ladrwlA4o1.7 a _ __ - " FRT1 29639 800 3 a 2 29541 1 Du 3 P 2 and att edinng herM,are ,a Induced v lth aaeh hum hefa asaam ey. A ground lug will be welded ether en Me nand hole same or em the ima do of rho polo oppo5i. Cho hand hole depending pn Cme design -Rspuie alachial ham partmaml shy contain W p.rr.rmanc-rPenlicaapny.Ttrlh he Nass LED defer Components aro snarl oe prone" Ming A9DOD h0. sal Cora, last for Toronto" T2 27369 90 0 0 S 270% 97 4 0 5 Arid, rr eon; Anon fabdealed from Piot bar Chat moors minimum wish apuah-bWem Let meet block lO w"'u6A rBeW""'e 384 retiirt5 ralinq or /Y8 will petition x t3 26336 93 3 0 d 26013 92 3 0 4 O<boas aro o eommefcial gwlky M1164 arbor, steak or Awo4449 yield elr4nglh or 55,000 anger bale to 1 design W 1 he Max!nut: 2 r ponptamneurns. bcs or adhAAlom per A37M bleu aryt rests •TAB rods!') k degNJm0010r an OMbeal r�.n Raleca Impaels or up to 160 neh•pearoL !-` d ,�. - 11v • T,,.Y 9q,aw 11•dha T1M71 Anal Red Alb tai YR1A6Yp ry Fp m 98 875 [M 269 W T4 291?R 502 H 0 5 7AA:fJ 103 3 0 5 are snxef aeeerch era and are mei with alramxad ane . Psl. n9 P°• T• 9 Y 9 ni""d fbC wasMpe-^, Anenor ball!: ^,hall bo grlraniz/P a minimum of A' on Ci'a IN►.atletl end in aepYdana a.irn ASTM 0.153 AraPhhoe bolts will ship with the pales unle ase od- 91- specified. L t• L,aya +x twct-IOCkphalp Can0alrocaptapl6 1_0_� DaahnDlddplhr,a' The Umhsre eras! ism NRTL cMtnaa [o LL 1t79¢ � • ummng sdnoduses, ci agnasneg, sled omit and 8700 eland daft f0, al n.wt bC mom-= atlranned era a OptlOmafy ifAgblA p. ,ALSICNe2d051:Ta ea ThL'Sum" 1""n"a 'A1-OY k1do-E a- in m ,v Ar s A, ap.c. +r W dr M t M q x ,� W : a T4-BLC 17514 65 1 0 4 17309 O5 1 0 4 T50kt 28669 103 5 a 3 28601 102 5 0 3 TSR 29180 105 5 d 5 T669$ 104 5 0 5 fiV 29010 102 5 0 d 28120 101 5 0 4 Pdo Top era poi. av,a be srd.amll•d wrth a removable pole cap or her• a 7.7rt 0. D. x 4- tenon rap IotMer saes-hribl.). VA,lding All.xelas shell b• oI the reqh est qualty Md peeumed by Amohan vva1Q, me Sopety oor5fed-old" con,umrng Io the heli wry... Amedan Welding Soeiery AYxty' Dt 1 L �i Ihmlgh 68dam.._n light" wird iyrrem.air 'Leen Mw w fun ekAamtk kite errLerl n rxed.ranak MENAW nw Pik bwr#ed ble. pr ssavr Nib-C,niaaAw s.-.'.r-bnw.r..,dM,n•,ahndf.d-.v.. -.I.W.pp>.la.. OIMe 3yeo�icnion • Frppn a acarid ward tl htl laerr4ntr 7a iia- 1 r �" rax f ELECT R CIIL DATA PR0.IECTED LUMEN MAIN i9IANCE F $n mo,X,°ng braced!: fumi.hed idNxinc racrorywir'led. A Y tile9rale[I [o the IjCal Focalue.lot aA 1�7'Cen utnln llm:twlum :, 6 Yl•^r ImAad poise, and plaawm+s are wbn awning of eisherred o primer•, powder macro hp¢dp IO A$T AA ibl2D. M,scNlaneous ho"i-an W to ASTM' a-tAnar brash a•Drdabla samba arm aggo""" re['an one vrelraMy. eeaean lit] kmor- Psih LED arae,: ,•lures 6 ar Im,ed wamny tevrng •, or galearhrzod -11 gWan,ied .153. eWS,rge acv aw a' awe by roqull aneslnlunirnes ye >" • Rprtnry hmud mnl l lm, clack the LED 4m&/,.,LEI) LEI) duets are to" kod by d3 q yverlsmddw Wty ' . ser i�nnlaewd wmba9 CgM,d b, rmn+,um s ri'pkey antl re1oflIIY ONe 2-W AF'.abk 1[nudda ti 25X17°D 1.00 0.91 O.BE 054 Ore W 1 h:y 1.!E '"*IMF6NTIa-21-11 D elate AmVr-MfepWNxna ere sudyaetbee,Vsr. Pie..ewns'dreeeo,yp-icl n'tree , AB=ANCHOR BOLTS - h,,I _,IA ion cos: not roy o n dtdiC4W ii mJa Nrr Cud, w _Lea ul recess 1111x1: ullh n:ngk fG,rtpl Gee eeapmnetl min"pig (Al � Cat llh n..1.11nr en xn,m Vi fl e.ecn nen, p DRILL PATTERN EPA a s.gg6,Ma=1113 d„• media 1.-I -tl� a'� t 1• 'J�120- '-s LLh .6seem, tksA_d dI p njursi , _-, as Ik dee -I.,a an6eiL Naafi o, Ippm bed a lmlmple Mr l mlA ONmrn 60 2 760 IN PC XX = PAINTED TO MATCH _ LUMINAIRE FINISH - Anchor Bolt KJ V 1IMI9= DRILLED FOR SINGLE LUMINAIRE � �,r� ,a EWB Circle t_, �' , dST<YxH Brra Yc» an 21.W ap an Fna 3Y I 64>C-.•_• j { :[®oras•.. '_ I 7693 :, ceettectectectecLJIh°K1J aegD ?g a a0 1 azo Ped 0° f 1.92 CAC �F 1.01 6C =EASE COVER 1491 dD1 �- ' .,..., CERT IFICATIONS,'USTIN93 reagiupula I i1'"e OwPdi 20'C L:1'1- 1.00 .P] L 25•C 11"F 1.00 lB } 7M aa7 zm M6444: � Slotted •[ t? Holes Poles should be men Wed frequently _ -� -'.-•. _ Tar.! Mham omit Vhbf"ren, trhl eh sF's K[yl /}`�' , 0.e a-.._ 11 8 ea-vgr L1r""0 2e1917 ?C 4rID 9Y ?5 �fAwpoe IJw une lees. bdekm. plmdm line. .pmxa. gc.meehumpo .warm _•�- '• -- w ry,,,,, structural Fatigue. Consult Ease Plata BBSB i1B[elI fumry for a damping device that can K `�L/8�1� Aa Aeaa,praram 777���� &3F VVV ���@..�....7744�f[�V !b t 677 pa0 i�l DW°t -, aYA. help the dr•ctl ur N baatkpn. p minimise 9eacdn Products • Nut 58th kdmue Grzla East Braden[aP R 34203 • Phos 800-345-4928 • FU.MBG11 • DM le anreeelnuei rinN b mpnrd ate ped,¢k,gnduetW..kcekmaereau .dbcL.K. &.,t edea uYMeYip EiaaonProddus • 2941 5Btl1 Arerue RrdeEast Braden; on. FL 34293 • Phule BDO.345 4528 NL ELL IiB2Cpn products • 2041 591nAVBnfle LlrCre kazl EOadBlltm, k! 34203 •Praxis: 666345.4020 �1I�7!l1�� F{ySpLL hu.mouimmraedwnnGnimpmpmondmis.0mdc%o]hra ss.sugrdnehaflpr.6nOu3imici. ®e Lino" eons XCde PAOueL'f&.0 RglkAssned- A...aEhmfis.wAwr.ei•M:h�m 4a. .hpni.dr •AirWkLfal ^.PCC IHCurawK. - -••x .•- •° �.•��. 62M6 OWNPGGOXI=y Al lob, barK4• In isarrivmeue,won.elver raw cnu^tcbcun • Partmust Iresr�,r:s N.b. r matin xd:scrt,i. mi mrc our pnd,tct. o lduct:mecirdiou en su bunt 6 eMnp@wEbut 2.. �lykdiW Llai Phone: (866)474-7200 • Fax: (817)924-7949 14 An-cif. LAO Pt Mange pd86 aBYICprppLC1-.411p,k rexakd•In rmelMnVa.xiAeurelIDR:ww xx.ienlctrxe„apk\, nlyA ,°,gJ�1f1EjjjlE!j �gyepe91 Mhtb any prbOndlMs publohon weh.dn0cx,-�. [0 Phmow prod,d.f knp,mrrrmm and allow fr. rm,eml alai 2wity Sutrrr[ted lighting air inia-Genual Cat�og Nu1T16er. Type: --rnlrrted Lr Iron[ VIr Inla [�nhal CatalogNumber: Type: _�DIrnted LI nen VirgInla f,Pnhdl Catal o a N umber-. Type: S-bmittea4 a hone 'A imi@-Cemtral Catalog Number: Type: le"" Job Name: k.w� Job Name: VPU64N B- 13514KITNUN VI RAIX}0{ haarr, Job Name: VPU64N8-13514K/T41UN 11/RAIXXX h.a9, Job Name: VPU64N 8- 13514K1T4/UN VI RAIM SN&20-40-11-AB-PCXX-DM29-BC 1JGHTING FlrhedaM Perk Apartmerns T4-2 L lT ►y LIGHTING TIrsibi-riwaf Park ACI nnerrts Td•P �L L ,I LIGHTING Ti ritaul:t rill Park Afr Irrierns Td•F-� L LIGHTING Timborland Park Ppalknerts L POLE VIRGINIA Archil�t 6alrer& Assoc.. Inc.(Rchlmond] I, VIRGINIA Archi0ct f�alcer&Assoc.. Inc.(PodmloM] N VIRGINIA Architect 6Wrer&AssecAnc [Fldchmmnmt N VIRGINIA ArcnilGCt: $pliar AssdC,lne [Ridampld] Ndes- �vr•yu i[ ^� ,it cs 'e4tWa LV-CENTRALi6-11161'aru li, otos LY-CEM'RAL16-11467• �„ LY •CEMRRAL1621481 J VIPER L coLN C)BEi 11 O RD ERI NO INFORMAT IO N ORULRNG EXAMPLE VPlm6m-2m6uT 4MNWPCH TLISF2fG EN7alp LraRA16B1 ' ■ ■ - • ■ ► • • - . J Joe ryw }iPL G4 NB -936 4K T4 UNV xxx SERIES %•Hht'rnk PERFORMANCE DATA LARGE VIPER LUMINNRE ��am " Ma' (.-ding Capra c itiat SPECIFICATIONS PRODUCT IMAGE15j PPL rWi� 6416-1ffi 195H' 3N 3000H DIN 12m-12711 BIT iaecblark Inline, g . , .r P1Is vasa 13. It Ancner sales Ca[aleg WNghit Shag Plan :int -Wih Beemnl .pienN essmmirrtennp In1leured lax: p - IE,' I. PCR-TL!hats.!". H561J0 haissadealimId n�N dil,r geR ilBltt Acme 7la..md hill 113[',.' :'6 2 D 1 1SItx' 118 :' 0 00 h 90 h 100 HNgm (Tram. circle (rap } {rap ] Imp Numd.r pe s] 51x• ...Ion Clem Dia. Ten 13nugrl hoer Nmimme a avnlaL•le III NA sarrlco. i hg igld BIM sera be ds sknO 0.z nitON me 7umnue. n the Proper beat.[. M -1Ml is" p( WOK I)F"kdf 90" Lgp @r,ay 4071! sew IlM4M bound ads Shield WE ukeale4una L 141(4 104 3 D 3 14131 103 3 0 S �} (Int 0n) Pr.]aefi.n EPR Y2t. EPA Wt. EPA TVl. die x Len . He eft m In i m ac {ft-] obs) (n1) (lbs) CIA) Ube) Ices wlh av v dm" N anvmnl I_U1 W4LgA and Woo ly String ins line and dais PCR.9C Imkaell- 180" MIT miftls bronvi Ierklrcd T3 141$7 103 3 0 3 13998 102 3 0 :i •- 8N31D-a 0.11.09 1G �o ii _� 625 8.D-90 d.75x 17x3 ;:0'SC: 's76 765 236 535 183 472 coMlguralim and orfticndhte LadlnrG casgned • Rn rom, puss, mvem, moaond aleclpr .p �-� 2 rW alpmg 8LC 1 :kl M amid' w D T4 15511 113 2 a d 15356 112 2 0 3 1.re IIIDI hen 0IIX NMl1.r lil•5 H 9 "ms.iiiiiiiiiiiiiiiiiii Col g Pup snalleo,u IfiB rlrBd n101h@LETJ LLDameT °-eA BIT tfMih lmrturetl $4 825 mut 136F4 T4-0LC 9040 Gfi 0 0 2 9949 fiS 0 0 2 $N$.lSAO-ll•AD 15 115 11 40 8.25 8.0.94 D-75xI7x3=:0';C: 172 430 13.2 330 10.0 250 slewedrceremmouNrtgCaporsforVplCatiin aidlulylNegtated,wnPieea..pnnrx gp6-zw VOILA 2PPIdual ar T1 yId P rNi (Alk hmnnr bcINM $NS70-C0.1t•A8 7p 1an tis 4p 875 60.90 OTSu tix3 anufsuu v6 2a0 87 187 a5 n7 In a..m W , or naw and 00.9 Im,a�tnn, wills" epmbol recta Ia arm Lumhalrea am l lBAbtefa-ti...t.n.. LFDnIIM lead 11 ONO Wgeolnici Nmh an Prey Sllvh T50M 15311 113 d 0 2 153513 12 d 0 2 i5N 15795 115 4 4 4 15021 114 -0 D -0 •rne1B6[ur0 anglb@vnralNsly BpNstebaa gg� � � T2 yrpA eo6ow�m1e SN5:20.40.7-A.8 20 185 I 40 8.25 6.0.90 0-75x17x3 400f500 I5.O 375 11.0 275 90 775 wbrcev.ettodmnaedandhigh,brghte"I ra.Mctm' DM dark pbtinlxn&mouth LLParraf T3 Lcpe 111 TSW 1537, lig 4 0 2 15217 111 4 0 2 F(T1 3113? 117 2 0 2 20322 113 2 d 2 SNS20.30.11 A6 10 85 50 0.12 D 73 x 17x 3 4 On 1 s 00 17 7 doll 11 7 317 Sir 233 India. Pytn d rnlnn, time pornd s whim lav .One age EOfe slug NMgOntlNOclpn IS Attrrp, .and sani8irty ocs appup9ng Se rap 9xr area. !exist 60 N I polus rat e'w razv syr[em d an am,ngme•1 P13 gmpt, space, 910* W.6 T4 BCIi eeaolnicV SD° ] II3T me[allcslYerierlu ed 12 186130 105 3 0 4 1009 1 D4 3 0 i SNS23.40.11d16 IS 171] 11 40 $ I$ 60-90 0 73 a,17- 3 4 nn 15 nn 4e 120 2$ 85 10 I5 T3 18700 104 3 a 3 16513 103 3 0 3 may M starters .tool L+exN. . Altmneae aP wripp.d m deo be ,at • Cgdrdgp G Igh togplldr wih YtamAl bi0ga as a'mAslar• to rond101y dr'u0 one TM Voc V.mDargular pop maim nmm�ng TSN-7G'ellnpra ell! nlx[xlle [Igegr 1pxgpp 4ethabr sN3.25AO.7.A6 25 245 7 40 8.25 8.0.90 075x 17x3 4.0015.0610E 270 7.7 19x2 54 835 14 265(1 119 3 D A 20365 113 3 D -0 a,arKlgn snldelm 1n Imeoaam Wthat r Can a morn "saGckte lumWair a high opom slipimcr i5W typg y�I,d,p midism OW eM -10 roh 00 700 rM ISM T44UC 11168 89 1 0 3 1 T040 e7 1 0 3 sw, 5.50.11•AO 25 225 11 3 0 11 10. 12 0 75 x 17 x 3 4 00 f 5.00 0.0 245 6.3 157 3.7 82 be Farm repast] ds a Ona 010" OVUCW syrhM delicunPmatrn. . Tua• parr, s IV- aro nimog-oluar •rhe lalInCC y . Mtplmi melba TBW QIpA V. roundwTed NAL 150M 20571 114 a 6 2 20365 113 4 0 2 `7N985.59.1•Ala 25 JBD I 50 11 19.12 07521'1x3 4 00 f 5.011 16.5 462 13.33337 95 732 pa urelhem. roan gash enures a samsore tp atratBgic tocai,,,, vin 4ateims' man waaLh-A a.a a11awl rd.11:airitr BLED xl ng n "ea union 4N can maim, lafartcy DIMENSIONS FR moil run auto iii TSR 78944 lid 4 0 4 ?0733 T5W '0709 ii:1 h D 3 7DDip3 115 d 0 d 117 5 D 3 5NS3040-7-AB JU 191 7 5.0 8.25 8.17 - 90 0.75 x 17x 3 4 00 f 6.00 8.7 187 9.4 110 26 85 • lar i . ,dtvd pawn sullo can be u[ifmd for LL�o1ek.: ea,aym narr�brsg by nnnnng mdbn � " Atha •.0=d",*W;!`nS opie Rk rtdrnngeler arm lMT'OlebAs ° 'po9prq,st)pgnp�npte ria O'.'.rdMp,greryniiseamamldvm iarya,m11nmen SF223fE'00 sID fRter •T.mkary SNS30.30.11.A6 30 x05 11 50 11 10-12 0 73 x 17a3 -0 0015 00 47 117 7 O 5n •• FSO2 0-686 706 2 0 2 nKI9 105 2 0 2 T2 p3070 AA H 9 d 728:6 97 3 0 4 . SNS -30 -410 -7 -As 30 700 7 30 11 10.12 073'17x3 400!5001^- ' .q 97 •Ir-. •I,ivp ateiV15 ip0ytr ough2ny'50 RL presencemou�lmramwer 'e ra.a b.sntawr l.,[uN [aloe cw m.wra. SELECT $N$30.80.7.AD 30 In 7 BA 12.5 11.13 1x38x4 4.75N5.25 �� ')3 ?25 - light �' I cWHU),arackmr Ztacumt,347Y e9 n D .. .'lul ,. rl a 92 at pull toad intoumbolDrc neem a to,d, tee,sk oar.. PIQ 2yE'4d]Ilalade smuesle .,d M1lhnavaaasB�pktkedm•Nd woeek.n.rmrwb..r. FINISH amweptlaeagrnlmegrcmreq,t.NnrnemtalenftrTO kTiL rwlnr ry,r.i.nrn,h.nn,><pN,pi ff�I �iw 'ons"Prpepy4Ntieaaem-meaa.e. a..rel- sond.ep,.cov oar U,a,h PlCaamsva in,noredea�n 13 2191( 93 3 0 4 2111 91 3 0 4 T4 24aW 103 3 0 4 24028 102 3 0 5 130 175 m1A 235W $N$•95.50.7.A6 35 440 7 5A 11 10.12 0.75x 17x3 4.0015.00 5.9 1x7 25 E2 .. . -err"- c ompanens era fdtpd y KouD . asounrnng ophoms to monitonp Arne aAeta p _ J�= Isel 9, IANC drib MW-amrTrWy lw...'vQnL PIA rNnd Poe s hAptef rig 5i ClAce aadw Wed �Oseh, I444LC 14633 fit I a 3 1946( 62 1 D 3 3N5.95.80.7•A8 35 549 I BA 12.5 11 • 13 1 x 96x4 4.75!5.75 ]7.4 310 7.8 190 47 1v5 ncrl: y lel Nal and 26°C omtiPm temdi orae Inion Dr bap lmgl aam,Tgdrgng 4"Ijbia. PerMIL-217F Nouse 2 Mounting be,&-. reladect rm,g T5011 2$1 SR AA c a T 72985 97 4 0 7 T5R Nm ' - 5 a S 24541 1 ad 5 0 5 5NS99-80-7,A8 39 CD5 7 8A 12.5 11 - 13 1 x 98 x 4 4.75 f 5.75 7.2 180 3A 75 - - PROTOMETRICS .C_N.rYsre are stances vin - P,edud h sulobso for apW[dtWM ragrirng MW 74175 h 0 3 739:11 107 5 0 3 H 'Com@dpns br edam at d haring.q,,n.L yea l eseng prasadaed by Ah451013831 0 C 0 11lelght: EPA HV11 Lr3SB 2 P 2 25199 112 2 9 2 Pole Si H wagole coo-'equsl •,7om Pc Nom-to-com CIO mem A.Tn v m leg prysp. 9 29.12" 24.19" 74.25" 413" 25-V lbs 9.41P TMI rrMl ripe 1Ym xk.nellue m�aFNyatpSpn nHr16x}as0ePl7 N.�esheaepbxTa aR-aiN Faeaac-tee T2 22665 3 a 4 22438 100 3 0 4 Th. pole shall br A one section design fabricated Pan standard 11 Pau (0.1156 -)ler 7 gauge 60-1799.5 steel. Each secaon .help luremae may Wry m mese ban ao15 of - eaxole V Pully lBr p.wdAr-C pat 5lecka- raw lose ars Is luted by OL lefue6'I olBeay applied am rhdrn CN-" �'� meg (425 mm) (105" [1061ma} (11.3 IQ) C OrrN .r oI r,0'O or hg For • (eedcvty vbn,sn cahslsts vT aria st�v • r' .: I ' ;c �,Ied by DL for we padlmy,rpnt legman vAh a Po ar 1WF I 9'T" .t MODNTINB OPTIONS . .:. 'n410L. 13A t1a' Ira as• °C ie .' s s,. a 6 q lap Ba w s aF !0 is an. a' ,p w s ss � � m ar � _° ... T3 77440 3 0 d 22218 99 3 0 d T4 241145 3 a S 044 109 3 0 S 98 709 rd 240 W FA 1413M h'.' I a 3 14934 fi6 1 0 3 T5011 7, BRS 110 A a T 2de38 109 4 0 7 6e faUhpted kora h,<gh spyngth lore Ploy steel anform, rap toASTMA Dred. D..w,p+mn,mum read swngtn of d$.ODD pe'. each polo rat Iraw a Iu1H16ngrn longeudn, rale end .it b4 ,gwn:+eroa•secegn Baso Plata The hate plats is fabricated from a s,ructural quality hat rolled carbon staid plate that mien or..,reds ASTM .A -SS with ami rimum y y,akd /Wnglh x138.000 per. TM bas. Malo 9alescapa/4Ma Pole shgR and ,s Pnataa lerynp N.xNatl Loy and bodom. The base plate rain A sealer eM Cep coated xiLh alM1amae.N ae m e1 n' _ po has 9oioad bolt odes '••... :. r--..•-r.A"7,beony suthrl Or Qeh,aeler PowOe, Coat Ir IA. I as - T5R 25133 112 5 o 5 24882 111 5 0 5 Hand Holo 611h t ear f - I T5W XMIS lag 5 0 3 ?4108 Ion 5 0 3 A minroeced nand hole, nwing a red mina, 3' . 5' opening. w; l be i"Call" IW abo.4 me baM plate pn all pd W Ahand hold cuter Electrical: • rho lydsh redly a the AA.MA 608.2 - J m y` -.t -- FP/T1 29639 800 3 9 2 29541 i05 3 0 2 am attatlarg M.1=1ncluded ""each hand vele assembly. Aground lug we bo weltlad eth•r.n Iha Mane hal. Tam. er em n.1:1 the this hand holo doponding rho cosi • FlAure ele d11 cal eaenpartreot ehml CGfM1tal all Vale nota speriregonr cph ncbees h r4y r a [ompamom[s aril shat ba povtl11d Daeea,g a SDOD De Sal ape TD - o ° ?7389 90 0 S 270% 97 4 0 5 rho of a§e gra An lora, Bolts bolt f from hoc idled bar that mrert minimum will us , 0,a will apush-0rtlun Ierninal duck IOr AG dargdl Weallanper anoASTM 6a a and Or or WB yhlk BrsclaT lass d ayMslonpsr 857M 9622 acid asb,a .� T3 75336 02 3 0 4 78073 It 3 0 4 arra croon sisal or e,duedt adald lrryngln OF a commercial qua th e Oolta o 55,008 psi Anchor born door sized acmwirag t0 ead+pole design and aro heti shed with 2 owanimod heavy Mese null and 2 gawa• 55000 pate, ennr.ar:l ens sun6cBaepUtd 01 rp l0 180 non ours. - •Tho huualry n dvslgsxxl roe an pplbna T-pn 'P race. Tr Y Ida Tyxr b«mor narau t1e p �wm w-L-viN paosATw n`lral v ^.�h M 2M12M 102 3 0 u 2:637 103 3 0 5 96 675 mA 280 W T4•DLC 17384 65 1 6 4 17389 fi5 1 0 4 nixed fol was Mars. Aneher bolN shall t o galw=i i mnnnmum eft- en tM• thrwded end m aemrdana wneMASTM w 153. Aaanler °ars .ill ship p etch the poles ude ss otherwise spiNrird I+e+a• lulq nmk phen CDnpDl epeOptar$ , Lwwkor h Cmlmlte0plf.ewe Tho kJOC a steal ole NArL witoo le UL 169e 1 ry ^, ng a rrcfubt, elagegahk<, aria ewer and 9760 alaedada ter ore h uel b<alen. RV 11h14e62aD94T3 rP u'J6aB ar. T9P9 m m �. s a a- s ,c - IJ II x� G.XT TSW 78809 10:1 7 D 3 76601 197 5 D 3 5 5 5 T5R 29188 198 6 28893 104 0 5 TlV r90f ❑ 802 5 0 d ?n720 101 5 0 d Pole Toy Each 0016+.+11 b. side[Mil ad -Oh a removable pate cap u tear. a 2.319' O O ,d a• Lenon pop (other sixes avalleble) lot' fJlrelda .hall be of [he higghest Quali[y arta perfvrm.d bylVnenean WYIdinP Svde[y ewtiried w.lden evnrwmir� tv the Irtrr[ rers,or G -ad .otumi ,@ 4p4n.Wq aoWW dIR g• � OFe ! A •L•men oI the Arnerhan Veeldra9 SOMCy ape prKn,on AK$ 01.1. G . n lea..Moo Igniting cc system. . COnx ;ILA! mplW.lkk.l prrbrarA n.nada.ke xal lmalA VF7P0&Deh ncarlk,ed bh.pnchukaWE m,pl rr orydrirw...rnenrd-.hxew imrrchl.a eppF W. - -,1� xlwyeebsnfed poem Is I.gN2y +N 1f4• Faeacon IJminaMs lecture ad IlmilAd ELECTRICAL DATA PROJECTED LUMEN MRIX i@7ANCE LUNEp.rMIUN TEMANC Fi xeh All poi k. mwrnr+g braekect and Paoli*-$ aN Ium,lhed with a co;pd Pi?of o,IMr rad pis, de/z,m pemir, f*ctOry�pa,rn►d. pv.dir Coated le bH he ICA L® mpddA, for a, pas aTordabler.holan Wth uB relum on edema!, O on LED lunnaio, Mb 1E 'F In,gelnipnt Ierrr.. sig nasi Amis Nature a b year im[ed yar,Any 0aOrng I- !I. LED e,r,> LED,, iw.. sen we J L7 a6 • $wI9ry&W liod real I:- --.� � yesrlmpol.arramy ,m,kl war r..ee•- DI lot mty,YnrMm •-11 siipkly aAi r, ,! I I Ph1 23 A*a.bk Wedse :: �.f DRILL PATTERN EFDT . . .01 2TC177°C 1.00 0.91 0 -BE 0.53 O r7 >143.OVV W t h:s t.n Bq w Mr6NATf_610 mrtr .Ine.m tkmiap,hkd m,r,rn... pyae,riw Aa lb taw rpQl:a47rc or hoPdiy g2Aniaad m ASTM Art d3. Misch lane... hardware Trill hr la.- m ASTM A-153. dtonor fno evnin I- ■r by ryquasi. ga Paan alai Ndee A6=ANCHOR O[DLTS Pa suayper nae �ae�yprcr An-Y,erbWr Kaes are b aria Hfease emrsslM b exyns0vefw.m PC XX = PAINTED TO MATC>-: • Inita191bn d•:r 'rdi ated nardwr° •„r,' , - .. ,,r:rss5 Parrts. - •, - - ..win tors eeaemr,gp, �c .ee•ps sy9•o❑ . `1-•'fa'tl'•'t'. EE� ^_______�i.� LL: SDI n _ e nLama[8. , raw, n:4•bng 4a11n�Qu�i ren pepp vete ?SP 1 A3d' 140' 29 an6nC ga4 o, Ippm IoaaLmaepq Prrl LBallfl-0)09 p T 700 1M LUMINAIRE FINISH Anchor B It -- •''� Rmlt Clrcie pM29 = DRILLED FOR TVYO LUMINAIRES % I AT 90 DEGREES 4F7 2.3 rQQ MFHar a1C65H¢° ' • 1 2890 Solo 9D' 29 10 1 9'c5 7 P35 1.01 ,0•C 5A"F 1.01 WldDl 6C =BASE COVER ` CEiUIFICATION SILISTINGS Bealargala 20'C L:1'1- 1.00 yrs un 25•C II"F 1.00 ye-. Slotted LU. Hd05 Pdas should by mvni[wed frequently_-- 1- �YmoiAwl L ip�l /�� a I [ DI j 1 $ .�7G :+fe ss;'n' [�V �,PC:9i WPM �® 2 Pr 19'0 ^ I; 41BW 2.9 �0e'Pde t 769 �r >]n pb IlseuesekeescsdekmrreplmAekne. mpm xxerp..moe uampen asrm --` _f ••_yTerslg,.dnarm °ale xor'xlen, wTlen -- '-'- wry cws. stru.tural fadgua. Ceneph Ba59 Pl aIle Be 5B OBTflII fattery far a damping dwin alar cam F _.....w �J g1%A.aarg,l. am Z Lis 1 matt I2-,a2'A. In i I'M p hal 1 1 tli. dr t. or vibration. P min m a. Reran Roducu • 2041 `.kaDl Avenue C3rcleEasl Bradenm FL 34203 • Ph". 800-345-4928 0. • HNYBGLL w,hneNeennMa.eM6bm mkaeu, ,ar .gr ePlre,m.a.aP welh:h e'mtrPd.rb.. u ni � A p•>d , Iter aP Ntvt d 6 M �y Eoawn Pmdllds• 2941 �Illi4elwa CirdaCest &adeMon. FL 34203 • Ftnnb 800.345.4928 • Nllor r Iieac9n stdducla • 2041 591h AYPaiR CllCfe Laz1 Laademm, F! 34203 • Praxis: 040345.4020 E{l � e - f' 7 DueroprlcondinepWesnimpnrapAproduMOmderlspnificaDtoAwsobydnMbldrxinfeunto ® L.ISMe- T�/71--r amid MONCON MOKIS,, AaeBlt lba, d- F. ns. kMWnn,AAaarwWk wed Ewo..,a, ,dew. • %Mk LGt SPCC TMC , .�sr•omblibowFKMTSSNIRp4Rxnm•/ornMea4n.,pvoton.[nr:rawrob c.rPitIcnc.m•MidMust1Y.,9PD:ifC ��r * Due map,cpntinxd:rcrt,i mine our poduot,D.dWt:.irdio,;ow-bixtla4MApeamtbVteotita. �eLlynr,y cdi�':!!. p 2DI&Defoe! NppLlT All leek pearl• Wane lMn texnhrM a Blti, S,9W - '- Phone: (866)474-7290 • Fax: (817)924-7049 ,14 A,rentan ble,'dd ,e4.pds ane ngM lO tl,anga.nr po,LOn d lh,9 P'r6l,pbpe aihpel nphpe ,a Order - ot,swi o-ralle:ww cto- Fuel to Prune° pne•rt np,nrnmml ane atm. I. real -,u: era hh.l,l, :.utrrr[ted Li to Vir inia-Central CatalGg NUfTlbei: Type: aubrlTlt6d Li In Virginia -Ce catalog Numher Type1 :0mitcd G,' Lichll -I Vir irlia-Cenrcal CaialOij Number: Type: a+w, Jab Name: TRV- D160N13-13814K/UNVIXXX ""'tr v aTtLe: TRV-❑/OONB-136/4KJUNV/XXX -, Job Name: T RV- DA30N 13- 1 3614 K/UN VIXXX LIGHTING Timberlsnd Park Apartments W4 LIGHTING Irre7erloedPark Apartments W4 LIGNTING Timberiand Flank ApaltmBaCS W4 VIRa1NIA Architect $alter &Assoc., Inc. (Rachrn6nd) Nut- VIRGINIA ilea 8a11er&Assoc..Inc. (FaCfimond) 1JotCg VIRGINIA Architect Balzer &Assoc., Inc. (rdchmand] Notes +RraEv1 LY.Oe MdiAL1671�1 Ra Wrf�` LY•CE1dT1iAL16-2116 ° .'..I-:;. 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'ID21151Er100l PAOnL1'S, NIAhla rvxae4•nrnnn k4noW,md-km-.AMcognas0e.m hkdi 9eacan 58mW1enue Circle 9asl Braderltog 342o3•FSIme 9DD,a45s928 �•HLIS!>•LL DuetOouroo.tieve4 el1Mr5 to in rmr our prodlpE, ocdososGtGdGrdaft SulbW C c7bmParrtMW notion. 1-4"ny 0 haa,.p[ ^-r-,-• D IG 1¢k17Nma0.WT, yl ApkYBnm4•rat-e..:AprcabhrNlwrree.b www.bach.pnlude.wm •P1rMk1ffi. NMCAddhnpill" Nao -F. o�BeG]NWIpDLC1a.Nlpgnl6 .ram.k ,WltelrwaC4lwndex..D.I"<m.B MM 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 19 1 20 1 21 ���� - I r�j §-�--_) I -ox 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 1�1�fz I l I Q - v - ID. Kent O'Donohue, Jr?' . Lic. No. 0406001663 &d k'S -117� �� P E A R C% U) 5- 0- e 0 Q 0. O QIY Cif 0 Z 7 <J 0 J J LU M I ISA v N 1../ U O� I Z? / IC) W Z J 0 LU I_ J OQ U) LU m J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. r 0 11 VIMMT JOB NO. 34160034