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Home My WebLink AboutSDP201600074 Plan - Submittal (First) Initial Site Plan 2016-12-13U ©1 IM DI OI DI OI IG DI 011 ❑1 IC :1 0 W Z W Q W N Z NORTH ��G G11 \1 VICINITY MAP PROJECT NARRATIVE c� m z A p J qRk J O iNrERsrq rE 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. TIMBERLAND PARK APMTS OLD LYNCHBURG ROAD SDP2016-053 SUBMITTAL SCOTTSVILLE DISTRICT ALBEMARLE COUNTY SHEET INDEX C1 COVER C11 C2 EXISTING CONDITIONS PLAN C12 C3 LAYOUT PLAN C13 C4 UTILITY PLAN C14 C5 GRADING PLAN C15 18"RCP ® EX. C16 SANITARY SEWER EX. C17 __ __ e BETAIES C18 e9 SWM PReF'I:ES __ - _ .. 11:6 C19 C10 STORM PROFILES C20 LEGEND ------602---- EX. INTRMDT. CONTOUR ----600--- EX. INDEX CONTOUR + 1.3.55 EX. SPOT ELEVATION 8" WL EX. WATER LINE 8" SAN EX. SANITARY SEWER 18"RCP ® EX. STORM PIPE SANITARY SEWER EX. EDGE OF PAVEMENT STORM PIPE EX. BUILDING PROP. EX. POWER POLE SO EX. SANITARY SEWER MANHOLE sTM EX. STORM SEWER MANHOLE co CLEANOUT C) EX. LIGHT POLE UGP EX. UNDERGRND POWER LINE G EX. GAS LINE OHU EX. OVERHEAD CABLE X EX. FENCE X EX. TREE LINE WATERLINE PROFILES SANITARY PROFILES SITE DETAILS VDOT DETAILS ACSA DETAILS SITE LANDSCAPE PLAN LANDSCAPE NOTES & DETAILS LIGHTING PLAN LIGHTING DETAILS I LIGHTING DETAILS II ABBREVIATIONS AHFH PROP. INTRMDT. CONTOUR ENDWALL 600 PROP. INDEX CONTOUR 13.55 EXIST EXISTING 13.05 PROP. SPOT ELEVATION 8" WL PROP. WATER LINE 8" SAN PROP. SANITARY SEWER ASPHALT PROP. STORM PIPE SBL SOUTH BOUND LANE PROP. EDGE OF PAVEMENT FG FINISH GRADE PROP. BUILDING BIT BITUMINOUS PROP. CONCRETE SECT PROP. ASPHALT PAVEMENT BUILDING (STANDARD/HEAVY DUTY) GRADE BREAK STATION PROP. GRAVEL BLK BENCHMARK G PROP. GAS LINE UGP PROP. UNDERGRND POWER LINE X PROP. FENCE - - SITE PROPERTY LINE BEGIN VERT. CURVE ELEV. ADJOINING PROPERTY LINE ABBREVIATIONS AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY ASPH ASPHALT FF FINISHED FLOOR SBL SOUTH BOUND LANE BC BOTTOM OF CURB FG FINISH GRADE SD STORM DRAIN BIT BITUMINOUS GBE GRADE BREAK ELEVATION SECT SECTION BLDG BUILDING GBS GRADE BREAK STATION SE SLOPE EASEMENT BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER BM BENCHMARK HPT HIGH POINT SSD STOPPING SIGHT DISTANCE BVCE BEGIN VERT. CURVE ELEV. HSD HEADLIGHT SIGHT DISTANCE SSE SANITARY SEWER EASEMENT BVCS BEGIN VERT. CURVE STA. INTX INTERSECTION STA STATION BW BOTTOM OF WALL INV INVERT STD STANDARD CB CINDER BLOCK IP IRON PIN STO STORAGE C&G CURB & GUTTER LT LEFT SYS SIDE YARD SETBACK CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBD TO BE DETERMINED CONC CONCRETE MH MANHOLE TBM TEMPORARY BENCHMARK COR CORNER MIN MINIMUM TBR TO BE REMOVED DBL DOUBLE MBL MINIMUM BUILDING LINE TC TOP OF CURB DEFL DEFLECTION MON MONUMENT TEL TELEPHONE DI DROP INLET NBL NORTH BOUND LANE TRANS TRANSFORMER DIA DIAMETER PROP PROPOSED TW TOP OF WALL DE DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT TYP TYPICAL ELEC ELECTRIC PVMT PAVEMENT VDOT VIRGINIA DEPARTMENT OF ELEV ELEVATION R RADIUS TRANSPORTATION ENTR ENTRANCE RT RIGHT VERT VERTICAL EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY WBL WEST BOUND LANE EVCE END VERT. CURVE ELEV. REQD REQUIRED YD YARD EVCS END VERT. CURVE STA. RR RAILROAD APPROVALS Department Date Department of Community Development Planner/Zoning Engineer Inspections ARB Department of Fire Rescue Albemarle County Service Authority Virginia Department of Transportation Health Department GENERAL NOTES SITE ADDRESS: OLD LYNCHBURG ROAD CHARLOTTESVILLE, VA 22903 1. OWNER: TIMBERLAND PARK VA LLC. 2021 CROSS BEAM DRIVE CHARLOTTE, NC 28217 PHONE: 704-357-6000 EMAIL: JENSURBER@SURBERDEV.COM CONTACT: JEN SURBER AGENT: BALZER & ASSOCIATES, INC 1561 COMMERCE ROAD SUITE 401 VERONA, VA 24482 PHONE: 540-248-3220 EMAIL: DODONOHUE@BALZER.CC CONTACT: KENT O'DONOHUE, LA 2. PARCEL INFORMATION PARCEL ID: 07600-00-00-046BO DB 4768, PG 129 ZONING/OVERLAYS: R15 RESIDENTIAL + ENTRANCE CORRIDOR OVERLAY + AIRPORT IMPACT AREA + CHARLOTTESVILLE-ALBEMARLE MPO BOUNDARY + DAM BREAK INUNDATION ZONE -STATE + MONTICELLO VIEWSHED CURRENT USE: VACANT PROPOSED USE: MULTI -FAMILY RESIDENTIAL ADJACENT LAND USE(S): MULTI -FAMILY RESIDENTIAL SITE AREA: 7.757 ACRES DISTURBED AREA: 5.00 ACRES EXISTING IMPERVIOUS AREA = 0.00 ACRES (0%) PROPOSED IMPERVIOUS AREA = 2.50 ACRES (32%) PROPOSED PARKING/DRIVE AISLE AREAS = 57,678 SQ. FT. PROPOSED OPEN SPACE = 2.76 ACRES (36%) LANDSCAPE PLAN IS REQUIRED 3. SETBACKS: FRONT = 20' MIN. & 40' MAX. (5' & 25' + 15' STEPBACK WITH BUILDING HT. AT 41') ALONG OLD LYNCHBURG ROAD & NONE ALONG 1-64 (MAXIMUM SETBACK REQUIREMENT CANNOT BE ACHIEVED DUE TO EX. STEEP SLOPES & UTILITIES) SIDE = NONE REAR = 20' MIN. & NONE MAX. 4. GROSS RESIDENTIAL DENSITY: BUILDING UNITS = 24 TOTAL 2 BEDROOM UNITS & 56 TOTAL 3 BEDROOM UNITS = 80 TOTAL UNITS 80 UNITS / 7.757 ACRES = 10.31 DWELLING UNITS PER ACRE 5. BUILDING FOOTPRINT = BUILDING #1 = 2,016 SQ. FT. COMMUNITY CENTER (1 -STORY) BUILDING #2&3 = 25,011 SQ. FT. RESIDENTIAL (3 -STORY) BUILDING #4 = 26,889 SQ. FT. RESIDENTIAL (3 -STORY) BUILDING #5 = 9,032 SQ. FT. RESIDENTIAL (2 -STORY) BUILDING CONSTRUCTION = TYPE V-A (CLASS 1) BUILDING 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 (REDUCES BUILDING TO 1,030 SQ. FT.) BUILDING HEIGHT = 41 FT. MAX TO TOP RIDGE FOR RESIDENTIAL & 23 FT. MAX FOR COMMUNITY CENTER APARTMENTS ARE SPRINKLED, COMMUNITY CENTER IS NOT SPRINKLED REQUIRED FIRE FLOW = 1,500 GPM PROVIDED FIRE FLOW = 1,500 GPM @ 50 PSI (BASED ON ACSA FIRE FLOW & PROPOSED SYSTEM MODEL) 8. PARKING REQ'D: 2 SPACES PER 2+ BEDROOM UNIT = 80 2+ BR UNITS = 160 SPACES PARKING PROVIDED: 160 SPACES (INCL. 19 ACCESSIBLE SPACES) 9. STORMWATER MANAGEMENT: BIORETENTION ON SITE & DETENTION ALONG OLD LYNCHBURG ROAD WATER QUALITY: BIORETENTION ON SITE 10. WATER: PUBLIC SEWER: PUBLIC 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO THE REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS UTILITY" OF CENTRAL VA TOLL FREE 811. 12. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CAN, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 13. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 14. SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 15. PROPERTY IS LOCATED IN FEMA DEFINED ZONE Y. COMMUNITY PANEL NO: 51003 C 0269 D - EFFECTIVE DATE: FEB. 4, 2005. 16. SOURCE OF SURVEY & TOPOGRAPHY: FIELD SURVEY PERFORMED BY BALZER & ASSOCIATES, INC., AUGUST 15, 2016 TO AUGUST 19, 2016 & COMPILED AUGUST 23, 2016. HORIZONTAL REFERENCE IS NAD83 VERTICAL REFERENCE IS NAVD88 NI LI KI JI HI GI FI EI 7 CI 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 WLT H OF Dr "D. Kent O'Donohue, Jr?' r, Lic. No. 0406001683 12-09-2016 cv scA P E A R C`�' v! C� G Q D O Q Of Co 0 U Z Q J J o n/ J L.L p Uj m G ii (D U [)� D � W z J 0 u W J O a U 2 U) LILI 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 SHEET NO. JOB N0. 34160034 50 0 50 100 150 SCALE: 1 " = 50' LEGEND: PRESERVED STEEP SLOPES OVERLAY COUNTY RECORDED MANAGED STEEP SLOPES OVERLAY COUNTY RECORDED ADDITIONAL STEEP SLOPES FIELD OBSERVED + + STATE DAM BREAK + + + INUNDATION ZONE SITE SOILS TABLE HYDROLOGIC SOIL TYPE SOIL NAME QQQZ SOIL GROUP J 21C CULPEPER FINE SANDY LOAM, B U � 7 TO 15 PERCENT SLOPES Z O 34B GLENELG LOAM, 2 TO 7 B ( I— PERCENT SLOPES C) 340 GLENELG LOAM, 15 TO 25 B J O PERCENT SLOPES U 390 HAZEL LOAM, 15 TO 25 B � � O a PERCENT SLOPES Z 95 WEHADKEE SILT LOAM B/D SOILS NOTE: SEE SOILS REPORT FOR DETAILED SOILS INFORMATION. Lk \ \\\6\ \\0\ ---- \ \ \ \ o IJI IFI �El ' -------- ^`\� BRIDGE ol- 31 f '' i _--' '' //' / �_ �� sem' /' _— / // �/� ♦ / / / // / / / / / ////// \ \ 1 lo, 11 41 -____,-' / / :-- _,-_ ;; y_ � ✓ � _ \ , / BENCHMARK \ \ �- TOP OF MONUMENT \\ / '' '��_ ��' __-cam ^ r'T� • r / / �'/ / / /. ' ECFV` 420.99 /--------' i /_- - —_ / - i EX. E-O-P//��i�ri'/'�i'rT_ /��'/\\�` \\ `s / ` �A NWr i / /' \ \ G ANT SNI///, /////// /, 1 ✓ I �/ / // /_� \ \ �� , ♦ / S �— ' AC E i �. - — _ ! /1 �_ l /f//✓'i / \ I \ \ / �IMITE� IA MAX R,0 ��/ / EX. DENSE MATURE TREES �� , �.�1%/ ✓' , (VAR // / / / , �' BETWEEN SITE &INTERSTATE 64 ; �' " _ r' / ✓, st / �� I ///�/'/, / /�, �,� /y,. y� 20 M/N. 40' MAX. / \ y / / j ' (MATCHES SPECIES ON SITES - '\ ,! / / - Y / / - , - / / \ / , f FRONT B OG. SET8 CK � I \ `` �\ / ,/,__� / / // / i//i��/�/� ///�/ .! / / /^� �•\ / Ley � // —J'�/y /le Cb M _-• / / /---' / __/ /'/i/� �// —� %'/i/ �i— _ /tel/T—^' —� ,'• _/ _✓ J/ ~` / / + / / /---- r�� \ � ( I I I I / / V / / �� / , EX. l/DOTL/MITED ,/'�� ,55Fi• / / ,'- \ \N \ I 1 ACCESS FENCE y' / / / /' // /' /--------\ —// 30"CMP'�� IN -41 L / TREELlfE ' CONCRETE \ I I 1 ( \ \ \ \ \ \ \ ENTIRE SITE /S WOODED DITCH - I ( --------------- MATURE SIZE TREES= - rrr✓ _ \_ I _-______ \\\ \ l l l // \\ ,� \ 1 1 ,' ' } J� _,_W900LANOS/-------------� SAX UAP # 76-4 kI4� \` `\`� `�� '" 08.4768 PG - '00e MONj'i-, \ ` \ `\ \ � \ \ \\ \ 1 1 / I///'/� \\1 \ \ 7.757 ACS / / __ - _ \ \ ` -� `\ rn \ \ \ 1 `► / // ('__ _ \/ \\ --'' ,,,-ZONED R15 1 \ /--------- X I m �Ijl I I i / / / / / // \`\ \ �� `\ \ ---------- \ \ I / N i" '"_----- ��\\____ ----------------------// // I 1 , I I I / � .34\31/ --------------- `\ `\ `� \ --- / /i I I I I 1 I I l /.36.88 20' SAN SEWER EASEMENT -\ \\ \ \ I 1 I 1 / I / I ► l l / /_ ` ----- __ �` \` �` \'--__ __ _ --------------- / \ I I I / .PER 8.•800 P(i.•7I l l l p Q3 . / MON/F___ ONLINE I 11 \\ \ l 1 l l 1 ( \ 1\``� \ \ \`\ ------ -\\ \\ ��------------- - \ / // // / I 1 \ \ \ \ - _ _ - - I / / / i APPROX. LOC. d on / \ \ MATURE HARDWOODS - MOSTLY OAK / / - - - - - - - - _ \ `\ (BASED ON ARBORIST REPORT) ' \ i / , /' �/ / E45ZXMfl PSR D . 228, PG -5J6 MON�IF/ 7 / / 1RANSITIONAL LA SUCCESSlO \ \ . \ \ \ \ \ ` ` \ / / / / ► /' / / / 1 / \ \ \ \ \ \ \ \ \ �\ \ \ / / / , / 15 / PINES BE/NG FADED OUT BY / I \ - _ / / I" O I /' '' / /' , �' MIXED AGE HARDWOODS - OAK, /' ` \ \ \ _ _ \ \ \ \ \ \ \ , �' / 1 / % ' /' �' r I I ti / / / , / / / / i i \ \ \ \\ \ \ \\ \\ \ \ \\ \\ \\ \ \ \ \ \ , '/� I i � , / , 06PHONE LO SEMENT l X i I t • POPLAR, RED MAPLE, & GUM / I \ \ \ / / / , / / , 1 \ I r \ h 1 \ `- PE D 1251 PG•59 / R Q 1 / , (BASED ON ARBORIST REPORT � / / I I \ \ \ \ \ \ � \ \ \ � � / / / / , � / 1 / / / / / ` , / I ► I / � I q,2. I I I 1 / � 1♦ / �/' ///' ��/' _''�/ / / /� '/�/ I 21b \ \\ \\ \\ \ \� \`�� ` \\ \ `\ \`\ / \) / //// 1 � I 1 I \ \ \ \ \ `� `\ �i' // // I f I I �� I X 1 I O 1 I I SLDpE AND RiMANG {BALL /' � /' � / / / _ -'' /' / 39� ,I� \ / / / ,' / LIMITS OF ST,�T DAM I / / / ,' ,' ,' / BR K /NUNDATIO (ONE1 , I /' ' / ,.1 / / / J / / I \ EASEMENT P R D •��8 ,' � / — _ _ _ - �' _ � I I I I O / � / / � N I R Fl / I " 1 I II PGz134_ ^`/ 1 00/ I 1 1 y�� ``\ `\ �'�-_�/,1 1 I� \ \\ \ \ / O I BU�FER EASEMENT PER I I R H[IJG: _ K_ �� • \ \ \ \ \ 00 09.4805 P :678 \ \ 5 - ' /' ------------' /--' r / / / 86.0 t !1�T�0 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 L� LOT 2 -19� f _ _ _ /' _ - - - - -_ _ _ �� ,I / / �' LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I ONLINE J / 'WOODLANDS OF `� \\� COMMON AREA _�%� I I I I I I I I, I '� �- - i I CHARLOTTESVILLE" 15' PEDESTRIAN EASEMENT - _ ;/' BLOCK O / — SHERW0IO MANOR l l I / � SECTION TWO ' / / � - I / T LOCK � PER 09.•3332 Pc.•62 I I I I I I G I I I I I I I I I I I � � WOODLANDS LAND PROJECT LLC LO to T [orI I COMA�ON ARBA I TAX MAP 76-46C I I I I I I I I I I I I B 2T 6T ST LOT [OT [oI I I I I I I I I ELL/04P '75JON RCP 9.•4595 PC.- 167 ZONED R15 RESIDENTIAL I r 2 [ pT � WOODLANDS LAND PROJECT LLC INV =40762 TAX MAPI 76P-1-100 I 0•514 P0•501 ZONED R6 RES/DENT/AL ��52,99'• ASH UN/VERS/TY PLACE LP C/0 STARW000 CAPITAL GROUP TAX MAPI 76-54A 1 09.•4580 PG.•539 ZONED R15 RESIDENTIAL II O OD SII I 22.14' I =7 LINE OF SIGHT FROM PROPOSED ENTRANCE LOCATION (SEE ALSO LA PLAN FOR PROFILE) REGION TEN COMMUNITY SERVICES BOARD INC TAX MAPI 76 -46f- 0 -3039 6-46F09.•,3039 PG. -209 ZONED COM/NERC/AL OFF/CE NI LI KI JI HI GI FI EI 791 Cl 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 7 "D. Kent O'Donohue, Jr?' 1,, Lill No. 0406001683 S, k2l--09-2016 PE A DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE 1 "=50' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. 0 JOB NO. 34160034 QQQZ J Z Q U � L.LQ Z O > j Q � ~ ( I— �� C) W Z O J O } Zo U U) W ° U � � O a J Z (n W W u) m CO X a G w DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE 1 "=50' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. 0 JOB NO. 34160034 I 1 51 4 1 b I/I ii 1 y 1 1 U I "I 1 L 1-5 1 "1 4 1 "1 5 I "I b I 1/ 1 b 19 2u 11 ENTRANCE ROAD PROFILE LEGEND: GENERAL NOTES: 0 PROP. PAVEMENT 1. ALL RADII SHOULD BE ASSUMED 5' UNLESS SHOWN OTHERWISE. 0 460 460 PROFILE NOTES: (SEE DETAIL) 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE PVI STA: 10+60.00 PVI STA: 11+54.18 3.0' MIN. COVER FOR SANITARY.3. THE TOT LOTS SHOULD CONSIST OF AMENITIES EQUIVALENT TO CORRIDOR SHALL BE ELIMINATED. PVI ELEV: 417.26 PVI ELEV: 426.45 3.5' MIN. COVER FOR WATER. PROP. CONC. SIDEWALK ONE SWING WITH FOUR SEATS, ONE SLIDE, TWO CLIMBERS, ONE K: 6.00 K: 6.00 1.5' MIN. SEPARATION BETWEEN (SEE DETAIL) BUCKABOUT OR WHIRL, AND TWO BENCHES. LVC: 34.50' LVC: 22.50' SANITARY AND WATER. 450 SSD: 75' SSD: 299' 450 0 1.0' MIN. SEPARATION BETWEEN LOW PT. STA: 10+42.75 HIGH PT. STA: 11+65.43 STORM AND WATER OR SANITARY. PROP. 20'X20' DUMPSTER PAD (2 DUMPSTERS) N LOW PT ELEV: 416.57 HIGH PT ELEV: 427.12 0 CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL (SEE RIGID PAVEMENT &APRON DETAILS) N o r-� N rn rn N EXISTING UTILITIES. o � � c6 r- 00 N N GBS: 1 1 +80.91 SEE EX. CONDITIONS PLAN FOR GBE: 428.05 HANDICAP BOLLARD SIGNPOST (SEE DETAIL) 440 +4 + + + + 440 OVERALL SIGHT DISTANCE AND HB 9d TO BE USED WHEN NO CURB IS PRESENT o �: w w PROP. GRADE - w w THE LANDSCAPE PLAN FOR SIGHT �Cp w cn m cn w EX. GRADE v m v w DISTANCE PROFILE. HANDICAP SIGNPOST (SEE DETAIL) 0 CD m w m w 30 0 30 60 90 M _ ACCESSIBLE CURB RAMP (SEE DETAIL) 101 M 430 (0-.00%430 DO%430 82.28 LF @0.62% SCALE: 1 " = 30' 18" TYPE S HDPE 9350% 420 10 in x 10 in" ELBOW 420 STA. 12+08 L 4.00 10 in x 10 in" ELBOW I L STA. 11 +47 42.11 LF @2.14%___----O8" D. 1. WL a o 15" TYPE S HDPE 10 in x 10 in" ELBOW 410 - 298.00 LF ®0.51 STA. 11+05 410 o a EX. 10 " SDR -35 PVC (TO BE REPLACED) 4 298.00 LF ®0.30%STATE GHWAY / K 10" SDR -35 PVC INTER ccEss p -W) '` 60 -L'R OF 4' MAX. HT I I K 400 - 8 in x 8 in" ELBOW 400 LIMITED ACCESS R �� ARTHTONE ANCHOR PRO SEGMENTAL WALLI STA. 10+35 SWITCHBACK I I o / PEDESTRIAN RAMP ACCSS I I 390 390 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 H � WE W 0■ ME :M 700x I R1 0.00 R45.00 o EX. DENSE MATURE TREES '' ' �'P ' N ° BETWEEN SITE & INTERSTATE 64 ,,/ '� R 15.00 (MATCHES SPECIES ON SITES ��-/ / 1� R 4.50 CG -12 N I; 87.00 to a �� do + a / PROP. �% a w DUMPSTER �C'- a I S OP 70-1- ENCLOSURE O�ENCLOSURE TYP. H° 3992 IGN . (SEE ARCH. a a \PLANS FOR in DETAIL) �r� oo q oo R 000000 �' BLDG #1 38. 4' p- REC. CTR. ; BMP �� \ /GATE R 24' HB 1 -STORY BLD 3 1000' TO AZALEA PARK ENTRANCE R20.00 CG -1 1 ENTRAN (NEAT SAW CUT EX. PAVEMENT, SEE DETAIL) R25.00 475' TO DONCASTER LANE ENTRANCE H - 230 LF OF 8' MAX. HT. EARTHTONE I ANCHOR PRO TOT LOTS G SEGMENTAL ALL 2,000 SF 24 UNITS I _ - x 3 -STORY I G �_� �' -� � X _ N FENCE X oQ R4.50 I 0 0 X _ XJ X PROP. DUMPSTER ENCLOSURE 10 BUFFER WITH a Op ( ) REQUIRED LANDSCAPING a I I U j m SEE ARCH. PLANS FOR DETAIL MECH. UNITS, R24 00 - 167.19' TYP. 57.58, 6' O Opp I I v o a �t R4.50 TYR I I o Fo00BPpNOp p 5.28' ., PROP. TREELINE T ~ 56.- - p 0 BLDG #2 R 1 0 1 a I I a 13 _ p a 24 U N ITS 27.75' _ / o PROP. LIGHTPOLE, TYP. a 3 -STORY r (SEE LIGHTING PLAN) 00 p- I I a p J OC)VDOT PG -4 _OC) R4.50 START NEW924" FLUME o CG -6R3.00 P 00 00C-6, P. R4.50 1 00 o 820.00 a C-2 TYP.o N o 00O0 0 R20.00 CG -6 (DRY), TYP. R4.50 0MONOLITHIC SIDEWALK, TYP. R23.00O Op PR 820.00 Op LINE Ln00 83.00 PROPOSED I 57.58 O a9.00' OOO 0p0o) 57.5g'H Q °a I II I rn TYP. R q' 0000 �- 0 0GG ° a Z . � O _0083. 85200 BLDG #5 TYPO 8 UNITS O BLDG 4 0 0 R21.00+ O PROPOSED 20 2-S ORY 2 4 UNITS 192.82' ° & 40' FRONT 18'-4, 24' � 18' 3 -STORY O SETBACK LINES TYP. TYP. TYP. O lag 0000 1' N O a o �° X 106.1 L_j ............. L__L_ D0000p I I 00 00 X N TOT LOTSI I jI FENCE MIN ■0 MIN 111 110 LF OF 3' MAX. HT. N o I T --;d- VX GATE 2,000 SFX I I I I EARTHTONE ANCHOR PRO iv 500 LF OF 20 MAX. HT. X I Ln SEGMENTAL WALL EARTHTONE ANCHOR PRO XX I I __ __ __ __ __ __ _ SEGMENTAL WALL __ _ _ __ _ _� A - - - - i - - - - - - 1 45.15' _ 6.49 A I I END SIDEWALK & CG -6 1 1 2 1 3 1 4 1 5 1 6 1 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 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 LTH OF G' "D. Kent O'Donohue, Jr.:'-- Lie. r.aLie. No. 0406001683 'yam 12-09-2016 4v sc� P E vJ C� G Q L.L <0 QcD m_ U Z Z} J 0 J 0 J 0./ W i. I- (D U [)� U D � W z J 0 (n W 0 Q U (n W m a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1"=301 REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. JOB NO. 34160034 r; 00 N ` 00 Co N Ln r 4 4C0 C6 O p C14 co N N N r7 r) r7 � � �`) 1`7 t t 1 `t vzt - � `t H � WE W 0■ ME :M 700x I R1 0.00 R45.00 o EX. DENSE MATURE TREES '' ' �'P ' N ° BETWEEN SITE & INTERSTATE 64 ,,/ '� R 15.00 (MATCHES SPECIES ON SITES ��-/ / 1� R 4.50 CG -12 N I; 87.00 to a �� do + a / PROP. �% a w DUMPSTER �C'- a I S OP 70-1- ENCLOSURE O�ENCLOSURE TYP. H° 3992 IGN . (SEE ARCH. a a \PLANS FOR in DETAIL) �r� oo q oo R 000000 �' BLDG #1 38. 4' p- REC. CTR. ; BMP �� \ /GATE R 24' HB 1 -STORY BLD 3 1000' TO AZALEA PARK ENTRANCE R20.00 CG -1 1 ENTRAN (NEAT SAW CUT EX. PAVEMENT, SEE DETAIL) R25.00 475' TO DONCASTER LANE ENTRANCE H - 230 LF OF 8' MAX. HT. EARTHTONE I ANCHOR PRO TOT LOTS G SEGMENTAL ALL 2,000 SF 24 UNITS I _ - x 3 -STORY I G �_� �' -� � X _ N FENCE X oQ R4.50 I 0 0 X _ XJ X PROP. DUMPSTER ENCLOSURE 10 BUFFER WITH a Op ( ) REQUIRED LANDSCAPING a I I U j m SEE ARCH. PLANS FOR DETAIL MECH. UNITS, R24 00 - 167.19' TYP. 57.58, 6' O Opp I I v o a �t R4.50 TYR I I o Fo00BPpNOp p 5.28' ., PROP. TREELINE T ~ 56.- - p 0 BLDG #2 R 1 0 1 a I I a 13 _ p a 24 U N ITS 27.75' _ / o PROP. LIGHTPOLE, TYP. a 3 -STORY r (SEE LIGHTING PLAN) 00 p- I I a p J OC)VDOT PG -4 _OC) R4.50 START NEW924" FLUME o CG -6R3.00 P 00 00C-6, P. R4.50 1 00 o 820.00 a C-2 TYP.o N o 00O0 0 R20.00 CG -6 (DRY), TYP. R4.50 0MONOLITHIC SIDEWALK, TYP. R23.00O Op PR 820.00 Op LINE Ln00 83.00 PROPOSED I 57.58 O a9.00' OOO 0p0o) 57.5g'H Q °a I II I rn TYP. R q' 0000 �- 0 0GG ° a Z . � O _0083. 85200 BLDG #5 TYPO 8 UNITS O BLDG 4 0 0 R21.00+ O PROPOSED 20 2-S ORY 2 4 UNITS 192.82' ° & 40' FRONT 18'-4, 24' � 18' 3 -STORY O SETBACK LINES TYP. TYP. TYP. O lag 0000 1' N O a o �° X 106.1 L_j ............. L__L_ D0000p I I 00 00 X N TOT LOTSI I jI FENCE MIN ■0 MIN 111 110 LF OF 3' MAX. HT. N o I T --;d- VX GATE 2,000 SFX I I I I EARTHTONE ANCHOR PRO iv 500 LF OF 20 MAX. HT. X I Ln SEGMENTAL WALL EARTHTONE ANCHOR PRO XX I I __ __ __ __ __ __ _ SEGMENTAL WALL __ _ _ __ _ _� A - - - - i - - - - - - 1 45.15' _ 6.49 A I I END SIDEWALK & CG -6 1 1 2 1 3 1 4 1 5 1 6 1 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 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 LTH OF G' "D. Kent O'Donohue, Jr.:'-- Lie. r.aLie. No. 0406001683 'yam 12-09-2016 4v sc� P E vJ C� G Q L.L <0 QcD m_ U Z Z} J 0 J 0 J 0./ W i. I- (D U [)� U D � W z J 0 (n W 0 Q U (n W m a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1"=301 REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. JOB NO. 34160034 W Mill n� GENERAL NOTES: 0 STORM SCHEDULE I 1. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL TYPE NOSE UNDERGROUND UTILITIES BEFORE EXCAVATION SHALL OCCUR. HEIGHT LENGTH 2. KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MATERIAL SLOPE MARSHAL OFFICE FOR LOCATION. INV. OUT COMMENTS 1 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 18" 18" TYPE S HDPE N LEGEND: 422.00 2 GRADED DITCH TO CONVEY WATER TO YARD TYPE B (1) WET TAP 8" T.S. & V. TO EX. 12" W.L. 4.58 INLETS AND AWAY FROM BUILDINGS 1 (1) 8" G.V. 8" HDPE TYPE S ROOF DRAIN PIPE (1) 45° BEND 3 (CONTR. TO CONN ROOF LEADERS TO PIPE WITH WYE CONN.) 18" (1) 8X8X8" TEE M 425.06 424.55 (1) 8 G.V. 4 12" HDPE TYPE S ROOF DRAIN PIPE TYPE B 429.29 4.23 (CONTR. TO CONN ROOF LEADERS TO PIPE ( 1 ) 8X8X6" TEE WITH WYE CONN.) (1) F.H. ASSEMBLY 5 12" OR 15" NYLOPLAST INLINE DRAIN WITH (1) 90° ELBOW DOME GRATE 15" 15" TYPE S HDPE 2.23% 429.31 425.16 (1) 8X8X4" TEE 6 DI -313 TYPE B (1) 4" G.V. L 6.00 (1) 4" PLUG THREADED FOR 2" COMP. FITTING (1) 2 CORP. STOP 7 2" COPPER LINE TO METER 82.89 15" (SEE ACSA DETAIL) 0.60% 429.91 7 1.5" METER VAULT 8 MH -2 (SEE ACSA DETAIL) K (1) BLOW -OFF VALVE �9d �O8 (1) 8" G.V. 9 END OF PUBLIC EASEMENT 59.14 �O9 DOMESTIC AND FIRE LINE CONN. AT BLDG. 0.51% 30 0 30 60 90 10 FIRE DEPARTMENT CONNECTION (FDC) J DI -3A 11 4" DOMESTIC METER 3.92 SCALE: 1 30' 12 22.5" BEND W Mill n� STATE 6NWAY INTpRAGGES R HIGH HMI �VARIAB�E W TOP=459.82 INV IN=440.02 C08 INV OUT=440.02 H TOP=465.90 L OUT=443.25 C010 8 �t I J 00 BLDG 5 C09 TOP=464.89 3 # INV IN=442.63 8 UNITS INV OUT=442.63 2 -STORY 5 0000 > > L BMP -----------BMP -------------- j \1--------------------------- J 20' PUBLIC 20' PUBLIC WATERLINE SANITARY EASEMENT EASEMENT L < « 4 8" SAN CG 10 TOP=453.34 C06 INV IN=436.61 7 INV OUT=436.61 tTEJ 00 TOP=457.55 BLDG #4 C07 INV OUT=438.00 O 24 UNITS ° O 3 -STORY o o O O 00 00 X 1 I 1 2 3 4 5 6 1 7 8 1 9 10 11 11, 15 1 16 1 17 1 18 a X BLDG #3 24 UNITS x 3 -STORY �. �� i A 10" SAN STORM SCHEDULE I STIR # TYPE NOSE TOP ELEV. HEIGHT LENGTH DIAMETER MATERIAL SLOPE INV. IN INV. OUT COMMENTS 1 202.25 18" 18" TYPE S HDPE 1.21% 424.45 422.00 2 DI -3A TYPE B 429.03 4.58 2.50 ST -1 3 82.28 18" 18" TYPE S HDPE 0.62% 425.06 424.55 4 DI -3C TYPE B 429.29 4.23 6.00 ST -1 5 186.25 15" 15" TYPE S HDPE 2.23% 429.31 425.16 6 DI -313 TYPE B 433.23 3.92 6.00 7 82.89 15" 15" TYPE S HDPE 0.60% 429.91 429.41 8 MH -2 435.52 5.61 ST -1 9 59.14 15" 15" TYPE S HDPE 0.51% 430.31 430.01 10 DI -3A TYPE B 434.23 3.92 2.50 11 9.50 12" 12" TYPE S HDPE 3.58% 430.75 430.41 12 NYLOPLAST 433.33 2.58 INLINE DRAIN WITH DOME GRATE 13 127.24 18" 18" TYPE S HDPE 0.50% 408.83 408.19 14 DI -313 TYPE B 413.00 4.17 10.00 1 ST -1 15 191.64 24" 24" TYPE S HDPE 0.50% 409.89 408.93 16 DI -313 TYPE B 416.20 6.31 6.00 ST -1 17 1 42.11 15" 15" TYPE S HDPE 2.14% 1 413.29 412.39 18 DI -313 TYPE B 417.16 3.87 1 4.00 STATE 6NWAY INTpRAGGES R HIGH HMI �VARIAB�E W TOP=459.82 INV IN=440.02 C08 INV OUT=440.02 H TOP=465.90 L OUT=443.25 C010 8 �t I J 00 BLDG 5 C09 TOP=464.89 3 # INV IN=442.63 8 UNITS INV OUT=442.63 2 -STORY 5 0000 > > L BMP -----------BMP -------------- j \1--------------------------- J 20' PUBLIC 20' PUBLIC WATERLINE SANITARY EASEMENT EASEMENT L < « 4 8" SAN CG 10 TOP=453.34 C06 INV IN=436.61 7 INV OUT=436.61 tTEJ 00 TOP=457.55 BLDG #4 C07 INV OUT=438.00 O 24 UNITS ° O 3 -STORY o o O O 00 00 X 1 I 1 2 3 4 5 6 1 7 8 1 9 10 11 11, 15 1 16 1 17 1 18 a X BLDG #3 24 UNITS x 3 -STORY �. �� i A 10" SAN e EX. G. V. i �0 G 18 SAN MH \ I TOP=416.66 I INV IN=413.57 - I 3 INV 0UT=413.39 I 0 I I MH CONN. 1 I \ J �I 1 FOR TEMP. I 2 PUMP LINE I 0 4 ♦ I 1�♦♦ 161 1 I I I BLDG #1 REC. CTR. I I I 1 -STORY IITOP=431.19 I 1 C01 INV OUT=423.25 I D 5 I I H 31 4 1 8» SAN I I oI I _ 7 ao / I I8 m� I� 15 5 TOP=447.03 00 " O ri I -4 Q O INV OUT=428.50 CO3 I 1 I O EXC I O ` G pO I 10 9 1 1 C O op O 1 1Z o � ° I BLDG #2 1 I I � 1 TOP=443.44 INV IN=427.66 CO2 I 24 UNITS 1 I INV OUT=427.66 I 1 3 - STO RY 11 I I I a F i 6 I 1 I I 12 I 1 I p 11 I O Op 1 I 14 E 9 10 1 1 1 I 1 I 10 �1 7 Op 1 I TOP=436.32 \ I C05 INV OUT=428.36 of I I I 1 o I o ^ ^ O g TOP=441.79 I I 1 C04 INV IN=427.97 1 I I 8 INV OUT=427.97 1 6 4 I's Q, I = 1 a 11 �0 10 3 8„,g 1 5 S ► I F AN , l I E 1 13 I� _ _ d � I X 0000Op I I 1 I C x x I I 0 I, I LX I -X�XJ 1 I I I -- -- -- - LIII B I I � I 1 E AN TEMPORARY PUMP 1 I I THROUGUMPIH NE CULLVE T TO AROUND FOR EX. 8A CROSS ROAD I I I LINE REPLACEMENT I= 1 (CONTR. TO COORD. LAN O I I & SPEC. WITH ACSA1 A BEFORE CONSTR. BEGINS) I EXD J I REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 LTH 0 G' Kent O'Donohue, Jr?' r, Lie. No. 0406001683 U) Q �e o L.L 0 O CD O� _ m 0= U Z ZJ Q� J O j 0. �.Uj W Z J J i ii U CD 0 00 >- 0 W z J 0 CO W o a U) w m a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALEl"=301 REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. 0 JOB N0. 34160034 I �I e EX. G. V. i �0 G 18 SAN MH \ I TOP=416.66 I INV IN=413.57 - I 3 INV 0UT=413.39 I 0 I I MH CONN. 1 I \ J �I 1 FOR TEMP. I 2 PUMP LINE I 0 4 ♦ I 1�♦♦ 161 1 I I I BLDG #1 REC. CTR. I I I 1 -STORY IITOP=431.19 I 1 C01 INV OUT=423.25 I D 5 I I H 31 4 1 8» SAN I I oI I _ 7 ao / I I8 m� I� 15 5 TOP=447.03 00 " O ri I -4 Q O INV OUT=428.50 CO3 I 1 I O EXC I O ` G pO I 10 9 1 1 C O op O 1 1Z o � ° I BLDG #2 1 I I � 1 TOP=443.44 INV IN=427.66 CO2 I 24 UNITS 1 I INV OUT=427.66 I 1 3 - STO RY 11 I I I a F i 6 I 1 I I 12 I 1 I p 11 I O Op 1 I 14 E 9 10 1 1 1 I 1 I 10 �1 7 Op 1 I TOP=436.32 \ I C05 INV OUT=428.36 of I I I 1 o I o ^ ^ O g TOP=441.79 I I 1 C04 INV IN=427.97 1 I I 8 INV OUT=427.97 1 6 4 I's Q, I = 1 a 11 �0 10 3 8„,g 1 5 S ► I F AN , l I E 1 13 I� _ _ d � I X 0000Op I I 1 I C x x I I 0 I, I LX I -X�XJ 1 I I I -- -- -- - LIII B I I � I 1 E AN TEMPORARY PUMP 1 I I THROUGUMPIH NE CULLVE T TO AROUND FOR EX. 8A CROSS ROAD I I I LINE REPLACEMENT I= 1 (CONTR. TO COORD. LAN O I I & SPEC. WITH ACSA1 A BEFORE CONSTR. BEGINS) I EXD J I REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 LTH 0 G' Kent O'Donohue, Jr?' r, Lie. No. 0406001683 U) Q �e o L.L 0 O CD O� _ m 0= U Z ZJ Q� J O j 0. �.Uj W Z J J i ii U CD 0 00 >- 0 W z J 0 CO W o a U) w m a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALEl"=301 REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. 0 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 LT H OF 'D. Kent O'Donohue, Jr.a e Lie. No. 0406001683 s, k-09-2016 � ' \' P E AR U) I..L Q L.L Q O QCD Of m_ 0 U Z ZJ J O _j 0. W CIO 2 Z Q a_ Z 0 NQN Lr.Ln V i iI (D U � > D � LU Z J 0 U) LU o a (n LL] m a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1"=301 REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. JOB NO. 34160034 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 GRADING NOTES: 0 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR 0 OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN AREAS TO RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE ORIGINAL GROUND SURFACE. 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE 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. - _- - 01 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT M ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING - /- -' // --/� s-'' ,/ -- // ' ,- / ,' ,/ // ; / �/ ,' / � ,/ ,/' ��,'/ /,' / \ \ II M OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO ,-' � � ,/ - ,;, ,/ � �� / __ ,,- / , , ,/ - / STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC�� ,-- ,-� - � / \ / � � I TEMPERATURE IS LESS THEN 35-F (1'C). / '/ // /'' /' ,// �_-'','','' /�� _�- -'_�-'__---'� / �-'" ---;�-';t-'-y� _r',%' ,/' / ' / ' / BENCHMARK I \ /' ',; I M ■ / --'/- - /� ,_,--_____-' -y' _�-' ✓ , // ,- f/ / \�\ / ,�. j/ ,-;,--'// //', ,,\ ��,//' / ��,'/ ; �,-TOP OF MONUMENT - ELEV- 420.99 I 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN ,-'/ / _____--- - _, _-_-�-- _ ✓/ / _ _ - , / / _- y ,/�/ ,, / / -�/ ,' �,, ,' // , / , / � ATMOSPHERIC TEMPERATURE IS LESS THEN 35-F (1'C).- 7. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED SUBGRADE r' oo ` ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND _--' y==_L__ ` `-------------' - --' /' -' / -' /' /-- - ` CROSS SECTION, WITH NOT MORE THAN 1/2" ABOVE OR BELOW REQUIRED SUBGRADE EX. vDOT \ II ELEVATION. i _,-�' ,• /'�\ `\ /1 �\ / /'- - /• // // i / /' ' i �� i/''/''/'/ /' /' ,� ---'- \ ;� /l CIM/TED ACCESS FENCE _ // - /�� / ��i�' (REPLACE IN -41W) 8. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE/ \-7 \ \ GSI /' , ,' _--'"_ \RSTA-TE� SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER.IIrTE `/'� �` \ ' B /-'--',-�'-�-'_ ,-'/',/ \ \ X`\ 9. SPREAD TOPSOIL TO A DEPTH OF 6" OVER ALL DISTURBED AREAS NOT RECEIVING WALKS _ '/ '_ �' '/''-'_� �r�/ '/ ' ,SIM �� / - \ y '--'' _ K PAVEMENT WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING _ '� _---'� _ _--'� '/ -'" / �'�'' '� '�--'� '� '� t� -' J 430 \ PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES '_,-' %' \ \\ ' ' / /' /' /' / /- --'_-' /' /-/'/-<" -' .� / ' ,v / / AND DEBRIS OVER 1/2" IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF .' / `\ ' /' / /' /' /' /' /-' '�-' /''�� t /' - �� / c' I ' �' '> / /- •' Y - DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY. - / /� - -' /- ��'--t �/ ► l ,> / `\ / /' / /'-/�-' �- /' y 428.50 ---- -- \- I //' __------'//.'' ,� _-r' / �/. �/ < / / / ' ' / /� / � 10. FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 6" BELOW FINISHED /' -' -'/' / - --r' I �-- // ✓' >' 428.00 \ ` 1 / '/' // ' ---- //' /' /-'/-' -' -' /-' '' -'"' !' ' ! -' / /' ,/' y - ° I ► 1'g M I FLOOR ELEVATIONS. \ / \ / / '/ - /' ___- /' / ' 7.6s \ / //Y 428.7 424. 1 J 1 1 . ' PROVIDE A MINIMUM OF 5% SLOPE FOR A DISTANCE OF 10 AWAY FROM ALL BUILDINGS FOR POSITIVE DRAINAGE. ` _ ' / /'//'/',''� -''� / /-'/-'�//'/''/'/- /; /' -�. ,' t /' '' ,--�- �� / \ __ �� _ ,� �- \ / / �- g.o /' OMITS l�IS BB,�I \ /� / ' / / .-' \ / / / / '/ �/ � �/ 427. \ 1 I 41 I \ 1 I I I J / / /' /- \ / /• // '/ - , ,/ / , -r .l � /,c Y > j � ..fiEY'AC5`/' /' / / / -- --- - � \ �/ :4 6 \ \ \ I \ 42 41 I I 416.19 I 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5% 4 :50 _ \ -- /--_-_------_-/ 1 y •o �/- TW: 23\ I ' II 4 \1s: 415.69 SLOPE OF 2%. 430.07- I / 4ANDA ¢ I 6.54 MAXIMUM CROSS _-----4'31 0 / -- 429.57 -427.60 416.04 430.0 29.19 430 425.T7 •� 4q 7, 1 I I � 416.45 428.69 / _ �� /- _. /----- ,- / /' /'/ ' -'/ _-/ /� /r / / / ,/ „ ` ✓ `/ )- , , / - \ -- *-- / l / /' n. / ,/ __-- 0 9.28 I I I I 415.95 �/ -'-,----,- / , / / --- --431 25 --- 33 / /'/'/' �_,-' _' ' i///'/ �' ,</ ��/ _-// ✓/ /; /Y / \ , , 430.75 / /--�-- ,�'' > / �„/ / / / / 28..83 \ TW 4 2. 5 I I I I 1 I I �'� ---' / - --' �'- ;- / / / / _ �� ,_y , / / _ --,-- _= < / / �/ / �/ / / / 430.09 - - j > ' 73 431 35 mo-i/ -- ''//�/ -' -�__/__ _' \ I 425.54 +4 223:4 1 IML I -429.59 �ter /---- 4 0.50 , / / /'/ �_\ --,-^ /_�/� �/ ;_'/�-- - /,../ �/ /''/ I_-_�1_//-- �'/ \• _-_/' �/ 3'.'4/5 �� //• _--_--/-_/'--��//� ///, -� .I 82 I ..��- __'- ___- ____�//// >'-/- ,�>4 --'- Tr ''/437 30.0044 /�,' _ ,4 ' / r `: /-T/ '_--- ''/, �-_�/ %/`-'- / /' )- , --!'-,i''F//-//i/'-///r/'-/ a 80 9.7 4 /' _/_/-��_'-.,/_ 31. \ i�//-- 429.13 I i/A '_Y/' -'✓ ,-T't- !/ -/_, � �/ //.�/��'///-/ 30 / -/�----_ 'r_r ✓- -,��__.\ I '//'~" ,� , - - 4 30 42 43 304 ��643 I I � �:25.6 4 15.87 -415.37`/ 1 I� .�.` ///'' -- / / �r_/�'r_ ' -- 43 .7 I I °'2 I 415.79 415.29 DRIP LINE \0 / / 1.6 )3 3 431.97PROTECTIVE TW:41431 I f 0.75 1 430.1 415.67 415.17 DEVICE i i / 4,/30.96 ' BLDG #1 H ---',',/ //,^ ,/< /` r__ a`'_�-"_, /�'�-=� / �__-'--/ �� .� ___ �__��- - / 50 \ �-�-- I J I _ 414.83 H MAXIMUM LIMBS OF CLEARING AND GRADING � _-� / 'el ' -�'' J- /-�-_--" v / / ` I / / \ y--- / Y �y_I-_- J `/ _ � _ _ _ 1- _ _ '-' y _ _ -1 � '' i��X _ 1 _ � _ � _ � > � ` I / , / X / 431 432.33 \ \ Q' ` �- ` ' 1 1430.5 CTR . ' it, "REC. I I I 414.33 PROPOSED GRADING \ / -� \ i 43233- \ 430.12 _�-� _ _ �\ `- --- _�--_ \ I I 1 -STORY I ' .� .. • \ I / / `� \ � � - _ ----- __ �/ � 4 ___ -• \ ` 1 / �c � 432.33 \` \\ `--------- - -��-�� _'-- \�� `-, �� I I -' `\ `\ \ \ / / ` 4301 1 , I I �b.09 / 430.68 I 1 I 1 I ca MIN. ____---- L 432.55 430.13 -----��-�_ \ ' J I I , FFE=430.75 - \ ' / I I TW:422.00 WHERE DRIPLINE� THAN _ - _ _ \ /' - \ `\ \ c - _ / / '/ 2 4 UNITS 31.5 \ \ \ / °� \�~�= // 43 08 / / I I IS LESS 5' - - - - - - \ / \ \ ..42 �-- X - _\ '� Liz G CONSTRUCTION OPERATIONS RELATIVE \ 3 -STORY'- ,' �� i �� `\___ \�'��, �� --' 1 `\� 43x.4 / \ �/ -�� I I / ° ,�� ;'I - // I I ; o G TO THE LOCATION OF PROTECTED TREES _, ___- , 433. \ / ----__ - ` 1 �� _ - ---- �� \ I I / Xis/� \ 432. \ I _ -1 �, ,- / X \ / -• \ \ - \ I 1 / 431.4 \ /' /' �,_ \ `\ 1 `\ `,, JP --' -'' _- `\' I / FFE=433.00 432 08 I �o 9Q Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 I , , , _ \ 1 !\ - _ _ , 3 58 I / tJZ � v8 h 432.33446.18I 32.57 X0""I445.68 TREE PRESERVATION 3.38 ---- - TP - TP -----45.97438" - `' 33. /�' ,'� \ _-__- ,_,- / \ \ 1 \ / - �� 43 5 � / � \ � _ '" _,\-, / / 432.33 tiR \ / 432.75 I & PROTECTION / , \ \ ,� � / \ , / � - - \\ `\i 3.311 I 2 432.33 `\ ` I W I /F F , _• _ - _ ___-- I , 1 2. t 6. 0 434.33 5 4 I 43.75 �BLDG' #2� � � I -434.334'0�0 I \ 433 3 46.21 _ -_ FFE=435.00-- / h \\ `, ----- `� / / \ 433.5 43 8 I \ TMI'453 .. O X46.04 \ • `� , / \ \ I / bk 47.0 44�. 4 \ _ - "44a _ - / I Qo I 24 UNITS I 3 -STORY X I / /� / 4132.75 1 / // / / 1 -7/ -- 434.33 I 0 � 4,5p. ` 1 / I 43.33 / / � / / TW:420.34 I 44 .10 `� 443. D------ =4t \� ► I 3.46 445.7 A4 \ _ _ � � I \ I ` / i 33.0 I / / / I 43 87 413.36 E 1 I ► / , TW:45.�6 1 I 1 / / / ' /' 4.5.25 \ - - _ - - 4 17 ---- - - - -' -- - _-------- __ 40.0 I / 1 \� 43. -- -- 4U. 0 - - ' / I I 33 9 I 44 3, 4 5 5 38 -- _ - I 1 / __ __ __ 4� 442 99 I 435. 5.93 \� 5. 44 8$ 40.5 / 4 3 4 ° 442 49 / \ I 1 43.37 I / / / / 1 / 1 1 ' ' / 1 I / / FFE = 4 3 7 p 1 -' 413.13 _ o E ` _ - - - 40.5 4133 4 \ 34.33434.7 I � . J.84 _ - l 23 46.', _ l�$ lAA„8 / -- 45.83 `\ 44.94 `� 445.6 442.87 442.68 N _ _ _ _ _ - _ - 440.03 \ 434.33 j 3410 / �� _ ---- - 434.33 � I�i /TW:4 1 43211.75 1 1 \ 447.08 0 `� 440.55 _ / 4 2 4;45.71 - - - _4_44_.51 - - D' \ 434.33 4452,1 444.01----��2.95 / - �� 434.33 1 I � i I I� `.`\ .2 ` 44366 _ - 49 -441,50 -' \ I I 446-81 _ _ 446.51 445 63 _ _ _ _ �4 3(3- - ,� 441.20 437. \ 4340 - _- 44280 R�6?� / 434,08 D \\ \ - ,. `\� \ 45.7�� 4513 - 440.70 37.1 433. 0 /, 435.00 `\ 446.31 .\' 43.10 4 30 `` \` 4 80 S 7 44.55 ` 45.5 - 444.36 442,20 441.50 / n / i i % l i l D \ 446.5 -443.4.!i ,' FFE=447.75 �`� 6.8� \\ ` TW:446.17 `� .95 4 5. \ / 2 434.08 \ 00 '' . / 447.08��\ 446.9\6 - y 4 5 \�� _ 43$.0 / / ' 34.8 / --\ FE=43,4.75' / '� I \ �\� \ \ - `\ °� 445.66\\\ \_-- "-- \ O \ ,'/ / 2 / 34.93, /' �� _�l \ 441.83 / ' / ' TW .Z4 4.50 2� 0 / / 435.4 �/ 5. f3 2 \ 443.83 \ 441.83 r5 , ' 6.00 / I 439 8 / 1 \ BLDG # 5 7. � \ 443.83 443.83 441.83 `` ' 7A�1„8 / /434.67 / �' / i / i SI 34.75/ / / i / 1 ` / / / / I I I - - J / , / / I I 1 I I 43 .0� I_j 1 = I o C \ \\ \ TIP \ \ , 1 \ `\\ 8 UNITS \`\ Tw: 4N60 \� BLDG #4 �� /' 00 , 4 4'35.15 135.59 / / / 4 ', ' / 447.6 / i ' 435 75 / 435.20 , �/ `4.43.83 i 43 08 \ \ / 1 I I i I j I i / I \ I C 446.JQ 24 U N ITS BW:441.00 42 0 4 6.10 2 -STORY 47.17 1 i �� I \ / `\ \ \ \ /FFE=442,.50 .60 •-' �4F.10 \� 443.83 3 -STORY 443.83 .' / 441.83 ,' p 1 1 / 44\7.08 08 I O .' / p ' 14 6.5 1 46.00 I 44\7.08 \ \ 447.75 446.86 .1 / 1 / , 9 50 / / 4 6.0 '' / /' I / '434,C18- < 434A8 434.8 - \ 44T.�5 446.36 FFE=444.50 - TW:442.30 I / / / I \ \ \ � ,/ / \ 441.83 / / 1436.50 I X O\O O O 447.50 1 43.00 / I I I I \ \ \ \ , /' / / \ 44`,,00 / / 44j ®0 1 O /436.00 I I - 4 p I / / BW:447.00 BW:448.30 BW:448.00 447 2 4461�/94 /' BW:442.00 l�� /' ' /� '� I be 449.44 442 I I Olo O 1 I 1 B I I 1 1 + 4,' / / / ,' /' i / 1 1 I i i X i I JI B �O I = 50 // W:446. TW:45 -' i A 30 0 30 60 90 =_ -- ---'- - -_- - -- _ - - - -_ __� - - - _ -----" - _ _ _---''�- - ------------------'' �/ - - - - BW:444.0C '--�// �- - _ -� - - - - - - - - - --- i ,'LIMITS OF DISTURBANCE / �' /` /- I I �/ / l / A - ------ _---'- SCALE. 1 - 30 I I I I ------------- _ I �- �-" I XI I J11 I II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 1 16 17 18 1 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 LT H OF 'D. Kent O'Donohue, Jr.a e Lie. No. 0406001683 s, k-09-2016 � ' \' P E AR U) I..L Q L.L Q O QCD Of m_ 0 U Z ZJ J O _j 0. W CIO 2 Z Q a_ Z 0 NQN Lr.Ln V i iI (D U � > D � LU Z J 0 U) LU o a (n LL] m a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1"=301 REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. JOB NO. 34160034 470 N ENEW61 1 450 440 L 1 430 K 420 410 J H 400 c H 450 440 G 430 F 420 410 E 400 D 390 380 C < BI STORM 1-12 PROFILE STORM 13-18 PROFILE 450 440 7)30 420 410 :ol 390 %11 480 470 U1 0011 450 11) 9) 440 (STR: 430 420 410 400 D COVER FOR SANITARY. • 3.5' MIN. COVER FOR STORM SCHEDULE • 1.5' MIN. SEPARATION BETWEEN SANITARY STR # TYPE NOSE TOP ELEV. HEIGHT LENGTH TOP=413.00 14 INV IN=408.93 (STR: 15) INV OUT=408.83 (STR: 13) TOP 416.20 16 INV IN=412.39 (STR: 17) INV OUT=409.89 (STR: 15) TOP=417.16 18 INV OUT=413.29 (STR: 1 PROP. GRADE EX. GRADE _ - 8" D.I. WIL 42.11 LF @2.14% HDPE 15" TYPE S HDPE DETENTION PIPE SLOPE INV. IN INV. OUT COMMENTS 1 UTILITIES. Q �0 O U o 202.25 18" 18" TYPE S HDPE 1.21% 424.45 422.00 2 DI -3A TYPE B 429.03 4.58 2.50 QJ O WEIR PLATE (SEE DETAIL) 191.64 LF @0.50% 24 TYPE S 12 7.24 LF @0.50% 17 TYPE S HDPE ST -1 3 Lu L 82.28 18" 18" TYPE S HDPE 0.62% 425.06 424.55 4 DI -3C TYPE B I+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+5 450 440 7)30 420 410 :ol 390 %11 480 470 U1 0011 450 11) 9) 440 (STR: 430 420 410 400 D UTILITY NOTES: • 3.0' MIN. COVER FOR SANITARY. • 3.5' MIN. COVER FOR STORM SCHEDULE • 1.5' MIN. SEPARATION BETWEEN SANITARY STR # TYPE NOSE TOP ELEV. HEIGHT LENGTH DIAMETER MATERIAL SLOPE INV. IN INV. OUT COMMENTS 1 UTILITIES. Q �0 O U o 202.25 18" 18" TYPE S HDPE 1.21% 424.45 422.00 2 DI -3A TYPE B 429.03 4.58 2.50 QJ O ST -1 3 Lu L 82.28 18" 18" TYPE S HDPE 0.62% 425.06 424.55 4 DI -3C TYPE B 429.29 4.23 1 6.00 1 ST -1 5 186.25 15" 15" TYPE S HDPE 2.23% 429.31 425.16 6 DI -313 TYPE B 433.23 3.92 6.00 7 82.89 15" 15" TYPE S HDPE 0.60% 429.91 429.41 8 MH -2 435.52 5.61 ST -1 9 59.14 15" 15" TYPE S HDPE 0.51% 430.31 430.01 10 DI -3A TYPE B 434.23 3.92 2.50 11 9.50 12" 12" TYPE S HDPE 3.58% 430.75 430.41 12 NYLOPLAST 433.33 2.58 INLINE DRAIN WITH DOME GRATE 13 127.24 18" 18" TYPE S HDPE 0.50% 408.83 408.19 14 DI -36 TYPE B 413.00 4.17 10.00 ST -1 15 191.64 24" 24" TYPE S HDPE 0.50% 409.89 408.93 16 DI -313 TYPE B 416.20 6.31 6.00 ST -1 17 1 1 1 42.11 15" 15" TYPE S HDPq 2.14% 413.29 412.39 18 DI -313 TYPE B 1 417.16 1 3.87 1 4.00 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. • CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES. Q �0 10 0 10 20 30 VERTICAL SCALE: 1 " = 10' 30 0 30 60 90 HORIZONTAL SCALE: 1 " = 30' 101 �© -© ILI IKI Iii IHI IGI IFI IEI ICI �: IAI 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 0 °r f "D. Kent O'Donohue, Jr.a C, Lic. No. 0406001683 12-09-2016 w Sc4 P E V) DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN Q Z Q W U E �'n J Q �0 O U o W � O U > QJ O cn cn Lu L m Q C� G DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. C10 of 20 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, D � f "D. Kent O'Donohue, Jr.a C, Lic. No. 0406001683 &, k-09-2016 w PE ARC U) I- 00 Q I..L Q O C� m_ U Z Z_j J �p J O Nj 0. LU C� G U) LJJ J_ LL O LJJ Z NJ L.L _U Q _ 07 F5 J J Cn O U Cn ii Z O LU J Q m J Q DRAWN BY DKO DESIGNED BY DKO 1 2 3 4 5 6 DATE 09-07-2016 7 8 9 10 11 1 12 1 13 14 1 15 16 17 18 19 20 21 WATERLINE #1 PROFILE 0 0 480 470 N w N w 2 N 460 12" HDPE BLDG #5 ROOF DRAIN LINE @ z 1.0% SLOPE M PROP. GRADE / � � � INV=440.83 Q M 450 i 12 HDPE BLDG #4 ROOF / DRAIN LINE @ 2.2% SLOPE / INV=435.12 440 L i 8" HDPE BLDG #3 ROOF L DRAIN LINE @ 1.8% SLOPE _ — INV=426.88 — — 45' BEND 430 90° BEND 45° BEND STA. 15+07 STA. 15+84 8x8x6" TEE7 8" G.V. 45° BEND 8" D.I. WL STAG ASSEMBLY STA. 15+78 K 8" G.V. / STA. 12+08 13+19 STA. CONN. TO BLDG, K 420 STA. 10+03 / 82.28 LF @0.62% CONN. TO WATERLINE #2 82.89 LF @0.60% 8x8x8" TEE CONN. TO EX. 12" WL 45° BEND 18" TYPE S HDPE 8x8x8" TEE 15" TYPE S HDPE STA. 15+75 12x12x8" TEE 45° BEND STA. 11 +47 STA. 13+16 STA. 10+00 STA. 11+05 410 298.00 LF @0.30% J CONTR. TO VERIFY 10 SDR -35 PVC J DEPTH & LOCATION OF EX. 12" W.L. 45° BEND 400 42.11 LF @2.14% STA. 10+35 15" TYPE S HDPE 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 _ 460 460 460 cn — — / F w F J 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+67 TAP CONN. FOR DOM. CONN. TO BLDG. #5 BLDG #1 UTILITY NOTES. 8x8x4" TEE CONN. TO WATERLINE #1 STA. 19+33 8x8x8" TEE END OF PUBLIC W 0 3.0' MIN. COVER FOR SANITARY. 22.50' BEND 430 430 STA. 13+16 FIRE LINE 1- FO- 430 0 3.5' MIN. COVER FOR WATER. STA. 19+24 BLDG. #2 0 1.5' MIN. SEPARATION BETWEEN 22.50° BEND --_8" G.V. SANITARY AND WATER. STA. 18+95 186.25 LF @2.23% STA. 11 +01 1.0' MIN. SEPARATION BETWEEN D 8" G.V. 15 TYPE S HDPE 121.62 LF @11.54% STORM AND WATER OR SANITARY. D STA. 18+90 SDR -35 PVC CONTRACTOR TO FIELD VERIFY CONN. TO BLDG. #4 420 420 8x8x6" TEE8" 420 LOCATION AND DEPTH OF ALL F.H. ASSEMBLY ox, EXISTING UTILITIES. 8x8x8" TEE STA. 10+46 STA. 18+87 18.64 LF @ 19.80% 8x8x6" TEE 4" SDR -35 PVC F.H. ASSEMBLY 90° BEND STA. 18+81 410 410 STA. 10+84 410 C C DOM. CONN. TO BLDG. #2 8x8x4" TEE STA. 10+89 400 400 400 10 0 10 20 30 B mom 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 �,T H OF, D � f "D. Kent O'Donohue, Jr.a C, Lic. No. 0406001683 &, k-09-2016 w PE ARC U) I- 00 Q I..L Q O C� m_ U Z Z_j J �p J O Nj 0. LU C� G U) LJJ J_ LL O LJJ Z NJ L.L _U Q _ 07 F5 J J Cn O U Cn ii Z O LU J Q m J 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 SHEET N C11cof20 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 °r r "D. Kent O'Donohue, Jr.a C, Lic. No. 0406001683 &, k4_l,C2-09-2016 P E A? U F5 J J_ O U U) ii DRAWN BY DKO DESIGNED BY 1 2 3 4 5 6 7 1 8 1 9 1 10 1 11 1 12 13 14 15 16 17 18 19 20 21 SANITARY C -H PROFILE 0 0 480 480 470 470 N N -OF TOP=435.28 STA=14+04.69 INV IN=430.47 (N) 460 - INV OUT=430.27 (SE) TOP=439.94 460 @G STA=14+81.26 INV IN=434.14 (NW) E TOP=435.37 INV OUT=433.94 (S) / H TOP=445.61 STA=13+12.99 12" HDPE BLDG #5 / STA=17+09.76 M INV IN=428.57 (NW) _ - INV IN=439.20 (W) M 450 PROP. GR DE INV OUT=428.37 (NE) 0 DAN -LINE-t� INV OUT=439.00 (SE) 450 ADE EX. G AD 12" HDPE BLDG #4 INV=435.49 ROOF DRAIN LIN @ _ 2.2% SL PE i INV=43 .49 8" MAIN WL 440 TOP=427.37 440 STA=13+01.36 D TOP=431.61 L INV IN=412.58 (NW) STA=11+21.62 L INV OUT=412.38 (NE) / INV IN=426.81 (SW) @2.13% _ INV OUT=426.61 (SE) 82.89 LF @0.60% 228.51 LF ,> PVC 8 SDR -35 430 15" TYPE S HDPE LF @4 53% - 430 T791.70 @ 1.85% 76 57 g" SDR -35 PVC 14.14 LF @3.61 % r8p-pD.I. 191.37 L F @0.82% LF g SDR -35 PVC 6" SDR -35 PVC 8" SDR -35 PVC K WL 186.25 LF @2.23% 714.14 K 420 15" TYPE S HDPE 14.14 LF @1.06% 420 6" DR -35 PVC S 18.64 LF @19.80% LF @1.98%. 4 6" SDR -35 PVC G 410 g" S� 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 STA=15+99.37 TOP=427.37 INV IN=411.49 (SW) � STA=13+01.36 INV OUT=411.29 (SE) INV IN=412.58 (NW) TOP=417.54 G 440 INV OUT=412.38 (NE) EXe STA=15199.37 440 G SOP=13*01. INV IN=412.84 EXC STA=13101.36 � INV OUT=412.64 () ) /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 /NV OUT=415.67 (NE) R4nFINV IN=411.20 (NW) 430 - 430 X. GRADE TOP=418.44 EXA STA=16+39.61 _ � INV 1N=412.62 (NW) F 298.00 LF @0.519 EX. 10" 5DR-35 PVC 420 - - _ _ _ _ _ 420 3.0' COVER MIN. 301.36 LF 00.439 ° E 410 EX. 10" SDR -35 PVC 298.00 LF @0.30% 410 E SEE PLAN FOR 8" D.I. WLJ 10" SDR -35 PVC 30.24 @0.30% 40.24 LF @0.059 UTILITY NOTES: PUMP AROUND 10" SDR -35 PVC EX. 10" SDR -35 PVC • 3.0' MIN. COVER FOR SANITARY. MANHOLE IS TO BE 3.5' MIN. COVER FOR WATER. 400 _ INSTALLED BY 400 1.5' MIN. SEPARATION BETWEEN OTHERS 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 W M IN B VERTICAL SCALE: 1 " = 10' 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 T H OF °r r "D. Kent O'Donohue, Jr.a C, Lic. No. 0406001683 &, k4_l,C2-09-2016 P E A? U F5 J J_ O U U) ii 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 cC12 SHEET NO. 20 JOB NO. 34160034 ©■■ HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. 7AESS -on---SIGN TO BE OMITTED FOR SPACES THAT ARE NOT VAN ACCESSIBLE STEEL TUBE PIPE o CONDITION AT CONC WALK I CONDITION AT PLANTER AREA 1' DIA CONC FOOTING L I-ffL-!J HANDICAP SIGNPOST DETAIL HI 0� o■■ ©■■ Til CI :I �JJ��I•�J�1��d�►llllllllf, • - �I��d►1��lINxi�C•L�y�l HANDICAP ACCESS DETAIL N.T.S. HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. -J CIZ-X9 SIGN TO BE OMITTED FOR VAN ACCESSIBLE SPACES THAT ARE NOT VAN ACCESSIBLE PENALTY =100-500 FINE III -III- _ TOW -AWAY ZONE 2H OR FLATTER /\\/j\\/fill III -III -III -III -III_ STEEL TUBE PIPE /\/�I-I 1=1 1=1 1=1 1=1 1=1 I - 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 /\\i�\i��2� III -III -III -III -III -III -III -11 6 DIA CONC FILLED STEEL GUARD /\\//\\//\\�/s-111=111=111=111=111=111=1111 POST, PAINTED OSHA YELLOW W/ lllllllllllllllllllllllllllllllllI-IlI-Illll - = SMOOTH CROWN ON TOP o �_ 0 1-1 1-1 1-1 1-1 1-1 1-1 1 1 o c� ll l ll l lI I ll l ll i I -I I I -I 1111111 I -I 1 I -I 1111111 RETAINED _SOIL- II co z III-III-IIII II II II II II II 111 11 111 11 111 11 11 11 11 11 V o =III=III=III=III -IN =111=111=11111 o Q \\/\\x111=111-111-111-111=111 III III 111 111-1 III111-111-11 ^U-, O \/ill1=11=11=11=11=11=11--- 11=11=11=11-1 m \�'1=III=III=III=III=III=III--III--III--III--III=11 0_ SLOPE TO GRADE 1111111111111111111111111111111111111111 111 111 111 111 11111111111111 SEALANT 1=1 11=1 11=1 I I -III -III -III -III -III -III -III -I 11-1 III=III=III=III=III=III=III=III=III=III=III=11 GRADE LEVEL _I -III -III -III -III -III -1 1=1 1=1 1=1 1=1 1=1 1= -III-III-III-III-III-III-III-III-III-III-III-I I I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1= _ PER DESIGN TYPICAL RETAINING WALL SECTION N.T.S. GEOSYNTHETIC REINFORCEMENT, PER MANUFACTURER. VDOT CLASS A3 AIR ENTRAINED CONC. SIDEWALK CROSS i SLOPE 1.8% MAX FINISH GRADE REINFORCED EARTH BACKFILL, PROPOSED SURFACE SEE GENERAL NOTES FOR K REQUIREMENTS X44" PRECAST CAP BLOCK, I SECURE TO BLOCK BELOW BENCHED PROPOSED BASE PER ANCHOR SPECS. d 10" LONG #6 REBARS �4 EACH POST) SEGMENTAL RETAINING WALL D BLOCKS (TYP.) \\\\\\\\\\\\\\\\\\\\\\\ COMPACTED GRAVEL VDOT ' ' ° #57 OR EQUIV.) SURROUNDING J -III- DRAIN TILE III --III- _ _ III -III -III ° Oq ` d: .&'., WRAP CLEAN GRAVEL W/ O o. _�. `'� : . �.v:,, '� c .O P a . 'O e. _•O:O ..KYu': q...� p0. e:4.:O�a ..Q.p::'. :.;. .,0.4. r:6 o.. .4,0.: *4r •d'�A:::, .*.e,a..aro_s :fi O+q.a_b. ,. O•:_k '•: '• ,•: 't GEOTEXTILE FILTER FABRIC 4" STONE BASE REQ'D s" 24" 4" PERF. PVC FOUNDATION 26.0 In Z DRAIN PIPE IN CLEAN GRAVEL HANDICAP BOLLARD SIGNPOST DETAIL 0 (VDOT #78 OR EQUIV.), DRAIN OF THE SUBSURFACE COURSES PROVIDED A U) TO DAYLIGHT BUT MAY BE BID AS AN ALTERNATE. 0 PROVIDE DAYLIGHT DRAIN THRU 5. n [if WALL ® 40'-0" O.C. MAX. AND CURB AND GUTTER CONTRACTOR N.T.S. Bi mm APPROX. FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS 39 inn TOE, SEE GRADING PLAN 24 in @ 20' 0" O.C. (MAX.) COMPACTED GRAVEL (VDOT 6.5 ire 36.0 in #67 OR EQUIV.) BASE HI 0� o■■ ©■■ Til CI :I �JJ��I•�J�1��d�►llllllllf, • - �I��d►1��lINxi�C•L�y�l HANDICAP ACCESS DETAIL N.T.S. HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. -J CIZ-X9 SIGN TO BE OMITTED FOR VAN ACCESSIBLE SPACES THAT ARE NOT VAN ACCESSIBLE PENALTY =100-500 FINE III -III- _ TOW -AWAY ZONE 2H OR FLATTER /\\/j\\/fill III -III -III -III -III_ STEEL TUBE PIPE /\/�I-I 1=1 1=1 1=1 1=1 1=1 I - 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 /\\i�\i��2� III -III -III -III -III -III -III -11 6 DIA CONC FILLED STEEL GUARD /\\//\\//\\�/s-111=111=111=111=111=111=1111 POST, PAINTED OSHA YELLOW W/ lllllllllllllllllllllllllllllllllI-IlI-Illll - = SMOOTH CROWN ON TOP o �_ 0 1-1 1-1 1-1 1-1 1-1 1-1 1 1 o c� ll l ll l lI I ll l ll i I -I I I -I 1111111 I -I 1 I -I 1111111 RETAINED _SOIL- II co z III-III-IIII II II II II II II 111 11 111 11 111 11 11 11 11 11 V o =III=III=III=III -IN =111=111=11111 o Q \\/\\x111=111-111-111-111=111 III III 111 111-1 III111-111-11 ^U-, O \/ill1=11=11=11=11=11=11--- 11=11=11=11-1 m \�'1=III=III=III=III=III=III--III--III--III--III=11 0_ SLOPE TO GRADE 1111111111111111111111111111111111111111 111 111 111 111 11111111111111 SEALANT 1=1 11=1 11=1 I I -III -III -III -III -III -III -III -I 11-1 III=III=III=III=III=III=III=III=III=III=III=11 GRADE LEVEL _I -III -III -III -III -III -1 1=1 1=1 1=1 1=1 1=1 1= -III-III-III-III-III-III-III-III-III-III-III-I I I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1= _ PER DESIGN TYPICAL RETAINING WALL SECTION N.T.S. GEOSYNTHETIC REINFORCEMENT, PER MANUFACTURER. VDOT CLASS A3 AIR ENTRAINED CONC. SIDEWALK CROSS i SLOPE 1.8% MAX FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS PROPOSED SURFACE @ 20' 0" O.C. (MAX.) z IIII=IIII- I, °6 X44" S.S SMOOTH DOWEL W/ I ti� CLASS A3 TOP OF BENCHED PROPOSED BASE CONCRETE PAVEM ENT d 10" LONG #6 REBARS �4 EACH POST) -0 ° 00 =IIII=IIII=III =____ D c0 \\\\\\\\\\\\\\\\\\\\\\\ 4 ' ' ° -III-III-III-III-III-III HE- IIII-III -111-111 D. -III- ° ° ' .'d 'p. wA :.:0'. b e y' �' a a . •.,e. • III --III- _ _ III -III -III ° Oq ` d: .&'., °°p .D :`..00".Q'e:Pd::a:•OO."O;P.,Q ••f _III=III' rl O o. _�. `'� : . �.v:,, '� c .O P a . 'O e. _•O:O ..KYu': q...� p0. e:4.:O�a ..Q.p::'. :.;. .,0.4. r:6 o.. .4,0.: *4r •d'�A:::, .*.e,a..aro_s :fi O+q.a_b. ,. O•:_k '•: '• ,•: 't e e.. `O : `O'v .� - .. c7 ' •: ci.' •'o�' y.� .• 04'P• c. ' ''d°: e` 4" STONE BASE REQ'D s" 24" WITHIN STATE MAINTAINED 1211 26.0 In RIGHT-OF-WAY THE BOTTOM OF THE CURB & GUTTER MAY HANDICAP BOLLARD SIGNPOST DETAIL BE CONSTRUCTED PARALLEL TO THE SLOPE *STONE BASE IS NOT REQUIRED OF THE SUBSURFACE COURSES PROVIDED A IN PRIVATELY DEVELOPED SITES MINIMUM DEPTH OF 7' IS MAINTAINED BUT MAY BE BID AS AN ALTERNATE. DETAIL -UTILIZATION OF THE STONE BASE 5. n TO BE COORDINATED WITH THE ENGINEER CG -6 (WET) DETAIL AND CURB AND GUTTER CONTRACTOR N.T.S. Bi mm FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS 39 inn 24 in @ 20' 0" O.C. (MAX.) 18.0 ire 6.5 ire 36.0 in 4 2410NP ROUGH GRADE 181 rm 457 mm CLASS A3 14 mm 143 mm 3015NP CONCRETE (o TOP OF 7..5 In 12.0 In 8.6 In PAVEMENT � a ' ° 05 mm 8 mm 1473 nim ° 3/8 3815NP M -III-III-III-III-I I � I '. ' ... d. ° °..:. a° °. 25.0 In A In 5a.0 In d ° \ f 191 mm1 4 d d ° 8mm 94T3 mrn 800 mm O•'o. d ° .4 ).e a b.•.oQ.o '.q0.0 `'B e'bQ-::e..e - :'v .Q. o _ .o:..:Q:'o: :'O. o..e: •.O ..o �: :.�. ,•� :.d� ', c'.. •� 'D.o .e y..:. '-e THE BOTTOM OF THE Q ,e .•e.• a:•O:b: :'�A •O�o 't'•e:: Op. e�.e6 bur .e..•e �:. .'.a': .r.�e'-' d p:4.:a•a O 11 .,e'P: oo" :•p 9: G7.::' O. .:p,.o..CJ'!,. .. o'O.•.e'q. 'o.0'"+: .9..O.�.e ..80. v,. . -%a' •Qe�e .,o.. ..®ed •aa"� •.e �:d •��? re CURB AND GUTTER MAY o . , o . •o d BE CONSTRUCTED PAR- ALLEL TO THE SLOPE d 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 PARKING LOT „ 6 MATCH SLOPE ON PLAN +2 - 24"I DIA CONC AT 6" POST avvo PROPOSED SURFACE D.. z IIII=IIII- I, °6 COURSE S.S SMOOTH DOWEL W/ 4 D IIII=III =IIII BENCHED PROPOSED BASE D' ° � L ° d 10" LONG #6 REBARS �4 EACH POST) -0 ° 00 =IIII=IIII=III =____ 0 00o PAVEMENT COURSE o o JOINT So ooh 4 F PROPOSED AGGREGATE CONCRETE SLAB it NOTE: REFER TO ARCHITECTURAL PLANS FOR MATCH IIII=IIII- _ _ IIII -IIII -IIII IIII SIDEWALK MATCH pq.�oo o V o`��/�`� SUB BASE ZS' O mrn N ADDITIONAL DETAILS. ARCHITECTURAL PLANS DETAIL PAVEMENT COMPACTED G'a.o'''A '^�'o4'�f7:'•:u'a:.o•'p'oo'• '"v•,.`u•O d,. o.'n'fj p', o:�e ao. b �c op'�. e.'e o':• �� o. SHALL GOVERN IF THERE ARE ANY DISCREPANCIES. DETAIL \ 95% COMPACTED .. .:.'or+:e: '6: '��'�.;o-'oca�. :. .. ., ..�' 'c. :.a.'.d..�.Oq"'o..:e:•.'po; 6.6 In 26.0 In SUB -GRADE HANDICAP BOLLARD SIGNPOST DETAIL 165 mrn 54 mm COMPACTED 635 mm MONOLITHIC SIDEWALK DETAIL PAVEMENT JOINT DETAIL DETAIL CURB AND GUTTER JOINT 5. n N.T.S. In S. WIF)TH PFR PI ANIC 6"X6" W2.9XW2.9 WWF 1/2" PREFORMED EXPANSION JOINT FILLER WHERE ADJACENT TO BUILDING CLASS A3 AIR VARIES FINISH GRADE ROUGH GRADE 4" TOP OF PAVEMENT -111-1 I I- - ° D 'o''git ' ,a;•o�.a.:o. '•e"_ Po•o' a ?' a''•c< I III -III O ' _I I -I I I _ D:.p ^: : o:�. '•::p. ` .,'O.�:o:: ...,0 :o ,:.Q .fo..'. N D -4 W. CLASS A3 CONCRETE Po:. '.e o: •.b:�'. .e .d ::• • 'b a :: A e::.:., 0•: . .�9. D .o�:�o� '� 'q CO •'o. 'e�6' ��.�. •. a .:n o:':o , •,.e . :o: e o CG -2 DETAIL N.T.S. FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS ® 20' 0" O.C. (MAX.) 4" I ti� CLASS A3 TOP OF CONCRETE PAVEMENT III -III -III ° D.: D . ....: _ D -III-III- ° °:.PSb:.omGp.: D ° °' °. III_III-III '.:`e•.o'o•:e ad D° ....eo..b+� III -III D . d. •O' •O' •O' 'O:' •4.•. 4 . p.. *4n e. 'a.,C7 :.::.•. .,. 'a..o" O" • .A o' d o`O ,.^. a.o...p •..:.e v'.. .off q..e O,: •a00dao•.e=A,:,do.e:s'b' ra.4o d ::b d'"o ebo..e.;�o':•c.�:�o- e.. fid'•'..: ..° ;d.: 1---12- 24" S.S. SMOOTH DOWEL SEE DETAIL BELOW E PANS ON OIDE NT COMPRESSIBLE FILLER N.T.S. *PAVEMENT DESIGN SHALL BE SM -9.5 A BITUMINOUS „ CONFIRMED BY GEOTECHNICAL CONCRETE PAVEMENT 1/4 RAD- ENGINEER BEFORE SITE IS BM -25 BITUMINOUS EXCAVATED TO SUBGRADE LEVEL CONCRETE PAVEMENT SM -9.5 A BITUMINOUS 6" THICK I I v° 4" CONCRETE PAVEMENT -ASPHALT PAVEMENT CONCRETE SLAB ENTRAINED CONC W/ 6X6 % WWF „ TOOLED EDGE d d d 6 „ VDOT #21A (1) #4 CONT. SLOPE PER PLAN 6" VDOT #21 A a A 4 AGGREGATE � N a' AGGREGATE BASE s" 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 on 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 Dice using flexible elastomeric seals. The flexible elastomeric Seals shall conform t0 ASTM F477. The pipe bell spigot sha 11 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. NYLOPLAST INLINE DRAIN WITH DOME GRATE (1) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. 0 i1 8" - 3ir MINIMUM PIPE BURIAL DEPTH PER PIPE INVERT ACCORDING TO MANUFACTURER PLANSITAKE OFF RECOMMENDATION N.T.S. WHEN ARE INLINE DRAINS USED? 2708AG --X 2710AG --X 2712AG _ _ X 2715AG _ _ X 271BAG X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF WLOPL48T INLINE DRAIN DRAIN BASIN AND INLINE DRAIN DRAIN BASIN I\\\\\\\\\\�\\\\\\\\\\\\ . . IIn. - 1: TO ENTER AN EXISTING LINE Uenlr A TCC + OICCO 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 , t8 24 and 34 shall be made speccally for each fitting t0'INLINEDRAIN 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 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 class 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. 2808AG__x 4: FOR SHALLOW 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 I 2824AG __X OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & 2830AG __X &• B. I BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM DM21. I � - CORRUGATED A' HDPE PIPE SMOOTH WALL PVC B PRINT DISCLOSES BUBA3Cr WrER IN MCH DRAWN MY l:.M WERLAL r190VER'OMAAVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE 1-STRUCTURES&ADAPTERS AVAILABLE IN SIZES 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 ALM GRADE 7040.05. 2 -ADAPTERS CAN BE MOUNTED ON ANYANGLE 0" TO 380', TO DETERMINE AAJ8rHA8PR4PWErARY PoGHTB THE RT3C9Pr lIIFORD,aIIl� S NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30519 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 POBBES9f71i Of T"15 SW DOES NOTCONFEIR BAN &IBM PNI (R1jt» 2- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESS ION OF THIS PRINT DOES NOT CONFER, DATE 0.25-10 mil(770)932-2443 MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 OR POSSESSION of THIS PRINT DOES NOT CONFER DATE 8+10-00 PHN(M)992-2413 WSFERORLIEMEETHE USE OFTHE DESIBNOR � �� ^�S+f• FAXfnt190 " ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), TRANSFER OR LICENSE THEUSE OFTHE DESIGNOR 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 y FAX (770( 9YG24911 �HNIG� INFORMATION 3FF HEREIN R[VMo � CCA I'MI071�ANS wsrr.O,IoPhsDaass N-12 HP, & PVC SEWER (4'-241. TECHNICAL INFORMATION SHOWN HEREIN APPD BY CCA PROJECT NOJNAME N•• tO ast ' .nylopiwt-us.mm RISERS ARE NEEDED FOR BASINS OVER 84" DUETO SHIPPING RESTRICTIONS TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNANE �•� �O ��t �.nyloplut� G MDUCTI M OF TH B PRWT OR ANY INFORWJUM TILE 3 - 8"- 30" DOME GRATES HAVE NO LOAD RATING REPRODUCTION OF THIS PRINT ORANY INFORMATIONSEE DRAWING NO. 7001-11 TTTLE 0-065 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE nAN® H MN. CR KMWACTURE Of AV RATE ON6411 CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 08.27.13 INLINE DRAIN WITH DOME GRATE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 1.140 197.E HEAFFMK FORTHE OISCLDSURE TO OnEW 8 N- iA N NIJi DRIIN SFSCRCIn1�R ARTICLE HEREFROM, FOR THE DISCLOSURE MOTHERS OUICK SPEC INSTALLATION DETAIL ARTICLE HERE FROM, FOR THE DISCLOSURE TO OTHERS BIN • SO IN TYPICAL INSTALLATION OPTpN$ OF�D�71, F7EC�i BYSPECFC WRmBI IS FORBIDDEN, EXCEPT BY SPECIFIC WRFnEN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN Hr4S10y F73711,ryL Lq,. 001.9W A 9011E 1.1 9rffr IOF1 A"H0. 790yitIF099 HEY • PERMISSION FROM NYLOPLAST. mmla monrST DWG SITE A SCALE 1:40 SHEET 1OF1 DWO NO, 7003.116957 REV C PERMISSION FROM NYLOPLAST. mama morusr DWG SIZE A I SCALE 1:40 SHEET 10F1 DWG NO. 7001.110-M REV D TOP V Ery FLARED END SECTIONS THRFA[)ED POD /WING NIBS AND SPA•:ERS :E NOTE r� fir RIGHT SIDE b1EW PART# WITH RECESSED SEALANT A D.. . .I>T> °D.D . D'° D.., R.; ° S.S SMOOTH DOWEL W/ 4 D b q D EXPANSION CAP OR D' ° � L ° y D' ° SLEEVE AT ONE END 1210NP 4 4 ° CONCRETE SLAB •: Goo. °;.�p;. e�::a �o,t pb :a. >e.�� e'e•p.o�Q�:'p0 e: b_'bp eke �0 300 mm)i mrn mm '°a,eb:.•.:;..o..F COMPACTED G'a.o'''A '^�'o4'�f7:'•:u'a:.o•'p'oo'• '"v•,.`u•O d,. o.'n'fj p', o:�e ao. b �c op'�. e.'e o':• �� o. 1�r1QNP :fid.:. '.'..:.: AGGREGATE .. .:.'or+:e: '6: '��'�.;o-'oca�. :. .. ., ..�' 'c. :.a.'.d..�.Oq"'o..:e:•.'po; 6.6 In 26.0 In 29.D In 375 mm 165 mrn 54 mm COMPACTED 635 mm S U B G RAD E \/ DETAIL CURB AND GUTTER JOINT N.T.S. *PAVEMENT DESIGN SHALL BE SM -9.5 A BITUMINOUS „ CONFIRMED BY GEOTECHNICAL CONCRETE PAVEMENT 1/4 RAD- ENGINEER BEFORE SITE IS BM -25 BITUMINOUS EXCAVATED TO SUBGRADE LEVEL CONCRETE PAVEMENT SM -9.5 A BITUMINOUS 6" THICK I I v° 4" CONCRETE PAVEMENT -ASPHALT PAVEMENT CONCRETE SLAB ENTRAINED CONC W/ 6X6 % WWF „ TOOLED EDGE d d d 6 „ VDOT #21A (1) #4 CONT. SLOPE PER PLAN 6" VDOT #21 A a A 4 AGGREGATE � N a' AGGREGATE BASE s" 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 on 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 Dice using flexible elastomeric seals. The flexible elastomeric Seals shall conform t0 ASTM F477. The pipe bell spigot sha 11 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. NYLOPLAST INLINE DRAIN WITH DOME GRATE (1) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. 0 i1 8" - 3ir MINIMUM PIPE BURIAL DEPTH PER PIPE INVERT ACCORDING TO MANUFACTURER PLANSITAKE OFF RECOMMENDATION N.T.S. WHEN ARE INLINE DRAINS USED? 2708AG --X 2710AG --X 2712AG _ _ X 2715AG _ _ X 271BAG X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF WLOPL48T INLINE DRAIN DRAIN BASIN AND INLINE DRAIN DRAIN BASIN I\\\\\\\\\\�\\\\\\\\\\\\ . . IIn. - 1: TO ENTER AN EXISTING LINE Uenlr A TCC + OICCO 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 , t8 24 and 34 shall be made speccally for each fitting t0'INLINEDRAIN 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 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 class 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. 2808AG__x 4: FOR SHALLOW 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 I 2824AG __X OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & 2830AG __X &• B. I BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM DM21. I � - CORRUGATED A' HDPE PIPE SMOOTH WALL PVC B PRINT DISCLOSES BUBA3Cr WrER IN MCH DRAWN MY l:.M WERLAL r190VER'OMAAVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE 1-STRUCTURES&ADAPTERS AVAILABLE IN SIZES 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 ALM GRADE 7040.05. 2 -ADAPTERS CAN BE MOUNTED ON ANYANGLE 0" TO 380', TO DETERMINE AAJ8rHA8PR4PWErARY PoGHTB THE RT3C9Pr lIIFORD,aIIl� S NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30519 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 POBBES9f71i Of T"15 SW DOES NOTCONFEIR BAN &IBM PNI (R1jt» 2- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESS ION OF THIS PRINT DOES NOT CONFER, DATE 0.25-10 mil(770)932-2443 MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 OR POSSESSION of THIS PRINT DOES NOT CONFER DATE 8+10-00 PHN(M)992-2413 WSFERORLIEMEETHE USE OFTHE DESIBNOR � �� ^�S+f• FAXfnt190 " ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), TRANSFER OR LICENSE THEUSE OFTHE DESIGNOR 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 y FAX (770( 9YG24911 �HNIG� INFORMATION 3FF HEREIN R[VMo � CCA I'MI071�ANS wsrr.O,IoPhsDaass N-12 HP, & PVC SEWER (4'-241. TECHNICAL INFORMATION SHOWN HEREIN APPD BY CCA PROJECT NOJNAME N•• tO ast ' .nylopiwt-us.mm RISERS ARE NEEDED FOR BASINS OVER 84" DUETO SHIPPING RESTRICTIONS TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNANE �•� �O ��t �.nyloplut� G MDUCTI M OF TH B PRWT OR ANY INFORWJUM TILE 3 - 8"- 30" DOME GRATES HAVE NO LOAD RATING REPRODUCTION OF THIS PRINT ORANY INFORMATIONSEE DRAWING NO. 7001-11 TTTLE 0-065 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE nAN® H MN. CR KMWACTURE Of AV RATE ON6411 CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 08.27.13 INLINE DRAIN WITH DOME GRATE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 1.140 197.E HEAFFMK FORTHE OISCLDSURE TO OnEW 8 N- iA N NIJi DRIIN SFSCRCIn1�R ARTICLE HEREFROM, FOR THE DISCLOSURE MOTHERS OUICK SPEC INSTALLATION DETAIL ARTICLE HERE FROM, FOR THE DISCLOSURE TO OTHERS BIN • SO IN TYPICAL INSTALLATION OPTpN$ OF�D�71, F7EC�i BYSPECFC WRmBI IS FORBIDDEN, EXCEPT BY SPECIFIC WRFnEN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN Hr4S10y F73711,ryL Lq,. 001.9W A 9011E 1.1 9rffr IOF1 A"H0. 790yitIF099 HEY • PERMISSION FROM NYLOPLAST. mmla monrST DWG SITE A SCALE 1:40 SHEET 1OF1 DWO NO, 7003.116957 REV C PERMISSION FROM NYLOPLAST. mama morusr DWG SIZE A I SCALE 1:40 SHEET 10F1 DWG NO. 7001.110-M REV D TOP V Ery FLARED END SECTIONS THRFA[)ED POD /WING NIBS AND SPA•:ERS :E NOTE r� fir RIGHT SIDE b1EW PART# PIPE SIZE A B(WK H L W 12 in 6.5 it 10.0 in 6.5 in 25.0 in 29.D in 1210NP 300 mm)i mrn mm 1 mm mm mm 1�r1QNP 161n 6.5 In 10,0 In 6.6 In 26.0 In 29.D In 375 mm 165 mrn 54 mm 165 mm 635 mm 37 rrrn 1610NP 111111 n 7.5 5. n .5 n In S. 191 mrn Bi mm 12 mnn 813 mm 39 inn 24 in 7.5 in 18.0 ire 6.5 ire 36.0 in 45.0 n 2410NP 181 rm 457 mm 186 mm 14 mm 143 mm 3015NP 34 In 7..5 In 12.0 In 8.6 In 68.0 In 63.D In 191 "IM 05 mm 8 mm 1473 nim 6013mm 3815NP In 7.5 In 25.0 In A In 5a.0 In U3.0 In f 191 mm1 fS35 mm 8mm 94T3 mrn 800 mm NOTE: ALL NIIdENSIONS AFE NOMINAL I FKUFJ I �ILW ,u•,er+ceo osW xeff ssnals, Inc. �0 �0 2" F 8" ■■© -❑1 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 0 yj n f • r, "D. Kent O'Donohue Jr.a Lic. No. 0406001683 ti 12-09-2016 w SC,4 P E A i ii (7 U U } W Z J 0 U) UJ J 0 Q U Cn LLl 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 SHEET NO. JOB N0. 34160034 I VDOT General Notes 01-3A, 3B. 3C EXPANSION KEYED 1'-93/4" DIA. NO.TEst FOR DETAILS OF INLET JOINT CONST. THE LETTERS V.D.O.T. ARE OPTIONAL, V1. All work on this project shall conform to the current editions of and latest revisions to EXPANs,ON JOINT 3'-1❑" FRAME & COVER y BARS D 2r- APPROACH IF USED THE LETTERS ARE TO BE BACK OF SIDEWALK JOINT GUTTER CAST IN THE DEPRESSION 1N TOP OF the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and SEE STANDARD IC 2. BAR G 2 WARPED 3�" 1/g" fid' COVER 1" WIDE AMU RA15ED 3/p" HIGH O Standards, the Virginia Erosion and Sediment Control Regulations, and any other BARS c 4 2" ca currER =T 11/2 1I� As SHOWN. applicable state federal or local regulations. In case of a discrepancy or conflict between : BARS C N T 4 I)p gu p Y 2,. s 6°c" W BAR C 2„ I SUBBASE FINISHED the Standards or Specifications and Regulations, the most stringent shall govern. . ` y; ARS F 1 BARS e o - - = HARDWARE TDIMENSION A rl 1 I zCIP 8AR5 F WEEP HOLE. MACHINE MACHINE V2. All construction shall comply with the latest U.S. Department of Labor, Occupational a SEE NATES I I Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health B" (VOSH) Rules and Regulations.1' ayA" DIA. F BAR A STEPNOTE55SE OPTIONALG 11 V3. When working within VDOT right-of-way, all traffic control, whether permanent or I As ° GUTTER FACE OF CURB) a.- SECTION A -A N temporary, shall be in accordance with the current edition of VDOT's Work Area CR K CONTROL JOINT CRACK CONTROL JOINT 4._ .. Protection Manual. A transportation management plan needs to be submitted for 5' MIN. PLANSECTION A -A approval and land use permit issued prior to any execution of work within the VDOT ' MIN. r---A(MAK. KEYED CONST. JOINT right Of Way. L -VARIABLE - MAX. 20' 2•_10 2• WARPED APPROXIMATE WEIGHT 3' 0" 8" 2' 6" 8" 3' 0' 2 GUTTER V4 The developer shall be responsible for relocating, at his expense, any and all utilities, �� j� B ARs A cuTRER " cAsr IRON including traffic signal poles, junction boxes controllers etc. owned by VDOT or - _ FRAME T74 * a LBS. > > > COVER 137 ± 7 LBS. private / public utility companies. It is the sole responsibility of the developer to locate �, , - r F 'A" I- - - --------- - - - - - - T.. and identify utility facilities or items that may be in conflict with the proposed B s G _ _ I construction activity. VDOT approval of these plans does not indemnify the developer -} BARS F eMs E l�B I� M from this responsibility. ' JkW DIAMETER . BARS E .1 - - - - I WEEP HOLE FRONT ELEVATION 8' 1'-s s" BARS B V5. Design features relating to field construction, regulations, and control or safety of traffic I [GUTTER REMovEw 1,rq BARS F may be subject to change as deemed necessary by VDOT. Any additional expense L� 5X1/4" BENT PLATE f = SECTION B -B incurred as a result of any field revision shall be the responsibility of the developer. $ $ a. C r V6 If required by the local VDOT Land Development Office a pre -construction conference �� R •• •• • TYPE A NOSE DETAIL SHALL USED WITH CC -,3 & CG -7 STANpPIRpS, L2/Z X2%g X/4 23JJi' DIA shall be arranged and held by the engineer and/or developer with the attendance of the TYPE B NOSE DETAIL SHALL BE USED WITH 00-2 & CG -6 STANDARDS, TYPE A 1 G4" STUD ED TYPE 3 /z" X 4" STUD SHERR CONNECTOR WELDED 2g" DIA, contractor (s), various County agencies, utility companies and VDOT prior to initiation GALVAN12ED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C -C. L of Work. CONNECTORS AND IS TO BE ANCHORED WITH 11/2" X 4" STUD SHEAR NOSE DETAILS 201/z" DIA WELDED TO BENT PLATE AT 2'C -C. V7. The contractor shall notifythe local VDOT Land Development Office when work is to APPR. PAVEMENT I) DI -3A L DI -3B L DI -3C L WARPED PAVEMENT begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. - - - - - - - - ` - I - _ _ = FLOW FLOW FLOP: V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any I I - I traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to 1 1 1 DETAIL WHEN USED I $ 22 rnAw =T provide notification of the installation and removal of the work zone. FOR USE ON GRADES ADJACENT TO CURB SECTION B -B K C' ?'Ir�:11 E:1 1-1 L� MOT& MI 1 1A M_ STANDARD MANHOLE FRAME AND COVER VIRGINIA DEPARTMENT OF TRANSPORTATION "/F"R V15.VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. TYPICAL SECTION V16. A post installation visual/video camera inspection shall be conducted by the Contractor NOTES: t (DIMENSIONS MAY VARY WITH SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH ' 1 MANUFACTURER'S DESIGN) on all pipes identified on the plans as storm sewer pipe and a select number of pipe THIS DRAWING 15 TQ APPLY To THOSE STRVCTVRES SPECIFIED , SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF culverts. For pipe culverts, a minimum of one pipe installation for each size of each STRUCTURE. OUTLET PIPE material type will be inspected or ten percent of the total amount for each size and MANHOLE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED . + ■ IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. material type summarized. All pipe installations on the plans not identified as storm THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A G PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR Sewer pipe shall be considered as culvert pipe for inspection purposes. Additional CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE pP Pp p p r,. UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, testing may be required as directed by the Area Land Use Engineer Or their BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE Il' SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE representative. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.DETJYLS or V17.The installation of any entrances and mailboxes within any dedicated street right-of-way PURPOSES ONLY.REACH MIANHOLE OR DROP NG RN ET ISE TO BE SHAPED FOR EXAMPLEY ' • 4 . shall meet VDOT minimum design standards and is the responsibility of the developer. CONFIICURTION ATO ND BEST LO A� LINETHE S. INLET AND auTLI T SECTION B -B V18.Prior to VDOT acceptance of any streets, all required street signage and/or pavement PLAN markings shall be installed by the developer in accordance with the Manual On Uniform METHOD OF TREATMENT IN MANHOLES F Traffic Control Devices. }VppT SPECIFICATION SPECIFICATE STANDARD METHOD OF SHAPING REFERENCE REFERENCE V19.The developer shall provide the VDOT Land Development Office with a list of all ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS material sources prior to the start of construction. Copies of all invoices for materials SHEET 1 OF 1 REVISION DATE 302 utilized within any dedicated street right-of-way must be provided to the local VDOT I 146'08 VIRGINIA DEPARTMENT OF TRANSPORTATION GALVANIZED STEEL STEP HOTTOM lub.ub ST -1 "t 4 GRADE 60, REINFORCING ROD ENCASED IN A rvORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. 1011 ENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIEL k-04 REINFORCING ROD CAL SECTION * MINIUM OF 3" EMBEDMENT ALUMINUM STEP N ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 4%" FROM INSIDE FACE OF BE 19" C -c. STEPS SHALE WITHSTANDA MINIMUM FORCE OF 360 POUNDS WHEN EXTENDED 4/p'FROM THE FACE of THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED INTO HDLES PROVIDED BY THE FABRICATOR, OR DRIVEN. STEPS DIFFERING 1N DNMENSIDNS, CCONFlGURATION.OR MATERIALS FROM THOSE SHOWN MAY ,ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR TEST HAS OF THE PPROPPOSEDWSUBS SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE I1SE OF SUCH STEPS_ ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMFED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 6221 ALLOY BD05-T5. THAT P0010N OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE, ASBESTOS FILLED ALVMNUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC -C -00498A STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.D9 Land Development Office prior to acceptance of the work. Unit and total prices may be _ _ _ _ 10' PARMOLIC CURVE (ENTRANCE ONLY) FORSAG UI WITHOUT GUTTER 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED CG -12 V9. The contractor shall be responsible for maintaining a VDOT permitted temporary NOTE,WIDrH B 2-O OR AS Ick MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. OS BE SYMMETRICAL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY D - - 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW daily, unless specified otherwise. A VDOT representative shall be notified and given the construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and XVDDT STANDARD CURB DROP INLET SPECIFICATION REFERENCE $PCOFICATICN REFERENCE V20.Aggregate base and subbase materials shall be placed On subgrade by means of a Sediment Control Handbook. Furthermore, access to other properties affected by this ROAD AND BRIDGE STANDARDS PERPENDICULAR TO THE CURB. AS SHOWN ON PLANS OR A5 DIRECTED BY THE ENGINEER, AND $HOULD NDT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 1'2 MAX+ 1. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE XLASS A-4 IF PRECAST? project shall be maintained through construction. 12" - 30" PIPE, MAXIMUM DEPTH (H) - B' 233 724 SHEET 1 OF 2 REVISION DATE +4� �t*gTREET APPROACH SAME SURFACING AS MAINLINE ROADWAY (SEE NOTE 3) 104.09 08110 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 V22.In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) V10.Contractor shall ensure adequate drainage is achieved and maintained on the site during accordance with Section 304 of the VDOT Road and Bridge Specifications and SHOWN ON PLANS) u1 I ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 4' MIN and at the end of construction. IS -1 VIRGINIA DEPARTMENT OF TRANSPORTATION RAMP FLOOR BY 2 FOOT kN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DCMES DETECTABLE V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a 203.05 7/11 d minimum thirty-six (36) inches cover and when possible shall be installed under - SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB roadway drainage facilities at conflict points. WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR sinkholes, id V12.An unusual subsurface conditions unsuitable soils, springs, snoes voids, Y l fditie. ( g-� iblil SHAPE TO ELEVATION {G-2 OR Ca caves, etc.) encountered during the course of construction shall be immediately brought fJ LARGEST PIPE.OF l SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP to the attention of the engineer and VDOT. Work shall cease in that vicinity until an f SHAPE TO of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition / adequate design can be determined by the engineer and approved by VDOT. CONTOUR CONTOUR I j PPE FLOOR OR BY USING PERMISSIBLE GON5TRUCTION JUINT WITH REOUIRLD BARS. I V13.All fill areas, borrow material and undercut areas shall be inspected and approved by a I 0 VDOT representative prior to placement of fill. A VDOT representative shall be I I IF RAMP FLOOR 15 PRECAST,HOLE5 MU51 BE PROVIDED FOR DOWEL BARS 50 THAT ADJOINING FLARED S1DE$ CAN BE CAST IN PLACE AFTER PLACEMENT OF present to insure the soil sample(s) obtained for CBR's is representative of the location. I opportunity to be present during the construction and testing of the density control strip. - � - - - �SIDEWALK When soil samples are submitted to private laboratories for testing, the samples shall be �. . �.::.:.. . USED WITH THIS STANDARD. clearly identified and labeled as belonging to a project to be accepted by VDOT and that f , - testing shall be performed in accordance with all applicable VDOT standards and.�� • w procedures. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG 12:1 MAX V14.All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches SLOPE TO URNN TO INVERT . of OUTLET PIPE SECTION A -A in NOTE 5) shall be compacted in accordance with the lift thicknesses, density and moisture . • 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE REw LINE {ER ANY SUBGRADE STABILIZATION requirements as specified in the current VDOT Road and Bridge Specifications. ■4 '+ H Certified copies of test reports shall be submitted to VDOT daily, unless specified TRANSITION BETWEEN PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS --�+1- -___� otherwise. DIFFERENT SIZES OF PPES ARE ENCOUNTERED. C' ?'Ir�:11 E:1 1-1 L� MOT& MI 1 1A M_ STANDARD MANHOLE FRAME AND COVER VIRGINIA DEPARTMENT OF TRANSPORTATION "/F"R V15.VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. TYPICAL SECTION V16. A post installation visual/video camera inspection shall be conducted by the Contractor NOTES: t (DIMENSIONS MAY VARY WITH SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH ' 1 MANUFACTURER'S DESIGN) on all pipes identified on the plans as storm sewer pipe and a select number of pipe THIS DRAWING 15 TQ APPLY To THOSE STRVCTVRES SPECIFIED , SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF culverts. For pipe culverts, a minimum of one pipe installation for each size of each STRUCTURE. OUTLET PIPE material type will be inspected or ten percent of the total amount for each size and MANHOLE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED . + ■ IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. material type summarized. All pipe installations on the plans not identified as storm THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A G PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR Sewer pipe shall be considered as culvert pipe for inspection purposes. Additional CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE pP Pp p p r,. UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, testing may be required as directed by the Area Land Use Engineer Or their BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE Il' SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE representative. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.DETJYLS or V17.The installation of any entrances and mailboxes within any dedicated street right-of-way PURPOSES ONLY.REACH MIANHOLE OR DROP NG RN ET ISE TO BE SHAPED FOR EXAMPLEY ' • 4 . shall meet VDOT minimum design standards and is the responsibility of the developer. CONFIICURTION ATO ND BEST LO A� LINETHE S. INLET AND auTLI T SECTION B -B V18.Prior to VDOT acceptance of any streets, all required street signage and/or pavement PLAN markings shall be installed by the developer in accordance with the Manual On Uniform METHOD OF TREATMENT IN MANHOLES F Traffic Control Devices. }VppT SPECIFICATION SPECIFICATE STANDARD METHOD OF SHAPING REFERENCE REFERENCE V19.The developer shall provide the VDOT Land Development Office with a list of all ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS material sources prior to the start of construction. Copies of all invoices for materials SHEET 1 OF 1 REVISION DATE 302 utilized within any dedicated street right-of-way must be provided to the local VDOT I 146'08 VIRGINIA DEPARTMENT OF TRANSPORTATION GALVANIZED STEEL STEP HOTTOM lub.ub ST -1 "t 4 GRADE 60, REINFORCING ROD ENCASED IN A rvORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. 1011 ENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIEL k-04 REINFORCING ROD CAL SECTION * MINIUM OF 3" EMBEDMENT ALUMINUM STEP N ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 4%" FROM INSIDE FACE OF BE 19" C -c. STEPS SHALE WITHSTANDA MINIMUM FORCE OF 360 POUNDS WHEN EXTENDED 4/p'FROM THE FACE of THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED INTO HDLES PROVIDED BY THE FABRICATOR, OR DRIVEN. STEPS DIFFERING 1N DNMENSIDNS, CCONFlGURATION.OR MATERIALS FROM THOSE SHOWN MAY ,ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR TEST HAS OF THE PPROPPOSEDWSUBS SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE I1SE OF SUCH STEPS_ ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMFED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 6221 ALLOY BD05-T5. THAT P0010N OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE, ASBESTOS FILLED ALVMNUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC -C -00498A STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.D9 C or otherwise unsuitable foundation is encountered, the foundation design and/or need for SLOPE CHANGE ® s D TABLE.THESEETHESE VALUES STED IN E ARE NOTE APPLICABLE LE ENTRANCE 0 STREET TRUCKCRADE TRAFFIC) FOR CONREFER TO CRETE RETE DEPARD THOMMERCIAL ENTRANCE (HEAVY foundation stabilization shall be determined b the engineer and approved b VDOT. CONNECTIONS. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, Y g pP Y 5' MIN. 2Q' MINIMUM FOR INTERSECTION NOTES THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH COMMERCIAL ENTRANCE 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS CDIAGONAL), V23.VDOT Standard Guardrail shall be installed where warranted and/or asY Y roposed On S. WHEN CG -1115 USED FOR STREET CONNECTIONS, THE A 4' x 4'LANDNG AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR K ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST ID INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' 4' DESIGNED IN ACCORDANCE WITH these plans in accordance with VDOT AND THE APPLICABLE REQUIftEMENT9 LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .{•'-2.4" C -C guardrail layout to be given by VDOT after grading is mostly complete. SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 Z 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A-MOUIFIEU AS RLUUMMENDEU 8Y EHE MANUFACIUREK IU MAICH 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE THE BACK OF CURB. 0 O o 0 0 0 0 0 0 0 0 0 - V24.Approval of these plans shall expire five (5) years from the date of the approval letter. ACROSS THE INTERSECTION. cs O O O O O o a o o o o 0 B B V25.VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans ALLOWABLE ENTRANCE GRADE CHANGES LANDING RAMP + o 0 0 o D o D O a a o 0 o o o J and/or as specified by VDOT. 0. CLASS A3 V26. The foundations for all box culverts shall be investigated by means of exploratory CONCRETE borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of SECTION C- C ENTRANCE VOLUME Land Development Office prior to acceptance of the work. Unit and total prices may be _ _ _ _ 10' PARMOLIC CURVE (ENTRANCE ONLY) 4. RADIAL CURB OR COMBINATION CURB AND GUTTER CG -11 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED CG -12 shall perform these tests. Certified copies of test reports shall be submitted to VDOT NOTE,WIDrH B 2-O OR AS Ick MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. obscured. BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY D - - 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW daily, unless specified otherwise. A VDOT representative shall be notified and given the GENERAL NOTES: 4 CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WTHN PEDESTRIAN CROSSWALKS 1MAX OPTIONAL FLOW LINE V20.Aggregate base and subbase materials shall be placed On subgrade by means of a Y I ; ENTRANCE NOTES PERPENDICULAR TO THE CURB. AS SHOWN ON PLANS OR A5 DIRECTED BY THE ENGINEER, AND $HOULD NDT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 1'2 MAX+ 1. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE XLASS A-4 IF PRECAST? 4 f I']� - - - _ - mechanical spreader. Density will be determined using the density control Strip in {RADIUS TO BE AS I O C +4� �t*gTREET APPROACH SAME SURFACING AS MAINLINE ROADWAY (SEE NOTE 3) GENERAL NOTES designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 10:1 MAX V22.In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) E accordance with Section 304 of the VDOT Road and Bridge Specifications and SHOWN ON PLANS) u1 I ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 4' MIN (RADIUS TO BE AS 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CC -7, THE CURB FACE ON THIS STANDARD IS TO VIRGINIA DEPARTMENT OF TRANSPORTATION RAMP FLOOR BY 2 FOOT kN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DCMES DETECTABLE TYPE A 203.05 7/11 VTM-10. A certified compaction technician shall perform these tests. Certified copies _ - - - - - _ - ! - SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR {G-2 OR Ca CONFIGURATION. 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition / NOTEL 1) FLOOR OR BY USING PERMISSIBLE GON5TRUCTION JUINT WITH REOUIRLD BARS. t0 checking stone depths, a VDOT representative shall be notified and given the f / $ 0 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE 4• IF RAMP FLOOR 15 PRECAST,HOLE5 MU51 BE PROVIDED FOR DOWEL BARS 50 THAT ADJOINING FLARED S1DE$ CAN BE CAST IN PLACE AFTER PLACEMENT OF 5- MLN opportunity to be present during the construction and testing of the density control strip. - � - - - �SIDEWALK r 1 I SIDEWALK - _ _ _ _ USED WITH THIS STANDARD. PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, r MpX cP, 12 - 'NOTE w 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG 12:1 MAX in NOTE 5) O 1- I OPTIONAL UNPAVED SPACE FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE REw LINE {ER ANY SUBGRADE STABILIZATION DOT){ SIDES OF THE RAMP FLOOR, MID-DEPTFI OF RAMP FLOOR. MINIMUM CONCRETE COVER 1yz". - V21.Asphalt concrete pavements shall be placed accordance with Section 315 of the - = -= _ --�+1- -___� MAI REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE VDOT Road and Bridge Specifications. Density shall be determined using the density EXPANSION ' rn EXPANSION OMITTED IN THE ENTRANCE.? 6. CURB /CURET AND GUTTER SLOPE TRANSITIONS ADJACENT CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. TYPE B JOINT I JOINT . PARALLEL C or otherwise unsuitable foundation is encountered, the foundation design and/or need for SLOPE CHANGE ® s D TABLE.THESEETHESE VALUES STED IN E ARE NOTE APPLICABLE LE ENTRANCE 0 STREET TRUCKCRADE TRAFFIC) FOR CONREFER TO CRETE RETE DEPARD THOMMERCIAL ENTRANCE (HEAVY foundation stabilization shall be determined b the engineer and approved b VDOT. CONNECTIONS. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, Y g pP Y 5' MIN. 2Q' MINIMUM FOR INTERSECTION NOTES THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH COMMERCIAL ENTRANCE 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS CDIAGONAL), V23.VDOT Standard Guardrail shall be installed where warranted and/or asY Y roposed On S. WHEN CG -1115 USED FOR STREET CONNECTIONS, THE A 4' x 4'LANDNG AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR K ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST ID INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' 4' DESIGNED IN ACCORDANCE WITH these plans in accordance with VDOT AND THE APPLICABLE REQUIftEMENT9 LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .{•'-2.4" C -C guardrail layout to be given by VDOT after grading is mostly complete. SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 Z 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A-MOUIFIEU AS RLUUMMENDEU 8Y EHE MANUFACIUREK IU MAICH 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE THE BACK OF CURB. 0 O o 0 0 0 0 0 0 0 0 0 - V24.Approval of these plans shall expire five (5) years from the date of the approval letter. ACROSS THE INTERSECTION. cs O O O O O o a o o o o 0 B B V25.VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans ALLOWABLE ENTRANCE GRADE CHANGES LANDING RAMP + o 0 0 o D o D O a a o 0 o o o J and/or as specified by VDOT. 0. CLASS A3 V26. The foundations for all box culverts shall be investigated by means of exploratory CONCRETE borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of SECTION C- C ENTRANCE VOLUME control strip as specified in Section 315 and VTM-76. A certified compaction technician _ _ _ _ 10' PARMOLIC CURVE (ENTRANCE ONLY) 4. RADIAL CURB OR COMBINATION CURB AND GUTTER MEDIUM 500-1500 VPD 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED D shall perform these tests. Certified copies of test reports shall be submitted to VDOT NOTE,WIDrH B 2-O OR AS Ick MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. A DETAIL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY D - - 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW daily, unless specified otherwise. A VDOT representative shall be notified and given the SHOWN ON TYPICAL SECTION. A EDGE OFPAVEMENT AT XX ,SAME AS TOP 6F CU'tI! XVDDT CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WTHN PEDESTRIAN CROSSWALKS 1MAX OPTIONAL FLOW LINE opportunity to be present during the construction and testing of the control strip. PLAN VIEW ENTRANCE NOTES PERPENDICULAR TO THE CURB. AS SHOWN ON PLANS OR A5 DIRECTED BY THE ENGINEER, AND $HOULD NDT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 1'2 MAX+ S" ROAD AND BRIDGE STANDARDS MAINLINE ROADWAY - - - _ - HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5 TAN T JK yf encountered, the foundation design and/or need for foundation stabilization shall be 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAMCANNOT TYPE C 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL SHEET 1 OF 5 V22.In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) MAINLINE ROADWAY SLOPE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 4' MIN C or otherwise unsuitable foundation is encountered, the foundation design and/or need for SLOPE CHANGE ® s D TABLE.THESEETHESE VALUES STED IN E ARE NOTE APPLICABLE LE ENTRANCE 0 STREET TRUCKCRADE TRAFFIC) FOR CONREFER TO CRETE RETE DEPARD THOMMERCIAL ENTRANCE (HEAVY foundation stabilization shall be determined b the engineer and approved b VDOT. CONNECTIONS. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, Y g pP Y 5' MIN. 2Q' MINIMUM FOR INTERSECTION NOTES THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH COMMERCIAL ENTRANCE 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS CDIAGONAL), V23.VDOT Standard Guardrail shall be installed where warranted and/or asY Y roposed On S. WHEN CG -1115 USED FOR STREET CONNECTIONS, THE A 4' x 4'LANDNG AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR K ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST ID INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' 4' DESIGNED IN ACCORDANCE WITH these plans in accordance with VDOT AND THE APPLICABLE REQUIftEMENT9 LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .{•'-2.4" C -C guardrail layout to be given by VDOT after grading is mostly complete. SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 Z 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A-MOUIFIEU AS RLUUMMENDEU 8Y EHE MANUFACIUREK IU MAICH 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE THE BACK OF CURB. 0 O o 0 0 0 0 0 0 0 0 0 - V24.Approval of these plans shall expire five (5) years from the date of the approval letter. ACROSS THE INTERSECTION. cs O O O O O o a o o o o 0 B B V25.VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans ALLOWABLE ENTRANCE GRADE CHANGES LANDING RAMP + o 0 0 o D o D O a a o 0 o o o J and/or as specified by VDOT. 0. CLASS A3 V26. The foundations for all box culverts shall be investigated by means of exploratory CONCRETE borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of SECTION C- C ENTRANCE VOLUME inches and larger shall be explored below the bottom of the excavation to determine the HIGH MORE THAN 1500 VPD 10' PARMOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOJLD BE INCREASED TO 7". (SEE CG -13) MEDIUM 500-1500 VPD 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT AT }K , 2" HIGHER THAN LOW LESS THAN 500 WPP type and condition of the foundation. The contractor shall report findings of foundation EDGE OF PAVEMENT OR A DETAIL E)XMm. SLOPE CHANGE ® D - - 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW STRA OHT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS EDGE OFPAVEMENT AT XX ,SAME AS TOP 6F CU'tI! XVDDT exploration to the engineer and VDOT for approval prior to placing pipe. Foundation OPTIONAL FLOW LINE /� SPEC IF I CAT ION CC -12 DETECTABLE WAN I N G SURFACE REFERENCE D LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS (SEE bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is PERPENDICULAR TO THE CURB. 4 S" ROAD AND BRIDGE STANDARDS MAINLINE ROADWAY - - - _ - , - NOTE 7Y THE ENTRANCE. encountered, the foundation design and/or need for foundation stabilization shall be 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAMCANNOT TYPE C (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, SHEET 1 OF 1 SHEET 1 OF 5 $x MAX. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES (GENERAL NOTES) 105 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR C or otherwise unsuitable foundation is encountered, the foundation design and/or need for SLOPE CHANGE ® s D TABLE.THESEETHESE VALUES STED IN E ARE NOTE APPLICABLE LE ENTRANCE 0 STREET TRUCKCRADE TRAFFIC) FOR CONREFER TO CRETE RETE DEPARD THOMMERCIAL ENTRANCE (HEAVY foundation stabilization shall be determined b the engineer and approved b VDOT. CONNECTIONS. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, Y g pP Y 5' MIN. 2Q' MINIMUM FOR INTERSECTION NOTES THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH COMMERCIAL ENTRANCE 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS CDIAGONAL), V23.VDOT Standard Guardrail shall be installed where warranted and/or asY Y roposed On S. WHEN CG -1115 USED FOR STREET CONNECTIONS, THE A 4' x 4'LANDNG AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR K ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST ID INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' 4' DESIGNED IN ACCORDANCE WITH these plans in accordance with VDOT AND THE APPLICABLE REQUIftEMENT9 LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .{•'-2.4" C -C guardrail layout to be given by VDOT after grading is mostly complete. SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 Z 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A-MOUIFIEU AS RLUUMMENDEU 8Y EHE MANUFACIUREK IU MAICH 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE THE BACK OF CURB. 0 O o 0 0 0 0 0 0 0 0 0 - V24.Approval of these plans shall expire five (5) years from the date of the approval letter. ACROSS THE INTERSECTION. cs O O O O O o a o o o o 0 B B V25.VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans ALLOWABLE ENTRANCE GRADE CHANGES LANDING RAMP + o 0 0 o D o D O a a o 0 o o o J and/or as specified by VDOT. 0. CLASS A3 V26. The foundations for all box culverts shall be investigated by means of exploratory CONCRETE borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of SECTION C- C ENTRANCE VOLUME GRADE CHANGE D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD OX .31% MEDIUM 500-1500 VPD S3% 6 Y. LOW LESS THAN 500 WPP S 6 X 13 X ry o 0 O 0 O 0 O 0 0 0 0 0 0 0 0 I 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 65Y. OF 50Y. BASE DIAMETER O O O O O O O O O O D O 0 0 0 TOP UTAMETLK DETECTABLE WARNING a AT BACK OF CURB 0.9"-I-4" I_ VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE 12. 1� BAS-- Ef'- PAY LIMITS determined by the engineer and approved by VDOT. TAPER� OR TOP UNIT �I i , I IL --�-- RISER (UNIT BASE UNIT � � I FOOTING MH -2 FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL NOTES- PRECAST" SEE SHEETS 103.01-103"11 ■l SPACER UNIT II N I SPECIFICATION REFERENCE PRECAST MANHOLE 105 302 VIRGINIA DEPARTMENT OF TRANSPORTATION L La PLAN VIEW WELDED WIRE FABRIC 6 x s - Wx.i x Wx.i � SECTION A -A Nk•10'-0" C -C MACNdUM TYPICAL SPACNC BETWEEN ANCHOR LUGS. ANCHOR LUG IS TO BE A 1AMIJUM OF 2' FROM END OF CHANNEL. PEOnCATION REFEREW;E 502 CG- i2 A WELDED WIRE FABRIC BARS F SECTION 1 B -B STANDARD PAVED FLUME FOR 1211 - 24" PIPE VIRGINIA DEPARTMENT OF TRANSPORTATION •5 DOWELS. 8•' LONG- PERMISSIBLE AT 12" C•C CONSTRUCTION 5' MIN_ JOINT 12-1 MAX B 12,1 MAX r, i RAMP RAMP J (SEE TABLET A CSEE TABLE) TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0'• MIN SHAPE TO MATCH FACE OF ROADAx WAY CLIRB BACK OF CURB 4$ :1 20:1 48 : 1 MAX 2 SRN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT a SECTION B -B 0 4 RISER UNIT n REDUCER UNIT BASFI UNIT FOOTING foundation exploration to the engineer and VDOT for approval prior to constructing box. M NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT DETECTABLE WARNING INSTALLED ON A RADIUS TRUNCATED DOME DETECTABLE WARNING DETAIL SPACING C -C Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Contrary to 211 1%i APPLICAB-LE TO STRPCT CONNECTIONS 3 A DETAIL A the Standard, where rock is encountered and cast -in-place box is proposed, the thickness of STRA OHT SPECIFICATION REFERENCE METHOD O F TREATMENT XVDDT XV D©T 6" /� SPEC IF I CAT ION CC -12 DETECTABLE WAN I N G SURFACE REFERENCE DOWELS bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is 1'-6" 1'-6" 4 S" ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS encountered, the foundation design and/or need for foundation stabilization shall be 14 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION SO2 determined by the engineer and approved by VDOT. TAPER� OR TOP UNIT �I i , I IL --�-- RISER (UNIT BASE UNIT � � I FOOTING MH -2 FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL NOTES- PRECAST" SEE SHEETS 103.01-103"11 ■l SPACER UNIT II N I SPECIFICATION REFERENCE PRECAST MANHOLE 105 302 VIRGINIA DEPARTMENT OF TRANSPORTATION L La PLAN VIEW WELDED WIRE FABRIC 6 x s - Wx.i x Wx.i � SECTION A -A Nk•10'-0" C -C MACNdUM TYPICAL SPACNC BETWEEN ANCHOR LUGS. ANCHOR LUG IS TO BE A 1AMIJUM OF 2' FROM END OF CHANNEL. PEOnCATION REFEREW;E 502 CG- i2 A WELDED WIRE FABRIC BARS F SECTION 1 B -B STANDARD PAVED FLUME FOR 1211 - 24" PIPE VIRGINIA DEPARTMENT OF TRANSPORTATION •5 DOWELS. 8•' LONG- PERMISSIBLE AT 12" C•C CONSTRUCTION 5' MIN_ JOINT 12-1 MAX B 12,1 MAX r, i RAMP RAMP J (SEE TABLET A CSEE TABLE) TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0'• MIN SHAPE TO MATCH FACE OF ROADAx WAY CLIRB BACK OF CURB 4$ :1 20:1 48 : 1 MAX 2 SRN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT a SECTION B -B 0 4 RISER UNIT n REDUCER UNIT BASFI UNIT FOOTING ■IDI ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 106 07 PG -4 SCHEDULE OF REINFORCING STEEL M W LENGTH SIZE SPACING C -C SHAPE 211 1%i F 3 1'-2" 1'-2" i 411 STRA OHT G 9 T-5" F-5" ■IDI ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 106 07 PG -4 SCHEDULE OF REINFORCING STEEL MARK NO. LENGTH SIZE SPACING C -C SHAPE 211 1%i F 3 1'-2" 1'-2" 4 411 STRA OHT G 9 T-5" F-5" 4 6" STRAIGHT DOWELS 10 1'-6" 1'-6" 4 S" STRAGHT NO. SHOWN ARE FOR ONE ANCHOR LUG, CURTAIN WALL AND JOINT. APPROXIMATE QUANTITIES I I r$j CLASS A3 CONCRETE REINFORCING STJ:0. CU. YDS. LBS. ANCHOR LUG 24 D,0209 2.34 1/2=1 0.0219 2.34 CURTAIN WALL1/p=1 211 0.099 B.51 " D.100 8.51 JOINT 2<1 15 10.62 1/2=1 10.02 0.423 SQUARE YARDS SURFACE AREA PER LINEAR FOOT OF FLUME. NOTE, DOWELS TO BE LOCATED AT ALL REQUIRED JOINTS. K VALUE -129 FOR DETAILS OF PIPE SPILLOUTS FOR 12"-24" CULVERTS, SEE STANDARD DRA14N'IGS PS -2 AND PS -3. BARS C CURTAIN WALL SECTION C -C ROAD ANN) BRIOCESTANDARDS REVISION DATE SHEET 1 OF 1 106.03 %2;1 MAX' 4' VN WITH BUFFER STRIP V AAM 1Jx 4' ll1N WITH BUFFER STRIP WITHOUT BUFFER STRIP CROSSWALK I CROSSWALK A 4' SWARE LA&UW. AREA ■101 TYPE B PARALLEL APPLICATION I I r$j 00A SHPwo OWRA 4 NOTES: FOR GENERAL NOTES CJ THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5, CROSSWALK S• �R�L��ORu+CER0SLx wNN rAf MARKED tlt65511AALK AiiEA 2 THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT at„ 6 9 IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. AT INTERSECTION 12 " 10 15 TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET a" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 B 12 5 10 15 6 14 15 1VDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203-07 10/09 WAIL SHALL BE FRONDED FCR OUTSIDE OF TRAM 5 PERPEN9CtLM aiOSSWALK A SHALL RE PROVIDE wITIw TILE LAIRKED K PERPENDICULAR CF WITH BUFFER STRIP CRD$$WALK AHEM_ GRpSSWK wTraN THE WARKE CROSSWALK AREA. CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE A 105 5C2 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 T H 0FI P uD. Kent O'Donohue, Jr?' Lic. No. 0406001683 7 12-09-2016 �c4 P E A R C� ii ~ o O� > U) C ~ Lu z J 0 J O Q � Go W W Q DRAWN BY WITHIN CROSSWALK DESIGNED BY CRS CHECKED BY WSM DATE 09-07-2016 T BUFFER STRP N/A y SOEWALK B TUN DIAGONAL PLACEMENT 14 1 Mo --�� gyc A 4'SOIIARE LAAO AREA OUTSIDE OF TRAVELWAV A W SOUARE LANDING AREA WAIL SHALL BE FRONDED FCR OUTSIDE OF TRAM 5 PERPEN9CtLM aiOSSWALK A SHALL RE PROVIDE wITIw TILE LAIRKED K PERPENDICULAR CF WITH BUFFER STRIP CRD$$WALK AHEM_ GRpSSWK wTraN THE WARKE CROSSWALK AREA. CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE A 105 5C2 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 0FI P uD. Kent O'Donohue, Jr?' Lic. No. 0406001683 7 12-09-2016 �c4 P E A R C� ii ~ o O� > U) C ~ Lu z J 0 J O Q � Go W W 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 SHEET NO. JOB N0. 34160034 1 1 2 1 3 1 4 1 5 1 6 1 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 1 20 1 21 February 6, 2013 FRAME & COVER FRAME & COVER _ (SEE FIG- S - I - D,E) (SEE FIG. S - I - D,E) �� SEWER SERVICE LATERAL CONNECTION NOTES: AND ASSOCIATES INC ACSA GENERAL WATER & SEWER CONDITIONS NE 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE 0 H E AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 0 STREET SURFACE OR STREET SURFACE OR W INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY NON -PAVED AREA NON- PAVED AREA °`= N E W� fn LATERAL PIPE SHALL BE AT LEAST 0-2' HIGHER THAN THE SERVICE AUTHORITY ACSA INSPECTORS. THE CONTRACTOR WILL BE S Nw 03 v� o TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED REMAINING BACKFILL SHALL (ACSA) SLOPED AREAS SLOPED AREAS �� go �" Lai TO THE MANHOLE. NOT CONTAIN ROCK MATERIAL ])At 7, 1: RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE :r ;_k _ ^`�„'=`�`%'�'''`� � vY �a � 73fi"MI LARGER THAN 5" IN ANY 2- SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL START OF THE WORK. E N n a �` �` u DIMENSION V-0" MAX 1' - D" MAIC VIr'i BE CONNECTED USING A PIPE SAQQLE- 24'MI REFLECTING TOMORROW 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE 2' - O" 2'- 0" N� _> 3- MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 296 �a INTIAL BACKFILL" O {114" PER FOOT ] 8"MIN (6" LIFTS) www.balzer.cc PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND & EMBEDMENT L9 4- ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN "THOROUGHLY COMPACTED WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR E a s E OEC OF a'. BY HAND OR APPROVED RUBBER COATED STEEL RUBBER COATED STEEL � d ❑ E 6 _ * x SPRING LINE Staunton N SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND ❑ "j00 ' [~1 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF PIPE MECHANICAL TAMPER N STRUCTURES, AS NECESSARY. STEPS CAST IN PLAC 3'- 0" MIN STEPS CAST IN PLACE 3' D" MIN mom^ ry� `V E, Lv w OF 3 FEET.HAUNCHING New River Valley W s uW o NO. 68 STONE.-<' 70Roanoke PRECAST REINFORco CED PRECAST REINFORCED �❑ ° w �' � SALT -/BEDDING 6" max 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT CONCRETE SECTIONS 12" MIN CONCRETE SECTIONS 12" MIN T ERichmond "O" RING SEALS 16" MAX O" RING SEALS 4 16" MAX z E Q V) -z ° TREATED 4" min EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION �� 2 x a FOUNDATION {SHALL BE MINIMUM ELEVATION MINIMUM ELEVATION ,� N FINISHED GROUND Harrisonburg SPECIFICATIONS, AS ADOPTED BY THE ACSA. MARKER REQUIRED WHEN SOIL DIFFERENCE ACROSS M.H.S.1 4'-D" DIFFERENCE ACROSS M-H.S'• 4'-0" E, J rN E CONDITIONS ARE UNSTABLE FROM INLET TO OUTLET 5 FROM INLET TO OUTLET $ v "� RESIDENTIAL LAND DEVELOPMENT ENGINEERING (ALL PIPE} 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SHALL BE 0.20 FEET. SHALL BE 0.20 FEET. N° J E SITE DEVELOPMENT ENGINEERING CON C R ET VA RI E5 CON C RET VARIES "�� E m LAND USE PLANNING & ZONING DEPTH OF FLOW I DEPTH OF FLOW I zo M 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY CHANNEL TO BE CHANNEL CHANNEL TO BEFILLETS tom �M LANDSCAPE ARCHITECTURE (1-800-552-7001). 3/4 DIAMETER O 3/4 DIAMETER 0 M LAND SURVEYING CONTRIBUTING --�` CONTRIBUTING =�- T T ARCHITECTURE SEWER. T , - ' 12 SEWER. i ' -0 ed 12" Z PLUG END OF NOTE STRUCTURAL ENGINEERING 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET A FILLETED INVERT FOR A SMOOT µ 8 A FILLETED INVERT IFOR A SMOOT 3 MAIN LINE SERVICE LATERAL I.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE TRANSPORTATION ENGINEERING OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF TRANSITION OF FLOW BETWEEN TRANSITION OF FLOW BETWEEN SECTION BACKFILLED ENTIRELY WITH NO. 21A STONE. INLET & OUTLET PIPE SHALL B INLET & OUTLET PIPE SHALL B FT I Z45 °O D 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED ENVIRONMENTAL& TREAMOIL EVAL NCE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WETLAND DELINEATIONS&STREAMEVALUATIONS WATER LINES, ETC. PROVIDED. MIN. 6" BEDDING PROVIDED. MIN. 6" BEDDING AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 NOTE W/ NO. 68 STONE NOTE W/ NO. 58 STONE g s STONE SHALL BE PROVIDED 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 EL ° E O E A E � E a E � 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" CIE E OF ROADSIDE DITCHES. SPECIFICALLY DETERMINED BY THE CONSULTANT FO1R-iE SOIL CONDITIONS- SPECIFICALLY DETERMINED BY THE CONSULTANT FOFHE SOIL CONDITIONc• n n -� n M w BEDDING OF NO. b8 STONE Balzer and Associates, Inc. L 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE N N �� L 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE EXTENDED OR NON - EXTENDED BASES. EXTENDED OR NON - EXTENDED BASES. 1561 Commerce Road IN LINE WYE -TEE 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 a O PLAN Suite 401 INSIDE AND OUT. INSIDE AND OUT. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. TYPICAL MANHOLE SECTION TYPICAL MANHOLE SECTION VARIES TYPICAL S EWER PIPE Verona, VA 24482 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- SHOWING BRANCH TIE - IN SHOWING BRANCH TIE - IN e INSTALLATION IN TRENCH 540-248-3220 LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, TYPICAL MANHOLE FRAME & COVER SEWER SERVICE LATERAL CONNECTION FAX 540-248-3221 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). N-T.S A.T.S NTS K FIG. S- I- A FIG. S- I- A N.T.S N.T.S. FIG S -I -D FIG, S- 2 FIG, 5 3 � ,T H 0 45` AV ❑ max L - FOR BENDS 8" & SMALLER Top View GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ' USE STRAP ON BEND WITH PLACE 5' GALVANIZED WITNESS POST WITH q. ANCHOR BOLT ON CENTER LINE CAPPED ENDS PAINTED BLUE IN REMOTE AREAS , A OF BEND. USE BRACING STRAPS 4 AS DIRECTED. MARKER LOCATION MAY BE SUBJEC �D. Kent ODonohue, Jr?' 4S° 45" - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES v TO HIGHWAY DEPARTMENT APPROVAL. I.1C. No. 0406001683 max max USE 2 STRAPS ON BENDS 6" MINIMU 4' MINIMUM r a c o PLUG ADJACENT TO BELLS. NOTE: HYDRANT MUST BE 'i' 12-09-2016 J INITIAL BACKFIL 1 -FOR 18" BEND USE 3 STRAPS 24- 1N 24 MIN ' I AS SHOWN. a FINISHED GRADE '.IN MIN MIN MIN I d 1 VIILLLE THREADS WHICHQISTES J � C Al EQUIPPED THE LOCAL STANDARD. --� 'S �11 4BARS 12"ON CENTER 9�tl 4" MINIMUM b" BEDDING � % 1 1 `1 LENGTH OF BRANCH VARIES FOR 12 BENDS dC LARGER #68 STONE ® CONCRETE CLA55 B A. - ❑ 27�IN1 2' TO 10' ` STABLE SOIL ROCK FOR ALL BENDS FOR TEE OR WYE FITTINGS a II II ADJUSTABLE VALVE BOX W/ LID SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL WIDEN TRENCH TO e 7 CU. Fr- 1g' VALVE BD U ACCOMMODATE JE68 S7pN- � STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND ANCHOR IF ELEVATION @ "q - THEN THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF REQUIRED. #68 STONE. n1n M PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. 4 � BEDDING AS 3G'MIN 6• GATE REQUIRED b"-+;, •+.: VALVE 8' x 6 m FOUNDATION IN POOR SOIL UNDER - CUT CONDITION b - x •'�' TEE PLUG PIPE _ _ _ _ _ _ 2500 P -S -I. CUNCREI BEND SIZE A B C D E F Side View BASE AND THRUST ; `� ---- 45° 4 ♦" - B T'-9 2'- 2'-a' V-2 2'-0" 1 1/4' WIDTH DIM. "F" - - - - - BLOCK AGAINST � M.J- GATE VALVE MIN MIN T T r S' Y-3 3'-0 2'-8' 1'-e 2'-8" 1 1/4' THI KN F - - - - - UNDISTURBED STABLE 11 1/4' 18' 2'- $-9 2'-8' V 3'-D Y FILLET WELD STRAP = 1/4" - - - - - 3' Minimum SOIL, STEEL PILE 4 RAIN INITIAL BACKFIL 4 MN SECTION 1 -1 SECTION 2 2 12• 3'- 4'- 3'- 2'-3'N-6- 2' STANDARD HEX NUT 3/4' THREADED RODS TO UNSTABLE s" 8 I 8^ 18' 3_B ''-6" 3-3' 3'-a" 4'-s' 2 1/2' _ _ _ _ WHEN THE SOIL IS DISTURBED OR WHE MIN MIN MIN pAIN 1 I4" THICK � 'd MAIN IN ALL INSTALLATIONS. 501E #68 STONE 4' - B- 7-B S-0 2'-B' V -e f-8' 1 1 4" PLATE WASHER I d A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZED _ RANULAR FILL AS PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. a' 3'- 4'- 2'-8' 2'-8' 3'-3' 2' a THE VALVE TO THE HYDRANT WITH 2 - 3/4' OR ASPHALT COATED APPROVED BY ACSA SIZE OF (FEET] CU. YD. (FEET] CU -YD. 3" THREAD BEND 22 1/2' 10' 3'-3' S' -D 3'- Y-9' 3'-9 2' THREADED RODS C ADDITION S POURING WATER LINE H _ L H T L H T fY 3'-9" 8'-3 3'- 3'-6'4-f 2' 1 NOMINAL INSIDE 3 4" ANCHOR Certification of 95x6 � I I'. CONCRETE. S NECESSARY, A STEEL PILE H STABI F - OII R ROO� E STABLE SOIL_ OR ROC. IP 1B' 3'- Y-8 3'-3' V-0 5'- 2 lI2' SHALL BE USED AS ADDITIONAL SUPPORT 4 90 2.50 2.50 3.01 0.24 DIAMETER EXTRA BOLTS compaction required n 4' & 6" 45 2-00 2-25 2-60 0-15 4' - 6..V- W -u 3'-D' S-3 S-3 2 1/4' STRONG STEEL PIPE 4 - - I•a 22 112 1.50 2-00 2-52 0-10 2.D0 2.25 2.50 0.15 a' S-6 s' -a 3'-0' 3'-a" 3,-9'.2 1/4• 4 NOTE _ + 11 1/4 1.50 2.00 2.50 0.10 45^ 10' 4'-s Y-8 S-0'4' -3" V-9 2 T -V IPE BEL NOTEBARS ®12" Galvanized Steel Beam, 250❑ P.S.I- • 90 3-64 3-16 3-21 0-48 1Y V-3 e' 3'-3' 3'- ON CENTER FOR I a 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE - CONCRETE CLASS "B" W12 x 14 (min. size} CONCRETE 41 1. N4 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. as 2-64 2-66 2-77 0-26 la' B' -B 11'- 3'-9" B' Y-3" 2 1 12" BENDS do � d 2- MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT 4 2'x 2' BEARINGAREa. THRUST BLOC - w 8' 22 112 1-66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 LARGER r; C� ( INCLUDING DITCHES ) 4 2.N0 ROCKS LARGER THAN fi" IN ANY DIMENSION SHALL BE ALLOWED 11 114 1-6fi 2.16 2.67 0-13 3' min. penetration Into Undisturbe 45° 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND ABOVE THE INITIAL BACKFILL. CHART FOR UPPER SECTION P VALVE BOX - c 90 4.83 3.83 3.42 0.83 SOiI Dr as approved by Ch c 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. a a 3.THE INITIAL BACK( -ILL HALL BE PLACED AND COMPACTED IN 6" LIFTS. VERTICAL BLOCKING NOTE: STANDARD 9D' HOOK ON END OF ANCHOR e A 10' & 12 45 3-33 3-58 2-95 0-43 3 g3 4.00 2-83 0-52 BOLTS TO FACE CENTER OF BLOCKS. ACSA. IT IS NOT ALLOWED IN THE DITCH, 4•NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED z2 112 2-33 2-58 2-86 0-24 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP ° v IN THE TRENCH. 11 1/4 1-83 2.33 2.84 0.18 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF r/1 G 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES. 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAN = REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 0. _j SIZE, DEAD ENDS AND AT VALVES. PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. z 2- USE 2500 P.S.I- CONCRETE. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND Six (6) INCHES ABOVE GRA DUCTILE IRON WATER 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE ,DINT. CONCRETE BLOCKING FOR - Q Q ('� 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE UPPER VERTICAL BENDS TYPICAL THRUST BLOCK IN FILL AREA TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ~ U � ALL THRUST BLOCKS - PIPE INSTALLATION & BEDDING TYPICAL GATE VALVE o W � > CONCRETE THRUST BLOCKS NTS N -T -S. NTS O Q I - NTS N.T.S. FIG- W - d ar-. FIG. W -3A FIG. W-313 FIG, w - 5 � - o �S o z COMPRESSION x 314' MALE PIPE COUPLING 4 n m W F 0R APPROVED EQUAL . .. e F = W J 0 VETER SIZE DIMENSION DIMENSION D1MecsioN SIE BRANCH AND VARIES VALVE BOX 0 Z U VALVE THE SAME A5 Z J O W COVER LIFT NOTCH , 1/2• 3.1• s•0• 3a• WATER MAIN J 14 1/2 2' 3'1 5'0' 8" t7 y J IL 1 2 3,8" 3' S • MIN • 16' MIN. C) Z O 12 1/2- 4' s' MIN. 12' MIN. I ,J. PLUG FOR USE,ON E Vi CES SINGLE FAMILY , " GREATER J ! , RESIDENTIAL SERVICES OR DUAL PESIDENTIAL `.J AND IRRIGATION SERVICES. VARIES PROPOSALS WILL BE SUUMIIIED. 1•%1•x1• ,I• VALVE BOX THAN a 44.. .. VARIES//�� TO METER BOX (SEE FIG. W-6AMWW THRU W -•-7E). WATER I� 17.5^� I 6' MIN -y !�• 1 1 I U J E O 6- MIN. E LU NOTE: m Q Q NO SWEATED FITTINGS CAST IRON UD 4 WATER MAIN ROD VALVE - 18" METER 80X TO TEE (COAT RODS WITH BITUMINOUS PAINT) DUAL SERVICE - ' 2" COPPER A SIDE VIEW 1' COMPRESSION . 3l4' MALE PIPE COUPLING VARIES bo' CN -LINE OR APPROVED EQUAL 1• TYPE K �tM.J. FITTING 2" CORP. STOP 36. (TYPE "B") SOFT PER WATER MAIN ; f 4" DIP 4" PLUG THREADED FOR + c ❑ T 2" COMPRESSION FITTING �`l �1� d FOR USE ON DETACHED SINGLE FAMILY RESTRAINED JOINT FITTINGS ti • h -a RESIDENTIAL SERVICE WHERE AN IRRIGATK]N A `a- VARIES THREADED COUPLING D METER IS NOT PROVIDED. `� PVC NIPPLE AND CAP D k8 MIN. or SINGLE SERVICE 18" �.�17,5 t'I PVC SLEEVE `o BRASS NIPPLE AND CAP DRAWN BY DKO B I r., r.. I LUBRICATE ALL THREADS NOTE: NOTES: _ " s" EXTENSION -r 11 SADDLES SHALL BE USED ON PVC PIPE. - THRUST BLOCK c;A51 IRON LID •GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. B• METER BOX (SEE FIG. W-7) DESIGNED BY DOOR HINGEST K FINISHED GRADE • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE-. r 7 : VALVE PIPE SLOT WINGNuT LOCKING ASSEMBLY WSM • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. Iz• MIN. NO. 57 STONE CHECKED BY e• -s (2 PLACES) 1.75' DIAMETER DRILLED - LaCMING METER • REFER TO FIG. W-5 FDR THRUST BLOCK DETAILS AND!DEPTH OF COVER ON GATE VALVE. HOLE FOR TOUCH READ M.J. FITTING BALL Box uNlrs. 2" PIPE SLOPED DATE 09-07-2016 (INLET s NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT_ USE PLASTIC SHEETING A$ BYPASS TO DRAIN IF 36' MIN. OUTLt I C'ODPERSETTER PROTECTION FOR BOLTS - GRADE ALLOWS TOP VIEW 2" GALV. OR BRASS C C' •USE 2500 P.S.I. CONCRETE. C VARIES VARIES SCALE N/A PIPE 114 81ND COUPLIN I NOTES: !jr REOUIREO) METER NOTES: 3' DIAMETER FLAT J (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. BEARING SURFACE 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2" THREADED TAP UNDERNEATH REVISIONS: 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR - IN - PLACE VAULTS SHALL BE t PLUG NRICK As LIFT HANDLE MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 09-26-2016 ARB NECESSARY L - 24' x 36' 3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED DEAD END CORPORATION STOP ALUMINUM ACCESS WATER PROOFING COMPOUND. 12-09-2016 ISP 1 TYPICAL METER BOXES HATCH () TYPE "A" B TYPICAL SERVICE LATERAL INSTALLATION LARGE METER SERVICE LINE (5/8"-V METERS) TYPICAL METER VAULT TYPICAL METER VAULT (1 11211 METER, TYPICAL BLOW -OFF ASSEMBLY e NT5TN-T-S- TS FIG. W-6 NTS FI GW 7 FIG. W- 7A FIG.NW 7B NTS . FIG. W -6C FIG. W-8 SHEET NO. A 11111 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 �11H OF D "Ll. Kent O'Donohue, Jr?' r, Lic. No. 0406001663 &, k21-09-2016 P E AR G� Z J 0 - LU Q U U) 0 Z Q LL] U) U 0 LUJ J U) O U) 2 �� O w J Q LU 00 Q DRAWN BY DKO DESIGNED BY 1 2 3 4 1 5 6 7 1 8 1 9 1 10 1 11 1 12 13 14 15 16 17 18 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 Now 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 64 I I TERSTASSE HIGH �N ASCE R 0,W) �' LIMITED(VARIABLE FP �— I •0 •I \ I Up z z w EX. DENSE MATURE TREES _ Ir � I • LJ ) 0 q O O U J X w BETWEEN SITE & INTERSTATE 64 L, < (MATCHES SPECIES ON SITE Ld = z z / 0w OU Q LT I Cn o II w�O z . o w oma~ H �► �• �� Qw= �— z�0 Ld U H *10 / 0 �\ \ \ • � 00 O � FOUNDATION LAND CAPING � I BLDG 1 I G 7,__ / n_,; `1✓ i x AROND ALL REC. CT G ��,''�� - BUIL' I N G SI � 1 —STORY I BLDG 3 I (TO BE ADDED) —_— / ,�_� 24 UNITSel I o - — x 3—STORY n / •I I moo X�� , FG x— X I F I m F _ CCCV m I BLDG #2 I I 24 UNITS CB ____ _/ • I I I 1 3—STORY I ,l I J I 'I I IOD I I 0 001 I ►I I C -- �I I I 00,Of C L 0 O ° I I II I I C fJ __ ytju 1 00 OLl O \ I 1 _` I ' I BLDG 5 J N e I 1 I I o 8 UNITS IBLDG #4 I I I 2—STORY ] 24 UNITS o —__ -- I B 10 3—STORY ° --- , J I B `ted �Cp� 0000 ° t — " x z I , O O 00p000 . . 00 00 x 30 0 30 60 90 • • J I I X = A x I Q I I A SCALE: 1 " = 30' x X � x _j I I I _ _ _ 9 L1 �21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 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 �11H OF D "Ll. Kent O'Donohue, Jr?' r, Lic. No. 0406001663 &, k21-09-2016 P E AR G� Z J 0 - LU Q U U) 0 Z Q LL] U) U 0 LUJ J U) O U) 2 �� O w J Q LU 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 SHEET NO. 0 JOB NO. 34160034 7ba' 11 11 REFLECTING TOMORROW www.baizer.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 0 D "D. Kent O'Donohue, Jr?' r, Lic. No. 0406001683 &, k2IC-09-2016� P E A R G� vJ U) Q Q w 0 �/� ❑ C-6 L.L 0 O (1) Q(D w O �Z z Zo w J 0- 0 Q J U U) LU p C0 Z c J �(D U � U D � W z J 0 U � W J I- 11� O � U) LILI m J Q DRAWN BY DKO DESIGNED BY 1 2 3 1 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 19 20 21 "=10' County or Albemarle O Conservation flan Checklist - To he placed on Landscape Plans 0 (Handbook, pp III -284-111-297 for- complete specifications) 1. The4ollowing items shall be shown on theplan: Trees to be saved; WLimits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. N N 2. Markin s--: LTJ 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 the tree marking has been inspected and approved by a County Inspector. 3. I're-Construction Conference: 'free preservation and protection measures shall be reviewed with the contractor on site. 4. Eggipment Operation and Storage: M Rf Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees M to be saved. 5. Soj1,Erosion and Stormwater Detention Devices: Rf Such devices shall not adversely affect trees to be saved. S. Firs 2 Fires are not permitted within 104 feet of the dripline of trees to be saved. L 7. DO& Materials: L Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing, �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 prior to grading or construction. 9. TI-eeWells: LANDSCAPE SPECIFICATIONS 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 K submitted for approval. 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND GRADING ARE TO COMPLY K WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK. PUBLISHED BY THE 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 AMERICAN ASSOCIATION OF NURSERYMAN. submitted for approval. 2. ALL WORK SHALL BE COORDINATED WITH TRADES. 11. Trenching and Tunneling: When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, NATURAL LOAM, under large tree shalI be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FOREIGN MATTER AND ROOTS, STUMPS AND STONES J LARGER THAN 2" IN DIMENSION. J 12. Cleanup: I3 Protective fencing shall be the last items removed during the final cleanup. 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 13. Damaged Trees; 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION MAINTENANCE SHALL BECOME Damaged trees shall be treated immediately by pruning, fertilization or other methodsrecommended by atreespec ialist. RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF WORK. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REPRESENTATIVE WILL, UPON WRITTEN REQUIREINFNTS. REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. I 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALENDAR MONTHS AFTER ACCEPTANCE. RUBBER HOSE AT BARK OWNER 5I URE (DATE) A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL FOLLOWING PLANTING. GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ARE DEAD OR VISIBILITY. CONTRACT PURCHASER SIGNATURE (DATE) IMPAIRED FROM THE WINTER CONDITIONS. 5/1/�fi Page 1 of f TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE SET TREE AT ORIGINAL GRADE H PROCEDURES RECOMMENDED FOR THIS PLANTING FOR THE OWNER. MULCH: PINE BARK OR WOOD CHIPS 3" MIN. H 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN SOIL SAUCER: USE PREPARED SOIL 6" MIN. NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE WHICH IN THEIR OPINION WILL AFFECT THE WOOD DEADMEN (3) GUARANTEE IF NOT REMEDIED PROMPTLY. - - --=III III IMI III IMI III III ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR IS ENCOURAGED TO - - _ = II II III OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR = = = = = III I COST-EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. I I II I II III III III- - PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENTI G __ I_ _ _ _ _ _ _ _ _ _ _ SETTLING G LANDSCAPE SCHEDULE: 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL THAT HE/SHE IIIIIIIIII IIIA 111111 111111 IIIA IIIA IIIA I DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. M TTI LABEL SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SPECS PLANTING REQ. QUANTITY 12. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES 2.5 X BALL DIA. MIN. SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL QPC) Quercus palustris Pin Oak 3-1/2" cal./ B&B 5 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. F FP Fraxinus pennsylvanica "Patmore" Ash 3-1/2" cal./ B&B 14 F Patmore 13. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. LANDSCAPE DETAILS QS Quercus shumardii Shumard Oak 2-1/2" cal./ B&B 5 Uj 14. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. W g� Zelkova serrata » ZS Village Green 2-1/2 cal./ B&B 9 15. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. "Village Green" Zelkova 16. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL E aCB Carpinus betulus Pyramidal European 2-1/2" cal./ B&B 0 15 SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. E "Fastigiata" Hornbeam N 17. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS FG 0 Fagus grandifolia American Beech 2-1/2" cal./ B&B 3 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. RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR 7'-8' Multi -Stem/ TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. STEMS SHOULD BE WIRED TOGETHER. CA Cercis canadensis Eastern Redbud B&B 0 16 SET TREE AT ORIGINAL GRADE Es w 18. PLANTING PROCEDURES FOR TREES AND SHRUBS NG MULCH; PINE BARK OR WOOD CHIPS 3" MIN. D _ �~ LT "Tuskegee" a x "Tuskegee" 7'-8' Multi -Stem/ "Tuskegee" 8 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 SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. D Crapemyrtle B&B FORM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WOOD STAKES 3" IN FIRM SOIL M "Little Henry" Dwarf D IV 0Itea virginica "Sprich" y 24" Ht./ #3 40 WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 gal. = Sweetspire (SIDEWALK, STREET, ETC.). -III-III- - OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER SPECIFICATIONS. THE PIT SHALL III III II II III TOTALLY REMOVED. Complete cover of BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL -III III- II -111-111 II II -I III FA Festuca arundinacea Tall Fescue Sod all disturbed areas SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. PREPARED ADMIXTURE BACKFILL of site &bio COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF -II II II II II II II II II II II II II II III -111-11 -11 -11 PREPARED SUBGRADE PEDESTAL C N �/�� ca Car 2" l. B&B Ld CCInus caroliniana American Hornbeam 1-1 p / / 1 per 250 S.F. 8HARDWOOD ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED - - - - - - - - 111 -III -III -III -III C Z O �_� _ OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. 2X BALL DIA. MIN. Z W aW CV Chionanthus White Fringetree 6'-8' Multi -Stem/ WO 1 per 250 S.F. g 19. LANDSCAPE ORDINANCE REQUIREMENTS: V� virginicus B&B M STREET TREES REQUIRED: 19, FOR 570' OF EXPOSED EC FRONTAGE THIN BRANCHES BY 1/3 RETAINING NORMAL 14, FOR 480 OF OLD LYNCHBURG RD. _ PLANT SHAPE. PROVIDED: 19 PROPOSED ALONG WITH EXISTING TREES IN EC 14 ALONG OLD LYNCHBURG RD. B INTERIOR TREES REQUIRED: 16 (1 MEDIUM OR LARGE TREE PER 10 SPACES) BARK MULCH 3" MIN. B PROVIDED: 16 CREATE SAUCER WITH TOPSOIL 6" MIN. SITE SCREENING REQUIRED: TREES REQUIRED EVERY 40' ALONG PARKING - IEI I IE1/3 ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP OF BURLAP. NON -BIODEGRADABLE MATERIAL PROVIDED: 15 PROVIDED (ADDITIONAL FOUNDATION PLANTINGS WILL 1 I I -III-III-11 1= In SHALL BE TOTALLY REMOVED. BE PERFORMED AROUND BUILDINGS, PLAN NOT YET = III -III -III ___ - _ = GENTLY COMPACT TOPSOIL MIXTURE. PROVIDED) =III=III-I I -III - III -III- - III - III - III - III - I 11=1 11=1 11=1 11=1 11=1 11=1 11=111 TAMPED ADMIXTURE BACKFILL A TREE CANOPY REQUIRED: 50,684 SF (15% OF 337,895 SF SITE AREA) I I I -I I I -I I I -I I I -I I I -I I I -I I I -I 11=1 11=1 11=1 11= III=III=III=III=III=III=III=III=III=III=III=111 A PROVIDED: MAINTAIN EXISTING 105,692 SF W/ ADDTL. PROP. III=III=III=III=III=III=III=III=III=III=III=1 2X BALL DIA. MIN. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 7ba' 11 11 REFLECTING TOMORROW www.baizer.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 0 D "D. Kent O'Donohue, Jr?' r, Lic. No. 0406001683 &, k2IC-09-2016� P E A R G� vJ U) Q Q w 0 �/� ❑ C-6 L.L 0 O (1) Q(D w O �Z z Zo w J 0- 0 Q J U U) LU p C0 Z c J �(D U � U D � W z J 0 U � W J I- 11� O � U) LILI m J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1 "=10' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. 0 11 JOB NO. 34160034 0 N Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens LLF [MANUFAC] Description Lum. Watts Illuminance 3 T2 SINGLE 14131 1.000 BEACON PRODUCTS VP-L-64NB-136-4K-T2 137 Fc 1 T3 SINGLE 13996 1.000 Beacon Products VP-L-64NB-136-4K-T3 137 2.94 3 T4 SINGLE 15336 1.000 BEACON PRODUCTS VP-L-64NB-136-4K-T4 137 2 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 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Property Line Illuminance Fc 0.08 0.5 0.0 N.A. N.A. Site Illuminance Fc 0.53 9.1 0.0 N.A. N.A. Pavement area Illuminance Fc 2.94 7.5 1.0 2.94 7.50 / .09 •O .09 xo9 .09 xp9 xo9 1 =p9 � =pp =p° „00 /.'P .1p IIII -QP TOP OF-MONUA09VT BENCHMARK`° . ,4LEV=„420.99 ° / / xo9 :09 xo9 :o xoo :09 xo9 .o .09 .09 xo9 xo9 .09 x o „oo „oo o ■© Prepared by: / / 1 0 =o LIGHTING VIRGINIA CENTRAL xp 40OG-2 Southlake Blvd. o "o 0 0 0 0 0 0 0 0 0 0• o Richmond, VA 23236 / / , o , o „ o o „ o „ ^ „ ^ x ^ , ^ EX DOT LIMITED „ o 0 0 . o °. '°. ° ° ° ACCESS FENCE _° ° "O ° •°: x°. °. Tel: 804-379-7777 ' www.lightingvirginia.com �� / •o xo° =O° "o° =o° xo^ •o^ REPLACE IN-KIND) L MH =mounting height in FEET �A�� 0WAY •o° =o° "oN =o° xo11 •o° "o° b° "off "o° =o° "o° ro^ "o° i! °� o INTER CCEss NO -W) . xo x°, .�, „°, �, .�, "oN ,Ory �ry xory „�, "oN �.�, �, =o� �°1 =aP :�� x L NOTES: LIMITED I LE R/ ��ARIAB .° o .O ^ ,^ ^ ,^ ^ ^ .ry ry „� .ry °1 =0.9 ° "° . o =o o xo o "o o xo 'b• o 'b o o =o• � =o• =o 0 0 =o =o "o. o. 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA xo9 .09 "off ro° "off ro° "o° "o° ro "ory "oe xoe •o' /�.o� =oj "oti =ory �a�A roti =off ro° .,P ' .'P CENTRAL, ADAMS PARNELL, LLC. .1p„°O „00 ,00 "o^ .o^ "o^ .o^ xo^ NPxxo^ =ory "o°'`' �-o '°`' x°1 "°'°° b „°o- ,°o 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN ,oo THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT „0o "oo x^ :^ „^ o RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED .o =Oo "^ NP "O^ ry "O__b x° xo=,o' ; Oot. `\ \ 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 .o o ^ =^ „ "o „ti"h „v Io o o'. o4 xo K JURISDICTIONAL CODES. o ^. y.�'0 .xry. .�,. ry. 1O O 1 O O' x° O 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY 'o •o° 'o xo° •o xo° •o xo° •o° "o^ =o roti "ory „o' o0. "oe "^° ^ "v =�° �' v ° •ti ^° \ "ory y 'oe •o^ AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, \\ o/ , ^ x o • ° ."9 ^ „ �• '! M � 0 'N9 , O b . \ ' ° ` e ' O '1 1 . O I MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE � PROJECT. xo .o xoo .o .1pxo .09 xo .'P.(P.09 xo "ory =oe /'hoc =oe =^° xry. I' o. x 0 Y 0 " 0 x ° " 0 x 0 „ O 0 „ ^ .. „ �. "� •/ ° N. 5ry xo-ry "lsry `hb „00 9 b� xb`.'� „ry0 ,^e .^:` .00 x0 V, o o o 0 0 0 0 o o =o o 'b o� "ti'� o .°^"oo •o° 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO J LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE =o° "oe xo •o° =o "o° "o xo° •o "o° "o° o "oe "rye "ory =s° "b' tie 'o ^� =off o° o ' °� . _ 'o°' "O° / a J MAY AFFECT FIELD RESULTS. 30 0 30 60 90 'Oe `Oe 'Oe '00 `00 00 .00 .00 00 „00 ^ -T xQb x^^ ^6 "r�"e •00 xrye •,��' x.,9 r�'. x xr�"0 I . 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE o , o o , o „ o o „ o o „ o^�/x 6 • 9 ° ,^ , 5 x h o x o x 9 ti b x o- x o x x o- x _ `� I ti xI" x^ x^ . o , o , o. OWNER'S REPRESENTATIVE. 0 No"o o xo 0 0 =o o "o 0 0 0 ^ "v o b ry ^ ^ =v ^ o 0 0 0 0 0 0 o III „00 „00 „00 ,00 „00 .00 „00 .00 x,.. /O�.,N „O!• ,O`L xOf x xti xn�9 x0. xb`l' „j� ^. x�,9 x^o+ O xlt, ,°e „Ob x°`L 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE SCALE. 1 " = 3 0' 71y�o / " ' = ti ry " ^ o • ° x ° DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR ,00 xo9 ,09 xo9 :09 .o ro° o o� "off ^_ o. o, .o o. o. xo. PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. o „ o , o „ o " 0 0 loe 0 , ^ ^ , ry : ° . b xry • ^^? "ory 'o^ •o •off "o° ° 'o° •o° =o 0 0 0 0 =p�'U/� a6g° 'o. moo. o. "o. o. �. b. ^. ^. ^. ^. y. xti. xti. �. _ _ O .O O O x,, O x o /O ^ „^� ,O O 1 „O '1 x`L x^ O 'LI 'I x ^ 5 „ b ^ ^ x ^ 7. LIGHTING FINISH MUST BE DARK BRONZE TEXTURED. SEE DETAILS. o "o. :M<S o o "o o 0 0 0 0 •^ ^ ry. �. ( ry. ' ^. o. �. o. r-16 " O 'O^ O^ x0 O •O O . x09' . x00 x00 � . 8. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND .11 °oma"/ ,00 • ,00 pg / XZ"„o. o o \\ o° �� „oti roe xy9 x y9 x^9 •^ti x^9 „^e xrti ,tie xoti NP"09 I "O. "o AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN /„ � �, 0 0 90 0 I BLDG # 1 RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. .o °. % / .09 •o° =o° o� =o° \ "ory •oe "o`' x^? .y9 .rye �? .b. .tie :tie y0. =tie o .o0 100 ,09 I xo9 9 xo9. 09 0 ,° ,° .° „° ,° „° ° ,° „° „° ^ .� O ° ^ ^ .ry ,r, .b „^ ,^I 5 1 ry .�, 1 .^9REC. CTR. .1P O •O. ° ' 'o „O ,° o ^ ^.^,° „O ° �,° ° „^ ^ ^ �,ry .� xb .° 1 .,° I xry xry x�9 ry I.. 1 STORY ° �'° ° •° •° •° -ZZ O. o. xo. O. xo. O. "o. b. °. °. °. xo. °. 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No. 0406001663 t&, 12-09-2016 w sC, PE A g G4 Z J I� CD Z V J I- U >rr�^ VJ LU z J 0 J OQ U) /LU 00 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 SHEET NO. 0 JOB NO. 34160034 I-�OX _ ' — � REFLECTING TOMORROW www.balzeii 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, TOH �1 = r fA Q "D• Kent O'Donohued Jr.a rA Lic. No. 0406001683 &a k12-09-2016 � ' � P E A R G�' 0 5 0� n` - e Q 0. Q N< (D V 0� i m U Z Z_j J Q0 J J W M J_ Q LU r0 V `Z 1 r2 V J U 102N 10 LUJ J_ O U U) I i DRAWN BY DKO DESIGNED BY 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 SCALE 21 Date: Oct 4, 2016 Page iii iwhrw[tod Liohnn VP n Crntral s Catalog Number: Type: p.-r•^d �.:.. nn Ve .r n.'rmmal f•n Catalog Number: Type: p.-r^d -'rrn•r-.: .. •. +. :rmmal Catalog Number: Type: rpea1 LIGHTING Transmittal 0... Job Name: VPU64NB-13514KIr2fUNVIRAIJUO{ LIGHTING 11-bcda j Park 1pa yneMs TZ •k Job Name: VPU64NB-13514Krr2fUNVIRAIJUO{ ''rsbCrla"'J Perk Apv h eMs TZ •k Job Name: VPU64NB-13514KTr21UNVIRAIJUO{ -� bcd-0 Pa k aQartmrMs T2 rchoma. Bauer &+4590eCr In C. (RChm0no) LIGI7rINQ mhilea. ESIer &ASNeCr In C. (RChm0ndj LIGri i-Ntea: Ealzer &+4590tCr In C. (achmand) VIRGINIA Lighting Virginia Central VIRGINIA „i:.: VIRGINFA IIr•Fc: VIRGINIA O ,Q Y AfRiaa4 400 G2 Scuthlake Blvd. °""y Iv -CC hTRA I'r.21l:,I `0ri1`y I 1d:•I IV-r:C lliFl l'F.':, ;.: 0 Ric hmanIX VA 23236 Phone: (804) 379-7777 From: Diana Ades VIPER L G#" e�pDN OROEAINii INFORMATION OIIO JFNG WIMPLE: IBLCAtMfRI Project Timberland Park Apartm ants QUDt2## LV -CENT RALI&21461 SERIES Job Typu Aponnals ypL E-361. IK Ts LINV Rgo A xxx —1 F71 PERFORMAACE DATA Location Va aTnrwPrn F1MIr4Nnr Contact- SPECIFICICTIONS PRODDC7 IMAGE ($) YPL niter hrye 61116.1 ,35W 3X 3dodc 01W 1;tl.yr rJ Ipsw'� uea- • win k"oni Dvional o"ommssgnng Lm ar. I� sF7Y , Pee -TL ONIU011. nsa6 rause aasnlaa EMT uad, niel lndmc: FFNT 15922 116 2 v 1 157e 115 2 0 1 ATTACHED WE ARE SENDING YQLI 1 COPY ❑F THE FALLOWING ITEM: The saki rpxr wanr.s is wikb% In Irmo nanre•lhenell p6pe can ba u srrbletW bcgiom tying lwy'eriming 90X0-iga 180W 5( fiWC 104A UK ED. 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Io2 5 105 8 10t 5 I 3 3 5 Il 9 I L "prop:Mary eerw.Md bolk .01Ighry 1arTraliO� to --f{' No— umneV.s leetu. a5yor tmtad iOo- _ ELECTRICAL DATA PR[LISCiED LIMEN MAINTENANCE mkgmted ra the Lm rnadd., r. an } aa]roaNe avuton Pam aggne$,ne la[urn On wsrr,ty Bearer LE•D Ian nage, with LID F ma91l"Aw (on". ways lamm a 6„]a Im[Nw ramy wm n01IMIII Prmm" ykdIre Iffi od ED fly rrv"s ata fOvalatl qaS • BM-Y-ww a"" sm �� s•t `r 1 i i i i ',S'f, l `Y; IDG ask O Uti r1, C LM I i r O ff` ,143,0:: 1 . ternaries wnless;ArnoIDr r ii, ,!moldy me r leN[y Par k-0• Ai..l.a. Im ova. •ns[dWtenCos, n01 re70na9tlxued naewir. 9uM WWW, Dr OCC00 { AOM; "I=1 IID &•.`;.nate Isr.w 2ww _..1 nti a ` P=1_1 aur. ,,,..s..It ,R. r,l,nrn ..ria n.ra.n ' GRILLPAiiERN Epp 4.6uig.n.tl I 11111�1111113 Wv,r epi °p °'°q1, 'j°r 1 14 3�' 12D� ' W 1 .1 181 'rr,rcxi Pr W..,we-n rw.a. d. .axweep.aa Ilmepe_n +iror.l•b.ai.ID,00¢w.rs,fL®bdq Prl�,r0.uwca � 9 7m 1� n mel — „d.wM p.°,,._. drt 2•Yd' co NO Fa. •.., FFA--- ❑ i oma, " � I � �4�,-� 34;90- :a MJ m 3490 a SO s 076 y3C, ' e o'L 32•f ' n7 p. 347 10°C 50°F sol 0ERTIFICATIONSIU8TING & ^h_ cus �is9a es76o $d A.- �.— re\'r-� weara.�k. erpow �m I WZ �� 490110' 28 Clow 29 1 ?,wc at'F a OD 95 2 740 ' 020 :5°C 77°F lOD .....4rdeb4 ... M..ma armrtxrremr..Wittreekatl IMM carers AA Raemy,e•t,r 90 7 975 xn � 1.p -Tarn. K 41� K &dOfn npoloy • 26�: 5Ai rr pe'ne Ciro E+u Bradenton, FL NA3 • Phma 01)0315-4929 HuS ALL R u Od15 hRr u 0r a ra n rad 0 •rfi n O6. 49 9oa9oi od e+s 2 01 m e dog s 9 eb ealLR 2 3 Mont 8 34,, 29 NLtaEiELL wrtivrwrinuod eat b ml,vry wr vBdict; gvpASP.daraar. msua,d tvsn4pgu nehvR nvl.n upHx I NO" 2041 S191111 Ea Mr Surbdul pnuwri dk&L.mnam uupCiMb, pwftlgnuIWWwon,, aulltd b vinsinmw9wl.fia. =I UBPdpro OenPeLlm•wm,r.qulk0pnen.u.buvn•nmrm•roe.ria.=wt ..p.Ir.,sc.rn,nwm..S..i H:1. ., - et O,imev Our Wdg deltOp,FL342113•odA I) C•900.315J92Bd. 0010nlouhkI04IN^10.0" �� Huo"J L �•LI�.'etrq uaaessininnis.T.6...tatep,..e•a«�.,anesn...p.er e°p-.15k.imp Lw Arte AxIIIH.oM,0111lDo,k:,rk,k-uadwy."6 It.pTCdanraape3ia0.4.nrl.11pylrimidC O�elrlael nCKGR. NIxlha Agved-Id rceniMnmu.reRonewA.le.m.wLa.e..q.Ors#i.w •M1•adiWt l7pEL !•':. FFDO009 Lightina Virginia - Central phone 379-7777 fax 804-379-7778 Page 111 :w51r111ttod 11, hon yr Iva -crewel Catalog Number: Type: :whr111ttod 11, hon ve ria- neral Catalog Number: Type: .;'• I' .'• '1'llla-centre! Catalog Numbsr: Type: S.Ir•mltted:..I I' . •.',nrpa�cantml Catalog Number: Type: w•. Job Name- VPU64Ni35I4K1T4fIJNVIRAIXX?C LIGHTING Ti mrbcrt-d!Park eras T� a••. obNUN: VPUli35I4KIT41UNVIRAIXX?C LIGHTING Trr6erlaM Padr LpartrnerYs T� •rn Job Name: VPU64NB-13514K1T21UNVIRAfXXX L.IGNTING Ti mbenand park ApedP, er7s TZ .. JObName: VPU64NB-13514KIT2IUNVIRAMXX LIGHTIN[; •`"Incl Pa"Aradmem T2 Ar[h,[eR Bolger dASNC., Inc. (la chmOntly tZn Archma. EafTer ASNC., Inc. pachmontlj WCtT[F[I: BBlxar $Assoc, Inc IRlcn mprld] Ir•y •• BBIxNr $Assoc, Inc 1k1.71mcndj J VIRGINIA pI „ F'k•*:.: LY- Cr 14T14A U 6 illi VIRGINIA ,�0"r ,, r'l.:a:•: 1 Y- Cr ;RRA U 6 1 df, l VIRGR9IA Nues: LY - cEn TRAL1Gl wL l VIRGINIA �i Naes -1-CEN iRA1,611 dI, l rI FSA httpJiWWW.,dot"-3r.(4ida-lisl.TC-'Ci.k f-appme;drabnul-t `� IDA hit 1wII�,••daaksky,°rWf ponrnursarlview-prok1wI doIailAcvmppg... ORDERING INFURMATIUN C'ROLIiNGLXIN91'LE:L7'Lh16MF-2800ItPlT4APWI'CII IUSF21GENM6LCe1SAS01 a , ABOUT FSA YPL 61NEiiffi 412 T4 VNV RA Irxx YPL Piper hrae 611■-1� 135N 3K 3k1O( 6111 i;tl.l:: J eN malpbaapxop:pry.,ii-SS, PERFORM1dICE DATA ABOUT Ir}A'S FIXTURE SEAL OF IID a1,aY ® ,3i1V ng-rL safeii rani a a+e-R:ear4mna EMT tied, maUa I.I.,W FFLrn 15977 Ila 2 v 1 15786 IIS 2 0 APPROVAL 9]119.160 186N ImI31 KKk 'F7" I8ow OPEN emu rpF� yn_ dl X36.190 haux a.de shiMd YIXF whh1e91 urea SC i0008 93119-gg6 MN Shdtla9 MN We lila own. MW rrf Bet O,ckl gil mrnrd • Imarrrry D+p sjT Dia,xa lrl[IunF T2 14774 101 3 0 3 14131 103 3 0 3 T3 15137 I D3 3 0 3 13996 102 3 3 3 T4 15511 113 2 0 4 15956 112 2 0 3 „ .. 13!V7 DARK -SKY 9GM-a6 MIN it ryrel 2Pni dusi hover DDi dart[ 9rmde tenured r4a3I C 904D 09 D 0 2 004E 85 e 0 :� FOIU 15511 113 4 v 2 15356 112 4 0 2 ASSOCIATION ImA.ky N'd TP 9T•I IND newunia1C111ill GY5 OUNsm"clh 9,3119-�0 78n9V mdivnaam 15H 15715 115 4 v d 15327 114 4 u 4 a APPROVED IFr ares, T3 types 015 auk llgomm ancon 15'74 15:372 112 4 0 7 15217 111 4 0 ' D DARK SKY FRIENDLY FIXTURE Des Paa'waepa•r.91r am ownlexhno ra Nror nu Win 21132 117 z D 2 20922 113 2 0 2 AP In roved Nluren ecaY Is•daml _1 �n1idaA,,,)C,AT,,)N• ■m nalLlk 4l Nn T2 18001 1W 3 0 4 188113 144 3 0 d TAR NM, V. fecvnguur 1200 mdaon elmmng II[hynllm lE.111 ••I 'I '� IF,T kiln l I:1, 1X!00 1N :i 0 :S gH51:S 1,63 9 0 :S 66111 -.C1(- nA1a it 9eieclOr 7651111 m:d,-. •„t•: m ail,.rlollaa m;y:-' Hi !D[, r,,: INOW 14 10101 114 :+ 0 4 17WO2044 113 :+ 9 4 r4aiLC 12133 69 I n 3 121141, Gr 1 p 3 APPRVm iI7 DARFg SKY fglBNDIY RX1fURl THE PROGRAM TM hw e 1 °” 3 w:'1: � FOM 20571 119 4 0 -e 2038' 113 4 0 2 FR kmtrowaut"I TSR 20944 I W 4 o 4 207M 115 4 0 4 Formed in 1989, the Imemalional Dark -Sky Association is [he authomafive voice on light polution. IDA educates lighting 'P..illa.awlk.ap 0000 ,Aa Q,F . ryy rsclxnyul. am T5w 2'7290 113 5 V 3 20012 112 5 0 3 FWr1 24933 106 2 V Z 24315 105 2 0 2 Prtle}OCt Detail CIIcR rte re to go w1 search result page. designers, manSdaGtufefa• technical Committees, arb the public about light pollution abatement. We re"nas lb al the beet way to 'it:gz .rs.�h..P.a..e a1,. E...a_�pa_s~ NO k,1,•d. r_{.y�na.:s, :. Sip 3 W 004ap,lkr TZ 23070 9I 3 0 d 22135 97 3 Il d rIl npd.la kuont—kyu n. oiRi-woonM 9■ky a. Cieki aeav SELECT PPR 2YC a0iusWd14sudda Rrim,plodalitova RrekmN.kmea.FINISH T3 21947 33 3 0 4 2175 K 3 0 4 Company seawn Pfodupl6 accomplish our goal of peokscdng and restoring our natural night emwronment and our heritage of dark skies is through prpmolion :,.,Mt h..eiopba.e"_.6.f.ce.16la Aa waMm.1o..b1in•feaiTlL ra OCLo _Wlkd•'. ae•nm Ni ""I """' a._r.n..mvpf.►anAafeu �V. ol.0r.rkiarerOWIL ,A. T4 24330 13Ci 3 0 d 240 f o2 9 3 5 I9 175 dot :3$lY Nama..aw.M of quelily outdoor lighting. It is in this spirit Gaal we have dereloped the Fixture Seal of Apprmul: (FSA) program For dark sky .—r-1yaey.dA...iimW elfind.dr. lap. am rwnopole aaapurffT k 41,. dei ntn:tlu>eMuepOPl•A.raa.dawdpmrg!relictmreqky,t j. noM 7se9u 96 a o 7 719;6 s 4 0 1 15H 74!79 105 5 0 5 74541 1114 5 a 5 WBMile: htIA:Iiwww.beacanJaroduots-com friend fixtures. FY H IHOTOMETRICS T5w 24175 193 5 0 3 Mal IO2 5 3 3 FWFI '25359 113 2 0 2 2bl IA 112 2 9 _ Model Name: Apar series The Fixtum Seal of Approval provides objective, third -party certification for luminaires that minimize glare, reduce fight trespass, H .w1 yvpel mwr uF,Yk.ww.l. 4WwPa4P`.r•n A. 4e6a naPT`.a•T1 !,Bal>QBO9ifC nn lmyll kud r-rEw ,w 'a x ii rs ) or x' g � r w 4v m t• ar g w r 1. a r w T2 K665 101 3 0 9 22431 100 3 Il d T3 22446 112 3 0 4 22718 Bg 9 6 4 Td 24695 I I O 3 0 5 28439 f os 3 0 5 9': 700 ilii 220w r4�C 1084 W 1 v 3 14134 GG 1 0 3 75012 24815 110 4 0 2 20491 109 4 Il 2 Application Area,Parking.SecunlyAschi8aclural, pathway Type: Source Type: LED find don't poli Use n1, ht fix For a modest fee. IDA will evalua9e the photometric data of an Iuminaire ri>bmitted ds g Y y manufacturer. ,!Phan the fixture is approved, the manufacturer receives a certificate and the Fixwre Seal of Approval. Manufacturers may use the FSA slat to promote and advertise their IDA-Approved'n dark sky friendly products. rt mar" +r rar a _ 758 25133 112 5 0 5 26902 111 5 0 , TFW 24349 199 5 v 3 241% toe 5 3 3 Product For more Infonnatlon an the FSA program. Hs scope, and its rnteria, and for our answers to your "i.iemly asked questions, ^- Hari 29939 106 :9 0 7 79541 les 9 a :� 12 21369 811 4 0 5 2Ie96 91 4 3 S --- Image: ple:a�e refer b our FSA progrem package {Portable Dacunlenl Format}. Or wntact us online. L/ 19 78396 99 :9 0 4 71311 KI 97 9 0 4 � Two Trnvte.u.dhm Tyltv"".kir prnraA.•mdpep VrIr1 lexrosn•rn A, T4 281211 102 3 0 5 2BI37 M e15mn 2alw 6 5.•.-eaa2 CERTIFICATION G I. at4.rr10 D 1unH YhLial W.5t:v3� a.-,fti a L� r �� . a' r,. - m p r4aflC 17561 B5 I D 4 W.311D 0 4 IY6M (1,3 9 IUj Y 0 3 28601 _ 11 3 TSR23105 195 5 0 5 26133 0 r�' i_,�i:_ 1371 29010 1D2 5 0 ! 28707 0 9 em Pnt...vP-d.aaci,.w.e.uenvA-.m..ae,..pa..p.e..m•eanem.aynurn..ncrn...lFern,..mr.raeu.--..°-..--i .w.ppeaa. ELECTRICAL DATA PR[LISCiEO LUMEN MAINTEIIRNCF Sdscahon 1= sheets: t 68C_viper_I_spec_03272013 pdf SubmN your dark sky friendly product to IDA for evalua0on and cenificati0n. Join the Fixture SB81 of Approval program before your compkil a dol G • �, a i f0.UO 1,o apply for the Fixture Seal of Approval, Simply fill owl the online application form and hit submit IDA wdl then cgntect you after 2YCIf9"C I CC o 911' f W D ff .F evaluating the photomelric dela and will give you instruction on the final steps. If you would rather submit the application by hard 6c 1 aa5 135 . nx,.tenrrsa l—.I.i 0 DRILL PAT TERN Epp LW612111 IM 4.6u4..n.tl I ;--•.ep., j -j aPq°gt Dsrr 1 3�'12D .r ap.nm. d X119 .ep ..am..P, okIrI- ae ae e1..,P� .n6.4 �eaa.m,a00w.rsdrm bdq PrlealA urmm nm Io 4 7Rl I`fl copy. Bumpy hie Ihe'view as PDF" button in the upper ngM hand acre&; of the online application page and application. email or fax in the Deer-•'" fi----77 name, _. � 1 � 3 Qi 90- .-0 [ 30390- II a ap 2 815 yyl D'L '32"f 102 50°F e M Criteria e,pwayyln f A,n . 1 70'C BR°F I DO 2 7aa 221 :s°c r7°F I OD ■ The light source must be fully shetlded erpok erp* Qr u 2Pv110 219 7 68Gm Z t ..1ketnnea+mpanHae Nma armriorrsm r.mknlinkle re.nem F-.%. CCT Options! 3000K.4000K.5000K Y P B9 P • The fixture cannot emit an luminous our ut above 90 d rees in theveRiCIB t8ne„y 2 a5 S: arCrrm!• New submissions must Clave product models available in 4100K CCT and below CF I 9mra Ratues• 20dT s9 kA emeC daEaa Bn�anqR 34763 •Rona A60-3451979 • HLf 0—AvAilA j NFboadDllnyed.or vhwo.WrpwdpaLpWaG,{w[1,h'a0fD6riGu:d*tNh90,.d�B 0A,. ®'U,O".w 89amn Relicts• 2041581h Awnw drde Eel a Ft U203• Phme SOO-345428 hie 8415fe'mp 19MIC13. kilaa«Ir,wf •PorerehWmae vk nrxrnknnwwnaenp.f.441m . kNdhutA lssi'K • 1: waittn, HURNMLL h .,D4w WMnyd.n^ 14 in,rkk,I rp dyr)5,yvdo,p Jr�Dn; aaSyyjW a a d".il ,;Asia M uyind.op I�• Bu 9� . q,moupi• .A,"fema.a•iernkkdkk n.m•reeo.e.q.pvwW.cupn4.Y4.r •ra•ad.wA8p[cv, ;wbrlvttea Li hLn Vv nt;}Crlwal Catalog Number: Type: 5lebmmca U hLn Vv nt;}Crlwal Catalog Number: Type: Submitted Li htln yr nka-Crlwzl Catalog Number: Type: —brain - htln yr rata-QrVal Catalog Number: Type: .v... Job Name- VPU64NB-135/4Kfr4/UNVIRAIXXX LIGHTING Trrherlar.dPark,auartmerxs T� ao••. VPU64NB-13514KFr3ftjNViRA`X,XX LIGHTING rlar.dPark,auartmerxs T3 w•. Jab Name VPU64NB-13514KrT3ftjNVIRAIXXX LIGHTING TrrherlandPadr,auadmerxs T3 ;••. ab Name' VPU64NB-13514Krr3fUNVIRA`XXX Trrherla",Par,,'auarlzlcrwT3 Arthmlaa:Eager dASNc., Inc. (Rchmandy rJb,Name a: eager ASNC., Inc. (lachrnOnd) Arcrelen: Eager ASNC., Inc. (lachrnond) LIGHTING >srC ma: Eager ASNC., Inc. (lacnmandl V_R , fJ.:ac: VIRGINIA c: Irl, VIR _MNA r1¢¢Os Ca W rk•*ec Ez 1V -Cr tURA L 1614`1 � r IY-Cr r4TRAl I6 IinI •`y IY-r F IRRA t 16)14:,1 4O” l.li IV-Cr«TRAL I614r,1 E VIPER L D�" IBEOPM "71k) VIPER L `'n" �s'"q:cr OROERING INFURMATIUN ORUEIFNG MN91'LE: YI'Lh16N1-250IW14AIM14;Ft-lLiSI- IGL11XWLCAVuUBY Job Type SERIES Frn1"rah Job 71, F" :A.: .�� SERIES F4'pprta4 j YPL fidN6-4% IK T8 VNV raa Irxx 1 PERFORMAACE DATA I ARC;C VIPM I l IMI `841 n[ I Ancir w am I l IMI rine nC 111 111111111"17—i SPECIFICRTIONS PRWDCT IMAGED) SPECIFIGMIONS PRODUCT INIAGE{51 YPL .i;er All 61Ne.1�F ,35N 3193a7— ec uaW 1m.nvman BN t—bhpa w,urud ' • ' • pip �_. u_ . urn' - in.%onng .� lri d u.r: • Err _. . , " ' Lm array ® 3471 WY PCR -IL [VIA111, wz.uo Rata ao4nlaa ITR tied, maer lndnul FIN] 1$922 116 2 u 1 15760 115 0 1 ap erfcN BE The 13—n Mwr uminrds b wikbli In Iaq _ 1 •1 ;.vve I morn 5 non aaWe _ d mmlem LED WMI90 r,.�.,. .,a rpt eme. pert Dtacpn Nper uminapr « wikbe In hq � ' • sac, none .rn _ d dlrki—I LEO Walage ... 91Ng•1m 18094' DIV kik 90" 5K Sk7C8 IFoA emv X38.190 hauae a0eahieid MIHF 011111 durM 4BOY f CR3C pr.wfl, 190' 72 14274 101 3 0 3 14131 1,3 15137 IOC; 3 0 3 13996 103 3 Io2 3 0 3 I) 3 cmagurd ins and Poalcx nn naPlgre; desOld r l,.r: .I •' .•.l rim 0n att4Crpi cmagurdnn, and eu-I dP.l".In des 9e ; 19n •• 1 gotig-7JE 235W sharing MN Mak 0rvnto MI)j fed Gill win gn mrnrd• T4 15511 113 2 0 4 15366 112 2 0 3 ID Iflowe IOD Igh0mg uP 1. 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Product. nal ebb b.:,r.5.r:a pert•, lvi Pn•y 1v1 edema dnnn h9 egupn.rA 313 f1'3lptg pre,rnbedby AN81113681 eHOi[NIEIA ICS 191! 24175 IOC9 5 0 3 23631 Hpr1 21,350 113 2 0 '2 25104 Io2 5 112 2 0 3 0 2 C aaamll•wuriruguus[ A B C 0 YY.ijib F]NI . CompmwAlAu-uDlikow1e11I wrng win me flavor: 29.12" 24 1 y' 14 20" 4 13" 25 0 A+a 1 4 11 _ .ralurs[ A B C D YY.ijib F]NI m'W19mwrng wren me `add,: 29.12" 26.1 g' 14 20" 4 13" 25 0 lbs 1 4111 liwl ipgl Trp If T9w YAawWA w.l�leap96x T2 K665 101 3 0 9 22431 100 3 0 4 Boor r4 may Way M iiia moan 90%00 •Ikxwo Vvvl 1plpmDar•CDi1p0.Yn• .kroo am nna is lauaa p 7"'a 678 MFO (425mm) [165 mm) 0 OS" 01.314 ren rorusem 1l �p4W Old lhprmn CUr0d aH 8l.gd. mere orl.ynar. •Beac.uY hQ sbnshls, aliasslags •Plug dctPFlf.dt an lfq Otl 4e'LLror use pro i.ja(nl1,0 MDn walk Bval+r'Or vrwr,.. 9 MOYY11XG eTTplli az BD99mC 18Aa� hQ1.rr tBA ..[ng endo; art Ipa•,�x.d wen aunvrmva.e .. nnuous en. 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"h the AAlAA. 6052 --�- 1914 24349 139 5 v 3 241% toe 5 0 3 • Flora aHpinea mmpahment then mmsn al pP4^„'a' ... • -,npP„m4A I, W0, LeD on%*Wm00r� h 4m into pe W%rald Pa;: ..-.''a$Pof ranW j '4 - — . Rp a abdirckl a n"Arkint shal RM4h 41 ,ok"r.*,o rpuMrctnoa cn near.[&: 6W dmpr WMCQr*h AM Mill CO PFOuIW pgsang a3000 no. saLsrxx),IixIc• I lmg '4 Hurl 79HI9 106 :9 0 2 79541 12 Zf359 911 4 0 5 2I95 1115 9 91 4 a 2 o s Mn a Pe9AAkm!A 141mma MOM ror AL Cr'1..• 0 cne ref GlCdntN WD N.1 Wa 1.t o, r.l .a1--i,r Ina A5TH106723" I=% .� vin a 59$hAutM t9rmng MOM rorA.c ca"Mo raa.rary am resRa, GBr rtr We Rid Aa lmt Asa OT ath"101k per AST410672 and mc41s � �11 19 70395 99 :i 0 4 7EM 97 9 0 4 Pa.eraonnetlbnf. . cry npu.rg aaa.g129 Mr 4n Opbn11 fqn aBrL%-0 Impatent pt ap tO 160 hcn•P"ws 5 myk. tAw1w1u,PnW Omni rac4Dcace. I CFnkwoctlofw 'flee ii'r T� Pemeraenn.11h.. .Pry npu. aaaF 129 ror 4n Opbn11 fqn alllL%9 KP%h m up lip 160 hcn•pG„rl, N g s mn- Iw61•gckpnD10 LC4NOI RCadface. I G•n�Palorw T� ipw • Ytg xw Yyhm TI.T«ta•p kir Aae.eAaem Dpap r n yr, im`L7e1022050•M ldr ,1W14taml?RNs rvMepap]iNlidil LgtNF9W6>:t� °' s T4 281211 102 3 0 5 2BI37 8fi 975 dA 2�1 w r4a31C 11561 FS I 0 4 [7312 4612 231W9 163 Y 0 3 20601 103 3 FS 1 102 5 0 5 0 7 11 3 um harr, Mail NRTL CWIW Io LL 1696 I I • OmmngsclteDues. dlagrwstcs.am Dater ar, fr7:A isle an7p car u1, n .a.1 ecak,r,s I ayr4nOad raw ur4t "1 OpTlpn4lb Volebo g• - Thoma k9mharr, Mai NRTL COW Io LL 1696 I • pmmhg scltedues. dygrgstcs. and Deer x,e s7gp isle aryr car use n ua1 uca4or,s A� gyr4npad roudyr.g are Opmlpr.ay� iyabN. g• - ,e x Y p '" T5R 28104 175 G 0 5 21123 "1131! 29010 162 5 0 d 28720 104 8 101 5 0 5 0 6 B IhmagR ee.aem.p lylhg airy eYxter,l . Prop'IHe,y e..... nae boWdna mlghpy 1RHmarty, �te +,a --e)' IRmDgR eumm.p pglahg Aird rpxtpm . rrop'IHa,y e..... nee board" Ighuy Yoram=' �R+,a-�• l.. - CPn•r.1.a.e,empnld.re° cru Prnmpi. aaci,.axe.--roue—.wx Ie..Fr'e.awta,aee.%i,—,.nnn.,—P°-- rl,.eiru..ma..°.a.n.o.rc.e.y.pp— ELECTRICAL DATA PR[LISCiEe LDMEN MAIN7ENANCF B ekgnted IG the Lm riii ria M [camp unk-1.eeeue a5ye. unwed } an7roaxo so"A wet aggros,rie return 0A ,,wemmy. La.�een LED Ian narE, win Lm r� mvaNmpm Imaf. "lays 18avm '6„]a Ir1tRV v5uraly mve•nIg fir, Ina LPD alrayt. IPL dn_ arc Cuve rcd by a5 q •Bana°yoacw r.y rlmy"" yr,Trlirllodw�ranly Sm mkplakd IP the LED rmdVr, ra en ;camp umnares leeeue esyrr Inred } aa4rSdNe sa4kOn Wn was r,1 . D'oo'n kE•D IanFares WIM LPD F aggrOW" Won) on ' T naei[mem tri". asap leaum a f „]a Imnkov rdvIy Wvom9 Ire LED alray5. Lase tlrrvari an [Ovam qaS •ONWY"DWW nY num CBClr yaarinled� 01y � sol --_ 1 1 i i i 1 Yb'CIf9 "C I DG 0.93 rpl.UA I r1, •f U1' I i i 0 -. ' '4-' ' . tomenad Wneta;Arian Tor nl4elnum ,nrpkly ane r lkMlity Par 2-0r Ai..I.a. In ova . ns Mumn sees nes raj o n makcarer nao," rum 8s IDM. Du UCOO ,>OW .Ony a $hgy Ppvih too e•.erinate � Ip.w 2wco dui..owed nor .o- nrmaco .ems n.re.p - . ternaries Wnets Vnino Tor rrnrinum "Mmly and r leNlle Pec r V Ai..I.a. Im ova ..nsr4sumn real nes raj o n makcarer &21014 a suer 8s IDPtrrs MaCCOO PON, "IAly. sngy P"h too e•.erinate � Aek._ t1T-Ca 16y..LYl..ld dui..o W nor .o- nrwr o ..•p,u n.rary'_ DRILL N5iiE1Yl r6yxko,ia � Wv,..epn 1 j�i - .r 5y. 'wgrq. D.eo� 1 1: am1?a ?5 �k di �� .L .m m kIrl m nee 6p 1 m5 � �_ cm�e a iu,uuw.rsuuuma.v Prlwn l.+w.a r s^ a 7m ran �� .1r.�.-a Yaray... para- ar3:•DrovalDr r safevr.. nart pi -m ar3rerpvalDrar °61 V. •.•,.• CCCCCCC fxesn5••'. I ® 3@'90' 2d [� 3�9g' 2.9 , 11 , E7 p ax 32"f , 02 p. 7 1C°C 50°F 101 0ER71FICATIONSIU8TING & I - (DIma � 8760 I Y, R,q ,'0% 0o "L. ` m.rar.�. 0ERTIFICATIONSIU8TING & - U--= '�� ¢�LWZk, 1598 @ 8760 I Y, R,q ! .. _ r.a a 8� we9ra.'w f- "P* r^•1�_�� LITLd 201W 219 411 fA 2.9 , W Or t 7,wc ee�F 100 700 ..0 7S°C F7°F 100 We..lvdeteefenk rk M. Ami armnxp..mtan.d.w•t. ma ate, "' Ipg , E rrercraiapn. LL3 A w:au>:1 F'r11rb 1Ls• 1041 Win Aumin Clydnhaat Sailml lq FI 347113 • fhme; 996.345.482a ' HY1i1LL c ue m 19pllan Prurin73. 2041 !Illi A—)Cuda feat Eiadenlr5 Fl. 54203"phone: 900.345 492H • 1.11 �� fiatuds • 2041 S91hAreme '�, 1kal ln.rite, FL 34763 • Phar. 989-945-•1929 ®e a_.....a.. �. ` aeit.ueomnyee d1eAt repo. Wrpwdttr mho ew-if"ok-areauheo mshnge.olWDpi& N■•,`. 9oacon Products • 2041 581h A.en,,s ords East 6adon[m, Ft 34203 • Phora 800.M492B • A [ 1f�• Y Puvmpur �rNnEj Nbrt9prvnw pa DNOlod. proflClA H>rN367f6 ala 9ujkQ llcMnpv waApe[p96a. ® Lyrl[Irr LV71�,'1 y`� [ 1 �• Y Sue WOry �fNrl e4 gbR9O rrloq py DroACtlt pWkotWid6kti]fC if WlpCt lD9Mngv a,lld,1[p96i. ® L�hsll'1■ L1.I7 �7•��}� (Dour— p ° 60115 eeJmtvAtDILiS, NIRaa «rlwt• nrmroobir tva p1ru ww°u:l rpnfe[E elm •sued huu 1115 EC .'1s � or nurrnMnwa .rhix,n imp— our pga.�. Peao1pKAt"D n$ .UbjW n d'"O.Nov, rg6ta �.- NLIMMMLL Llyntna naxnenrnBrmoa�ruveiea,r.,,M.rnne..e.rrywt ru.m,...,s...el.e.e.n..f�xaeaw aPSa mnfi eaTaa9'nlaHnamr YNpteaueM.f°urn.f.Mrtwtp•rw0ldru..,Mr..p.I.l.s..r�te else aRC•',nfi aAn, nlia•Mlif]S.N JIR asvep•Iofmtl.YR.n. ee.r.d•b'vw W.E.,MDCA4.p •IYeO.I&a Br•u. l:l 1 1 2 1 3 1 4 1 5 6 1 7 8 1 9 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 18 1 19 1 20 1 21 I-�OX _ ' — � REFLECTING TOMORROW www.balzeii 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, TOH �1 = r fA Q "D• Kent O'Donohued Jr.a rA Lic. No. 0406001683 &a k12-09-2016 � ' � P E A R G�' 0 5 0� n` - e Q 0. Q N< (D V 0� i m U Z Z_j J Q0 J J W M J_ Q LU r0 V `Z 1 r2 V J U 102N 10 LUJ J_ O U U) I i 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 SHEETNO. 20 JOB N0. 34160034 \• ' I-_;ri I 1��_ REFLECTING TOMORROW www.balziI 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 Roach Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 <_�� T H 0 Fr r ,f"447 .f '� "D. Kent O'Donohue, Jr.a r, Lic. No. 0406001683 &, kl-09-2016 J ' � PE AR0 0 5� 0- \ `' e Q 0. Q m = 00 Z Z_j J Q0 J J MW 5W L J_ LLI r0 V Z ` 1 2 J (D C)[)� 0_ > vJ IO F --- W Z J J 0 VJ'� W J F --- Q� 0 Q U 2 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 SHEET NO. JOB N0. 34160034 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 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 Stbnritrcd Li hnr Vu na-7r 1 Catalog Number: Type: Subnrittcd Li hen Va 1Aa-Cr I Catalog Number: Type: :xbrr,lk•d Li htn VirmC,i` rural Catalog Number: Type: :,irmincd h. L,• hon VI lsaientral Catalog Number: Type: ,pe., lJob Name' VPU64NB-135I4KFr41UNVIBLCIRAI ,Pa., lJobNarm: I VPU64NBr- 13514KINIUNIVIELC/RAI CA., Job Name' VPU64NB-13514KT41UNViBLCIRAI ,Pees Job Name: SNS-25.40-11-A&PCXX- DM19-8C LIGHTING TlmherlardPad, artrnerNs XXX T4H LIGHTING TlmWrlardPad, altrneNs XXX T4H LIGHTING T:11,11lar�dParkApalhnerAat )C.7CX I T4H LIGHTING TlmbenendPekApedmeris SGL POLE �7Br8 Assoc, rhl Ar[Mlett. Bs2ar CASNC., IRaGINIA InC. (I�d1rCAndj T.!„r-.: rcM[@tt. BSIer CASNC., InC. (I�dlrMndj Noto S.VIRGINIA ArcMr'a BSIer CAS ,C., .C.O.,Ih1r1,rM, Notes- VIRGINIA Amro- IR ich mond] Nota-: `1=1 CF t ,VIRGINIA �HVIRG MN IF: "+f.1 O I y - 1CTRA I 611461 I V . CE 14TRA 1,16, 1161I I V • CE hfmx 1 '. ti r 1: •: LV - CEN 0 VIPERL CRN C)MUPM ORDERINGINFDWATIQN OI1RF_RNGLXMIIt:YIID%NB-Z80PoNIT9NHWI'CFi-RISi-VGLNXKRLCACM$7 _ p a puare r r p. . p SERIES ,Pb T" 7,PpP,:itk }iPL 64MB-136 AK T4 VNV 8LC RA MTN PERFORMANCE DATA I ARGF MPFn I I IMI NRI nF I 111111111111 • . Nos Laadlhp CapaCIOU SPECIFICATIONS PROOOCT IMHSEIS] 1JPL .1 1, 6118.1 h3514 3H 307R( IIIN 1;9.1i:J BN leaf Ltie'x'xe•d, ud ° to Anehpr epks PWa Bele ^1 bkwdM u0-,: • won OCrral ore-ewnrnrignng 0-7 { rca-1L Failclk Fds aRl Ilona ap11n1eb AMT bled: maU. 1n1 u1u1 ® 8RN 31717 FT? 15977 118 2 V 1 15767 IIS 7 0 Plate, Catalog Wi iint short %de 80 Im phi fb Inph3 100 {. ph) Halyhe iaF ay NUr.bir pbq Sha Ilrp Volar, iIR Beacon Npr bminrre I rrBIMbIB In Ilq Irenx a6mrn, Inerad moron [gn DB Srrpf@6s bO61i0rp ;800 Na81 k4R AD• 97tl9.190 18014 °SC 1001% IFilaray AIM droll I x36.190 Musa ade$AieAt 18FFf Nulo 72 14270 100 3 0 3 10131 103 3 0 3 thrp1< Dy flan 103 Prdi"ol' EPA WL EPA WI. EPA PIC. ax .nx o x m ann 3vA]gplorCv 9Acirvleln LEDWm o wai wnylheta*MungI ethepppe .rd Yel9aatly setang Ineeme ane Pae. TCR 7C prn19ct11• �9�•7 Do hior MN 1011914 afgnie te[N I:7 T3 10137 IDS 3 D 3 13996 102 3 0 3 nrn f.t as Ik'y IIbsI 41t'y Obs] {R'] ba] cmhgurdone and gAlbx a el*MM deepned MOplttnn 1 lf•;,;w i,I.anal rape On duMEIO, •an.fflc••lulyIIILy1aWFeuIWLG7WDIM, g3NA-2213 f3bw dla6ng 1�••.� , T4 15511 113 2 O 4 15958 112 2 0 3 Lr.� Ito -hu I1 r.6 lu ". h1 40 3 a v. :•. � 'S:. I: • _ �1... : : v tureplde Fl 11 hNI Fate 1D]Nk 6Ni mr WS A B Imam yap In Omn;c IWuah 64 626 nA 138W 54�C 904D 6s D 0 2 ME o A 7 _a _L _ _ allow 64M -in °pun hr 7fpd9ah raw 9 ' Instat5r y°, pyylltuyrY.ed WIe mesRappalett 909-710 ;22UR 2PFII dual "or Tl fypml � DBT dark 9rmtt [natured 750M 15511 113 4 v 2 15356 112 4 0 2 SNS -15-g0-1 i AE; 15 115 11 4.0 8 25 8.0 - 0 u V.75x 17 s 3 4.uw 5 0u I i 1 �:. J . _ _ - `- N n a muU4 vanxy 0-e $nn 9 m,4 u-FISCS a 61ea01 026101 uiil 10al1bf1,. a4eNss [vntml . Thuanal gBw.aeealysaN•Meda ,�,y, ,yy am, 9 1 Fn arrep regia 9GNA� NTRI IMD B9"lli ict e,tA GTS gNasea" h mu.n.a,.. i5R 5785 5 4 0 d 15a77 4 4 0 d I I•AS 21 140 11 4 p 8 25 6.0 • A o B 758 17 3 4 007 5 DA B 6 ! • . N cRr�aulon: apo awevt tadmmaa uid ngn r yrrtneas IFD a! I FD at" 13 gpolMMff1BPs wrr :I; r .::rnm[5 15W 15372 lo. 4 0 2 75717 111 4 9 2 05N5.20.Art $N$-20AO.7-Ae 20 185 7 40 825 8.0. 90 075x17,•3 4001500 160 3r6 ;': fS 0-p 75 •en4p11Coaplcal CerHdgN F*-C(_I,Ibg ke"K-CPCpdu.-Ign. imh panma Whm ne molima eplSan,&active, aid selsaivir '• „ DCS xseulenq sane- Cher Dlef-'. r.•6, T4 9�N FRfTI 21192 117 2 0 2 20322 113 2 0 2 5145 -20 -50.11 -AB 20 195 11 50 11 10-12 0 75 x 1Tx3 4.0015 DD 177 442 13; =I7 of MLED efgln e, LEO Soft., apnea, gaslael 1T1 t7lianj Dew heamireml IIsi mM,) : - - - T7 16866 105 3 0 4 1B699 164 3 0 7 546 -26 -4Q11 -n - ` - art? iNltlnt dew bow. • R luwnat@sO Fq.mad may also be Sol t6A w 1f.reCGrig4161 NDO MOM Olmmnq I I IF1L]q'° iMNrp ml Im nil; : • • - _ 19 18700 1 D4 ;i O :S 1$513 103 9 0 ;S • Caddlge R hex tog other Internal Warr as a'Fredor lm unlp[e/fd Me one T$dll uRr aelecLY a lOSil Ila :s o 4 7p3� 113 :s o 4 SN S25�0�7-AB 25 245 7 4.D 8.25 8.0-90 ,75 ...1 __ : 171•:.. L. _fU 77 2 - T etemomnssonepwlnCFOWarns FnI ICW Pr more',4alma' w-wao high uPpn sI1p Ill,.x ov6 ntl Ata l: 11, �- "il* Ro !0e"A 1NOW i443LC 12199 6tl 0 3 12041 61 1 0 3 GN5-25-50-11 AB 26 225 11 5.0 11 1D- 12 V ': 1 " "Fria ntpacpa iso Dnipypl epeCa s)eNm .Tc it lair g slKone IM mS,O•Cal11r dxecing matbn. . Tnh Nndlonialny Car, be -Sea Ip ■n0- mwafr T61r or" V. retina add, TSOM 24571 119 4 0 Z 2DA5 113 4 O 2 SKS-25-5U-7-AB 25 350 7 5 0 11 10 - 12 D :'. I : .. : , .: ; :: .:. 0 poiwoAPre roan. ljw" enhuae a Wpffiw., al sad w,Awf each ndimval LW. Winson 1, intra", .,Cootie, WH Y1Nma a I.g I, near un.on Nr4l v Ih rr:,vrcyl llr4Ky pIMENSIONS F6 Mtwrauto TSR NN4 11E d 4 d 207M r 115 e 0 d r SNS -31 -40 -7 -AB 30 201 7 50 825 BA -00 D75x 17x3 40016 DD 67 167 44 110 • An nt6gred4d drplo ainaa colo 0-N dpna In ',.am,�w.aull lar ODIC EA r Wnyulul arm 15W 217290 113 , 0 3 2004 112 w 0 3 J1211 - N9 ^9 r0 -'n 9 =MOON AIM PeCnne A SwAC10n199til.ri ,�tye+s.mm.P,.N,ea..r,.,..6..7ryr.rDred emka.td„•da rw{,.tli.baw SF2 7RYi'ODslip Maar T2 23070 913 3 0 d 228 91 3 0 dFv SNS.'¢50.7.AB 3D 380 7 50 11 10.12 D7581783 40015DO rO7 ^61 67 167 •LGDaMar accap, 100eltdpm>Qb 27 n eh Ha 00 Ha fUNWL gr aamNr mat a[cepis 347Y -r 490V tvA PnaerNcbr b. 92 al 1u1lbaa. IgII. ba4rleaNFe g �- O .arwh eiwiv a.va,lAlydtN nAr+laaN alltPlaa r4ue45avbaPtler.asA SELECT _ F92 2 38' udlualaLq Imuc41•: l Inulmn7P .1.10D. Oto", R o tail!,In-eam1LF INI $ F0 h.,hiopb W«rdameymes,-1, cm Amt. M.1ked'erw6m-1,T.L p.PpRp.[w.w n.m naRtm WR a,ll or cw 1R.dmacb, a" .n btn.4nelbr.d„aa.A.x .w°dakwnA W wamuh DL -wk..Por,on.,on 4c: T3 21947 03 3 0 4 01725 T4 Milo 103 3 0 d 2402 BD US MMI 23519 K 102 3 0 4 9 0 5. SN°5-3D-a0.7-AB 38 570 7 Eo 12.5 11 - 13 1 x 38 x4 4,751 5 75 19D .1 r5 13.2 3311T 5N 535.68 -T -A0 35 440 7 5.8 11 1p-12 D75x 17x0- 4-0015 Dp 69 td7 25 C2eAll9eetrkal eompmmee are Fame 1 6D,OD0 • Aburtp R Ppebne olf gi;1�30r u M• I.ran.dbbt.CAi haSSA maagp.LiA.,Ny4Pl Hale round t a ' N.'++:adwdmlre PoOlea,..&a mR,e p0e�I6f 5-61 C 14899 87 1 0 3 744x7 apm 131:+9 99 4 o r 72915 62 9f 1 0 .1loom8 4 0 SNS -35 -BO T -AB 2i i•sD 7 8.D 12.1 11 - 13 1 x 38 x 4 d.75r i 7i 120 310 F A 130 6R bid W 96n" "Writ Carddan5 M A'R. 21 M No1ke7 MMOUtM ng Iable.1 room grlrgyleFinal4rn''mpulNng avanWt. 15H 74!70 195 7 0 5 745-01 164 5 0 5 SNS-3A-B0TAB 39 EOE 80 12.5 11-13 1x38 x4 4751575 77 1130 30 75 M • Dimm�gduelnaaedaraa.. Ul nectnnc tot °#.maid mmlageq Warned Mpyning h.lgn'•OIr.ChOF1. . Produo I, wl*10 h r appleaWpns,q Jong PHOT6METHICS T97a 24175 103 5 0 3 Mal 102 5 0 3 hit ¢s@ppL•,ywr rLq uu[. 30 twomi prood ea by ANSI 013581 A B C D Wighb EIAFlairPd• FWf1 TS35A 113 2 0 2 25164 112 2 0 _ Sluh 1171 . Cbmdw1Al40-10Weng who me fid9r: 2912- 24 1111 14 26" 4 1 25 0 Ib8 1 4 ry: t'" l I,"' T,pYP eNXih •la9vaQa094ta T2 22665 101 3 0 4 224311 100 3 0 d The ode eha11 be a me aeUcn design {ebnc.led fmm alerreere 11 patrpa LO 1196') or i geyge 1D 1793•) steel Earn ucb on anal NrNrbi<m �' COW to n10t1 man 90%of .DMO wiO4n0 IF Iwo by IAL For wo So pl.gd x aD•e Or Mai • Plug tictbnfrck 0-A Id4d q UP. let Imo al BCR V6r.. t3k pt 1,0hP 180- Flog . Bemow V pvlyaslar PCwCPn. Coat aped• elak ePPLp] and lhermpcurod 0-4' • Beatble V heck Man WI n a ay. Lla<70 Pd mymcnl,eginpn wh i PO]va pr .rima. :valor 0-.d 1� coxed wen xlnvrmpsee 618 nim) (425mrn] flU rl" O05" (f 1.314 NIOONTIND ePrnNs TfL&ItmadgR•n gip• Tf4/6a PamY.x•Tg 0-e• 0-O yh,lylaw',e ruv toy coli x x OF a• w iv m n m m m >S l6' 3 rR s _ N 0-erho S r �1. �' °r w r� m T3 22446 11]0 3 0 d 22218 Td 24895 110 3 0 5 24438 Sr. 700 r'r'. 230 W Tal 1{8114 07 1 0 3 14031 750M 24885 110 4 0 2 24198 S9 10$ OG 109 3 6 4 3 0 5 4 0 3 1 0 2 a 4emm�e Nom nigh -tr ,rm bW alb,.t..1 oonlormtngto A.STMA500 Grad• 9• with mnlmum y,e etrer,gtn of a6.D00 poi Eam pole wilt hero a Ful HIc,rs h bn qc,d nal Weld and..It be eq,err to oroee . Plme 'rho babe plate r0- 3 1. W0 p from a 9fURllf81 baa me hot th. pcalbbh .nal Chet@ allot me@.Orb%CS206 ASTM 0-36 With a acep IN. f ptrvn�n of 30- DDL1 ori Trry Dasa p1.4e ealvacoppp the CPN clan anO,v camumtara ro al wppvy top .ne e°nvn The rmw platy �.; eiatmd bor hart° appy. m P,....ymeTesopnq :ups TGIC polmwm prldar ew aL Nw h. d1+r+-�' } r '< p � ,p, x'� Pretar 5 TSR 25133 112 0 749@2 111 6 0 Hnnd Hole ELW rkO t •The Ml,h.ftaeN the AAw1A 605 2 I F "" T_fW 2.4349 109 5 o 3 24140 149 5 D 3 A n.afp ^�M hand hal,, having a nem,nal 3' • fi' ep•r°rg, Will b• Incisllatl IS' aba,a tr,• bow• ploy on all ppd a.. Axonal del• ewer end allativrg herdm.arc 0-e ,nclyded mm each hand title eeeembly. Ag'nmd lug m11 be welded either en me ha ntl hole name or on • Freres amtcMal compartment than ninon al pmOr ahCe.,NwMCSrOMwfrp, FNCWO. _ R[f11 79690 108 ;i 0 % 7135-01 105 9 o •' tha bnitla g} th• pd• gppg Phe tha hand hgN tlCparNlrg gn sry d•alyt LED en%* ComWnertm am steel Cie PFONdee prang A3070 now sat Spay Cell nm I 12 Zf369 90 d 0 5 2IW6 97 4 D s w or sva. vdh i Pa9AAdtan termlh8 dpCR tar AC C "Mm 11-hSc• ane mheli CIC lung at bee Cr aihmtlOn per ASTa10672 ala resew We W11 P" -r 1. r1 �/ 1;{ %6;i;{6 9;{ ;; 0 4 7607:5 97 ;{ A 4 Ar•3,or bola ere Fear .... d bor, a romm erciel ,,ally hoi rolled bon seal bor Nor mean or tome do mnanxm ,,old otrenyth of 55.0 poi. Mdwr bolo an .Iaae xw,2 ho.,r peN e, .,n am an umwned wuh ] gN11 n d hoary fSaK nue- W 2 galea- pe.mer egneatliens. . TM npa,1111 Y4.S9 ape pr 4e Opium? -on IwA1•NC1c P,ow CCOs01,eC tc*. duMbWp Np1C15 N uPfO 160 nCb•pWFds Wlnpa 7 I r sr_ S ire - 'r n Ifix,fPw gimp 1pe a i,wYd9xa 1Mdhm iYRT ktlr4rlr VF`V Ma1MCP1RM � >mv Qamfial. rrvlYhalViellme �o' 1a.L4BIMsaaD•51"in a eP r 96 675 f1^ _„0.1 W T4 29121 192 a 6 u :°,837 f4_0C 17561 BS 0 4 "'151 4 T61 s 103 y 0 3 Cl• 6J FS 182 3 A 1 0 i 5 0 3 bob. wi�.lti nth w,• peN• nrWft em�m sit f 'xv .dn,lrvmum vl d' on tlq th•vadvd vrd In a[mrtlanev wi1F• ASTM h153 And,or pw PK Pde Tep Cp.pWap9Wnac • Dmmhg eChedupd. d laprpe[C:s. am USWF The C. hlkl stallM NM "de"'Ip LL 1698 hr I T� "0--J., J .r ,e % r TER 28184 105 G 0 ..:63 - 104 6 0 5 ERd•t pm Is wig as f a•4nA•4 wnh a removably pale gip a, have P 2-M- 0.D, n 4- Milan tap father alxeF Caw allal ,nmldn gy,neigh Iablum@O yaratodrawei Fre 9160 naneaide PmA o m.q1 bCebons ,_ a' 4 4P� p N" p T37a 2901 D 192 D S -:•2] 161 5 D 4 AJI welds atoll be vFrFe Fi Fes[ q.,alty oral performed byRmenQ, l.rldrq scary oerafied rrcl4en ,mFomntnq to part el verxion eflh Am. WAle e19 e., 0-I F,.a;Cph RYr$ 011. L Fnrwgn lli.eemid lyrbg wwrd lgatRn gip [,,.Fall Per Pm,rmrarm.xea Pnaaeenaec9..°adu uanwraax,.u0-..10-.wr.aner.v,=+=saw.an.�myrrm.:r,a.r.rcaalp.re.0 nro'enra...ana,ro-«..e ....mono wmwa+•a.. I L loony • Fry 'let ee.wn aOt bpydryll nn 1h 10- a as + r OVF ti pe---y ELECTRICAL DATA PROJECTED LOMEN MAINTENANCE F, m,vn hm,ah fedpry P r nkglated lO lha Lm module, to in eeaeen nManares Neeun a5yvu IMMaOa1 n.- yearI • • �� ppoole°. mounts .obrec here 0-,d PImmForme are ed nth a com,r .I .the, red g ufae ,ne pn,mn, piente,l. P der r M,l hg4dp gena 'it.ASTM.°-173. MN�•Il-me- Iwdwi wiA W gaA'arnt•d 1v ASTM.4153. EMnprfnnh'ealingo •ry a. r•' 41*0ewB soutan were agglesahe Malum DA ms9amphl to". • ealit,you an' *0 tlhp O"" a Baaeen Lmu..5ye LM e1" lomi a 6 yea hmrMRFvurr'uly cuve•Iny IMA Lfim aarwe. IED tlrrvai 0-N cove m0 [rya5 ]mer lrnlod Warenly 7' - , •.r 1IMIIamu I r r r 1 iS'CA7f 9: ICG 0 52' w0 501 u •: W r r• i '] °,11 '.173,01'] h r m9, -,0-°F rdoiv ArrcJ,ru hn,f laelfemn n,r e°fyecf r.�,nnpe Preaa,- wan,w.b lnrrary i.•.:0-, c m.ren+,cr.vn AS • ANCHOR BOLTS . swevmalned WaE9a mmrol IOr maalnum aImPN1y 0-"d rneuiy e arvateMen 000-6 no ray 0 n IMCCCyea11=11110 n6ldaArk 4uC18s rD1Aer9 pr 4CC0s4 fill'' ply a d'ngh uom 0, tiny )Neor.n"I , .. ttn.aarntr lel. mtea.n Pry p-0rY Na.e.0 m.oe. ��,� ��, iym.� - 11 �� aw,sml.0--a ry . CRILL PAiiERN � 4.6u1pmn.a I- L=3110 ?mu....0ei [� `e OFF. r.w' 1r+ 1 1 : 34120' ^_ 5 _ E W 1 675 176 �,,,� P. esR. he.A �wa�ta wieaem.w pepimRm rte el.awr. 4rr6efL emeaalmun..nwLm lMq arl�„M0.la{pLp n 7th 1 n I' PCx1f • PANTED TD MATCH I� LLILIINAIRE FINISH ' 1 Anchor Bolt 9vN Circlr 1 1 DM 19 • DPoLLED FOR SINGLE Lr -+.111.10-111: �. iVFe1h. para w-. �'"r". rr��77 l II BC = BASE =(ER an r:D'r oo aIF Faev pxesnes._.._. I 24t 90- :4 3490- SO Y 815 t35� 3 mm „ ' T '• ,i:��•CE3iIFICRTIDHSIOSTINBS wma•A,r f-.ome 1 -c • �1. HolesSlope. !. _p4'POk Hd65 '• ��rr11 Pel vv aMuld by santtxvd M1v rreA 101 1598 @ 8750 11% sxa:e co.µre �f---�T�__,,_�r1T�1---11V.... W me, CD -FE J 240180' 28 -1 46x90 ,ea'•°+ 95 2 7mv n0- urnt.rnaabde..... .tin. RmF xnra gramHrFtregetm.efim I _ _ Fw Gyre of, -am, Wbraden. vWlen oar el for di n -mor dtllPi cen4 pt 90-60- PIFne Base [heroin Ili I w � Aa Waavwa�. oar "r'NN. 96 2 615 7811 h*onIferatlampnyewlnd,xun hNP on Ink. an. IfaeN mf WkrMNn K � -j K w,nan Roads• 2w158m Jlas, N41.6sl BMaepw(, FL WES - RIma 906.345.4825 a I:eu can @-duds • 2041 selh Afwme Gale 5,ml Bu�nwn• PL 34763 • Phu. 800-34549711 • F4V�olLL littowd yed ANf v hur4v Wrp�dmCG,Np6tGapRifCa0man6u[ted o W90.1roo 1Pfce LFBMnG Nacan R9dlcls • 20111 5NM1Awnle pfd° Eas[ @aden[m, FL 31203 • Phma 90P•3454928 }iL1NNNLL am C^g ®•.+tee �9 M Due" Air wntilry 4 Rmn 11 CIY6K W oro9lmnosveox AMtim; 6revuw IDOMnpv a+llae[ SOON. LumpM o2no-eE„ml HODl[tt, N1eRr NaFmf-Fie leab,liw.. nrwwawwp.armnF .an -"d ileA 1�,:=x •t�:1;0 pw 1paur 4yninmed."10 impm,m our ppd,a,�, Coda, Cpeltion,y en runi+ U.No'p4,u1Y im,oc1 �LIynlna - - -- ,�� P19dM: �aBBi 474-7iE(f0 • FaY: (817) 924-7U9 �'' w f 4 1Jr pall[,p9Waeuapyia.ueba aprae•fp.neeeu�awrarwntr w,We.rpn.rgram . r�d.riaN Slfne C aiTfb p/d} -(gra fe4te0-Maae.w,amwe m.rew.ywe-.-...p.epad.. •ANepatfy. 8r'Fs. ;: •. �a„m1,�R� Mmol,.,tin Poli nwwt+h.njv npp•arry peaen dlhiF puhIWO.•*newFochn,- ir.11lFQ-' i� 1e rmmde mreR[f Ceprrren>an1 end aloe br mooed niYEkK ;wbrlTttea Li hon Va nfa.Ccr ral Catalog Number: Type: Slrbrrioral Lighting Va nr,}rcr11ra1 Catalog Number: Type: .-• h: -MCI Lighting Va nfa.Ccr rat Catalog Number: Type: sub-thed h L bry Virg, .C.Fdral Catalog Number: Type: ,pit., JabNar m: LIGHTING TrrLerlandPadr,aaartmarxs VPU64NB-135/4Krr-VUNVIRA/XY,X ,6 T4 .0-e.. Job Name' VPU64NB-135/4KIT4fUNVIR)VXXX ry L*HTING Trrherlar�JPark,auarrmarxs T42LLIGHTIN[3 1 • . Jab Name' VPU64NB-135/4KTr`VLNVIRAIJW[ T,mberlardPadr a�1!al,� T4 2L ,p•�. Jab Name: SNS-25-40-11-AEWCXX-DM29-ESC ilmbedaht!P�A�m. en•- 2L POLE Arcrema. BaITEr +4590[., Inc. (F6 Dhm7ntly -2L ArcremlaI Pallet AS.OIcr Inc. (Fit.nIn Arch ma. Ba12ohr +4590[., Inc. (Fernmanaj LF�HTING Arched Bdxerd Assoc fnc pzichmond] J RVIRGINIA Nfec: I V• CF ITRA I'. rr: l 7;•i ,VIRGINIA ,.J, ,w. lV•CChTir I'r. 4,i VIRGINIA IJrws IV - CC 11TRA I'. rr: h:+; VIH31HtA ,y Notes• •K LV-CENTRAL]&71481 J VIPER L 1''`N C)MUPM ORQERINGINFORTfIATION pl{PJlNGFJlN11It:i7LNtiHm-Z80PoNIi4NNWl'CFi-115F21GEN7CflRLCACMLRI . M 4 - er_ quare M p_ . p lqI SERIES ,Ph Tyg.• rpt":rtC }iPL 6446-135 4K T4 VNV ftp x:r PERFORMANCE DATA I ARGF MPFn I I IMI NRI nF om Max Loi9ing CapaddLY SPECIFICATIONS PROD O C7 Ih4H GEIS] hroL . - 61H8.1� t351y 3K 307ft( 614 t:a1.'::i IN bash back k-';-] , ea Fe Anc h.r E.b° Pmla aa gni Inkwdrd n0-,: • Win Erin, 1 gV, pa{ammrsen g I RCR-iL pf/]1Xul, X35111 n:•t:; yp11AIaW BAR rick mad. lnl mel ® 3-47V :•71' Fwn 15977 116 2 V 1 15762 115 7 0 1 Catalog WNphF Shaft Pleb C".8p Impn] 901m phj OO lnph] Numh•t 11 ilhaI �1e9< St.. On) W idth D1e. i1R Dowvn Npr IurfInare I arrMble In L� s 9 erace,theran em4n [pn DB M snide 8s ` pn' 97tl9.190 180, Map k4R !d7" IFna 5('M Afl1Y x36.198 hrrx ade$hi$d 1MIf OMMIlxdulH h"'+ �` 72 14274 I Ib 3 0 3 157e 103 3 0 3 i•IFpdht 11 nS i n] Pr.jet nen EPR WL EPA Wr. EPA WE DIo m Lon m Homk ED wtlald ,ann-," yp,,I,pesf It semng l 11 M eele. FCR 7C prnLYe11. 100' 1IN me1L1. WON iWtN r:0- •r3sLu T3 14137 IDS 3 D 3 13996 102 3 0 3 m In I max iT] Ob.) lrl'9 obs] QW) OFF) enngwdgn: and o➢1baaMRNNR aespned an"QMQIU 00104F ROCCO an., pltu,rf l..:a,w hl.an.l rneounNh[oeFp, 8340-719 gla6ng PLD mcnlghl mhtmm T4 15511 113 2 0 d 15958 112 2 p 3 ;Ie:•.1 =0-•} I I.;,1. 1 .: ..I 1-.. .. •. - ..: .,t •- I. . -_I ' r = t • G Ightlng W to IRT3n, ARi mr WS E anal t:0- Ito ly Ittegrxw Fau Ihu L2a7 fn glia, - Fin array Gat In Ce"talolurell •, .. 13!117 r4�C 9041) $s D 0 2 $919 85 D 0 J - -1 . T. `I'n'aunMn9.FIP_hr'Pacauen raw IA$Ia set tory inegraw WIh to aRapPeA9C[ 909-710 ;22UR 2PF+a Ou9l dower DBT dark arpnie [ex[ure0 n fypeF T50M 15511 113 4 0 2 15356 112 4 0 2 FN:7-15-40-11-6 15 115 u0 6.25 8C -9u 6.7581' ,I OD189D 172 430 132 am 106 250 , - -, a at am On91ng ""' ....- .- _ a aulaW6 ION 1•g11DqPIOn". woke, mmmt •Tne.9ure anal6BvniaeaslysapaMada FKT"UW arm roma IMa,.v bap BMD 11@ 11hacl onto GTS gray Smooln i5R 15ltl5 115 4 0 d 15977 114 4 0 9 545.?p..spl1.AB 20 Ia0 0-0 6.25 60.90 0.75.17. •1007500 AH 240 6T 107 45 117 c.me,rllmn: ail MCM,1 loci mm yd and hgh Crightnaa 96DB-�0 ?1e Dad mdbn v0- men Bps UP: pb9trp yFWn Imalwy 1890111 15W 15;310- 112 d 0 2 1571] 111 4 A J $N$-TW4R7•AB 70 185 P 40 8.32 SO.98 8.7581'• -001500150 375 110 275 90 22$ •non pincnapkal CadrFOgieyif<m cMlldlq bTeR-cg'c4 du.-obn.imo penms whm ne mvlandel.clNn l6 acute, and sen r4iulY _ T4 A, 00,O.VDOQ3 W GAR ]leen gatil ® tYCnI FRR1 21132 117 2 0 2 20922 113 2 0 2 SNS2a50-11-AH 20 PGS 11 be 11 10-12 6.75.11• -100160D 17.7 442 127 317 04 236 of 0-e LLlf dhgma,LM.'..P,apllda, go,- bol 1CgA Amo -11101 in,BetdaaF,,rle%IGC: TSR wif.rotab 161 Ti 181300 165 3 0 4 18699 164 3 0 d SNST5a0-tt-AH 5 1t) 26 90 dalr.As efu9 Ionia. •RlRmnaF@Fa equpp@]may alip4e s@I IF1P 1IXe ertrrpenl MDO motion mlmmn0 Im metalle l.tanllmexntt•.e 19 18700 184 ;i 0 :S 1x51:3 163 9 0 Y SFv, 245 7 40 8.25 80-88 0.7581'1-. =0915 fl0 108 270 77 702 54 •Cadrdgeahe5togaharw0mC amMRbrsr a aa'-Fterrmamolev1r ne ',41 T ,a�1jr, dBfeCAa m 10501 119 :S 0 4 10:165 113 :1 0 4 -40.7-AB 15 135 a1n[.Ohnown"mRlyce e • Nynntp.eee a.'. 0nipyplepRasy.Nm 'r more Oda- Win•' i - I.,yh,pgr, 'WinblgmoDen. SIIPfNe IDMOIYIC ov6 rol Not In nim RAI NO !00 ry. INOW F4 -SLC 12199 6A 0 3 12044 Gr 1 0 3 ENS -11 -AB 25 725 rt 59 !1 I9-12 075.17x3 4ODI59D 9B 245 63 15I 37 92 . THg laeC_ Cr.- xlsa nlpm,aludar peeyrphan.rnam gxka pn{yr as .TnhnuWr al4;:.xt- � . w[rlr:en evrtsara m, I, -•:- .TSR .. , • . DIMENSIONS T61r hTe V. hon a.Ad• Mt TSOM 24571 I19 d 0 2 2D38•i 113 4 0 2 SNS.75.50•7.AP 22 361 T 51 i1 10.17 /17581713 4/09590185 067 1333332 N$ 237 $N$40-m0.7•AS 30 191 7 50 625 90 Mt, 075,17,3 A00I500 67 167 de n0 76 65 Lmrept4R • An rl4lirti c' ,:: de mheinfaeltng:•� N9 • � '�le .bwll PF RA r ,'lxnyuAll arm erawa4a0apVc apY m°t 6,e,ymal.:s, 131! 20290 113 r 0 3 2004 Rim 241399 106 2 v 2 24915 112 5 0 3 IQ$ 2 0 2 SN5-3}50-11-AB 39 785 1t 50 i 10- 12 0.75. 17,E 3 4 0815 DD 47 117 20 50 - - nnIh0 P. e' „ 1 ,� m,.geyeperma eP.r.e 0-r e...+.�yw-r0.eee em.sla,eaa ;. 812 2 y$• 0040 1Xler TP 23070 913 3 0 d 226 91 3 0 d SNS3t1S0-7-AB 30 3130 7 50 it 10- 12 0.75.17x3 :081600 107125 7 67 161 313 97 •1.2001 eta Fpta 100eltdmg6277V, 610 Ha Iv 69 Ha ILNK gr aamNr that ateepia 347Y or 480J Rr•A . PPWar Facbr b. 92 al 1u1lbaa. 10 N. ID N. bat Fown: D �'• 0 :�epllpgpqulo+adlarmma/ANaallam➢""', S0- Na/nnxwlw SELECT •xh-Ntldttr efft--, NA IMF INS la�MeMtaria Ouram _ 012297' adlustedt m Rai, FINISH ha.C.t04p l.Aar,aLm a'eyc,y okN Ami am mrdd'4wlan-1,T.L IapPpaptc Caa.mfumpwaq IND >�t aacw 1R.AWaaryaywd wr abimhnitGn d ear. S._eamxwvla..anAad.W wasuh DLO e.pek.for marpd.ilN T3 21947 03 3 0 d $1725 T4 Mil 103 3 0 d 2402 BD 673InA 235W 14-31C 148.19 87 1 I] 3 144Rr 9Q 102 62 3 0 4 9 0 5 1 0 .1 5N5 -30 -607 -AB 36 520 1 60 17.5 11-,3 1836x4 9.7 515.75 19.0 1475 13.2 330 9.0 226 SNS -35 -S^7 -RB 35 4:0 1 50 11 LO -17 0,25. 17x3 40glSDD S.A 1q7 2.5 62 - - .All9eeertal eonpen[n!e are F�516[,000 .heenurta CPk,_tr.1 . .'.I. .:m:1,t81 9 u t I.wreM b Llm, dr.i MhaAm OagpllL;rw gmgFL RSA Man a Coe ampiur •N.raewdeWAl rt"haled Me"NNI Isom 1'31:60 911 4 0 -! 9f 4 o r SM1�75.60.7.A6 35 649 7 6 0 1 Y 5 31 . 13 1 .36x4 a 7515 7s Q 4 310 7 8 Igo A 2 115 spam a lul bad am 26 r, MIDHM tOMdanI Inman Or 1671 m: a•- - •' - .'- - - -,.�WGN. 72995 Di, h,1L-'Ll rvrlhtne7 Mowllhg ham, Il._,�„".:I rnnF i5H %Wig 185 5 0 5 74541 164 5 0 5 $H$.39.60.7•AB D3 COS I 60 195 11 :3 1136x4 e75f576 72 180 38 75 I --I •Digmnadl,Baandamard. cpnnatpns for e#enralOmmlg playm.d .rrpaudp g1 ubht , nJPn•.nqunng 30 to" Paerulopa by AN$1013$31 PHOTOINETRICS WAS M75 103 5 4 3 23031 'L 102 5 0 3 , H mra-wur.ru4u 1 A I C B Wight ETA r pl TIR T,p. YRudXN TS35A 113 2 0 25164 112 2 0 _ Poo Sneh . W. Phu.11-0u-[mnpw1e111 wrn was 1A@ 9 Nmmlr: may ting m nide lean 9094 M ""a t.,t ur.1 to Iw wr of Iti Far neo al BOPPC• µ 67'G NomeIor w • Pl.Mdccunfrck W IdaY q UP. Per Ian ;t1 am W W. 130 prnghw. 180 Flog ;,,pa . In wlmlry(AgallNony fidah: • Beg<gYVpvlyeiLpl pgrcnr•cc1 dowla• eLak �,u 0-.d lhpran Cults 0-4' . won' 0-e "t,u BM1ia61s R able 0-1,16 Pd m:Intirn magic t,n wh i PO]va pr proof,, :whir ad Icx• =Pied With alhWrea$ e supui TGlC pglYvaLpm prriar [nu - 29.12' 24.19" 14 25" 4 53' 25 0 Nss 1 4 it 678nIm) (425mrn] SIDSFa18 CI OSnmj (11.312] NpDNTIND 6PTgN$ r- rrre- yypel A. yveahadg hZ mvioll lm�D$lx r,aF"maFg•a0n 0-v 3'n°�pF -lr^' '/O �• 'r n s N' 0-7 AF ID 0-r R 0 @ rR s N r as a x Tr S r 1b' w m tr \a,] x , @_ f� TI 22665 101 3 0 4 22438 T3 22400 11]0 3 O d 22218 Td 24885 Ila 3 0 5 2dd38 BB TDD Dab 220ri T1�C 14BB4 C7 1 0 3 14M 750M 24885 110 4 0 2 24198 T5R 25133 112 , 0 5 149@2 100 99 1� GB 109 111 3 0 d 3 6 d 3 0 5 1 0 3 1 0 2 5 0 i The N ehdl be a omni ee�, de>, nv. s.: 6 x„- •:.tr•4:,r 6 t t y,g 0 1196' or 7 po g0- 1 I gauge (p 1793') seal E.. , -eon ehdl n0- lab h[atad roto .on iparptn hew a1%, -.t - • .- r :__,.r a, w11n mnlmum y .M awngr, e, vS,DVD E. -.p eta •118th re.a�l[ Por• MI n0-•.. ardpl h paw Ww -, -. , - - ,:na�•cd- Bn se Pia[. The base date Is 15dFtmmd 18th a seuaura - - . 1. r' =,d.0-^: rr °-«I plate Inst meets Prexceeds ABTM 0-36 wrtn amlrnmun H•Itl mf W,t bth of 36,000 per Th. bat•pp:a ::1 •:' :',:: 111-_ Pde !r: `.:.� 1 s xareumTenrN al w.tl•d tqa ora iwdem. Toa Mal 0-.I. n.0- µ.tad bdr hot,. M"h. T Fax qXm Ia,w Pre _/___fff Hani thole Aeannoread nand ler•, hr.rlp nit Mt te' Ah hale Eint"Ieet •The ff',iih. mmeh the AAkM 605 2 -•�- 1314 24349 169 5 v 3 241% ire 5 0 3 a _w : crer.. ew1 rn4 ab we ln<aat<plata an all Pal". aria mer and .,-N,g h.r,t.h. •. -"° c Fd, -. -- - F.dim:»y Ag log.4 . naWao .nrtir en Me hand hole name or m • R f4we eladnLy plmpaniment Shall pamellia rReyrmahCe.pecIrceran.-a n4tg1! - - H[f11 79x90 16fi ;i 0 '/ 7135-01 165 9 0 � She traWe of Rte We gppoete the h.•! �:,:�, .r. Ir,g-Ine da.gn LEO en,* CDmpDnan6 OM,N1 p4 PFOIUW pasang a 3070 now seN s 411 Nr j '4 12 Zf369 YIl 4 0 2 2IW6 91 4 0 S w,c eolx Andfor bolt. L.bn-ted both hot bar I.Id h Mh pawfi a motib6iWmn4f dOCRtpFAD Pe.,er cgnn•Clbnf. ver W In"CCenrl PRN Ardrlf G1Cer,Pp1 qss OPlwheelOn A$TN 0677aM natant Pel WD WeI Le.c Nr a. 'I �/ 19 %G;i96 9;{ ;; 0 4 769.1.5 97 ;{ 0 4 °a• a mmm•rc . r m11•d -bon .ru•I Char mee. or eso.•d. mi roman .tr,n of Y Y 9r 56,ROD M�orbolle ere etzed aomed nF :.. ,..df pole deal d re e,mtefwd r.i[h 2 1 ed nem hex Hole gird 2 Pat. ynm y - •,e- • Try lamp IF rya F r V 0pana17 n ^9 g 4 AmNH•butpnDla DDFypl redaaaDH. suM1%-0brp%6: m UP 10 160 hth•pWMs 1_ ,}`Se!3'- r 1�1 Dmfearemp Iwo rypmydm.mn Wkw, TIRTrttN1.N DOC VNL"I'mYA4Ra in`L7e16220_a•D1 1� mTvasNPdeih1s Trvai.oauvwl9wLIFlnye a 0-r x r 06 675 rr' _SI W _ 29126 h a n 26631 14-031 C 11.61 BS 0 4 17310 I50M Zoog 113 :, n 3 ZD601 103 a 102 3 0 5 1 0 46Mt 5 0 3 ,--J nave ill wpvrwv nnWE ur a,hall . imor le,ne.i an.Inlm..m or e• pn rnv rnrvydvp vna rn pe[prearay w+tn 0.5-rM /•-153 dlor will ph:p with pry pPan ur4u pth,twiu tpawayd PPF. Top6sit.aorCUNma: Win baalea•P+Ilbd wen a r<mp'.apN wp or•na,v< a 2.38.0.17 .4' tenor egp,Osnerores a+atlaaame Dmmhg sCltedups.olaytostrs.am Other 4 a 0°4nppIS rasurm all Ohnit; The.Nmnart snal Px Hnn eertnN gip LL 169° xaf frTS0xlanex br Pee n oat bt alar,s :� a• _f °r- % or.] P n pY r r T5R 29189 IPS o 5 26883 _.. 29010 1 D2 6 n d 2B7:.tl 10-4 1Os r• oGEatle 5 0 d npgpN pd< Ale wales shall be e1[he h�OaMM 1 gyas[y eM pedgmled brAmedcen 1hNd•ry Spaely ttrtdrd wehden eenlpTn,rp to tl+e latex rera,m of 1MFVni,Icah ri alc4lq �ocaly apecTk.tpn RVJS ❑1 I, G Cl"Inal Inrwgh e4Ram id gll6g COrlyd tyaCRn n. 0-P c.rrc.ralea Per Fe•..wralar eaaprr•.aaseo,..rcaalprrkmers mgeetrn. om,hedumt x.va,'Anreen xrcnave xu urn u0- rine.ux.-men.. awrccee.o-.ev n. n.m.n.yeppax.. G • Iryp,NNe ce.annnemt bald it 11 htl r 9 r 1fA obb, 0-v• "�P. - _ FLE07FIlUL DATA PROJECTED LOMEN MAINTENANCE I. dee, mpre,en brad°pte end fprw.e e.� ne.tenedwa,e cPa. fe4a,e.red pe,ddr,mc waled pa rq o fe�ory nkglated 10 Iha LED moddi, to N a11dM6apB sollhonw7r agglesshe Ma[um Dn mehrmpm trn". • Ow"W W RY tlhp OPO" C- nranares nature a Syeu 1na,3tl tYaemm Eaaaen Lm nun naves Wian LCI] i1g Krum g 6 a• 1rnRxl v5v1'ur Y° 10- y cuvevny rhe LFA arrays. LM drlvus arc ime and by a5 ylArliNled•..�kely - q _ r r r 1 'ro•CAfm ICL 0IF' wO UO rr •1; W' r r '1 °,11 :•I.13p1'] P P Croner, pen[ed, pwder p tiler-dp gaNaraalad meA5TM Fly. Ml.! f7 n•dw haM.van well ba,Peva and t.A Mh153. 931 h rl,..h eeaI arc aratl- .bre 6 Y rcquvu n W. :nchorbpar,•a.pama ,t_,ecrbd.•nye Pree-Cc-1rin,fio, �a,br[Jrere,pnan AeeRNCHOR BOLTS . soleom9nod WreE9s ramrol Ivr mnlmum anrpNly ane Mnet4ty netesaMn axes no reg o n aegleawa • n8ldaArk 4uC18s rD1Aer9 pr 4CC0s4 Mao, boy a mgle uom 0, oho dl<aor.nae euro noun" r,4$e wv nto.xo y poly Naamea m„H, ,•r= �� ax.ai - DRILL PAT TERN ECA a 4.6u1pmn.a eau•..me `p°FAA _ 1: 3�1?e' 25 W t 625 t35 'oge.e pr rsdl.rm-Il rm .nel.aa.o- aap.ee we.m.se lemeemeRb irrwn.eaee alu,cw..n uuv mi wrleap M 1`0 toe I.en uultu e.0- a 1 � i PC SDC • PAINTED TO MATCH LUMINAIRE FINISH -� I _C�_ D6A29 •DRILLED FOR TWO LUMINAIRESaFe,seea•h,y1 , Bok Circler Mchor 661! AT ED CEGREEst.f.n.. uar3 067�r-" rr��77 ff'.., 1 r II a a l :oFa i• Y6.00&I, Fh.r pxesn6•• � 2690- :-0 3890- 24 0 Y 875 e., 7 0'L 32'F O2 19°C 50°F LM �1I6d1f1 EC = EASE COVER w""""IR Ci.} t 74'C °F s°c F7°c16D SIXtedCERi1FICRTIDHSIOSTINBS .• Holes Pdvsstrmuleevmpmrxvanvquwlrry �:. U �i Ll ►atag$ ®W.- uz="'"'"Poe, aorta:. �-R�.rn rT ldl'TL �w'Ser LErZ1,J 44.180' 28 -1 4@9p- Pas-rm. as z 7th .ro .. ne-eramMir- RAPhipa.�er� .: Tmnrys eFhrrmpmc win,OCe.wnleh -- maycap.< ItrUc F'"m Sase Plate Base OMaiI Nr tmAfna 4aNt. real eon Aaraiapgn..am 4.604 LC -ISN' s 2 0-75 "' s=0- �s help in h Ma aN,ef. of Nbntlpn. .Conn x0- F 6 IJ0- F er E7etm Roads• 2041 58th 7k,o<.eClydebsl Eraae're, FL 34763 • Than$t 999345-482$ pM �� • mn Radldds • Dal s h7lawme or Faal a�nw 31 0 • Rt a 900-34 9 Am 7 131 da . Bf a R 7 3 m 54 713 • rlLaaaeLs II� IIIc DeatOyr yed AOflet IlYlovrourpNdmCG,p 06"Iat•RiMa01m6rie,Rled Fatheaq, AAY[R4ce I-MUMR.p 1iamn Ro lLct • 2041 ,%hAwnw C1rde East AacMlm, FL 34203 • phma 900.345.4928 NIJNNNLL `pIII )UP W Out Orfdhq H ArmtoinAwe 0 trookom Drowsrho16`A67m ®• ail 9uibx aahow NiltleR PON. LMMM l2x6dWO MIR LICU.711RRt NewmW•ernsab,liw.. nrwnknarwF Cieletsmm. armed tun a a; K •1�: 0,.+nnurmMnwd.h M1t impnnanur ppdax, ppdoaapn.Fr�,x.nruni+:r td.Np/rriiyA vp6C1 �. ®v L1�,•elr,a&MMM Pho rest 18W 474.72 DR • Fax! 1877)924-7[149 14 L,2� pa}ymH nimmommlC, Aa ePa A.emiaa •axem.e..rm°ellare.h. amet"..pa..q.am • r�d.rRb Soea ins -..>•PjQ"Ih-.-.npnepAd.. • N.epawy 'i altaR FM_.. al M aasea• rmr Fires au,.n.red.. newLAIRPab 8x•ts; 1: •. hlm 4i a'rpwtin" Anireanldi PeNnw.•r mh. ohm dlhdeadtaam.ifwlnelcen hrerr Ie Pehfalevm terlPwemenrme Noirfx.,Flomdrebbih Sl4brnmd h L3 h6nc'. • ;-•a Central Catalog Number: Type: .`.Irbrnmd u L, nun Vi 17sa•Gxntral Catalog Number: Type: •!T.rled u u Vi Irpa•Gxntral Catalog Number: Type: ,pee, Job Narrle: TRV- D160NB-13014KIUNVIXXX ,Digi, Job Name: TRV- D160NB-13614KIUNVIXXX 1� ' Jab Name: TRV-D169NB-13814KIUNVIXXX LIGHTING Tlrruedand Park pparTrnrn[s W4 6lKsx., LIGHTING Trrinedarhe ParkpparTmM[5 6lKsx., W4 LI GHTIN53 TFTltedarn7 Park pp alTrnrn[s W4 6lKsx., VIRGINIA Arrhre¢ Balzer lnc. 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'hie` 1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 I 11 1 12 1 13 14 1 15 1 16 1 17 18 1 19 1 20 1 21 \• ' I-_;ri I 1��_ REFLECTING TOMORROW www.balziI 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 Roach Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 <_�� T H 0 Fr r ,f"447 .f '� "D. Kent O'Donohue, Jr.a r, Lic. No. 0406001683 &, kl-09-2016 J ' � PE AR0 0 5� 0- \ `' e Q 0. Q m = 00 Z Z_j J Q0 J J MW 5W L J_ LLI r0 V Z ` 1 2 J (D C)[)� 0_ > vJ IO F --- W Z J J 0 VJ'� W J F --- Q� 0 Q U 2 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 SHEET NO. JOB N0. 34160034