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HomeMy WebLinkAboutSDP201800020 Plan - Submittal (First) Initial Site Plan 2018-03-22AVON s T IEET EXTENSION CNA: L.OTT�SVI�L�VIRGINIA 22902 ALBEMA ILF COUNTY 12. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATEIRING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. 13. SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGL ILARLY TO ENSURE THAT THE INTENDED PURPOSES ARE ACCOMPLISHED. 14. ALL PRE -CAST DRAINAGE AND MANHOLE STRUCTURES MUST MEET VDOT SPECIFICATIONS. 15, THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES OF A VIRGINIA REGISTERED LAND GENERAL NOTES DRAWING LIST= SURVEYOR ON-SITE TO PROVIDE ALL CONSTRUCTION STAKE -OUT SERVICES. THE CONTRACTOR IS UTILITIES/GOVEQNING AGENCIES CONTACTS ALSO RESPONSIBLE FOR ENSURING THE SURVEYOR IS IN POSSESSION OF 'THE LATEST REVISIONS OF ALL PLANS. GAS WATER I. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AWAILABLE RECORDS AND I 2 COVER SHEET ALTA/AGSM LAND TITLE AND TOPOGRAPHICAL SITE 'SURVEY R FOR ALL WORK WITHIN THE PUBLIC ROADWAY RIGHTS-OF-WAY OF U.S. 742. FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION 3 ALTA/ACSM LAND TITLE AND TOPOGRAPHICAL ROAD) SURVEY (� F�EELAND a and K CITY OF CHARLOTTESVILLE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY 4 EROSION � SEDIMENTATION CONTROL PLAN (PHASE CI) INC# S�V�OwN 17. ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY OF AVON ROAD EXTENSION SHALL REQUIRE DEPT OF UTILITIES 168 SPOTNAP ROAD CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON 305 4TH STREET NW CHARLOTTESVILLE, VA 229115 THE PLANS OR 12", WHICHEVER IS LESS, CONTACT FREELAND � KAUFFMAN, INC. (864-233-5497) AND EROSION � SEDIMENTATION CONTROL R -AN 9WASE 2)CHARLOTTESVILLE, VA 22903 CONTACT ALEX MORRISON OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. b 7 EROSION & SEDIMENTATION CONTROL DETAILS EROSION i; SEDIMENTATION CONTROL DETAILS G�EENVILLE, SC 29609 CONTACT CHRISTIAN CNIRICO PHONE: (434) 977-4511 8 SITE PLAN PHONE: (434) 970-3811 TELEPHONE (864) 233-5497 2, THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY 9 SITE DI.TAILS R4 ', "."++wrwiwnnw.emwx"► ELECTRIC WASTEWATER (SEPTIC) CHA E Y+/ EXCESS TOPSOIL HE/SHE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND 10 SITE DETAILS QRS DOMINION VIRGINIA POWER VIRGINIA DEPT. OF HEALTH LANDSCAPING OPERATION. If UTILITY PLAN EVERY MGM JOB PEOL92ES A CALL - EVEN SMALL AN ern MITY RANTM TREES OR DGGW YOU CAOU N CONTACT; KELLY MAXWELL ENVIRONMENTAL HEALTH SERVICES 1138 ROSE HILL DRIVE 3. THE CONTRACTOR 1S RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL 12 13 WATER PROFILE UTILITY DETAILS � -+ PHONE: (434) 972-6812 CHARLOTTESVILLE, VA 22903 REQUIRED/NECESSARY SI -SETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON TI-� 14 UTILITY DETAILS SMART 00GN6 hEANS =LM 81 BEFORE EACH JOB S`S� 0 N A I PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE 15 UTILITY DETAILS - 3/22/2 18 r rn unm ups MA,nM FM �. PHONE (434) 972-6200 . INSTALLATION OF THE WORK INDICATED ON THE DRAWINGSOWNER AND FREELAND is KAUFFMAN, 16 GRADING E DRAINAGE PLAN 1 TELEPHONE/CABLE MACH 22, 2018 INC. ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS. 17 DRY POND SECTION SHEET ,o CENTSY LINK 4. GALL UTILITY LOCATOR SERVICE 72 HOURS IN ADVANCE OF DIGGING AT 811. 18 19 STORM PROF=ILES LOCATION MAP 417 W. MAIN STREET STORM DETAILS CHARLOTTESVILLE, VA 22903 5, ALL WORK SHALL CONFORM TO VIRGINIA DEPARTMENT OF TRANSPORTATION E ALBEMARLE COUNTY 20 21 LANDSGAQINIG PLAN SCALE I°=2,000' CONTACT THERESA BRYANT STANDARDS AND SPECIFICATIONS. CIPI-CIP3 LANDSCAPING DETAILS CAST -IN-PLACE WALL PLANS PHONE: (434) 971-1371 RI-RI3 ROADWAY IMPROVEMENT PLANS 6. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO VA ACCESSIBILITY STANDARDS OR ALBEMARLE COUNTY STANDARDS, WHICHEVER IS MORE RESTRICTIVE. ADDITIONAL GOVERNING AGENCIES CONTACTS: 7. PRE -CAST DRAINAGE AND SANITARY SEWER STRUCTURES HAVE BEEN SPECIFIED ON THE PLANS. OWNER AND FREELAND E KAUFFMAN, INC., HOWEVER, ASSUME NO RESPONSIBILITY FOR THESE STRUCTURES AS FIELD CONDITIONS DURING CONSTRUCTION OFTEN DICTATE MINOR ELEVATION EROSION CONTROL E WATER QUALITY DEPARTMENT OF TRANSPORTATION ADJUSTMENTS. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY AND EXPENSE FOR MODIFYING THESE ALBEMARLE COUNTY VIRGINIA DEPARTMENT OF TRANSPORTATION STRUCTURES TO ACCOMMODATE Tl -ESE FIELD ADJUSTMENTS, COMMUNITY DEVELOPMENT CHARLOTTESVILLE RESIDENCY REVISION: 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 701 VDOT WAY 8. THE CONTRACTOR SHALL INCLUDE IN TH15 CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT CHARLOTTESVILLE, VA 22911 CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE DEVELOPE _ CONTACT: MATT WENTLAND, PE CONTACT: ADAM MOORE, PE PROJECT, ASBUILT SURVEY; OF THE DETENTION POND, AND PREPARATION OF ANY OTHER REQUIRED PHONE, (434) 296-5832 EXT. 3458 PHONE, (434) 422-9782 AS -BUILT PLANS TO BE SUBMITTED TO ALBEMARLE COUNTY COMMUNITY DEVELOPMENT AND/OR MWENTLANDeALBEMARLE.ORG VIRGINIA DOT, AND ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF BONDS. C�OSS DEVELOPMENT CC A LLC ALL SURVEYS SHALL BE PERFORMED BY A SURVEYOR LICENSED IN THE STATE OF VIRGINIA. PLANNING � ZONING STORMWATER MANAGEMENT ALBEMARLE COUNTY AL13EMARLE COUNTY 9. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO VIRGINIA DEPARTMENT OF COMMUNITY DEVELOPMENT COMMUNITY DEVELOPMENT HEALTH, ENVIRONMENTAL SERVICES, AND ALBEMARLE COUNTY SERVICES AUITHORITY STANDARDS AND 4336 MQIDGE. 401 MCINTIRE ROAD 401 MCINTIRE ROAD DETAILS, THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THESE STANDARDS. CHARLOTTESVILLE, VA 22902 CONTACT: CAMERON LANGII I F CHARLOTTESVILLE, VA 22902 CONTACT: MATT WENTLAND, PE 10. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST, C TX 75010 PHONE: (434) 296-5832 EXT, 3432 PHONE+ (434) 296-5832 EXT, 3458 BLANGILLEeALBEMARLEORG MWENTLANDeALBEMARLEORG 11. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL. AND LABOR ASSOCIATED (214) 614-8252 WITH THE TESTING OF THE WATER AND SEWER LINES REQUIRED BY VIRGINIA DEPARTMENT OF TELEPHONE HEALTH, ENVIRONMENTAL SERVICES, AND ALBEMARLE COUNTY SERVICES AUITHORITY. 12. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATEIRING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. 13. SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGL ILARLY TO ENSURE THAT THE INTENDED PURPOSES ARE ACCOMPLISHED. 14. ALL PRE -CAST DRAINAGE AND MANHOLE STRUCTURES MUST MEET VDOT SPECIFICATIONS. 15, THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES OF A VIRGINIA REGISTERED LAND SURVEYOR ON-SITE TO PROVIDE ALL CONSTRUCTION STAKE -OUT SERVICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ENSURING THE SURVEYOR IS IN POSSESSION OF 'THE LATEST REVISIONS OF ALL PLANS. ENGINEE�- 16. A STATE OF VIRGIINIA DEPARTMENT OF TRANSPORTATION (VDOT) ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK WITHIN THE PUBLIC ROADWAY RIGHTS-OF-WAY OF U.S. 742. (� F�EELAND a and K INC# 17. ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY OF AVON ROAD EXTENSION SHALL REQUIRE I I `ul COORDINATION WITH ALBEMARLE COUNTY AND VDOT. 209 WEST STONE AVENUE G�EENVILLE, SC 29609 TELEPHONE (864) 233-5497 ', "."++wrwiwnnw.emwx"► CHA E Y+/ -- — - -- -"� o G ti EVERY MGM JOB PEOL92ES A CALL - EVEN SMALL AN ern MITY RANTM TREES OR DGGW YOU CAOU N 6014 HARM YCLRSELF CR THOSE AROIM YOU. DISRIPT SERVICE TO AN BITRE N5GH3ORHOOD AAD POTENMAL LT BE RESPCNSRE FOR RHES AM REPAIR COSTS. �(v SMART 00GN6 hEANS =LM 81 BEFORE EACH JOB S`S� 0 N A I WI -ET a YOU ARE A HOMEOWNER OR A PROFESSpNeI. EXCAVATOR, ONE CALL TO 81 GEES YOLK LWERGROM - 3/22/2 18 unm ups MA,nM FM �. SHEET 1 MACH 22, 2018 N /F Willoughby Property Owner's Association, Inc. C/O Real Property, Inc. PID: 076M2-01-00-000BO DB. 3814, PG. 193 Zone: PUD ►� Y n W �: U } I � W W. 10 Of: o O O a b to Z C =1 n Z CP CP CP LEGEND ,'`,�1 /?}L PROPERTY LINE „ ' "" ADJOINER PROPERTY LINE. " i - EASEMENT LINE I `, •• WATERCOURSE - - - STORM DRAINAGE PIPE wtr WATER LINE r gas GAS LINE ` UTILITY INFORMATION WATER: ALBERMARLE COUNTY SERVICE AUTHORITY (434) 977-4511 SEWER: SCEPTIC SYSTEM ELECTRIC: DOMINION VIRGINIA POWER N/F (866) 366-4357 fI4"i9 OVERHEAD ELECTRIC . \., :. � \ GAS: Lori D Fitzgerald 4 10.95 ; 416 6 _�� °WV WATER VALVE CITY OF CHARLOTTESVILLE PID: 07700-00-00-01000 - HYDRANT (434) 970-3211 DB. 1498, PG. 287 � ,/'� Zone: PUD , { �IPINF IRON PIN-REBAR FOUND TELEPHONE: €°-` OO NAIL FOUND N�ilf� CENTURYLINK } Ipinf �5 NAILF \\ 46 .8 j,.. � '' ' OTPED ' , ? 423.1 ? 0IPINS IRON PIN SET -5/8" REBAR 46 S�`_ \ (434) 207-2508 ' ' (yak SCP CALCULATED POINT \k 'z CABLE 1' f < r ;! 66.\3 � I , f £ X'407 6 I { i ji 4 r ' ;<:464.4` ' UTILITY POLE XFINITY BY COMCAST ,`1g. �; .� (800) 266-2278 ZONING DATA ZONED: HC (HIGHWAY COMMERCIAL) & RA (RURAL AREAS) SETBACK LINES: �� FR EN TOS 10' �P��\S }� REAR: 50' �v MAXIMUM BUILDING HEIGHT: 65', ADDITIONAL �� 15' SETBACK FOR EVERY STORY ABOVE 40' �� FLOOD INFORMATION P FLOOD ZONE "AE" PER FEMA MAP NO. 51003CO288D EFFECTIVE DATE: FEBRUARY 4, 2005 PARKING REGULAR = N/A HANDICAP = N/A 1 U 141 N 1 a g56 00 : F € E e , f £} � i X 4 i O. b S '� \ � -� \ E 1 `3 I j -13" oak A �' t LOCATION MAP E F { j E ? # TS ' l # < i E Li) ii. ,✓ s� "i.'. 46 .�48 a a�: , - ✓, Y Oak ,�. 2. " E, .E i r;``r'` 0 SCALE: 1 -1 000' j9 i�D, `€ I i' N TES: 376.7_- / ,y, r_ra # } # t r E , t f ,�/<,' r�.�F ." J # ' I is i `✓ # i # I t"'/, i 426 3: _# I <; '' X 466 "9 I i I / % 8" Oak 4 4.,6 6 t 3 1. NOR `� - TH ARROVN BEARINGS AND COORDINA , € i � � f : , E _ / , ' '` � `a TES ARE BASED UPON VA GRID NAD 83 ESTABLISHED BY STATIC GPS OBS ERVATION AND i E # # 3X/','ij� t i �� ,r Gr ss 61.7 V � t i -€t£ a OPUS SOLUTION. i € 1,. _T e r. �. r _. f , 3 , ,.,', L 2. , ; /,; ;; f' 4 6 13 ELEVATIONS ACRE BASED UPON NAVD 88 ESTABLISHED B STATIC G , , _ € f 1 6 , Y PS OBSERVATION AND OPUS SOLUTION. E;15.7467 8 \...!9.3:3 - :/ /' ,5 / `/ \9.34 :, h X ..�� I .Z 41;.58 ' w. +27 0 l{ //, �; - '',, f j'-r,f'/;/J r /j, 3. REFERENCE I HEREBY MADE TO THE FOLLOWING MAPS: J6 I. I2 3>> l 7{ },r' J 60 � /�• '_(. " `rs 0 , r; /, /%""` / , / e / 40= 9; i SL-?� `D7��t' sr> f t S / / ,, 1,I y'. ° f , , f / � f f �'E' gq \ 368.62 r , ' � , f,, / /r ;,%, : ,,,; A. PLAT BOOK 413 E 332 C f X7 , j ; p' /, t ,,, , e' 7, PAG RE ORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. i4 =#`vE f ;€ j' € k 1 3 r �;, ,�i' !./lf 1i '" ,/ 'f /', `.t=,� 'i ,,O` `: 77. l , r' ' �! N ' / ' !, ! e f 4'6 .9,4,%x. ~X 466.88 s` I, '' / ; V '' / / / /. 466.49.• t€3=.: ' °i ' ' {`'' : 1 =` { r' 1,, 1 ; , / -,, t' t;</ 0: d 4. _ �j I. :.9 { { r 1 w / f , s; r r ;r; ,, , , r /, < /, \"_ '': ''468 y CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER C13061 WITH EFFECTIVE DATE JULY 4, 2017 WAS USED IN THE - '/, 3+7 ?I: E E / / // / r' r *, r, /,d,f, r' PREPA 1 # € i �, r'/ t ri ' ' ' I \ RATION OF THIS PLAT. E}}l. S ".✓ 1} i , NY/ "�;' :1, -r', F>=tlf,,, , l �r;J ff'/, I.' l' j �: F' '.)6 I / f i € / �.'' /' rod''r'��," j; /' ,'; // N/F e l' ,';,',< X 467.7 \ 5. THIS SURVEY MEETS THE RE UIREMENT FOR A CLASS SURVEY 1: 0 ," , / ,' t. / , t , / (ire or Allen Love 17 = S Q A ( 1 ,000) AS DEFINED FOR THE STANDARDS OF PRACTICE FOR E }E #,,r t ° : ` 'fir ° /, r ,-/, / ' f /, F 9 Y f r, „ - # € / ,^ r• , , , ?f I " '; s -; s/ ; / 'r -'' f //; , , I „ / _ _ _ ' ��'? ",', ; LAND SURVEYiING IN THE STATE OF VIRGINIA. I € ! / , j ; '( ,/ ,t, r, PID: 07700 00 00 01100 15" CMP \ / / r IE f r _ ,; /% DB. 2798, PG. 643 R X46$.09 i r , 7 ' f ,' 46 : oe '`'t `'l`/ % one: C 6. THE AREA WA,S DETERMINED BY DMD METHOD. ;,;i€' i}f f' ft<t ;X 4660 Z H L9 Ei1II 1 ; f I.< F ' / IS 26 ## #„ 1 N o, >"/ .470:20 f°" rfp / F, f ! s'fa Qi 7. ALL HORIZONITAL DISTANCES ARE GROUND DISTANCES. J .t, £ r` s' ? f ;I} Fit; ,1 " ,:,, , fr ! f <'�f f� ,, O�,q '.:7 '8 { " t { ': i " / d i f ' S : ° r :' f s y; l f >/ ' ,' Q x'c , . J ; ' f 3 E , , - # . ,,,.„ '...' ., I v^', d <' r / / % ! /I . r �� ;, r Fw;, � ,,!; 8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET A721403244-OOA, FIELD SURVEY INFORMATION i , ,,g= , , , c•, \\ AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH a• #,::=,sII ? /, €„ E,,;i , <, I�' 'r..,,' I, t! 24 Oak UTILITIES IN TIHE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND 11 ? , , E i . r = " - .. :' ,` f df " / f f r -` , I,Z f _:. , -„" ;_ ;. r � 470.84, \ ACCURATELY „' ;< ,,:. UTILITIES S C ALTHOU ' ,,/ ;, {, r f 1, ; r: , ', AS POSSIBLEOI OMR N ORMATIONAAVAILOABLEo THED URVEYOR HAS NOT PHYSICALL Y LIOCATEDTTHEEUNDERGROUNDDUTILITIES. f €#E# i}/ / 470.6 ; .� ' 470 3 #; i i ' i i # '' 3 i } E j f' / 42E 45 4,4 7 >. //, ,',` /' f \ i i ( ''# # # # ri ' ' `f 9. THE PROPERTIY APPEARS TO BE 1N FEMA ZONE "AE," PER MAP 51003CO288D; EFFECTIVE FEBRUARY 4 2005. I ° €I€i �I (11 1 ' ` ' i s ,, 'p€ iri ``f 'f , f' '7 `f fr POB / = tjVI �r o a ( Z X 4CD 7:x,3 `% 474.95 X 47 :30 \)X 472.�2� M C E t ............. •- ON N X Z v oo < 487 0? 478.98 L6" Oak, \ ti N o X 475.83 C a o Q\= i 476.42 It o O� O cep '> 3 ; ; i ,. x:.•.478_03 � ,F/ 474.92 / f 3" Cedar ; o �Cq Q7 •2„ Cedar o ` 47 .64 ajs, • `v tea' o X,46 47 o J A off. ? J 2" Cedar 3" Cedar s 80.3 J� �0 4" Oaks x3 ', X n X 481 43 Tom€€ aul ap a 6ul in -� aoff, 5, Oak /" � � q� S PI. 8 p 12" Oak-' o i` i 6" Oak x2 rp .1.. 480.7 �4 0. 4 o r 475 . aui� �aaq}aS�5U!i JD ;` alk - ' a ; --4�» 8 Cedar ' o_. '"n -o 3" °'Oak _.... _ _... I-87 7� _ .... n c X az- -; I 0 PROPERTY LINE k. wtc., . .... :. .. _ ��------- _ .., as T �.. / I __.-. �..___ ___._ ._ �."_,. w., c ..._. W .r 4 9 L5_- _ -o X 478-4_ q as / ti __- 47r .�. 47 , Q1'-< v �' 47 4tr1 c fX _. _ �C 47 4 1...�5 X o9 x.7,4.._ -7 oU.O�.,.. - o s ,_ - .,_.z-� X 48r,,,1� ,� . �. ASF.. J ,.. X.4 4.81 _ _.... .,,,.. n. ..... 7 XJ.94 �o `.�4. 2,7': 4'7. 9 :. > , 7 45 16 6. 45.5 - . s. 8 as 478.1 , , 47 0 9 s ��.� 477.18 47� _ _000 - _... X 473s ......_. ioa_?.. 5. ohe 489.71 X 490.7 0 L X 480.5x7488.5 o X 87.C? �4a 50 - - - - X 484.04 <481.36 _ X 480.22 _ - - HYDRANT o. 0 484.92 48,3,70 _.._.. _ 9IPINS 488. 11 0 W X 486.45 X 464.45 �a 6 o C ) P v -ACbo 0 0/ b oco �C9 0 Zr PROPERTY LINE - - ;'z ti A N WATERCOURSE � = STORM DRAINAGE PIPE Oa �a �a Q•a gas ohe OVERHEAD ELECTRIC °WV �a X 464.45 �a 6 o C ) P v -ACbo 0 0/ b oco �C9 0 Zr PROPERTY LINE - - ;'z EASEMENT LINE WATERCOURSE - = STORM DRAINAGE PIPE Oa wtr 0 LEGEND *\ u NOTES: 1. NORTH ARROW, BEARINGS, AND COORDINATES ARE BASED UPON VA GRID NAD 83 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. 2. ELEVATIONS ARE BASED UPON NAVD 88 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS: A. PLAT BOOK 4137, PAGE 332 RECORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. 4. CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER C13061 WITH EFFECTIVE DATE JULY 4, 2017 WAS USED IN THE PREPARATION OF THIS PLAT, 5. THIS SURVEY MEETS THE REQUIREMENT FOR A CLASS "A" SURVEY (1:10,000) AS DEFINED FOR THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF VIRGINIA. 6. THE AREA WAS DETERMINED BY DMD METHOD. 7. ALL HORIZONTAL DISTANCES ARE GROUND DISTANCES. 8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET #A721403244-OOA, FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 9. THE PROPERTY APPEARS TO BE IN FEMA ZONE "AE," PER MAP #51003CO288D; EFFECTIVE FEBRUARY 4, 2005. 10. ZONING PROVIDED BY ALBEMARLE COUNTY TO BE USED FOR INFORMATIONAL PURPOSES ONLY. 11. TOTAL AREA = 190,876 S.F. = 4.382± ACRES 12. NO EVIDENCE OF RECENT EARTH MOVING, BUILDING CONSTRUCTION, STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED ON SITE. 13. THE SITE DOES NOT APPEAR TO HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 14. NO VISIBLE FLAGGING EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS BEING LOCATED ON THE SUBJECT PROPERTY. � � a OYA Op. o � NICHOLAS L MANSRELD License No. y 3269 Z O W u a O ' (n W U_ �� 00 C%� W C� n/ V) N 73W �- z o } u U �W N 01 N ry o d Z x�� <( ot°•� cf) PROPERTY LINE - - ADJOINER PROPERTY LINE EASEMENT LINE WATERCOURSE - = STORM DRAINAGE PIPE WATER LINE wtr GAS LINE gas ohe OVERHEAD ELECTRIC °WV WATER VALVE �y HYDRANT O IPINF IRON PIN-REBAR FOUND *NAILF NAIL FOUND 9IPINS IRON PIN SET -5/8" REBAR OCP CALCULATED POINT Cab UTILITY POLE *\ u NOTES: 1. NORTH ARROW, BEARINGS, AND COORDINATES ARE BASED UPON VA GRID NAD 83 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. 2. ELEVATIONS ARE BASED UPON NAVD 88 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS: A. PLAT BOOK 4137, PAGE 332 RECORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. 4. CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER C13061 WITH EFFECTIVE DATE JULY 4, 2017 WAS USED IN THE PREPARATION OF THIS PLAT, 5. THIS SURVEY MEETS THE REQUIREMENT FOR A CLASS "A" SURVEY (1:10,000) AS DEFINED FOR THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF VIRGINIA. 6. THE AREA WAS DETERMINED BY DMD METHOD. 7. ALL HORIZONTAL DISTANCES ARE GROUND DISTANCES. 8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET #A721403244-OOA, FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 9. THE PROPERTY APPEARS TO BE IN FEMA ZONE "AE," PER MAP #51003CO288D; EFFECTIVE FEBRUARY 4, 2005. 10. ZONING PROVIDED BY ALBEMARLE COUNTY TO BE USED FOR INFORMATIONAL PURPOSES ONLY. 11. TOTAL AREA = 190,876 S.F. = 4.382± ACRES 12. NO EVIDENCE OF RECENT EARTH MOVING, BUILDING CONSTRUCTION, STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED ON SITE. 13. THE SITE DOES NOT APPEAR TO HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 14. NO VISIBLE FLAGGING EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS BEING LOCATED ON THE SUBJECT PROPERTY. � � a OYA Op. o � NICHOLAS L MANSRELD License No. y 3269 Z O W u a O ' (n W U_ �� 00 C%� W C� n/ V) N 73W �- z o } u U �W N 01 N ry o d Z x�� <( ot°•� cf) DRAWN I CHECKED NLM NLM SCALE: 1„ = 30` 0 15' 30' FM DATE OF SURVEY: 2/11/2018 DATE OF PLAT: 2/13/2018 PROJECT N0. 17-099 1 of 1 SHEET NO. U 0 H U ry M� O Q Ix w O W (J� W O W O W w U DRAWN I CHECKED NLM NLM SCALE: 1„ = 30` 0 15' 30' FM DATE OF SURVEY: 2/11/2018 DATE OF PLAT: 2/13/2018 PROJECT N0. 17-099 1 of 1 SHEET NO. SEQUENCE OF CONSTRUCTION NOTE= UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS= TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC, IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PHASE I I. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH ALL SUB -CONTRACTORS WHO WILL BE RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES AND WHOSE WORK WILL IMPACT THE SWPPP. INVITE AGENCY(IES) TO PRE -CONSTRUCTION CONFERENCE, 2, INSTALL STABILIZED CONSTRUCTION EXIT. 3. INSTALL PERIMETER SEDIMENT CONTROLS is PLASTIC SAFETY FENCE AT SOUTHWEST PROPERTY LINE, CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS. 4, ALL DISTURBED SLOPES 3I AND STEEPER TO RECEIVE TURF REINFORCEMENT MATTING OR TRACKING WITH PERMANENT SEEDING. 5. INSTALL SEDIMENT BASIN AND OUTFALL PIPING PER PLAN. 6. INSTALL DIVERSION DIKES AND STABILIZE WITHIN 7 DAYS. 7. TEMPORARILY STABILIZE ALL DISTURBED AREAS WHERE WORK HAS CEASED FOR 14 DAYS OR MORE, 8. COMMENCE MASS GRADING OPERATIONS. PHASE 11 1. INSTALL REMAINING STORM DRAIN AND INLET PROTECTION, 2. INSTALL ALL UNDERGROUND UTILITIES. 3. START CONSTRUCTION OF BUILDING PAD, WALLS E STRUCTURES. 4. COMPLETE MASS GRADING E STABILIZE SLOPES. 5. UPON COMPLETION OF SOUTHWEST RETAINING WALL, CONVERT TEMPORARY DIVERSION •C• TO PERMANENT CONCRETE FLUME, 6. INSTALL CURB AND GUTTER AND STABILIZE PARKING AREA WITH THE BASE COURSE. 7. PAVE PARKING AREA 8. PERMANENTLY STABILIZE ALL REMAINING DISTURBED AREAS, SEE LANDSCAPE PLAN FOR FINAL GROUNDCOVER AND STABILIZATION REQUIREMENTS. 9. REMOVE BASIN SKIMMER E CONVERT SEDIMENT BASIN OUTLET STRUCTURE TO FINAL CONFIGURATION, (RE= DRY POND SECTION SHEET) 10. INITIATE SWPPP CLOSURE PROCEDURES WITH ALBEMARLE COUNTY AND VDOT. II, INSPECT ALL DOWNSTREAM STORM PIPES E STORM WATER MANAGEMENT FACILITIES, CLEAN AS NECESSARY. 12, MAINTAIN ALL SEDIMENT AND EROSION CONTROL FEATURES THROUGHOUT THE LIFE OF THE PROJECT. 13. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 0.5 INCH OR MORE OF PRECIPITATION. AI.OSOJU 00JWY SAL 0067 IX.'" NOTES FOR .310" APD 8MR61Ii VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK CODING SYSTEM 4.38 ON-SITE DISTURBED AREA NO. TITLE KEY SYMBOL 3_01 PLASTIC SAFETY FENCE SAF (OWNIZ ONLY) ZONING LIMITS 3.02 CONSTRUCTION ENTRANCE O pw 468.50 3.05 SILT FENCE (S) SF 3.07 INLET PROTECTION e &% @ -1 TCA ADM A r)Y / \ nDD I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA / / REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. / I / 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR I / / TO OR AS THE FIRST STEP IN CLEARING. / / /I I 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. I I i I / 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN I I I INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW I I I I `I OR WASTE AREAS), THE CONTRACTOR SHALL. SUBMIT A SUPPLEMENTARY I I I I I� \ EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE I I I I II i PLAN APPROVING AUTHORITY, I I I I M 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL I I I I I EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND ` SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, I I �; I I1 I I y I I i I 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL I �, I MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE T I `� I DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. I I I I I I � ( 8, DU21NG DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED \ I I I I I I I I FILTERING DEVICE. \ \ \ \ \ 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES I I I \ \ \ \ \ \ r PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT, ANY I I I I \ \\ \ NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE I I I TS L EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. I I � , I I 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW I I AREA. I I� I L I I 1 II. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. I I �P I I I I I°, EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, I � I I i I III /r ' WOOD, RUBBISH, AND OTI-� DEBRIS. L I I l i /\ 12, BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF I I % ( I % COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. I I I I I 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION I I I I I I I I 13-301 OF THE CODE OF ALBEMARLE. ( I I I I I I I I -fly 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER I I I I I I I EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7=00AM TO 9=OOPM. I I I I I I 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER I I1 I I I I I a, THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO I I I I I I I 1, PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND I I I I I 'i DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. I I I I I I I I >I 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR I j, I I I I II ) CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE I I T III I I APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN I I I I I I I I I I I �' REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION I IIII I I IY OF THE PROPERTY. I I I I III L- 17, TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. IIIIIIII \ �, �°: SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO I I I I I I I I I FEBRUARY TO CONSIST A 50/50 MIX O F ANNUAL RYEGRASS AND CEREAL I I I I I WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY I I I I I I Y THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MUCH IS TO BE r- I I I I I I I j APPLIED AT 801_BS/IOOSF, ALTERNATIVES ARE SUBJECT TO APPROVED BY THE T I i II COUNTY EROSION CONTROL INSPECTOR, I III I I I I , 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, N /F I AND MULCH. AGRICLJLTU12AL GRADE LIMESTONE SHALL BE APPLIED AT o 1 d i n g s , LLC. 1 9OLBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER \-00-00-011 Eo I I I I I I ��, SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT '172, P C . 51C) I I I I ' 'I MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST , r e: P U D i I i I I I II OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-51; PERENNIAL 12YEGRASS OR I I I I KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8O LBS/IOOSF, 1 I I I I I I' Ij ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY E20SIONN CONTROL I I I I I I I 19. MAINTENINSPECANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER I I I I , I I EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS I I I I I I TO BE REPAIR IMMEDIATELY, SILT TRAPS ARE TO BE CLEANED WHEN 50% OF I I I I THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT, ALL SEEDED AREAS � I I ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND O F ; _ "", 11 GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. � ' D '. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE \\ REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE _ _ NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION Apparent Encroac_ nt ' CONT120L INSPECTOR. \-----So�cre t e S i d e w �L r NO CONSTRUCTION VEHICLES, MATERIALS OR DEBRIS ARE TO BE STORED WITHIN THE AVON STREET EXTENDED RIGHTS-OF-WAY - �; �� \ \ \ ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.38 ON-SITE DISTURBED AREA 1.70 OFF-SITE DISTURBED AREA 0.20 TOTAL DISTURBED AREA 1.900 IMPERVIOUS AREA AT COMPLETION 122 (OWNIZ ONLY) ZONING LIMITS PERVIOUS/ SEEDED AREA AT COMPLETION 318 I (OrrerlE ONLY) DRAINAGE AREA LIMITS 7- F�M \ \'\ •STATE ROUTE 742 ROADWORK HAS NOT BEEN INCLUDED , ,,, <.L,, - A ZO WITHIN THE TABULATIONS PROVIDED ABOVE. \\ �� NE q \ \\ \\\ ' E- �\O' .,. \, \\ \ R \\\\ EVERY DIGGING JOB REQUIRES A CALL �k�\.\\\\\\\� ` �S SHRUBS. 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IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PHASE I 1, SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH ALL SUB -CONTRACTORS WHO WILL BE RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES AND WHOSE WORK WILL IMPACT THE SWPPP. INVITE AGENCY(IES) TO PRE -CONSTRUCTION CONFERENCE, 2, INSTALL STABILIZED CONSTRUCTION EXIT, 3, INSTALL PERIMETER SEDIMENT CONTROLS E PLASTIC SAFETY FENCE AT SOUTHWEST PROPERTY LINE, CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS. 4, ALL DISTURBED SLOPES 3:1 AND STEEPER TO RECEIVE TURF REINFORCEMENT MATTING OR TRACKING WITH PERMANENT SEEDING. 5, INSTALL SEDIMENT BASIN AND OUTFALL PIPING PER PLAN. 6. INSTALL DIVERSION DIKES AND STABILIZE WITHIN 7 DAYS. 7, TEMPORARILY STABILIZE ALL DISTURBED AREAS WHERE WORK HAS CEASED FOR 14 DAYS OR MORE, 8. COMMENCE MASS GRADING OPERATIONS. PHASE II I. INSTALL REMAINING STORM DRAIN AND INLET PROTECTION, 2, INSTALL ALL UNDERGROUND UTILITIES. 3. START CONSTRUCTION OF BUILDING PAD, WALLS is STRUCTURES. 4. COMPLETE MASS GRADING � STABILIZE SLOPES. 5, UPON COMPLETION OF SOUTHWEST RETAINING WALL, CONVERT TEMPORARY DIVERSION "C" TO PERMANENT CONCRETE FLUME. 6. INSTALL CURB AND GUTTER AND STABILIZE PARKING AREA WITH THE BASE COURSE. 7, PAVE PARKING AREA 8. PERMANENTLY STABILIZE ALL REMAINING DISTURBED AREAS. SEE LANDSCAPE PLAN FOR FINAL GROUNDCOVER AND STABILIZATION REQUIREMENTS, 9, REMOVE BASIN SKIMMER E CONVERT SEDIMENT BASIN OUTLET STRUCTURE TO FINAL CONFIGURATION, (RE: DRY POND SECTION SHEET) 10, INITIATE SWPPP CLOSURE PROCEDURES WITH ALBEMARLE COUNTY AND VDOT, II, INSPECT ALL DOWNSTREAM STORM PIPES� STORM WATER MANAGEMENT FACILITIES. CLEAN AS NECESSARY. 12, MAINTAIN ALL SEDIMENT AND EROSION CONTROL FEATURES THROUGHOUT THE LIFE OF THE PROJECT. 13. INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 0.5 INCH OR MORE OF PRECIPITATION, AIMM.E COUNTY GOO& CONSTRUC" ND7E3 FOR EROSION AND S UOff CCMROL PLANS, I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2 ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES, 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, 7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE, 9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA, II. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13, ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14, BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:0OPM, 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE, 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY, 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING, SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET, STRAW MUCH IS TO BE APPLIED AT 80L3S/IOOSF, ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR, 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MUCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/I000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL, FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX, PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-51 PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MUCH IS TO BE APPLIED AT 80L3S/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR, 19, MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 501 OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT, ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY, 20, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. NO CONSTRUCTION VEHICLES, MATERIALS OR DEBRIS ARE TO BE STORED WITHIN THE AVON STREET EXTENDED RIGHTS-OF-WAY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK CODING SYSTEM NO. TITLE KEY SYMBOL 3,_01 PLASTIC SAFETY FENCE SAF 3.02 CONSTRUCTION ENTRANCE O PM 3.05 SILT FENCE (SF) SF 3.07 INLET PROTECTION e &I z' �' @ 3.09 TEMPORARY DIVERSION DIKE DD -�-�- 3_14 TEMPORARY SEDIMENT BASIN SB y, 1`- 3.15 TEMPORARY SLOPE DRAIN TSD 3_16 PAVED FLUME PF O 3_18 OUTLET PROTECTION (�) 3_19 RIP -RAP (W/ FILTER FABRIC UNDERLAY) (�) 3.20 ROCK CI-ECK DAM CD 4 3.29 SURFACE ROUGHENING (�) - ­*- Q-- � 3,31 TEMPORARY SEEDING (�)_ �& 3.32 PERMANENT SEEDING 0 PS -*--e--► 3,35 MULCHING O ­* \ \ \ \ FEMq \.\ ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.38 ON-SITE DISTURBED AREA 1.70DIG OFF-SITE DISTURBED AREA 0.20 TOTAL DISTURBED AREA 1.900 IMPERVIOUS AREA AT COMPLETION 122 coWarr� owY, PERVIOUS/ SEEDED AREA AT COMPLETION 318 f0lF8RE ONLY) - O- � \ \ \ \ FEMq \.\ ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.38 ON-SITE DISTURBED AREA 1.70DIG OFF-SITE DISTURBED AREA 0.20 TOTAL DISTURBED AREA 1.900 IMPERVIOUS AREA AT COMPLETION 122 coWarr� owY, PERVIOUS/ SEEDED AREA AT COMPLETION 318 f0lF8RE ONLY) nw, y ii e r � ryvnes ._. ke+J iYC1rC h � �%w e \ \\�\\ �`�� �/VE- \ M *STATE ROUTE 742 ROADWORK HAS NOT BEEN INCLUDED F' � �� \\ \ \�`\"moi\/a \OR� WITHIN THE TABULATIONS PROVIDED ABOVE. I - \\\\ _ '1e11 ewb,T.,,.. \\ S ,� \ \\\__% �� \7 CRE \� \ \ \\�\ \ \,�\ \ \ \\\ EVERY DIGGING JOB REQUIRES ACALL -EVEN ���\\\\' \\\\\\ \\_ \FJ� SMALL PROJECTS LIKE PLANTING TREES OR \� \� \\��\\\\\0 \\\\ ` SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY p \\ \\\\\ \\\\ \\ \\ LINE WHILE DIGGING, YOU CAN HARM YOURSELF F /��_________ \ \\\` \\ \ :*-_--�- \ \ -:::� \\ \ \\ OR THOSE AROUND YOU, DISRUPT SERVICE TO FC'i \\ \\\\\\ \ \ _-:� \ \ \\\`\ AN ENTIRE NEIGHBORHOOD AND POTENTIALLY 8E R RESPONSIBLE FOR FINES AND REPAIR COSTS. '\_-\_\__ \ \\\\\ \\ \ _ C/��� \\\\\\ �_�\--`\\ \_ EACHJOBIWHETHERYOUAREAHOMEOWNEROR\\- \\\ _ \ \ \\ \\ \ - _ _ \ \ _ A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES SCALE 1" =1 000' \ \\ '-\ �\\ \\\\ \� \ , \ \ \ \\ \ \_-\ \. \\ \\\`_\ \ ,\ �\ \\ \\\ \ \\\\ \ \ \\ \ \ _ \\\\\ ;\ \\\\ ;\� �, LEGEND �� _ `=\\moo � ���� \ �; ` \\� \ \ \\\\ \\ �\ _ \ �\_ \ \ \ \_ \\ _ \� � \ _� \ � \ \ �` - EXISTIJG ;\- _\-_- _� _\ \\ \ -� , \ \\ \ \\ \ - \ \\\\' \\\ \_\\ \ \\ \ \\ \ PROPOS® DESORPTION _ - __ �� \� \ , �\� - \\ �\ � \- \ \�-- ----- --:\ -� \ _\ \ \\\\\ \_ \\ \� �� � \� -- \ \\\ \ '"_ � ---� LIMITS OF �\ \� \ \`' \ \ \\\ \\ \\ \ \- \ \ \ \\ LOD _�� \ \ \ \ \ \ \ \�`'\ _ \\ \ \ \ \ \\\\\ \ DIST!RBANCE \ \ \\ \ \\ _ _ _ \\ \ \ \ \ \ \ \\ \ \ ' _ �\ �\�:\� �\:���\ _ :� -_ �_ �: \\ \ \\\ \ _\\ � \_ ,\ : �\ - _ \\\\ \\ \\\ \\\ �_`\\ \\_\ \\ _ \ \- - � \� _ ;\ _---------- _.__:.:: _- STORM DRAIN \_ _ _ _ _ _��\� \�����\_ �--\� --- \ \�\�\\\\� \ _\\_ _\\\ � \\\\__\\\\\ \� �_ \\ \\\� �\_\�\\ \_\�_\\\ \ \ \_ \\ \--3-- 6 �\ \ \ \ \_ � \\\ \ \ \� \ ` - , \ o \ \ �� \ _ \ \ \ PROPERTY LIMITS _ �_ _ \ \ \ \ \ \ \ _ \ \ \ _ \ \_ _ I \ ZOI�NVG LMTS \�\ \\\�\\\� \_\�\�\-\_\�� �-\\\\\_\_.\\\\`_ \\_ \_ \\\�\\\\\\\ \\\\\\\\\\ \\_\'��\\� \,\\\ �-\_�\\� \\\\\\�\_\ \\ ��_�� __\-\\� \\�_�-\\\\ - - _ �- - \\\\\\.�� \ \\\\\ \��\�\\ \\ \\\\\\\\\\\\\\\\\\ \:\\\\\\\\\\\\\\\\\��\\\ \-_ \_\\ \\:\\\�_\� % i�� Tz \\__ \\_�\_�\�_�_�\��\\\\`.'\;\\\\ \\\\\\\\\\\ ,\ \\\\\\_�\\\\\\\\\\\ \\\\�__\\\\\\\\\\\_\_\ \__ \` \\�\ \\ \\ _''_ _��___� SOL TYPE LIMITS \ \ \ \ \ \ \ _ \\ \ \ \ \ \ \ \ \ DRANAGE AREA \ \ \ _ \ \ LIMITS \ \ \\ \ _ t'\ \SN'.- -_ �_��_�_�_\\\\_\�,, ,\ \\\\\\\\\_`\\\\_�\_\\_\��\\\\\\ \�\\\ \\\\\�� \\\_\\ \ \\__\\ \\�\\�___ __ � \\\-- - ���, /ice-�\� \ \ \ \ \ \ \ \ \ \_ \\ \ \\ \\ \ \ i \ \ \ \ \ \ \ \ E � \ \- _� - - -��_�� _'�� -_--�_ _�_--_ \ ,\ _ \ \ \ \ \ 0" / �__ __ __ " � '<� - - - __:�Z_ - - , �' �Ifr_ :_:�Z� __ I I _ �1 _ _ _ \ '\��' 4 0'' I '�� ��-�_-�_- __-_ - --:�--�- ---:-- -�--- ,_ \ , \. ,\ , _ \ \ \\ \\\ � _ \\\ , \ _ ,\\_ \\__ \_ > ) \ 1 I I I I I \ \ 0'", ----\ \ \- - \\\\\\\\\\,; \\\\, �' l I I I I I I i I i \\; \ o_\-\ \\`sQj� , � ,-, ' _' � \� 1 1 I I I I ! I III � ; \ - \ \\ \ 4, , � I;\ :\ \\\ I�) I I I i I I I I I I 1� \ `4 \_ `\ "-�-' \ I I I I I I \ _ _ _ 1 I mo' '\ \`, 1 I I III III ! I ! ! ! III III I �, \ � \ \ \ ,\ \_ \\\ \\ 1 �l1III III I II III II! ! I!I IIS\�' \_\ o _\ --=\ \\\� 1111 �� -� --�--' I i I I I I I ! I I I I I I I I III 1111 11 ! 11 ! (�, \ \ ���\\ \ _ \ _ _ , a II I� \ \ \,\ ,.I,,,� �� oI� �I�I, ,I IIIIIII,II \ �jlI \\ \ \ DISPOSAL OF SEDIMENT. NOTE SEDIMENT REMOVED FROM SILT FENCE, INLET PROTECTION AND EDIMENT BASIN, ETC. DURING S THE F COURSE 0 CONSTRUCTION, SHALL BE PLACED ON THE TOPSOIL STOCKPILE AND RESPREAD AT THE END OF TI -E PROJECT, SEDIMENT REMOVED FROM THESE ITEMS AFTER THE SITE HAS BEEN SEEDED, SHALL BE HAUL ED OFF SITE AND DISPOSED OF AT AN APPROVED, LISCENSED SPOIL AREA THAT IS IN FULL COMPLIANCE WITH THE NPDES REGULATIONS, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY APPROVALS NECESSARY TO ALLOW FOR THE DISPOSAL OF THIS MATERIAL IF HAULED OFF-SITE,- - �-' '� �' I � 1� � �� �-: - �� _��' _--� - " I -_ �_ --___ - ' '' \ 20' Na -Disturbance Zone // --- I III ' 1 1 \` \\ �\\ \\� \\ _ \ �\ �\` \\�� \\� �, \\ � � � -, \' '� . � \ \ I� -1'� __�_ \ \ \ � \ THE py�yy�� IIIA' I \ PQ. 437, PG. 3.32 � CONN STRUCTURE TO FINAL CONFIGURATI �,\\ \_��\� \\\\\ �\\��- �\�_�.��_�\\\��_���\�� �\\\\�I\'�� __\�_�_�_---\.\ \ ' \\,\ / OWING SITE STABILIZATION (SEE DETAIL ' \ J\� , \\ ,\�\, .; �,� ���� \�,�\ �� � \\ ' � \ '� \ ,, \ \`, \ \ \ \ ,� \\\\ �\/\/\ ____:�_ I I I I I � I � � ' ��� `\ = WITHIN DRY POND SECTION AL SHEETS FOR \ ` �� �� \�_ �\\ "'�- - CONTROL 1� // _�' "`'� ` `\\ � � ,. \ \ `\` \ '\ \ ` \I/ � ,�` --- �\ \ _-- � ALL E�'OSION� CONTROL NO I I ���- SHEET) \ ,\r�\�\\� .\:��\'�\\� '\�\\�\\���\\�\\ \\\\� `.\ � \ \\\ \\\\\\ \�\\\�/ ��_� \ \\�� \ I � � I I I I �--��--� �---� �� �-�- �--�- --� - --� �-� �-- �\- ; \ � ETC. I I � � t 7'r%I��I EMERGENCY7\\\�;�,��\�'�\:\�`',\\'\, \:\'\;�, \.,\\\\\���'�-_��__��II(I�%I�� ���I( SPILLWAY / � �_ �'� ;.,\\\��`,;�;�\\�`� \\1' . ,\ :\,.\\ \ \ \\\ \ 7\\\ �c_ � _ \ �_ � �� IS- I \ � \ � I � - 1:__1 .� \ , ., \\ , , � : � ,, , � �, ' \ \ � _ _ � \ -\ --- � � � I\ _ - SITE DISCHARGES TO MOORES I I I ,- -� 1 (SEE DETAIL) I �� �,^ �\ � ,. i \ \ � ,'\"'\'\\",,. \ � . ; \ \� - \ , \ \\ \ \\ �\ - _ - �= �� \ \ �\\ � � \ '11% 1, CREEK AT ±478 FT \ I r I SF �-�- � 470 TREES TO REMAIN \\ \ \ ,/,, __ \ � � \ i� � � :; . ,>.. 472 - 2 - 470,.. _ .S ' \ \ �\' \ \ \ �/ � � '\ � \ \ � \ :,.N � .,� ,;� RTO - \ 470 � l V_'�' 3 .. ... • . 1 : .• .•,... .PS... � \\,\\' � PROTECT ,:��\ / \ 1� \\ - 1 I � I � . .,. :. . • . - • . :...... ' • . '. • . � .. \' THROUGHOUT \\ ,, \� i ,' �� \ \ I I � � � � RR .. � � \• .. .. � .:. . � '® �\\ \ � ,` CONSTRUCTION ; ,` ' , II`' J _ ` , TRA` @..... � ... � \� \\, \\'`\.\ \�� ,,,\,\ ` \\ . \ , � . -- � -� � �� � � --� � NSITION FLUKE FRO ' , \ s • •: 466 T RMWATER \ \'. ` : \. \ I�.\ _ _ -__� -, \ 467 S S O \ ``� • \ \\ \ \ ` \ \,\\",\, \ \ `\\ � ` � � _� \ •� \ PS 468 �;,\\\• \ \`'\ ,\.,� \.,\ .\\�\ \`�\ I---,� �__�\ \�,� \ 3�1 SIDES T•0 8�1 OVER � � � .... \` _ ' .` \ 4 472 \ `CJJ 469 470 0 OUTFALL r�\` \.\\�'\\\'\\`�\\�� .\ �\\1�1,.� � �� \� \ \ 13 ((SEE DETAIL) � AN -1, I - ��., _ � \\..�,\\, . \",\\'\ \,,\ \\\\ - � ___� _ � _ � \ 1 � \ � \� \ ® `� LAT: 38'00'37.9'N �` \',\• \\�;\\,\,�\\ 1)�� _-��- �F�\ \\ I I \ \\ \ � ''\ .. LONG 78'29'27.TW `�� \ �\ :""\\,\,\\\\", , �\. \1� uu_� � _,, � - �\ \ I I � I I � r \\ ��..... .. _ \ FLOWS TO ��\ \\`\;\,\\ \\�\\` \\'1� \ � � ��\\ I I it � I \ � � I � � \ \ 473 - - \ .. •..: . � \ � \ MOORES CREEK \ .'�,\\\\\\\�\ • ,\\\ , 11k\ _ ` \ _-- \ � �\� � \ I I I � \ � • \`�\ \ \ \ \ \ \ - - -- - - _ _ - . •'��% 3 \ � ) APPROXIMATELY \ `�' \\\ \� ` \ ` ; -, _\ � ' ,\\ I I III \\� \��- ��..PS �= ' 478 FEET � 1. \�;\ \ \" "\\;i�` _� \� '� \� I I I � %) � � / \ \ • \\ M .470 .� \� • .. NORTHWEST , • \\\\�11 � - o\ --- _' � \ \ I I (I I ((I \ \ \ �) : ° .� . . I-�JCO20802040402 '•\• .6-..- 1 �) ""�-:':'­1:_"' , o\\\`�\\ I I I III I I� �,os \. \ \ �. 4� ;..472 47/' 4\\ ...* -.:•.�\. � \ \ ,:.6\` :-\\\,\\ i I I I I PS \ 3 . INSTALL POND OUTFALL PIPE (RE `.__\ __� GRADING to E DRAINAGE PLAN)) \ \\ �\ I I I I � ) 13. SEDIMENT REMOVED FROM SILT FENCE AND OTHER BMP DEVICES I i � 1111 I I I � ' \, 474,, \ � \\ \ �i / EROSION CONTROL NOTES. III I \ � / DURING THE COURSE OF CONSTRUCTION SHALL BE PLACED ON THE I I I I \� \ ) TOPSOIL STOCKPILE AND RESPREAD AT THE END OF THE PROJECT, 111 � II 111 II 11 I I I \\ \ \ _ � � \� ' \ I. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL ` _ � `,\ \ y Wx ANY MATERIAL NOT NEEDED TO COMPLETE STABILIZATION OF TI -E I TO DO SO HAS BEEN RECEIVED BY THE GOVERNING AUTHORITIES. I I I I I I I I I �11 \\ '\�\\���`\\ (�PROJECT SHALL BE HAULED OFFSITE TO AN APPROVED, LICENSED, Iit IIIIIII \ \ � \ • � \. \ � I_ "' �' / �° 2, THE GENERAL CONTRACTOR SHALL STRICTLY ADI -ERE TO THE SPOIL AREA THAT IS IN FULL COMPLIANCE WITH NPDES REGULATIONS. I I I I I I I� I \,, \0 \ \ \ \ � /� APPROVED NPDES SWPPP DRAWINGS DURING CONSTRUCTION OPERATIONS. I I I I) � S I 0\ \ : .• . � / 14. THE CONTRACTOR SHALL LOCATE THE FOLLOWING ON THE SWPPP I `� II I I II) � I 1: L � \ 0 � \ - - �� • :' \ � \ I •PS ' \ 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PHASE I PLAN MAINTAINED ONSITE CONCRETE WASHOUT LOCATION, TOPSOIL I I I � I )' � \, `\ \ 1-T � • \ I ( AND PERIMETER SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. STOCKPILE LOCATION, SANITARY FACILITIES, SOLID WASTE RECEPTACLES, �� I I I)) �)) � � \ � \ / ' I 50' Ex. snared Driveway Easement AND FUEL STORAGE AREA, AS APPLICABLE. T I I I � �) I \\ \ •` \\\ \ �\ I I I I PQ. 3471' Pc. 411 4. ALL EXPOSED AREAS SHALL BE STABILIZED OR SEEDED IMMEDIATELY I � I) � � _ I 1\ 1 .. PB. P�. � � 3y' PG. 332 15, CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT TRACK N /F I) I I I I I I � \ \ � \ \� \ \ _ � \ � '\ ' \ \ ^.. I\ � WHEN GRADING OR EXCAVATING ACTIVITIES HAVE PERMANENTLY CEASED, OUT TO ADJACENT ROADWAYS DOES NOT OCCUR. CONTRACTOR SHALL � , � L , I ! I I I i I � \ Cj /q,L I B E R ` - � \ I \ \ � . I\ 5. SHOULD GRADING OR EXCAVATION CONSTRUCTION STOP FOR LONGER PROVIDE wH�.. WASH, IF REQUIRED, TO PREVENT TRACK OUT. o��oo-oo-oo-o\iEo B. 2872, 11 11 P ��. 510 ! ! I \___ _ \ \' � \ � \. THAN 7 DAYS, THE SITE SHALL BE SEEDED AS SPECIFIED. z �� r, a: PLO V I I I I �� � � I \_ \ C 0 L L� \�l O N \ � \ \ � .\ � . \ 16. NO AREA SHALL BE LST DENUDED FOR ANY PERIOD LONGER THAN I I I I I I I \� � __� , \ \\\\ \ \ '..\' \\, 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED 30 DAYS. ! ! I I I I I' \ \ PROTO 186 =\ ``.,\ \\ � \ \ \ q AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 III I ) \ I I � ,\ \ 18,635 S.F. �,� �\ � \\ :: - . HOURS OF 0.5 !NCI -ES RAINFALL OR GREATER DURING A 24-HOUR 17, NO UNPROTECTED, DISTURBED AREA SHALL DRAIN TO ROADWAY \\\ \ PAVEMENTS SUCH THAT THE SUBBASE BASE OR WEARING SURFACE ! I I I I III' C � _\ �� � \ N ° .. I PERIOD. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. II \ I I I � t \' , r PE � 475.0 \,,> � \ � � � ._.: WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HODS OF REPORT. 20' utirt�,& Drama e / r� `� � I ' ' 18. ALL UTILITY TRENCHES LOCATED OUTSIDE PAVED AREAS ARE TO BE �' � )� I I , e \ '� � ! � 7, THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. IT SHALL BE -- __� I � EasernPnt \ ,_ � I �= I I � SEEDED AND MULCHED WITHIN 30 DAYS AFTER COMPLETION OF __ i , ' Pe. 3471, �-��, 4� � I �� / I �, THE GENERAL CONTRACTOR'S RESPONSIBILITY TO TAKE ALL NECESSARY o �\_ � �\ • � / / // / � I I PRECAUTIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. BACKFILL, �, \ � /I I / I I I PS: , Poe 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL 19. TEMPORARY CONTROL ITEMS SUCH AS EARTH BERMS, DIVERSION \ __• • . .. _ , , . Iv 3,891,34-0.03 DIKE AND SEDIMENT BASINS ARE TO BE MULCT -ED AND SEEDED WITHIN • �1q 1� .. J � � 5 '.. . • I I �- ORDINANCES THAT APPLY, S S -_ � � • � . •. ). . •� • ....•. @ / � � .•...• ,. �' ., �� 414 / 472 I • � � F 11,485,707.76 ONE WEEK AFTER GRADING. - - - � - •' . / . '1 � - I'/- � � • � I � I 4� - 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE � � � - - - � F S SF SF SF � INSTALLED AS DEEMED NECESSARY BY SITE INSPECTIONS. 20. A COPY OF THE APPROVED DEVELOPMENT PLAN AND EROSION AND - 77 I - � _ - � - � " S � - - _ � a� 7- - SEDIMENT CONTROL PLAN SHALL BE KEPT IN GOOD CONDITION ON THE �h _ - _ _ _ . . __.._.__._._._.._­ _ ­ -____........_,..__... ' -- -- - - - - J -- - _' SITE WITH THE BUILDING PERMIT DURING CONSTRUCTION OPERATIONS, � - - IGH - - _ _ - - _ - - _ _ - :==: 10. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE - -� � �" � - -- - -- � - _ _ __ - _ -_ `- c _ - = INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE _. _ .1.11-1-1.1111111-1 ____� __ _ -.. -11 -_... _� __ � COVERED WITH FILTER FABRIC �' \ � _\ ____� - -�_�_�" = �'_ RE: OFF SITE ROAD I \ \�____.____� AV STRE'ET E ENSION (S.__._. 742)___ \ - Y'�' -�-- II GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER � N 3,\{!1 25.38 /' /' (60 F j Public Rig��Of-Way) (DB. 42.9', PG. 219) /- IMPROVEMENT PLANS / / I MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION, �� E \; �5, ;z2.24 ,� ,\ / _ � BY OTHERS) - - __ _ _ - w \ - _ - - -- ---L�\ - �_-\n- - _ - - _ -_ _ \ -_ _ - - - - a_ � _ - - _ �M °^�-- 12. SEDIMENT SHALL BE REMOVED FROM SEDIMENT FENCE WHEN IT IS o 3° �o - Jas - so6 _ so6 --- sob -- soE, -- s�o6 -- sp6-- -=sem- st �6 sr � - - - SCALE C 30' DRAWN BJH CHECKED TMB DATE 03!2212018 SCALE DRAWING nw, y ii e r � ryvnes ._. ke+J iYC1rC h � �%w e \ \\�\\ �`�� �/VE- \ M *STATE ROUTE 742 ROADWORK HAS NOT BEEN INCLUDED F' � �� \\ \ \�`\"moi\/a \OR� WITHIN THE TABULATIONS PROVIDED ABOVE. I - \\\\ _ '1e11 ewb,T.,,.. \\ S ,� \ \\\__% �� \7 CRE \� \ \ \\�\ \ \,�\ \ \ \\\ EVERY DIGGING JOB REQUIRES ACALL -EVEN ���\\\\' \\\\\\ \\_ \FJ� SMALL PROJECTS LIKE PLANTING TREES OR \� \� \\��\\\\\0 \\\\ ` SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY p \\ \\\\\ \\\\ \\ \\ LINE WHILE DIGGING, YOU CAN HARM YOURSELF F /��_________ \ \\\` \\ \ :*-_--�- \ \ -:::� \\ \ \\ OR THOSE AROUND YOU, DISRUPT SERVICE TO FC'i \\ \\\\\\ \ \ _-:� \ \ \\\`\ AN ENTIRE NEIGHBORHOOD AND POTENTIALLY 8E R RESPONSIBLE FOR FINES AND REPAIR COSTS. '\_-\_\__ \ \\\\\ \\ \ _ C/��� \\\\\\ �_�\--`\\ \_ EACHJOBIWHETHERYOUAREAHOMEOWNEROR\\- \\\ _ \ \ \\ \\ \ - _ _ \ \ _ A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES SCALE 1" =1 000' \ \\ '-\ �\\ \\\\ \� \ , \ \ \ \\ \ \_-\ \. \\ \\\`_\ \ ,\ �\ \\ \\\ \ \\\\ \ \ \\ \ \ _ \\\\\ ;\ \\\\ ;\� �, LEGEND �� _ `=\\moo � ���� \ �; ` \\� \ \ \\\\ \\ �\ _ \ �\_ \ \ \ \_ \\ _ \� � \ _� \ � \ \ �` - EXISTIJG ;\- _\-_- _� _\ \\ \ -� , \ \\ \ \\ \ - \ \\\\' \\\ \_\\ \ \\ \ \\ \ PROPOS® DESORPTION _ - __ �� \� \ , �\� - \\ �\ � \- \ \�-- ----- --:\ -� \ _\ \ \\\\\ \_ \\ \� �� � \� -- \ \\\ \ '"_ � ---� LIMITS OF �\ \� \ \`' \ \ \\\ \\ \\ \ \- \ \ \ \\ LOD _�� \ \ \ \ \ \ \ \�`'\ _ \\ \ \ \ \ \\\\\ \ DIST!RBANCE \ \ \\ \ \\ _ _ _ \\ \ \ \ \ \ \ \\ \ \ ' _ �\ �\�:\� �\:���\ _ :� -_ �_ �: \\ \ \\\ \ _\\ � \_ ,\ : �\ - _ \\\\ \\ \\\ \\\ �_`\\ \\_\ \\ _ \ \- - � \� _ ;\ _---------- _.__:.:: _- STORM DRAIN \_ _ _ _ _ _��\� \�����\_ �--\� --- \ \�\�\\\\� \ _\\_ _\\\ � \\\\__\\\\\ \� �_ \\ \\\� �\_\�\\ \_\�_\\\ \ \ \_ \\ \--3-- 6 �\ \ \ \ \_ � \\\ \ \ \� \ ` - , \ o \ \ �� \ _ \ \ \ PROPERTY LIMITS _ �_ _ \ \ \ \ \ \ \ _ \ \ \ _ \ \_ _ I \ ZOI�NVG LMTS \�\ \\\�\\\� \_\�\�\-\_\�� �-\\\\\_\_.\\\\`_ \\_ \_ \\\�\\\\\\\ \\\\\\\\\\ \\_\'��\\� \,\\\ �-\_�\\� \\\\\\�\_\ \\ ��_�� __\-\\� \\�_�-\\\\ - - _ �- - \\\\\\.�� \ \\\\\ \��\�\\ \\ \\\\\\\\\\\\\\\\\\ \:\\\\\\\\\\\\\\\\\��\\\ \-_ \_\\ \\:\\\�_\� % i�� Tz \\__ \\_�\_�\�_�_�\��\\\\`.'\;\\\\ \\\\\\\\\\\ ,\ \\\\\\_�\\\\\\\\\\\ \\\\�__\\\\\\\\\\\_\_\ \__ \` \\�\ \\ \\ _''_ _��___� SOL TYPE LIMITS \ \ \ \ \ \ \ _ \\ \ \ \ \ \ \ \ \ DRANAGE AREA \ \ \ _ \ \ LIMITS \ \ \\ \ _ t'\ \SN'.- -_ �_��_�_�_\\\\_\�,, ,\ \\\\\\\\\_`\\\\_�\_\\_\��\\\\\\ \�\\\ \\\\\�� \\\_\\ \ \\__\\ \\�\\�___ __ � \\\-- - ���, /ice-�\� \ \ \ \ \ \ \ \ \ \_ \\ \ \\ \\ \ \ i \ \ \ \ \ \ \ \ E � \ \- _� - - -��_�� _'�� -_--�_ _�_--_ \ ,\ _ \ \ \ \ \ 0" / �__ __ __ " � '<� - - - __:�Z_ - - , �' �Ifr_ :_:�Z� __ I I _ �1 _ _ _ \ '\��' 4 0'' I '�� ��-�_-�_- __-_ - --:�--�- ---:-- -�--- ,_ \ , \. ,\ , _ \ \ \\ \\\ � _ \\\ , \ _ ,\\_ \\__ \_ > ) \ 1 I I I I I \ \ 0'", ----\ \ \- - \\\\\\\\\\,; \\\\, �' l I I I I I I i I i \\; \ o_\-\ \\`sQj� , � ,-, ' _' � \� 1 1 I I I I ! I III � ; \ - \ \\ \ 4, , � I;\ :\ \\\ I�) I I I i I I I I I I 1� \ `4 \_ `\ "-�-' \ I I I I I I \ _ _ _ 1 I mo' '\ \`, 1 I I III III ! I ! ! ! III III I �, \ � \ \ \ ,\ \_ \\\ \\ 1 �l1III III I II III II! ! I!I IIS\�' \_\ o _\ --=\ \\\� 1111 �� -� --�--' I i I I I I I ! I I I I I I I I III 1111 11 ! 11 ! (�, \ \ ���\\ \ _ \ _ _ , a II I� \ \ \,\ ,.I,,,� �� oI� �I�I, ,I IIIIIII,II \ �jlI \\ \ \ DISPOSAL OF SEDIMENT. NOTE SEDIMENT REMOVED FROM SILT FENCE, INLET PROTECTION AND EDIMENT BASIN, ETC. DURING S THE F COURSE 0 CONSTRUCTION, SHALL BE PLACED ON THE TOPSOIL STOCKPILE AND RESPREAD AT THE END OF TI -E PROJECT, SEDIMENT REMOVED FROM THESE ITEMS AFTER THE SITE HAS BEEN SEEDED, SHALL BE HAUL ED OFF SITE AND DISPOSED OF AT AN APPROVED, LISCENSED SPOIL AREA THAT IS IN FULL COMPLIANCE WITH THE NPDES REGULATIONS, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY APPROVALS NECESSARY TO ALLOW FOR THE DISPOSAL OF THIS MATERIAL IF HAULED OFF-SITE,- - �-' '� �' I � 1� � �� �-: - �� _��' _--� - " I -_ �_ --___ - ' '' \ 20' Na -Disturbance Zone // --- I III ' 1 1 \` \\ �\\ \\� \\ _ \ �\ �\` \\�� \\� �, \\ � � � -, \' '� . � \ \ I� -1'� __�_ \ \ \ � \ THE py�yy�� IIIA' I \ PQ. 437, PG. 3.32 � CONN STRUCTURE TO FINAL CONFIGURATI �,\\ \_��\� \\\\\ �\\��- �\�_�.��_�\\\��_���\�� �\\\\�I\'�� __\�_�_�_---\.\ \ ' \\,\ / OWING SITE STABILIZATION (SEE DETAIL ' \ J\� , \\ ,\�\, .; �,� ���� \�,�\ �� � \\ ' � \ '� \ ,, \ \`, \ \ \ \ ,� \\\\ �\/\/\ ____:�_ I I I I I � I � � ' ��� `\ = WITHIN DRY POND SECTION AL SHEETS FOR \ ` �� �� \�_ �\\ "'�- - CONTROL 1� // _�' "`'� ` `\\ � � ,. \ \ `\` \ '\ \ ` \I/ � ,�` --- �\ \ _-- � ALL E�'OSION� CONTROL NO I I ���- SHEET) \ ,\r�\�\\� .\:��\'�\\� '\�\\�\\���\\�\\ \\\\� `.\ � \ \\\ \\\\\\ \�\\\�/ ��_� \ \\�� \ I � � I I I I �--��--� �---� �� �-�- �--�- --� - --� �-� �-- �\- ; \ � ETC. I I � � t 7'r%I��I EMERGENCY7\\\�;�,��\�'�\:\�`',\\'\, \:\'\;�, \.,\\\\\���'�-_��__��II(I�%I�� ���I( SPILLWAY / � �_ �'� ;.,\\\��`,;�;�\\�`� \\1' . ,\ :\,.\\ \ \ \\\ \ 7\\\ �c_ � _ \ �_ � �� IS- I \ � \ � I � - 1:__1 .� \ , ., \\ , , � : � ,, , � �, ' \ \ � _ _ � \ -\ --- � � � I\ _ - SITE DISCHARGES TO MOORES I I I ,- -� 1 (SEE DETAIL) I �� �,^ �\ � ,. i \ \ � ,'\"'\'\\",,. \ � . ; \ \� - \ , \ \\ \ \\ �\ - _ - �= �� \ \ �\\ � � \ '11% 1, CREEK AT ±478 FT \ I r I SF �-�- � 470 TREES TO REMAIN \\ \ \ ,/,, __ \ � � \ i� � � :; . ,>.. 472 - 2 - 470,.. _ .S ' \ \ �\' \ \ \ �/ � � '\ � \ \ � \ :,.N � .,� ,;� RTO - \ 470 � l V_'�' 3 .. ... • . 1 : .• .•,... .PS... � \\,\\' � PROTECT ,:��\ / \ 1� \\ - 1 I � I � . .,. :. . • . - • . :...... ' • . '. • . � .. \' THROUGHOUT \\ ,, \� i ,' �� \ \ I I � � � � RR .. � � \• .. .. � .:. . � '® �\\ \ � ,` CONSTRUCTION ; ,` ' , II`' J _ ` , TRA` @..... � ... � \� \\, \\'`\.\ \�� ,,,\,\ ` \\ . \ , � . -- � -� � �� � � --� � NSITION FLUKE FRO ' , \ s • •: 466 T RMWATER \ \'. ` : \. \ I�.\ _ _ -__� -, \ 467 S S O \ ``� • \ \\ \ \ ` \ \,\\",\, \ \ `\\ � ` � � _� \ •� \ PS 468 �;,\\\• \ \`'\ ,\.,� \.,\ .\\�\ \`�\ I---,� �__�\ \�,� \ 3�1 SIDES T•0 8�1 OVER � � � .... \` _ ' .` \ 4 472 \ `CJJ 469 470 0 OUTFALL r�\` \.\\�'\\\'\\`�\\�� .\ �\\1�1,.� � �� \� \ \ 13 ((SEE DETAIL) � AN -1, I - ��., _ � \\..�,\\, . \",\\'\ \,,\ \\\\ - � ___� _ � _ � \ 1 � \ � \� \ ® `� LAT: 38'00'37.9'N �` \',\• \\�;\\,\,�\\ 1)�� _-��- �F�\ \\ I I \ \\ \ � ''\ .. LONG 78'29'27.TW `�� \ �\ :""\\,\,\\\\", , �\. \1� uu_� � _,, � - �\ \ I I � I I � r \\ ��..... .. _ \ FLOWS TO ��\ \\`\;\,\\ \\�\\` \\'1� \ � � ��\\ I I it � I \ � � I � � \ \ 473 - - \ .. •..: . � \ � \ MOORES CREEK \ .'�,\\\\\\\�\ • ,\\\ , 11k\ _ ` \ _-- \ � �\� � \ I I I � \ � • \`�\ \ \ \ \ \ \ - - -- - - _ _ - . •'��% 3 \ � ) APPROXIMATELY \ `�' \\\ \� ` \ ` ; -, _\ � ' ,\\ I I III \\� \��- ��..PS �= ' 478 FEET � 1. \�;\ \ \" "\\;i�` _� \� '� \� I I I � %) � � / \ \ • \\ M .470 .� \� • .. NORTHWEST , • \\\\�11 � - o\ --- _' � \ \ I I (I I ((I \ \ \ �) : ° .� . . I-�JCO20802040402 '•\• .6-..- 1 �) ""�-:':'­1:_"' , o\\\`�\\ I I I III I I� �,os \. \ \ �. 4� ;..472 47/' 4\\ ...* -.:•.�\. � \ \ ,:.6\` :-\\\,\\ i I I I I PS \ 3 . INSTALL POND OUTFALL PIPE (RE `.__\ __� GRADING to E DRAINAGE PLAN)) \ \\ �\ I I I I � ) 13. SEDIMENT REMOVED FROM SILT FENCE AND OTHER BMP DEVICES I i � 1111 I I I � ' \, 474,, \ � \\ \ �i / EROSION CONTROL NOTES. III I \ � / DURING THE COURSE OF CONSTRUCTION SHALL BE PLACED ON THE I I I I \� \ ) TOPSOIL STOCKPILE AND RESPREAD AT THE END OF THE PROJECT, 111 � II 111 II 11 I I I \\ \ \ _ � � \� ' \ I. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL ` _ � `,\ \ y Wx ANY MATERIAL NOT NEEDED TO COMPLETE STABILIZATION OF TI -E I TO DO SO HAS BEEN RECEIVED BY THE GOVERNING AUTHORITIES. I I I I I I I I I �11 \\ '\�\\���`\\ (�PROJECT SHALL BE HAULED OFFSITE TO AN APPROVED, LICENSED, Iit IIIIIII \ \ � \ • � \. \ � I_ "' �' / �° 2, THE GENERAL CONTRACTOR SHALL STRICTLY ADI -ERE TO THE SPOIL AREA THAT IS IN FULL COMPLIANCE WITH NPDES REGULATIONS. I I I I I I I� I \,, \0 \ \ \ \ � /� APPROVED NPDES SWPPP DRAWINGS DURING CONSTRUCTION OPERATIONS. I I I I) � S I 0\ \ : .• . � / 14. THE CONTRACTOR SHALL LOCATE THE FOLLOWING ON THE SWPPP I `� II I I II) � I 1: L � \ 0 � \ - - �� • :' \ � \ I •PS ' \ 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PHASE I PLAN MAINTAINED ONSITE CONCRETE WASHOUT LOCATION, TOPSOIL I I I � I )' � \, `\ \ 1-T � • \ I ( AND PERIMETER SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. STOCKPILE LOCATION, SANITARY FACILITIES, SOLID WASTE RECEPTACLES, �� I I I)) �)) � � \ � \ / ' I 50' Ex. snared Driveway Easement AND FUEL STORAGE AREA, AS APPLICABLE. T I I I � �) I \\ \ •` \\\ \ �\ I I I I PQ. 3471' Pc. 411 4. ALL EXPOSED AREAS SHALL BE STABILIZED OR SEEDED IMMEDIATELY I � I) � � _ I 1\ 1 .. PB. P�. � � 3y' PG. 332 15, CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT TRACK N /F I) I I I I I I � \ \ � \ \� \ \ _ � \ � '\ ' \ \ ^.. I\ � WHEN GRADING OR EXCAVATING ACTIVITIES HAVE PERMANENTLY CEASED, OUT TO ADJACENT ROADWAYS DOES NOT OCCUR. CONTRACTOR SHALL � , � L , I ! I I I i I � \ Cj /q,L I B E R ` - � \ I \ \ � . I\ 5. SHOULD GRADING OR EXCAVATION CONSTRUCTION STOP FOR LONGER PROVIDE wH�.. WASH, IF REQUIRED, TO PREVENT TRACK OUT. o��oo-oo-oo-o\iEo B. 2872, 11 11 P ��. 510 ! ! I \___ _ \ \' � \ � \. THAN 7 DAYS, THE SITE SHALL BE SEEDED AS SPECIFIED. z �� r, a: PLO V I I I I �� � � I \_ \ C 0 L L� \�l O N \ � \ \ � .\ � . \ 16. NO AREA SHALL BE LST DENUDED FOR ANY PERIOD LONGER THAN I I I I I I I \� � __� , \ \\\\ \ \ '..\' \\, 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED 30 DAYS. ! ! I I I I I' \ \ PROTO 186 =\ ``.,\ \\ � \ \ \ q AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 III I ) \ I I � ,\ \ 18,635 S.F. �,� �\ � \\ :: - . HOURS OF 0.5 !NCI -ES RAINFALL OR GREATER DURING A 24-HOUR 17, NO UNPROTECTED, DISTURBED AREA SHALL DRAIN TO ROADWAY \\\ \ PAVEMENTS SUCH THAT THE SUBBASE BASE OR WEARING SURFACE ! I I I I III' C � _\ �� � \ N ° .. I PERIOD. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. II \ I I I � t \' , r PE � 475.0 \,,> � \ � � � ._.: WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HODS OF REPORT. 20' utirt�,& Drama e / r� `� � I ' ' 18. ALL UTILITY TRENCHES LOCATED OUTSIDE PAVED AREAS ARE TO BE �' � )� I I , e \ '� � ! � 7, THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. IT SHALL BE -- __� I � EasernPnt \ ,_ � I �= I I � SEEDED AND MULCHED WITHIN 30 DAYS AFTER COMPLETION OF __ i , ' Pe. 3471, �-��, 4� � I �� / I �, THE GENERAL CONTRACTOR'S RESPONSIBILITY TO TAKE ALL NECESSARY o �\_ � �\ • � / / // / � I I PRECAUTIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. BACKFILL, �, \ � /I I / I I I PS: , Poe 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL 19. TEMPORARY CONTROL ITEMS SUCH AS EARTH BERMS, DIVERSION \ __• • . .. _ , , . Iv 3,891,34-0.03 DIKE AND SEDIMENT BASINS ARE TO BE MULCT -ED AND SEEDED WITHIN • �1q 1� .. J � � 5 '.. . • I I �- ORDINANCES THAT APPLY, S S -_ � � • � . •. ). . •� • ....•. @ / � � .•...• ,. �' ., �� 414 / 472 I • � � F 11,485,707.76 ONE WEEK AFTER GRADING. - - - � - •' . / . '1 � - I'/- � � • � I � I 4� - 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE � � � - - - � F S SF SF SF � INSTALLED AS DEEMED NECESSARY BY SITE INSPECTIONS. 20. A COPY OF THE APPROVED DEVELOPMENT PLAN AND EROSION AND - 77 I - � _ - � - � " S � - - _ � a� 7- - SEDIMENT CONTROL PLAN SHALL BE KEPT IN GOOD CONDITION ON THE �h _ - _ _ _ . . __.._.__._._._.._­ _ ­ -____........_,..__... ' -- -- - - - - J -- - _' SITE WITH THE BUILDING PERMIT DURING CONSTRUCTION OPERATIONS, � - - IGH - - _ _ - - _ - - _ _ - :==: 10. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE - -� � �" � - -- - -- � - _ _ __ - _ -_ `- c _ - = INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE _. _ .1.11-1-1.1111111-1 ____� __ _ -.. -11 -_... _� __ � COVERED WITH FILTER FABRIC �' \ � _\ ____� - -�_�_�" = �'_ RE: OFF SITE ROAD I \ \�____.____� AV STRE'ET E ENSION (S.__._. 742)___ \ - Y'�' -�-- II GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER � N 3,\{!1 25.38 /' /' (60 F j Public Rig��Of-Way) (DB. 42.9', PG. 219) /- IMPROVEMENT PLANS / / I MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION, �� E \; �5, ;z2.24 ,� ,\ / _ � BY OTHERS) - - __ _ _ - w \ - _ - - -- ---L�\ - �_-\n- - _ - - _ -_ _ \ -_ _ - - - - a_ � _ - - _ �M °^�-- 12. SEDIMENT SHALL BE REMOVED FROM SEDIMENT FENCE WHEN IT IS o 3° �o - Jas - so6 _ so6 --- sob -- soE, -- s�o6 -- sp6-- -=sem- st �6 sr � - - - SCALE C 30' DRAWN BJH CHECKED TMB DATE 03!2212018 SCALE DRAWING 1992 BLOCK CLIT-,113 IN.Lb�,`T "S" h,,Y) 1.1"W "A f Y-11 1-1) F-7 IF. . . .... 1 N'., t P" � ��' f..�_.� i t� �� t I�� ::� ;'fit ASTM5141 75% (minimum.) . . l UJI- . .......... l i� 20% (max.) Elongation* 2 4 50 lbs./linear inch N11,,THOD OF INLl, ' PROTI,,Cl"JON IS All PIJCABLF; AT CURB WILE vilfrl.,,Rll; AN OVERIFLOW C',APABIL11'Y IS TO FREVENT EXCE.SSIVIE' PCINDIWI IN WRONT OF THE STRTClq,!IRE. GRA'itl SHALL W; VD 43, ii:3�I7 OR #5 COAR'SE' Source: Va. DSWC 111-45 107 Plate 3,07-8 1992 3.20 ROCK CHh"CK DA.,11 2 ACRES OR, LESS OF' DRAINA(J-.� Af,,'EA: Owl -1 1 X Fil"U"P CU-TH I'll I , I'll I r,, " 1, 1 . . ..... .......... kDOWNSI'RE'AM VIPW VDOT #1 COARSE 190 Av,' 2-10 ACRF"S OF DRAINAGf-;; AREA, Uy R CLOTH u (OPTIONAL) (DOWNS7REA1�1 VIEW� COAR,',E AGGREGATI1,1 ........... FLOW . ......... v. CLASS RIPRAT? Source. Va, DSWC Ill- 187 Plate 320-1 1992 120 3. The center of the check dam must DIU,' �10wcr Field experience has shown that many dams are not constructed to promote this ,,weir" effect, Stormwater flows are then forced to the. stone -soil interface, thereby promoting scour at that point and subsequent failure of the, structure to perform its intended function. 4. For added stability, the base of the check dam can be keyed into the soil appiroximately 6 inches, i. They maximum spacing between the darns should be such that the toe of the upstream dam is at the same elevation as the top of the downstream dam (see Plate 3.20-2). 6, Stone should be placed according to the configuration in Plate 3.20-1. Hand or mechanical placement will be necessary to achieve complete coverage of the ditch or swale and to insure that the center of the dam is lower than the edges. 7. Filter cloth may be used under the stone to provide a stable foundation and to facilitate the removal of the stone, See Std. and Spec. 3.19, RIPRAP, for required physicat Properties of the filter cloth, Sediment ov _L�g�mit Sediment Ishould be removed froiut behind the check darns when it has, accumulated to One half of the original height of the (lam, ................. "T 'A C-TATC 8E7T4,,_E, E N ("HE CK.DA ,111S 1, - THE DISTANCE SUCH THAT A AND B ARE OF EQUAL EIEVATION 1992 3.09 The minimum allowable height measured from the upslope side of the dike is 1.8 inches (see Plate 3.09-1). TE'JVP0R_e4RY DIVERSION DIKE Compacted Soil Source: Va. DSWC Plate 3.09-1 Side Slopes 1 s�:l or flatter, along with a minimum base width of 45 feet (see Platte 3.09-1). _Qrade The channel. behind the dike shall have a positive grade to a stabfilized outlet. If the channel slope is less than or equal to 2%, no stabilization is required. Ilf the slope is greater than 2%, the channel shall be stabilized in. accordance with Std. & Spec. 3.17, STORMWATER CONVEYANCE CHANNEL. Outlet L The diverted runoff, if free of sediment, must be released throuigh a stabilized outlet or channel. 111-54 1.992 3.09 2. Sediment -laden runoff must be diverted and released through) a sediment -trapping facility such as a TEMPORARY SEDIMENT TRAP (Std. & Spec, 113) or TEMPORARY SEDIMENT' BASIN (Std. & Spec. 3.14). _Cqnsir �tin �ecificqft�ort; L Temporary diversion dikes must be installed as a first step iin the land -disturbing activity and must be functional prior to upslope land disturbaince. 1 The dike should be adequately compacted to prevent failure. 3. Temporary or permanent seeding and mulch shall be applied tot the dike immediately following its construction. 4. The dike should be located to minimize damages by construiction. operations and traffic. Mgialgatllnec; The measure shall be inspected after every storm and repairs made to the dike, flow channel, outlet or sediment trapping facility, as necessary. Once every two weeks, whether a storm event has occurred or not, the measure shall be inspected and repairs made if needed. Damages caused by construction traffic or other activity must be repaired before the end of each working day. 1992 3.05 TABLE 1.05-B PHYSICAL PROPERTIES OF FILTER FABRIC IN SILT FENCE Phvsical Fr rt Test �q Filtering Efficiency ASTM5141 75% (minimum.) Tensile Strength at VTM-52 Extra Strength - 20% (max.) Elongation* 50 lbs./linear inch (minimum) Standard Strength - 30 lbs./linear inch 30lbs./liticarinch (minimum) Flow Rate ASTM 5141 02 gal./%ft,/ minute (minimum) Ultraviolet Radiation ASTM -C3-26 90%, (minimum) Stability % Requirements reduced by 50% after six months Of installation. Source: VITFRC 4. lfsteelosts (standard "U" or °T" section} are utilized for silt fence construction, they must have a minimum weight of 1.33 pounds per linear foot and shall have a minimum length of 5 feet. 5. Wire fence reinforcement for silt fences using standard -strength filter cloth shall be a minimum of 14 gauge and shall have a maximum mesh spacing of 6 inches, Installation 1. The height of a silt fence shall be a minimum of 16 inches above the original ground surface and shall not exceed 34 inches above ground elevation. 111-22 1992 105 2. Tice filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid the use of joints. When joints are unavoidable, filter cloth shall be spliced together only at a support post, with a minimum 6 -inch overlap, and securely sealed. 1 A trench shall be excavated approximately 4 -inches wide and 4-itiches deep on the upslope side of the proposed location of the measure. 4. When wire su r i used, standard -strength filter cloth may be used. Posts for this type of installation shalt be placed a maximum I0 -feet �r. (see Plate 3.05-1). The wire mesh fence must be fastened securely to the �lo) side of )Ile posts using heavy duty wire staples at least one inch long, tic wires or hog rings. The wire shall extend into the trench a minimum of two inches and shall not extend more than 34 inches above the original ground surface. The standard -strength fabric shall be stapled or wired to the wire fence, and 8 inches of the fabric shall be extended into the trench. The fabric shall not be stapled to existing trees. 5. When wire _sutzport is not used, extra -strength filter cloth shall be used. Posts for this type of fabric shall be placed a maximum t)f 6 -fee a ar (see Plate 3.05-2). The filter fabric shall be fastened securely to the upslope side of the posts using one inch long (minimum) heavy-duty wire staples or tic wires and eight inches of the fabric shall be extended into the 'trench. The fabric shall not be stapled to existing trees. This method of installation has been found to be more commonplace than #4. 6. If a silt fence is to be constructed across a ditch line or swale, the measure must be, of sufficient length to eliminate endflow, and the plan configuration shall resemble an are or horseshoe with the ends oriented upslope (see Plate 3,05-2). E tra.- it i A gj �st _Lgth filter fabric shalt be used for this application with a maxinnjD 3-fpQt spnein , of osts. All other installation requirements noted in #5 apply, 7. The 4 -inch by 4 -inch trench shall be backfilled and the soil compacted over the filter fabric. 8. Silt fences shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. 1992 105 ,Maintenance 1. Silt fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 1 Close attention shall be paid to the repair of damaged silt fence resulting from end runs and undercutting. 3. Should the fabric on a silt fence decompose or become ineffective prior to the end of the expected usable life, and the barrier still be necessary, the fabric shall be replaced promptly. 4, Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. 5. Any sediment deposits remaining in place after the silt fence is no longer required shalt be dressed to conform with the existing grade, prepared and seeded. 111-26 1 X, V EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE OF THE SLOPE (5 ALLOWED TO REMAIN UJOSE SO THAT THE ROCKS, CLQOS, ETC, REACI-i THE TIATIMAL ANGLE Of REPOSE FILL SLOPE TRE A TAIEN'T Source: Va, DSWC Plate 3.29-3 .... . ..................... - - ------ _-, . .. . . .. ... . ........................ . ...... ......... . ............ .. ------ Source: _Kijcht �,an Soil �Erosion and Sedimentation Chit Plate 3,29-4 Source, Va. DSWC Plate 3,20-2 111-55 III - 23 1992 120 1992 3.15 I 1992 3.05 Remnvai- of Practice Unless they will be incorporated into a permanent stormw.ater management control, check darns must be removed when their useful life. has been completed. In temporary ditches and swales, check dams should be removed and the ditch filled in when they are no longer needed. In permanent structures, check dams should be removed when a permanent lining can be installed. in the case of grass -lined ditches, check dams Should be removed when the grass has matured sufficiently to protect the ditch or swale. The area beneath the check dams shoulld be seeded and mulched immediately after they are removed. The use of filter cloth underneath the stone will make the removal of the stone easier. Maintenance Check dams should be checked for sediment accumulation after each runoff -producing storm event. Sediment should be removed when it reaches One half of the original height of the measure. e Regular inspections should be made to insure that the center of the dam is low r than If edges, Erosion caused by high flows around the edges of the dam should he corrected immediately, Ill- 189 T 'Jt _h, 1F'0R�d1J?Y SLOPP.' DR,"LIN CORRUGATER Hr�TAL FlIXT-ENSION COIJAR WATERPROOF PROVIDE OUTLET PROTF,CTIO'N' KARTHEN WrX PROVIOE LITLET ((OMPACTED) - , FROTIXCVON i ............... ...b_ FTANDARD. FIJARED F,ND SECTION VIEW NOTE: sF,'DIMF.NT MAY RE, CONTROUF0 AT OUTLET H;' UPIAND PONDI'If; WIU, CREATE PROBLEMS EARTHEN INEE-­ (Cm )PACTFI)) ... . . ...... 11 I y , 1]-H , D :fi SECTION A A (,,"OIN,"-kS'7"RUCY"10,i'\'" OF A S"ILT FEATCE QVITH -f-H T �.E SUPPORT) 3. ',ET PO'STS AN'a ;,',XQ4VA)L A 4"X4:' 2, �3IAP­E. 'WirE IENCING PUSTS'. IR"NCH UPSWPE: ALONG FHE A-TAC.1 THE r TVR F'AERC TH, WiRE FEN,—, AND EXTEND IT iN€O IK, IRr'.X,­I, WE 4, DACIK-:LL ANCIMP D "A"': Source: Adapted front 1nstal1atiQ1Ls2f Straw -andFabric Filter Source: Va. DSWC Plate 3.15-1 Barriers _for Sedirn Sediment Control, Sherwood and Wyant Ill -120 1 111-24 Plate 3,05-1. Ill - 278 ESC DETAILS f- REVISIONS BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING 1992 Definition 3-01. STD & SPEC 3.01 I PHYSICAL PROPERTIES OF PLASTIC SAFETY FENCE C SAFETY FENCE FAMM _ ------ SAF Definition A protective barrier installed to prevent access to an erosion control measure. Purpose To prohibit the undesirable use of in erosion control measure by the public. CTnditit3ns Where Practice A lies Applicable to any control measure Or series of measures which can be considered unsafe by virtue of potential for access by the public. 1492 3.01 Source: Conwed Plastics b. Metal or "chain-link" fence should he used when a potentially dangerous contra( measure will remain in place permanently, such as a stormwater detention or retention basin (see Plate 3,01-1). Flowever, they may also be used for measures which will only serve a temporary function, at the discretion of those responsible for project safety, The metal fence must meet the following physical requirements: a. Fabric shall be zinc -coated steel, 2 -inch mesh, 9 -gauge, minimum. b. Zinc coating shall have a minimum weight of 1.8 ounces per square foot. C, Posts shall be steel pipe, zinc -coated. d. 'Top Hails shall be steel pipe, zinc -coated. e. Braces shall be made of zinc -coated steel, f. Carates shall be single Or double swing, zinc -coated steel. They shall be a minimum of 12 -feet wide. 111 - 3 1492 3.01 anstructidln_pecifiea i n 1. Safety fences must be installed PdQr tc the E&S measure becoming accessible. 2. The polyethylene web of the plastic safety fenny shall be secured to a conventional metal "T' or "U" post driven into the ground to a minimum depth of 18 inches; posts should be spaced at 6 -foot centers. See "perspective" view in Plate 3.01-1. 3. The metal safety fence shall be installed as per the following procedure: a, Line posts shall be placed at intervals of 10 feet measured from center to center of adjacent posts. In determining the post spacing, measurement will be made parallel with the ground surface. See "perspective" Viet, in Plate 3,01-1. b. Posts will be set in concrete and backfilled or anchored by other acceptable means. C. Pasts set in the tops of concrete walls shall be grouted into preformed holes to a minimum depth of 12 inches. d. All corner posts, end posts, gate posts, and pull posts shall be embedded, braced, and trussed as shown in the "Standard Fence - Chain Link" detail found in the latest version of the Virginia Department of Transportation (VDOT) Read _asl it F3ridge Standards. e. Fencing fabric shall not be stretched until at least 4 days after the posts are grouted into walls or 14 days after the posts are set into concrete. f. The fabric shall be stretched taut and securely fastened, by means of tie clips, to the posts at intervals not exceeding 15 inches and to the top rails or tension wires at intervals not exceeding 2 feet. Care shall be taken to equalize the tension on each side of each post. 4. Applicable warning signs noting hazardous conditions must be installed immediately upon installation of safety fence. Maintenance 1. Safety fence shall be checked regularly for weather-related or other damage. Any necessary repairs must be made imunediately. 2. Care should be taken to secure all access points (gates) at the end of each working day. All locking devices must be repaired or replaced as necessary. 1992 3.14 SEDIMENT BASIN SCZE MA 77C LEV.ATIONS CRF5T OF EMERGENCY r SPILLWAY DESIGN HIGH WATER JJJ (25 -YR, STORM t:tEv) MIN. 5.0' TABLE 3.41-A .. I PHYSICAL PROPERTIES OF PLASTIC SAFETY FENCE P114SIcal Property `resist RQq ITnnlitx Recommended color N/A "International" ° WETSTORAGE� 60% > 100 lbs. orange Tensile yield ASTM D638 Average 2000 lbs. 500-1,500 4"0 PE TUBING per 4 ft. width Ultimate tensile ASTM D638 Average 2900 tbs, strength f" WET ° STUR.ACE REDUCED per 4 ft. width Elongation at brcak(C`,c) ASTM D638 Greater than 1000% Chemical resistance N/A Inert to most DiMdETER VARIES (SEE CALCULA11ONS IN August 16th through October ............. . . . . chemicals and acids Source: Conwed Plastics b. Metal or "chain-link" fence should he used when a potentially dangerous contra( measure will remain in place permanently, such as a stormwater detention or retention basin (see Plate 3,01-1). Flowever, they may also be used for measures which will only serve a temporary function, at the discretion of those responsible for project safety, The metal fence must meet the following physical requirements: a. Fabric shall be zinc -coated steel, 2 -inch mesh, 9 -gauge, minimum. b. Zinc coating shall have a minimum weight of 1.8 ounces per square foot. C, Posts shall be steel pipe, zinc -coated. d. 'Top Hails shall be steel pipe, zinc -coated. e. Braces shall be made of zinc -coated steel, f. Carates shall be single Or double swing, zinc -coated steel. They shall be a minimum of 12 -feet wide. 111 - 3 1492 3.01 anstructidln_pecifiea i n 1. Safety fences must be installed PdQr tc the E&S measure becoming accessible. 2. The polyethylene web of the plastic safety fenny shall be secured to a conventional metal "T' or "U" post driven into the ground to a minimum depth of 18 inches; posts should be spaced at 6 -foot centers. See "perspective" view in Plate 3.01-1. 3. The metal safety fence shall be installed as per the following procedure: a, Line posts shall be placed at intervals of 10 feet measured from center to center of adjacent posts. In determining the post spacing, measurement will be made parallel with the ground surface. See "perspective" Viet, in Plate 3,01-1. b. Posts will be set in concrete and backfilled or anchored by other acceptable means. C. Pasts set in the tops of concrete walls shall be grouted into preformed holes to a minimum depth of 12 inches. d. All corner posts, end posts, gate posts, and pull posts shall be embedded, braced, and trussed as shown in the "Standard Fence - Chain Link" detail found in the latest version of the Virginia Department of Transportation (VDOT) Read _asl it F3ridge Standards. e. Fencing fabric shall not be stretched until at least 4 days after the posts are grouted into walls or 14 days after the posts are set into concrete. f. The fabric shall be stretched taut and securely fastened, by means of tie clips, to the posts at intervals not exceeding 15 inches and to the top rails or tension wires at intervals not exceeding 2 feet. Care shall be taken to equalize the tension on each side of each post. 4. Applicable warning signs noting hazardous conditions must be installed immediately upon installation of safety fence. Maintenance 1. Safety fence shall be checked regularly for weather-related or other damage. Any necessary repairs must be made imunediately. 2. Care should be taken to secure all access points (gates) at the end of each working day. All locking devices must be repaired or replaced as necessary. 1992 3.14 SEDIMENT BASIN SCZE MA 77C LEV.ATIONS CRF5T OF EMERGENCY r SPILLWAY DESIGN HIGH WATER JJJ (25 -YR, STORM t:tEv) MIN. 5.0' DESIGN NIGH WATER (25._72. STORM ELEV.) MIN. 2.0 MINI 3.0' MIN, 1,0' ._ �L _5 67 C.Y./ At ORY ' STORAr, -- RISER CREST I 67 ^.Y.j AC, I WET " STORAGE DEWATERING f isz{lETis mar. OE+:iCE i SEO1MCNT CLFANOUT POINT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25 -YR. EVENT) Source: Va. DSWC 1992 Plate 3.14-2 111- 83 R-, COMMENDED -DEW A T FR.INt ' s� rSY 'Fll:i .FOR dS`EDIMETT BASINS PROIADE ADEQUATE STRAPPIt1G POLYETHYLENE, CAP __.._____...__ .. RISER CREST 07 C.Y./ AC. ...... *,... " ORY ' STORAt3E VAR+ES AS REQUIRED UEWATE.RING OEV10E 07 C.Y./ AC.-: POR' PRY STORAGE Class 1 ° WETSTORAGE� 60% > 100 lbs. Class 11 3 ;Y! i% ie �➢ . .31235 (IZ") i i}j£ 500-1,500 4"0 PE TUBING "Type 1 1,500-4,000 _ --_-- ° FERNt;O-STYLE ' CtTURtIh1C I SEDIMENT CLEANOur POINT 6,000-20,0f.H) f" WET ° STUR.ACE REDUCED * In all classes/types of riprap, a maximum TO 34 C,1(./ ACRE) the mixture may DESIGN! ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN NIGH WATER (25._72. STORM ELEV.) MIN. 2.0 MINI 3.0' MIN, 1,0' ._ �L _5 67 C.Y./ At ORY ' STORAr, -- RISER CREST I 67 ^.Y.j AC, I WET " STORAGE DEWATERING f isz{lETis mar. OE+:iCE i SEO1MCNT CLFANOUT POINT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25 -YR. EVENT) Source: Va. DSWC 1992 Plate 3.14-2 111- 83 R-, COMMENDED -DEW A T FR.INt ' s� rSY 'Fll:i .FOR dS`EDIMETT BASINS PROIADE ADEQUATE STRAPPIt1G POLYETHYLENE, CAP Source: Va. DSWC;` 111 - 11.1 Plate 3.14-15 i992 3.31 STD & SPEC 3.31 TEMPORARY SEEDING TS Defiuition `I'lle establishment of a temporary vegetative cover on disturbed areas by s eding with appropriate rapidly growing annual plants. Purposes L To reduce erosion and sedimentation by stabilizing disturbed areas that will not be brought to final grade for a period of more than5•'f(1'days. Alk/_ t7t--' 2. To reduce damage from sediment and runoff to downstream or off-site areas, and to provide protection to bare soils exposed during construction until perrnaTnent vegetation or other erosion control measures can be established. 111-284 1992 3.18 PAVED C'KANML OUTLET 5'X5' CLASS Al RIPRAP -\ (RE: VDOT 113.01 STORM DETAILS SHEET) 3' I 13 FT 8;1 PAVED CHANNEL TRANSITION RIPRAP APRON RE( F -WING FL RECOMMENDED FOR ENTIRE PERIMETER NOTES i. RIPRAP APRON REDUCES THE FLOW VELOCITY BELOW 'THF: PERMISSIBLE VELOCITY OF THF: NATURAL RECEIVING CHANNEL, 2. TRANSITION SIDE DIVERGENCE IS I IN 3F, WHERE v F FROUDE NUMBER = g WHERE V = VELOCITY AT THE, HE;GINING OF THE TRANSITION It = DEPTH OF FLOW AT THE 13EGINING OF THE TRANSITION g = 32.2 R.1seC2 Source: Va. DSWC 1992 Ill- 159 PIPE OUTLET CO TI)ITIONS A 3 Plate J.tn-., 3.18 PIPE pIJTT.E;It' TO 1'I,A't' AREA WITH NO DEFINED PLAN VIEW CHANNEL _1 L -fti� u I I lC `;II SECTION A -A FILTER CLOTH KE? Is W , R•. a+xt.ni.:u FOR, ENTIRE rx,.IdExex ................................................ __� ._ .................1 . ...� d _ 0 .t ,< PIPE OUTt.If;I• 'to WELI, DEFIND CFIAN?:F.E, PLAN 4'li;,v# L l _ECTION A -A FILM CLOTH KEY Y.ECOMMEV37F.R FOR ENT',i{E t'ERIMGPEI: i NOTES: 1. APRON LININC- MAY BE RIPRAP, G70UTED RIPPAP, GAI{ION 91ASKET, OR CONCRETE. 2. :.1 I5 THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PI.AT'ES 3.18...3 AND 3.18-4. 3. d = 3.5 TIMES THE MAXIMUM STONE DI:AM:TE:R, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.1.8-1. Ill- 157 1992 3.31 1. Ii'ming: An evaluation should be conducted to determine if lime is necessary for temporary seeding. In most soils, it takes up to 6 months for a pH adjustment to occur following the application of lime, Therefore, it may be difficult to justify the cost of liming a temporary site, especially when the soil will later be moved and regraded. The following table may be used to determine the actual need along with suggested application rates. TABLE 3.31•A LIMING REQUIREMENTS FOR TEMPORARY SITES Recommended Application pH Test of A,!"t•icultural Limestone below 4.2 3 tons per acre 4.2 to 5.2 2 tons per acre 5.2 to 6 1 ton per acre Source: Va. DSWC 2. Fertilizer: Shall be applied as 600 lbs./acre of 10-20-10 (14 lbs./1,000 sq. ft.) or equivalent nutrients. Lime and fertilizer shall be incorporated into the top 2 to 4 inches of the soil if possible. 3. Surface R2ughenille: If the area has been recently loosened or disturbed, no further roughening is required. When the area is compacted, crusted, or hardened, the soil surface shall be loosened by discing, raking, harrowing, or other acceptable means (see SURFACE ROUGHENING, Std. & Spec. 3.29). 4. Tracking: Tracking with bulldozer cleats is most effective on sandy soils. This practice often causes undue compaction of the soil surface, especially in clayey soils, and does not aid plant growth as effectively as other methods of surface roughening. Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall. be planted no more than 1-, inches deep. Small seeds, such as Kentucky Bluegrass, should be planted no more than 1/4 inch deep. Other Grasses and Legumes should be planted from 1/4 inch to 1/2 inch deep. 111-286 1992 3.19 1.992 3.32 TABLE 3,19-C GRADED RIPRAP - WEIGHT ANALYSIS Riprap _ DEPTH H: 'NE!_t> _ - PERFORATED E'01_a-IHYI.ENEa VAR+ES AS REQUIRED \\ Z_ DRAINAGE TUBING, DINAETER POR' PRY STORAGE Class 1 (SEE i?J 60% > 100 lbs. Class 11 'eNM 314-A}ULATIC.?N5 -,. A}'=PIES (IZ") Class III 500-1,500 4"0 PE TUBING "Type 1 1,500-4,000 _ --_-- ° FERNt;O-STYLE ' CtTURtIh1C I WETSTORAGE 6,000-20,0f.H) Av. wt. - 8,000 lbs. * In all classes/types of riprap, a maximum 10% of the stone in the mixture may ------ DEWATERING ORIFICE, 75 SCHEDULE 400 STEEL `"TU8 t-rO;aT fin N: MI3.A, J DiMdETER VARIES (SEE CALCULA11ONS IN August 16th through October ............. . . . . .--� F: N7 ER APP ENDIX 3.14-A) Nlovernber throuw«;h February 151In .. . . ............... 2"0 ORIFICE (PVC STUB) * Substitute Sericea lespedeza for Crownvetch east of Earmville, Va. (May through-Scptcmber use hulled Sericea. ,Ill other periods, use unhulled Sericea). If Flatpea is used in lieu of C,rowrivetch, increase rate to 30 lbs./acre. N017Fr WITH CONCRETE RISER, USE PVC SCHEDULE dD STUB FOR DFWATERING ORIFICE s mixes. *DRAINAGE TUBING SHALL COMPLY W6TH ASTM F667 AND AASHTO M294 - Source: Va. DSWC;` 111 - 11.1 Plate 3.14-15 i992 3.31 STD & SPEC 3.31 TEMPORARY SEEDING TS Defiuition `I'lle establishment of a temporary vegetative cover on disturbed areas by s eding with appropriate rapidly growing annual plants. Purposes L To reduce erosion and sedimentation by stabilizing disturbed areas that will not be brought to final grade for a period of more than5•'f(1'days. Alk/_ t7t--' 2. To reduce damage from sediment and runoff to downstream or off-site areas, and to provide protection to bare soils exposed during construction until perrnaTnent vegetation or other erosion control measures can be established. 111-284 1992 3.18 PAVED C'KANML OUTLET 5'X5' CLASS Al RIPRAP -\ (RE: VDOT 113.01 STORM DETAILS SHEET) 3' I 13 FT 8;1 PAVED CHANNEL TRANSITION RIPRAP APRON RE( F -WING FL RECOMMENDED FOR ENTIRE PERIMETER NOTES i. RIPRAP APRON REDUCES THE FLOW VELOCITY BELOW 'THF: PERMISSIBLE VELOCITY OF THF: NATURAL RECEIVING CHANNEL, 2. TRANSITION SIDE DIVERGENCE IS I IN 3F, WHERE v F FROUDE NUMBER = g WHERE V = VELOCITY AT THE, HE;GINING OF THE TRANSITION It = DEPTH OF FLOW AT THE 13EGINING OF THE TRANSITION g = 32.2 R.1seC2 Source: Va. DSWC 1992 Ill- 159 PIPE OUTLET CO TI)ITIONS A 3 Plate J.tn-., 3.18 PIPE pIJTT.E;It' TO 1'I,A't' AREA WITH NO DEFINED PLAN VIEW CHANNEL _1 L -fti� u I I lC `;II SECTION A -A FILTER CLOTH KE? Is W , R•. a+xt.ni.:u FOR, ENTIRE rx,.IdExex ................................................ __� ._ .................1 . ...� d _ 0 .t ,< PIPE OUTt.If;I• 'to WELI, DEFIND CFIAN?:F.E, PLAN 4'li;,v# L l _ECTION A -A FILM CLOTH KEY Y.ECOMMEV37F.R FOR ENT',i{E t'ERIMGPEI: i NOTES: 1. APRON LININC- MAY BE RIPRAP, G70UTED RIPPAP, GAI{ION 91ASKET, OR CONCRETE. 2. :.1 I5 THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PI.AT'ES 3.18...3 AND 3.18-4. 3. d = 3.5 TIMES THE MAXIMUM STONE DI:AM:TE:R, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.1.8-1. Ill- 157 1992 3.31 1. Ii'ming: An evaluation should be conducted to determine if lime is necessary for temporary seeding. In most soils, it takes up to 6 months for a pH adjustment to occur following the application of lime, Therefore, it may be difficult to justify the cost of liming a temporary site, especially when the soil will later be moved and regraded. The following table may be used to determine the actual need along with suggested application rates. TABLE 3.31•A LIMING REQUIREMENTS FOR TEMPORARY SITES Recommended Application pH Test of A,!"t•icultural Limestone below 4.2 3 tons per acre 4.2 to 5.2 2 tons per acre 5.2 to 6 1 ton per acre Source: Va. DSWC 2. Fertilizer: Shall be applied as 600 lbs./acre of 10-20-10 (14 lbs./1,000 sq. ft.) or equivalent nutrients. Lime and fertilizer shall be incorporated into the top 2 to 4 inches of the soil if possible. 3. Surface R2ughenille: If the area has been recently loosened or disturbed, no further roughening is required. When the area is compacted, crusted, or hardened, the soil surface shall be loosened by discing, raking, harrowing, or other acceptable means (see SURFACE ROUGHENING, Std. & Spec. 3.29). 4. Tracking: Tracking with bulldozer cleats is most effective on sandy soils. This practice often causes undue compaction of the soil surface, especially in clayey soils, and does not aid plant growth as effectively as other methods of surface roughening. Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall. be planted no more than 1-, inches deep. Small seeds, such as Kentucky Bluegrass, should be planted no more than 1/4 inch deep. Other Grasses and Legumes should be planted from 1/4 inch to 1/2 inch deep. 111-286 1992 3.19 1.992 3.32 TABLE 3,19-C GRADED RIPRAP - WEIGHT ANALYSIS Riprap Weight Requirements for 'lass VTe Ran e* fibs. Stone Mixture Class Al 25-75 Max. 10% > 75 Ibs, Class 1 50-150 60% > 100 lbs. Class 11 .150-500 5001c > 300 lbs. Class III 500-1,500 50% > 900 lbs. "Type 1 1,500-4,000 Av. wt. = 2,000 Ibs, Type 11 6,000-20,0f.H) Av. wt. - 8,000 lbs. * In all classes/types of riprap, a maximum 10% of the stone in the mixture may weigh less than the lower end of the range. Source: Adapted from VDOT Road and Brid g . ecifications Filter Fabric i tnderlining A lining of engineering filter fabric (geotextile) shall be placed between the riprap and the underlying soil surface to prevent soil movement into or through the riprap. 'Table 3.19-D nates the minimum physical properties of the filter fabric. Filter fabric shall not be used on slopes greater than I I as slippage may occur and should be used in conjunction with a layer of course aggregate (granular filter blanket is described below) when the riprap to be placed is Class 11 or larger. Granitlar Although the filter cloth underlining or bedding is the preferred method of installation, a granular (stone) bedding is a viable option when the following relationship exists: 1992 deI filter 5 e des fitter 40 d, base dO base 3.19 and, d Ater < 40 d, base In these relationships, filter refers to the averlyitTg material and base refers to the underlytnl, material. The relationships must hold between the filter material and the base material and between the riprap and the filter material. In some cases, more than one layer of filter material may be needed. Each layer of filter material should be approximately .-inches thigk. TABLE 3.194) RFQUIR.EMENTS FOR FILTER FABRIC USED WITH RIPRAP ]rh sie<tl I'ro ext Test Nlethd}d I2ec ttir meats Equivalent Corps of Engineers Equal or greater than Opening Size CWC) 2215-77 1_T.S. No. 50 sieve Tensile Strength* V'I:M-52 30 lbs./linear in. 1204' (maximum) (minimum) Puncture Strength ASTM D751* 80 Ibs. (minimum) * Tension testing machine with ring clamp, steel ball replaced with 5/16 diameter solid steel cylinder with hemispherical tip centered within the ring clamp. Scants shall be equal in strength to basic material. Additional fabric material or nCni-corrosive steel wire may be incorporated into the fabric to increase overall strength. Source: VDOTRoad and Bridgt 'pcatians Ill- 1.71 1992 3.31 Mulching 1. seedings made in fail far winter cover and during hot and dusummer months shall be mulched according to MULCHING, Std. & Spec. 3.35, except that hydromulebes (fiber mulch) will not be considered adequate. Straw mulch should be used during these periods. 2. Temporary seedings made under favorable soil and site conditions during optimum spring and fall seeding dates may not require mulch. Re-seedizz Areas which fail to establish vegetative cover adequate to prevent rill erosion will be re- seeded as soon as such areas are identified. TABLE 3,31-B 200-25i1tbs. ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" General Slae1a.3:1or less Rate Planting Dates SpeciesIbs. acre Sept. 1 - Feb. 15 50/50 Mix of Seasonal Nurse Crop * Annual Ryegrass 75-100 (l olium multi -#forum) & Kentucky 31 Fescue Cereal (Winter) Rye Red Tap Grass (Secale ceLale) Seasonal burse Crop 20 lobts. 75-100 Feb. 16. - Apr. 30 Annual Ryegrass 68 +99 (Latium multi-florurn) . Use seasonal nurse crap it] accordance with seeding dates aS stated below: 75 May 1 - Aug 31 German Millet --�9-- Source: Va. DSWC (Setaria italica) 111- 287 TABLE 3.32-D SITE, SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA. Total 11 Per Acre Altmi-tial Care l4yv_1t 180-200 Ibs Cotnmercial or Residential 14,4 lbs :Kentucky it or "Turf-`I`ype'Tall Fescue 95-100% Improved Perennial Ryegrass 0-5% Kentucky Bluegrass 0-5% Itigl2-h'I<ain€cion Lawn 200-25i1tbs. Kentucky 31 or 'Turf -Type Tall Fescue 100%, General Slae1a.3:1or less Kentucky 31 Fescue 128 ll>s. .Red Top Crass 2 Ibs. Seasonal Nurse Crop * 20 lbs. 511 150 lbs. Low -Maintenance Sl#1 )e Steeper I ll{iI__l 511 Kentucky 31 Fescue 108 tbs, Red Tap Grass 2 tbs, Seasonal burse Crop 20 lobts. - Crt3wnl'etch ea t)„is to 150 Ibs. . Use seasonal nurse crap it] accordance with seeding dates aS stated below: Eebrua!} .16th through April . .......... . .... . ::... Annual Rye May est through August :15th ..................... Foxtail Millet August 16th through October ............. . . . . . .... Annual Rye Nlovernber throuw«;h February 151In .. . . ............... Winter Rye * Substitute Sericea lespedeza for Crownvetch east of Earmville, Va. (May through-Scptcmber use hulled Sericea. ,Ill other periods, use unhulled Sericea). If Flatpea is used in lieu of C,rowrivetch, increase rate to 30 lbs./acre. All legume seed must be properly irtoctllatecl.. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. - ]]1- 303 STRAW MULCH SHALL BE APPLIED AT 80LBS / 100 S.F, TABLE 3.31-C TEMPORARY SEEDING PLAINT MATERIALS, SEEDING RATES, AND DATES 00 SEEDING RATE NORTH" PLANT 511 8115 2115 511 vii SPECIES3!I CHARACTERISTICS I Acre 1000 ftZ to to to to to to I 4730 8115 lilt 4/30 911. lIJI5 OATS 3 bit. (up to LOO lbs., 2 tbs. X - X - - Use spring varieties (e.g., Noble). (Avena sativa) not less than 50 lbs.) RYE, 2 hu. (up to Ito Tbs., 2.5 lbs. X - X X - X Use for late fall seedings, winter Seeale cereal e not less than 50 tbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 Tbs. approx. 1 lb. X X - Warm -season annual. Dies at first (Setaria i lies frost. May be added to summer mixes. ANNUAL RY&GRASS` 60 lbs. 1,/, tbs. X - X X X May be added in mixes. Will tium multi-norum aurw out of most stands. WEEPING 15 tbs. 5'h ozs. - X X Warm -season perennial. May LOVEGRASS bmrch. Tolerates hot, dry slopes Era rostis gur uta and acid, infertile soils. May W added to mixes. KOREAN 25 lbs. approx. t'h X X X X VYatm season atmml legume. LESPEDEZA` lbs. Tolerates acid sails. May be L.es deur stn vlaoea added to mixes. I a Northern Piedmont and Mountain region. Sea Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. e May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. May pent be planted between these dates. w ESC DETAILS REVISIONS BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING SURFACE SUMMARY (IN ACRES.) TOTAL PROJECT AREA 4.38 IMPERVIOUS AREA AT COMPLETION 122 ION-81TE ONLY) HANDICAPPED SYMBOL PERVIOUS/ SEEDED AREA AT COMPLETION 318 (ON -UM ONLY) (12'x25' ea.) AO 24" WHITE STOP BAR � "STOP" SIGN (SEE DETAILS) © ACCESSIBLE PARKING (SEE DETAIL) © 6" TALL WHEEL STOPS (SEE DETAIL) OD DUMPSTER PAD (HEAVY DUTY CONCRETE PAVEMENT - SEE PAVEMENT DETAIL) OE TAPER NEW CURB E GUTTER FROM 6" TO 0" (REGRADING PLAN FOR LENGTH E ELEV.) NEW SIDEWALK SIDEWALK (SEE THIS PLAN FOR WIDTH) © 6" DIAMETER BOLLARD (SEE DETAIL) O SIDEWALK SHALL BE FLUSH WITH ASPHALT AT ACCESSIBLE SPACES E AISLES OI PROPOSED 5' CROSSWALK (SEE DETAIL) �J HANDICAP PARKING SIGN (SEE DETAILS) OK SITE LIGHTING (RE: PHOTOMETRIC PLAN) 6' WOODEN PRIVACY SCREEN FENCE (SEE © DETAIL), FACE OF FENCE TOWARDS ADJOINING PROPERTIES E R/W �M SITE SIGNAGE O DOUBLE 6' WIDE SWING GATES FOR POND ACCESS (SEE DETAIL) ® TYPE W 18" CEG (SEE DETAIL) © STOP SIGN (SEE DETAIL) @Q 6" WIDE FIRE LANE STRIPING (SEE DETAIL) ® 3' LANDSCAPE BUFFER (SEE DETAIL) �S 30" CG PER VDOT STDS (SEE DETAIL) OT RAMP TYPE T - SEE DETAIL @U RAMP TYPE 7 - SEE DETAIL VO 2' WIDE CONCRETE FLUME (SEE DETAIL) WO TYPE "G" 18" CG (SEE DETAIL) O STRIPE WITH 4" WHITE PERIMETER STRIPING E 4" INTERIOR STRIPING AT 45" i 24" O.C. O 4' CONCRETE SWALE - RE:GRADING PLAN - SEE DETAIL O TELESCOPING GATES - RE ARCH (NOTE FENCE POSTS WITHIN GATE AREA SHALL BE STEEL PER ARCH DETAIL) ® EXPANSION JOINT - SEE DETAIL BB SAWED JOINT - SEE DETAIL CC PROVIDE HANDRAIL AT TOP OF WALL (RE: SITE DETAILS � RETAINING WALL PLANS) D�D PROVIDE SMOOTH TRANSITION FROM 18" CG TO 30" CSG � J ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES= I, PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING I O i C CONNECTION TO ANY EXISTING ROAD, A PERMIT 0 G L (TY ,-5) 11 SHALL BE OBTAINED FROM THE VIRGINIA b' WOODEN SCREEN FENCE---- DEPARTMENT OF TRANSPORTATION (VDOT) THIS AT TOP OF t 3' WALL E E SITE DATA OFFICE SPACE 2,175 S.F. SHOP FLOOR 16,460 S.F. TOTAL BUILDING 18.635 S.F. PARCEL ACREAGE 4,38 PARCEL ID: 07700-00-00-OIIFO PROPERTY OWNER: DESTINY OF LYNCHBURG, LLC PO BOX: 359 KEENE, VA 22946 DEED BOOK: 4137, PG 325 FLOOD ZONE "X", "AE" AS SHOWN SETBACKS 10' FRONT MIN, 30' FRONT MAX 50' REAR (ADJACENT TO RA) 35' REAR (IN RA) 0' SIDES (IN HC, ADJACENT TO HC) 25' SIDES (IN RA) PROPOSED BUILDING HT 23' MAXIMUM BUILDING HT (HC) 65' ZONING HC, RA AS SHOWN USE BODY SHOP STREET TREES PROVIDED 5 STREET TREES REQUIRED* 5 *ALBEMARLE COUNTY CODE SECTION 32,7,9.5 REQUIRES ONE (1) STREET TREE PER 50' OF STREET FRONTAGE AND (1) PER REMAINDER OF FRONTAGE GREATER THAN 25', 253.85' OF STREET FRONTAGE / 50' _ (5) FIVE REQUIRED STREET TREES. LIGHT POLE LOCATIONS SHALL BE PER THIS PLAN, RE: PHOTOMETRIC PLAN FOR TYP. (4) G If 6' WOODEN SCREEN FENCE—J,, , AT TOP OF t 2,25' WALL (RE GRADING PLAN) ` PARKING SUMMARY: PROVIDED PUBLIC PARKING 33 PROVIDED EMPLOYEE PARKING 23 PAMN6 S11�NG LE69�D ALL STRIPING ON-SITE SHALL BE SWSL/4" - \ f SINGLE WHITE SOLID LINE / 4" WIDE, UNLESS \X \�/ NOTED OTHERWISE / / PROVIDED VEHICLE STORAGE SPACES 25 i\'''\ \` TOTAL PARKING PROVIDED** 56 \ �< w i 11 o u g h b y Property owner ' s \, \. Association, Inc. ' TOTAL PARKING/STORAGE PROVIDED 81 \ ' / / C/O Real Property, , I n c . \ / / v F� f``\ �. PID: 076M2-01-00-000BO DB. 3814, PC. 193 REQUIRED PARKING* 51 / �N %' ; Zone: P u o� �i>st 2.3sy li PSY H §t £5 FF kddYgl p p iCt qy:l IIE ,t *ALBEMARLE COUNTY CODE SECTION 4.126 REQUIRES 1 °- �\ ONE (1) SPACE PER EACH EMPLOYEE PLUS TWO (2) SPACES PER EACH SERVICE STALL. 23 EMPLOYEES X \ \ \ �\ (1) SPACE EACH 23 EMPLOYEE SPACES REQUIRED. EVERY DIGGING JOB REQUIRES A CALL EVEN 14 REPAIR BAYS X (2) SPACES ' 28 REQ(JIRED\' j / \\ f / \\ ✓ i % SMALL PROJECTS LIKE PLANTING TREES OR p r SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY CUSTOMER PARKING SPACES. TOTAL PARKING /' % ' \ f / \�%\ \�% r \ LINE WHILE DIGGING, YOU CAN HARM YOURSELF FRF if \ �� \ / ./ \ / / / / / / \\ / \ ANRTHOSE ENTIIRE NEOUND YOU IGHBORHOODDANDUPT SERVICE POTENTIALLYTBE cORy REQUIRED = 23 EMPLOYEE SPACES + 28 CUSTOMER / / »\ � \ SPACES ' S1 PARKING SPACES. f /\ i� /` j\ \ RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE \ \ \ EACH JOB. WHETHER YOU ARE A HOMEOWNER OR LOCATION MAP < A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 **SECTION 4.124 REQUIRES THE NUMBER OF PARKING /., /., ,\ f i y /. �— _ — \\ / \ \ GETS YOUR UNDERGROUND UTILITY LINES SPACES IN A PARKING AREA NOT EXCEED THE / \ r ' \. _ SCALE: 1" —1, 000 % \ / \ / / / % / \ /✓/ / \ �� MARKED FOR FREE. NUMBER OF SPACES REC)IJIRED BY MORE THAN TWENTY (20) PERCENT, STORAGE SPACES ARE NOT �' �' / \ ` / / \ /\\ % \ �\ `` ` `\ - - — —_ COUNTED AS PUBLIC PARKING SPACES. ' / % / �/ \ / \ / `, / , MAXIMUM NUMBER OF PUBLIC PARKING SPACES ' 51 i ,i\.. % i ,. /j\ f\ i\ X 1.2 = 61 SPACES, Avon Holdings, LLC PID: 07700-00-00-0IIE0 DB, 2872, PG. 510 Zone: PUD .. \ %.„ /. / % i\\ `moi' i 4`\ i ■Rur ld\/Area \ \/ I, ghwaayy Commei dol ev:__ 20' NO DISTURBANCE�UFFER Gr` s 20' NHS—Dsturbancf✓ ZI \ B. 3471_,,P- �411 PB. 4137, ,R'Q. 332 f , '\ i� %Ix, \ / r T F. EX. 50' ACCESS EASEMENT _ /` D ?j�LX,. I D J l EX. 50' ACCESS-,\ EASEMENT PROPOSED STORMWATER BMP L X. 50' SHARED DRIVEWAY EASEMENT PB O O 6 G W O PB 4 371, PG 332 \ i /< / \ \ ✓;. `\ \ \ STEEP SLOPE - PRESERVED7�1Y ' OVERLAY (SOURCE; ALBEMARLE f' \ %✓ \ \ ' COUNTY GIS SHP FILE \, (REGRADING PLAN) 50' Ex. Shared Drvewuy Easement PLAN AS DRAWN MAY NOT ACCURATELY 2 LOADINGC PB. 3471, PC. 411 REFLECT THE REQUIREMENS T OF I SPACES PB. 4137, PG. 332 N /F Gregory Allen Love PID: 07700-00-00-01100 DB. 2798, PC. 643 Zone: HC I SITE NOTES= I. CONTRACTOR SHALL REFER TO THE CALIBER COLLISION ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS, AND FOR THE EXACT LOCATION (OF UTILITY ENTRANCES, ROOF LEADERS, EXIT DOORS, EXIT' STOOPS, ETC. 2, ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, CENTERLINE OF PARKING, OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE. 3, CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS. 4. ALL STRIPING ON SITE SHALL BE WHITE, 4” WIDE, UNLESS NOTED OTHERWISE, 5. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SIGN WITH CALIBER COLLISION. 6. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. 7. ALL WORK AND MATERIALS SHALL COMPLY WITH ALBEMARLE COUNTY REGULATIONS AND CODES AND O.S.H,A, STANDARDS. 8. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED, UNLESS NOTED OTHERWISE. 9. EXISTING SITE IMPROVEMENTS WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY, ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC, AS REQUIRED, ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID, 11. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SURVEY MATTERS, LLC. 12. UNLESS NOTED OTHERWISE, PAVEMENT SHALL BE STANDARD DUTY ASPHALT, 13. ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN. ALL HANDICAPPED STALLS SHALL BE 8 -FOOT PER THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES AND ALBEMARLE COUNTY STANDARDS. SPACES MARKED "VAN" SHALL RECEIVE A "VAN ACCESSIBLE" SIGN, 14, STOP SIGNS SHALL MEET THE CRITERIA OF THE STATE OF VIRGINIA DEPT, OF TRANSPORTATION AND MUTCD STANDARDS. 15, ALL PARKING SPACES ARE TO BE 9.0' WIDE AND 90" TYPICAL UNLESS NOTED OTHERWISE, P THE PERMIT. 4 SUBGRADE BUILDN DESCRIPTION J WHEEL STOP HANDICAPPED SYMBOL Oq WHERE ANY DISCREPANCIES OCCUR THE N/F FOUNDATION WALL (12'x25' ea.) H `� B PARKING SPACES ® REQUIREMENTS OF THE PERMIT SHALL GOVERN. A v ° n H ° 1 d i g s , LLC 1 !D 07700 -00-00-011E0 CALIBER RETAINING WALL °o 2. ALL MATERIALS AND CONSTRUCTION METHODS DB. 2872, PG. 510 (REGRADING PLAN) of SHALL CONFORM TO CURRENT SPECIFICATIONS Zone: PUD CONCRETE SWAL I COLLISION U -� � AND STANDARDS OF VDOT UNLESS OTHERWISE F NOTED. (REGRADING PLAN) i PROTO 186 5' CLEAR WID C 3. EROSION AND SILTATION CONTROL MEASURES I 18,635 S.F. F Q SHALL BE PROVIDED IN ACCORDANCE WITH THE RETAINING WALL 6' CLEAR WIDTH APPROVED EROSION CONTROL PLAN AND SHALL Y FFE 4750 (REGRADING PLAN) � BE INSTALLED PRIOR TO ANY CLEARING, GRADING CC 8 o OR OTHER CONSTRUCTION,4 20' ut ty Drainage STEPS (RE:ARCH 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE 4,5' SUBGRADE BUILDIN — _ Easement FERTILIZED, SEEDED AND MULCHED. FOUNDATION WALL (+ 4,5' CUT -r47 r,--Pc-a "— — — — — — — 30' PROP: MAX. BUILDING SETBACK 5, THE MAXIMUM ALLOWABLE SLOPE IS 2;1 WALL) _ " 1' SUBGRADE BUILDING--,.,— (HORIZONTAL: VERTICAL). WHERE REASONABLY PROP, 10' MIN. FOUNDATION WALL Ex..0 Building Max Setback Line M D OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER SETBACK — — — — ARE TO BE ACHIEVED, _ — — — — - — _ _ o PROP. ID' MIN: BUILDING SETbA� P A 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED F x. Per k i ni S e t b a c k T e DITCH MAY BE REQUIRED WHEN IN THE OPINION EX. ATCI LIN o OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A�— __ _... _------- _._ .....__. _ ..._ ... _ _. - _.. _.... S" S DRAINAGE CHANNEL. RE: OFF-SITE ROADWAY 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM IMPROVEMENT PLANS FOR _ . ._._...___ _. SIDEWALK :-=.�==�==~���. ��.._� .___.__.__�_.__..� _�_.__. _�.____.��__�_,__._.._..�..,._��._.._. �_.�� E= FF SITE COAD WITH THE VIRGINIA MANUAL FOR UNIFORM E CURB E __„T_._ TRAFFIC CONTROL DEVICES, GUTTER DESIGN ___._ AVON STREET EXTENSION (S.R. 742) o IMPROVEMENT PLANS (BY — T -T �6-�mmm F n m ( 60 Feet Pubh c Right -Of -Way)( DB. 429, PG. 219) 'a 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS OTHERS) - 9. III. ALL EXCAVATION FOR UNDERGROUND PIPE Edge of Asphalt INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). — — ——aur dU° --- — — — j,, -- ar{I§�j-y— ayo aL{o a�{a ar{o N /F Gregory Allen Love PID: 07700-00-00-01100 DB. 2798, PC. 643 Zone: HC I SITE NOTES= I. CONTRACTOR SHALL REFER TO THE CALIBER COLLISION ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS, AND FOR THE EXACT LOCATION (OF UTILITY ENTRANCES, ROOF LEADERS, EXIT DOORS, EXIT' STOOPS, ETC. 2, ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, CENTERLINE OF PARKING, OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE. 3, CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS. 4. ALL STRIPING ON SITE SHALL BE WHITE, 4” WIDE, UNLESS NOTED OTHERWISE, 5. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SIGN WITH CALIBER COLLISION. 6. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. 7. ALL WORK AND MATERIALS SHALL COMPLY WITH ALBEMARLE COUNTY REGULATIONS AND CODES AND O.S.H,A, STANDARDS. 8. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED, UNLESS NOTED OTHERWISE. 9. EXISTING SITE IMPROVEMENTS WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY, ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC, AS REQUIRED, ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID, 11. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SURVEY MATTERS, LLC. 12. UNLESS NOTED OTHERWISE, PAVEMENT SHALL BE STANDARD DUTY ASPHALT, 13. ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN. ALL HANDICAPPED STALLS SHALL BE 8 -FOOT PER THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES AND ALBEMARLE COUNTY STANDARDS. SPACES MARKED "VAN" SHALL RECEIVE A "VAN ACCESSIBLE" SIGN, 14, STOP SIGNS SHALL MEET THE CRITERIA OF THE STATE OF VIRGINIA DEPT, OF TRANSPORTATION AND MUTCD STANDARDS. 15, ALL PARKING SPACES ARE TO BE 9.0' WIDE AND 90" TYPICAL UNLESS NOTED OTHERWISE, P 6' WOODEN PRIVACY SCREEN FENCE CONCRETE PAVING/SIDEWALK HEAVY DUTY CONCRETE* HEAVY DUTY ASPHALT* STANDARD DUTY ASPHALT* �%/ STRIPING (SWSL/4") PAINTED STOP LINE — — — — SAWCUT LINE \ f RURAL AREA ZONING (TO REMAIN UNDISTURBED) STEEP SLOPE - PRESERVED (SOURCE: ALBEMARLE CO. GIS SHP FILE) RETAINING WALL REFERENCE PAVEMENT DETAIL FOR GEOTECH PAVEMENT SECTION RECOMMENDATIONS NOM: I. APPLICANT PROPOSES TO DEDICATE (UPON REQUEST) TO PUBLIC USE LAND NEAR MOORE'S CREEK FOR A POTENTIAL FUTURE GREENWAY TRAIL. (ACTUAL TRAIL PLANNING, PERMITTING, CONSTRUCTION BY OTHERS) 2. SUBJECT PROPERTY IS EFFECTED BY THE FOLLOWING ZONING OVERLAY DISTRICTS: • EC -ENTRANCE CORRIDOR • STATE DAM BREAK INUNDATION ZONE • AIA -AIRPORT IMPACT OVERLAY • FH -FLOOD HAZARD OVERLAY • THE STEEP SLOPES - PRESERVED OVERLAY DISTRICTS 3. THE ENTRANCE ONTO AVON STREET EXTENDED IS SUBJECT TO APPROVAL OF AN ACCESS MANAGEMENT EXCEPTION BY VDOT 4, THE FINAL SITE PLAN MUST SHOW CONFORMANCE WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(D AND F, AS WELL AS ANY OTHER APPLICABLE STANDARDS, REGULATIONS, OR OTHER REQUIREMENTS. SITE PLAN 0 30 60 JPED ole -he \\ scALE r • so' f2EVISIONS I BY -) DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING LEGEND. LEGEND SYMBOL DESCRIPTION o WHEEL STOP HANDICAPPED SYMBOL Oq NUMBER OF PUBLIC PARKING SPACES ® NUMBER OF EMPLOYEE PARKING SPACES ® NUMBER OF VEHICLE STORAGE SPACES HANDICAPPED SIGN 6' WOODEN PRIVACY SCREEN FENCE CONCRETE PAVING/SIDEWALK HEAVY DUTY CONCRETE* HEAVY DUTY ASPHALT* STANDARD DUTY ASPHALT* �%/ STRIPING (SWSL/4") PAINTED STOP LINE — — — — SAWCUT LINE \ f RURAL AREA ZONING (TO REMAIN UNDISTURBED) STEEP SLOPE - PRESERVED (SOURCE: ALBEMARLE CO. GIS SHP FILE) RETAINING WALL REFERENCE PAVEMENT DETAIL FOR GEOTECH PAVEMENT SECTION RECOMMENDATIONS NOM: I. APPLICANT PROPOSES TO DEDICATE (UPON REQUEST) TO PUBLIC USE LAND NEAR MOORE'S CREEK FOR A POTENTIAL FUTURE GREENWAY TRAIL. (ACTUAL TRAIL PLANNING, PERMITTING, CONSTRUCTION BY OTHERS) 2. SUBJECT PROPERTY IS EFFECTED BY THE FOLLOWING ZONING OVERLAY DISTRICTS: • EC -ENTRANCE CORRIDOR • STATE DAM BREAK INUNDATION ZONE • AIA -AIRPORT IMPACT OVERLAY • FH -FLOOD HAZARD OVERLAY • THE STEEP SLOPES - PRESERVED OVERLAY DISTRICTS 3. THE ENTRANCE ONTO AVON STREET EXTENDED IS SUBJECT TO APPROVAL OF AN ACCESS MANAGEMENT EXCEPTION BY VDOT 4, THE FINAL SITE PLAN MUST SHOW CONFORMANCE WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(D AND F, AS WELL AS ANY OTHER APPLICABLE STANDARDS, REGULATIONS, OR OTHER REQUIREMENTS. SITE PLAN 0 30 60 JPED ole -he \\ scALE r • so' f2EVISIONS I BY -) DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING WOOD FENCE NOTES 1) ALL POST AND STRINGERS SHALL BE OSMOSIS TREATED OR PENTA TREATED PINE, TO BE APPROVED BY ENGINEER. 2) ALL FENCE SIDING SHALL BE TREATED PINE. 3) ALL METAL FASTENERS SUCH AS BOLTS, NAILS, HINGES, HASPS, AND ETC. SHALL BE HOT DIPPED GALVANIZED. 4) FENCE DIRECTION AS NOTED ON PLANS OR AS DIRECTED BY OWNER. 5) SPLICE STRINGERS AT POSTS ONLY. 6) REFERENCE RETAINING WALL PLANS FOR FENCE AT TOP OF WALLS 6'-0" TO 8'-0" 4" x 4" POSTS 6'-0" TO W—O" O.C. 2" x 4" STRINGERS 6" x 6" TOP, CENTER, & BOTTOM CORNER AND GATE POSTS X2.0 F HINGE 1" x 4" x 6'-0" FENCING t6'-0" (AT POND FENCING) -1/2- 45' N MITER (TYP) CL 4" x 4" POSTS a a U- 0 � —� � 1/4" (TYP) o �1" x 4" x 6'-0 FENCING o dc W011 STRINGERS 111611 (TYP) 311, 11111111, 1 ) ' 6' MIN. EACH GATE J I F o2 oa o O k' m 12' EL w ¢ z 3" TYP. z J 2500 PSI P.C. "0 CONCRETE MINIMUM (rn'•) 12" - 72" WOOD PRIVACY FENCE FOR SCREENING N.T.S. W R WR 20 30 30 MIN. 1 25' 20' 30'MIN. 30' 10' 30'MIN. W = WIDTH (feet) OF FIRE LANE R = RADIUS NECESSARY TO ACCOMODATE FIRE VEHICLES R WR = TURNING RADIUS PAVEMENT WIDTH 6" FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS READING "NO PARKING FIRE LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS. E RE LANE STRIPING N.T.S. 36" WHITE LEGEND RED BACKGROUND R1-1 36"X36" "STOP" SIGN N.T.S. i ' -0" STOP BAR F_ Z M m UJ WU >LL 0-0 LL Lu 00 W u- uj 0 STOP BAR N.T.S. RETAINING WALL ,1111—MASTER LOCK & LOCK HASP (COORDINATE WITH OWNER) CENTER SOCKET (TYP) REI RETAINING WALL PLANS FO WALL DETAILS 6' a fle � f a 6' -2.0%� 6.67% _2.0%z MAX, MAX a i TAPER SIDEWALK PROPOSED 5 X 5' 6" TO 0" HEIGHT SIDEWALK AREA OVER 6' TYPE AT TOP E BOTTOM SIDEWALK RAMP DETAIL OF RAMP AT 2% 121 N.T.S. MAX SLOPE IN ANY DIRECTION PLAN VIEW 11 DEEP SAWED JOINT (TYP.) V 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED ® 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" (TYP) 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 6' WOOD PRIVACY FENCE (REF, RETAINING WALL DETAILS FOR FENCE ON WALL) 9" MIN. RE PLAN -WWF (6 x 6, W 2,1/2,1) 3 4" 2' WALL FLUME DETAIL. N.T.S. NOTE: PROVIDE 1//2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS SEE SITE PLAN SLOPE 1/4" /FT. MAX. T') 1 2"R (TYP) ° °�T6(PI� �PC CONCRETE NOTE: (TYP) 4" REINFORCEMENT WILL 4" AGGREGATE BASE (TYP) BE 6 x 6 — W1.4 X COURSE COMPACTED TO SECTION A -A WWF. CONCRETE 90% STDPROCTOR(TYP)SECTION B—B SHA . SHALL HAVE 4000 PSI COMPRESSIVE STRENGTH ON-SITE CONCRETE SIDEWALK N.T.S. 4" WHITE STRIPE 8" WHITE STRIPE WIDTH WIDTH PER PLAN PER PLAN STRIPE AT 24" ON CENTER NC ACCESS- AND CROSSWALK- N.T.S. N.T.S. 2' P.C. CONCRETE FLUME J811 L The mcsYinvorri i pc of +he :uuctttr=a �hQq Etc 1.5:1 2. S!?rt sn Watl,, �halt be p'c ided at the h &Vi q ct.d etW of all lno ed 11i'ntz> not ;ibwfta w am hex vt t,..tur,. T4,, c,c ik, wall Sta•,tla k ai %itte is th�, flume ! lanm,!, ex1t81£I at 1'iE t k i ilchii. inti? dx ,?til I)6"A the ch 4{ m d haS a thn o of fi a. inih..Cur ; nl u €Ili;.;#;.ill he tvttaiilr cL .itk #T e € .i x €#F3 , sa t 47:'s6s pl;s t d sass 6 - inch cernefs. J, mm'L.ftC 7 L_Y,.�4 'h f 1.2 .ips,c:..d .iii i;. l*;i! ,l3 £ i, Sf - [.-..Cin- f:.. -f "< r" to; zh:ii Ivq n z tf thti flu:rt 1Yts' to an v, ici t Ec g illilli Ix E r al.ed with 1'E '2 fcet of ow., end u the flumt,, \ndu t s ttc in h -as a id. s 1�,c boa _rn u- tlw, flumo Clio nnel cmcud i a }st I row t -t) d a ,)il t z° f) .tzc. ct nwal, nl7J t 'a u th &ne ,� tit f tnct' Aahor €rims shalt rs„ seln?n-c_a. L€:4e #3 e itrc rLttt ..e.v.t bm,,s placed cm -t €t:ch �ctttcr*i. 4. 'I`ho tlunrc ciran nc:l stall :Yale. a -C •A a a in4I7 8,Xkt c s of das As €.rn,tt,cu' +arta )vetd d u:se fat -dc (6 X 6 W11 ',W'_ l) a air c -€t r fn'- 4i 4i Al t.: w b id 4I :ii)t t'.t..it C1 'S di' 4. ooelS of.,4 PCitl. :'(E .E' i '.l jfl�­ii on ..inch tt :: h. I be €o,:,te f in nll itqu.re�d joints. NOTE: REFERENCE PLAN SHEETS RWI-RW3 FOR RETAINING WALL DE=TAILS. P.C. CONCRETE p < 2" TYP, 6" WELDED WIRE FABRIC 6x6— W2.1 XW2.1 COMPACTED SUBGRADE 1/2" EXPANSION SECTION A -A JOINT MATERIAL I -'LAN — SPACE EU*,NDRAL POSTS AT 8'-9' MAX NO EXTENSIONS REGURED PER ADA CODE RE: ARCH FOR FINISH AND COLOR OF HANDRAILS TOP HANDRAIL HEIGHT DETAIL N.T.S I11111w M& AT R. w ate, CAST mx E: I VAX WALL m CRADM PLAlO HANDRAIL DETAIL HANDRAIL NON -CIRCULAR CROSS SECTION N.T.S N.T.S HANDRAIL DETAIL (N.T.S) e • 2'-0" (MIN) SEE GRADING PLAN FOR LENGTH SECTION B -B PARKING AREA CONCRETE FLUME (N. T. S.) SITE DETAILS f2EVISIONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING 9 5' X2.0 F MAX PROVIDE 5'X5' LANDING TAPER 6" 1112 TAPER 6" CURB TO 0' CURB TO 0" TAPER 6" x`2,0 PROVIDE 5'X5' CURB TO 0" \1 MAX i G LANDINI R f, 5, X2.0%� lt f 01 1112 E2.0%_ MAX MAX VDOT 30" CURB � GUTTER TAPER 6-"7ROVIDE 5'X5' CURB TO 0" MINIMUM LANDING AREA VDOT 30' CURB i GUTTER TYPE SIDEWALK RAMP DETAIL N.T.S. RAMPS SHALL MEET VDOT ROAD AND BRIDGE CONSTRUCTION STANDARDS — CURRENT EDITION (WHEN WITHIN STATE ROW) SPACE EU*,NDRAL POSTS AT 8'-9' MAX NO EXTENSIONS REGURED PER ADA CODE RE: ARCH FOR FINISH AND COLOR OF HANDRAILS TOP HANDRAIL HEIGHT DETAIL N.T.S I11111w M& AT R. w ate, CAST mx E: I VAX WALL m CRADM PLAlO HANDRAIL DETAIL HANDRAIL NON -CIRCULAR CROSS SECTION N.T.S N.T.S HANDRAIL DETAIL (N.T.S) e • 2'-0" (MIN) SEE GRADING PLAN FOR LENGTH SECTION B -B PARKING AREA CONCRETE FLUME (N. T. S.) SITE DETAILS f2EVISIONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING 9 GRADED AGGREGATE BASE COURSE III III III -98% STANDARD PROCTOR - 1.5" 2" 3" 3" PER GE❑TECH OF 12„ RECORD 12" 1 RECOMMENDATI❑NS I STANDARD DUTY PAVEMENT SECTION NOT TO SCALE GRADED AGGREGATE BASE COURSE 98% STANDARD PROCTOR HEAVY DUTY PAVEMENT SECTION NOT TO SCALE PAVEMENT DEPTHS SHOWN ARE MINIMUM (NOT AVERAGE). THERE SHALL BE NO DEVIATION BELOW THE MINIMUM DEPTHS SHOWN. PORTLAND CEMENT CONCRETE PAVEMENT ❑RTLAND CEMENT ❑NCRETE PAVEMENT PAVING DET41LS THE PAVEMENT DESIGN AS SHOWN IS PROVIDED BY PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)., DATED AUGUST 31, 2017. FREELAND Z KAUFFMAN W. DOES NOT WARRANT THE EFFECTIVNESS OF THE DESIGN. FREELAND E KAUFFMAN, INC. ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR SAID DIESIGN. in m D D NOTE: GUTTER SLOPE TO MATCH U O ADJACENT PAVEMENT, LL U- TRANSVERSE AND LONGITUDINAL. O O v Lu m LLL 1/2" MIN. RADIUS I” MAX. RADIUS I" 6" II" `P.C. CONCRETE / CONTRACTOR TO PROVIDE PRIME COAT AND TACK Q COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. �o 18" 1/2" MIN. RADIUS I" MAX. RADIUS — ASPHALTIC CONCRETE PAVING SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. CONCf2ETE CURB � GUTTEf2 (TYPE W) N.T.S. CONC. WASH (SMOOTH DOME TYPE) 36" TALL X 6" DIA. STEEL PIPE FILLED W/ CONCRETE 2'_0" (PROVIDE 72" TALL AT DUMPSTER PAD) DASHED LINE DENOTES PLASTIC BOLLARD SLEEVE TO BE TRAFFIC YELLOW WHERE NOTED. BOLLARD GUARD TO BE SLEEVE ALIGN MANUFACTURER (REF. SITE PLAN FOR LOCATIONS) FACES EXPANSION JOINT WITH COMPRESSIBLE SEALANT BOLLARD @ O.H. DOOR CONCRETE PAVING (REF. PAVING DETAIL) 4,000 PSI CONC. PIER III' �--18 DIA. X3'-0" DEEP CONC. PIER W/#4 BARS VERT. & #3 TIES @ 8" O.C. #4 X 12" LONG RE -BAR WELDED TO PIPE (4 REQ'D) m D- U Ll - o Y U Q m CONSTRUCT/ON JO/NT F/N. GRADE CONCRETE (SEE SITE PLAN FOR 72" #4 BARS @ PA VEMENT /NFORMA TION) 2'0"O. C. ASPHAL T " e STONE—" L --'STONE BASE EQUAL EQUAL 16" MIN. CONCRETE/ASPHAL T JOIN DETA/L JOINT -CAULKED WITH DOW CORNING R 890 -SL SELF - LEVELING SILICONE JOINT SEALANT, 1/8" TO 1/4" SAW CUT H , . H/4 (1-1/4" MIN.) SAWED CONTROL JOINT NOTE: GUTTER SLOPE TO MATCH o ADJACENT PAVEMENT, TRAVERSE AND LOGITUDINAL. w U . ;v. Q DENSE AGGREGATE BASE STONE 1 DENSE AGGREGATE BASE STONE MIN. CONTRACTOR TO PROVIDE PRIME COAT AND TACK 6„ 2" 17" MAX. COAT TO FACE OF CURB „ 12 1 2 1/2" MIN. RADIUS ASPHALT. 45' _ > . 1" MAX. RADIUS w 18" MIN,. mil REE -DRAINING SUBGRADE-SCARIFIED REE -DRAINING SUBGRADE-SCARIFIED AND COMPACTED AND COMPACTED TO AT LEAST 98% OF THE STANDARD TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY PROCTOR MAXIMUM DRY DENSITY STANDARD DUTY CONCRETE PAVEMENT SECTION HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE NOT TO SCALE NOTE: PORTLAND CEMENT CONCRETE SHALL BE 3500 P.S.I. 28 DAY STRENGTH (5 t 1 % AIR ENTRAINED) W/ MINIMUM FLEXURAL STRENGTH OF 550 PSI PER GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS MATERIALS AND PROCEDURES SHALL CONFORM TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION. PARTIAL CONSTRUCTION OF THE PAVEMENT IS STRONGLY DISCOURAGED BECAUSE OF THE LIKELIHOOD OF PAVEMENT AND (-,I SUBGRADE FAILURE. THIS FAILURE WILL OCCUR BECAUSE THE PARTIAL PAVEMENT IS INADEQUATE FOR SUPPORT OF CONSTRUCTION LOADS AND MANEUVERING OF EQUIPMENT. PAVING DET41LS THE PAVEMENT DESIGN AS SHOWN IS PROVIDED BY PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)., DATED AUGUST 31, 2017. FREELAND Z KAUFFMAN W. DOES NOT WARRANT THE EFFECTIVNESS OF THE DESIGN. FREELAND E KAUFFMAN, INC. ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR SAID DIESIGN. in m D D NOTE: GUTTER SLOPE TO MATCH U O ADJACENT PAVEMENT, LL U- TRANSVERSE AND LONGITUDINAL. O O v Lu m LLL 1/2" MIN. RADIUS I” MAX. RADIUS I" 6" II" `P.C. CONCRETE / CONTRACTOR TO PROVIDE PRIME COAT AND TACK Q COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. �o 18" 1/2" MIN. RADIUS I" MAX. RADIUS — ASPHALTIC CONCRETE PAVING SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. CONCf2ETE CURB � GUTTEf2 (TYPE W) N.T.S. CONC. WASH (SMOOTH DOME TYPE) 36" TALL X 6" DIA. STEEL PIPE FILLED W/ CONCRETE 2'_0" (PROVIDE 72" TALL AT DUMPSTER PAD) DASHED LINE DENOTES PLASTIC BOLLARD SLEEVE TO BE TRAFFIC YELLOW WHERE NOTED. BOLLARD GUARD TO BE SLEEVE ALIGN MANUFACTURER (REF. SITE PLAN FOR LOCATIONS) FACES EXPANSION JOINT WITH COMPRESSIBLE SEALANT BOLLARD @ O.H. DOOR CONCRETE PAVING (REF. PAVING DETAIL) 4,000 PSI CONC. PIER III' �--18 DIA. X3'-0" DEEP CONC. PIER W/#4 BARS VERT. & #3 TIES @ 8" O.C. #4 X 12" LONG RE -BAR WELDED TO PIPE (4 REQ'D) m D- U Ll - o Y U Q m CONSTRUCT/ON JO/NT F/N. GRADE CONCRETE (SEE SITE PLAN FOR 72" #4 BARS @ PA VEMENT /NFORMA TION) 2'0"O. C. ASPHAL T " e STONE—" L --'STONE BASE EQUAL EQUAL 16" MIN. CONCRETE/ASPHAL T JOIN DETA/L JOINT -CAULKED WITH DOW CORNING R 890 -SL SELF - LEVELING SILICONE JOINT SEALANT, 1/8" TO 1/4" SAW CUT H , . H/4 (1-1/4" MIN.) SAWED CONTROL JOINT ASPHALTIC CONCRETE PAVING - SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. TYPE "G" CURB (MOUNTABLE) N.T.S. 4" MULCH OR TOPSOIL (MIN.) 3• HEAVY DUTY PROTECTED LANDSCAPE BUFFER OR 4" GRAVEL BASE COURSE i' SEE PAVING DETAILS FOR ADJACENT = PAVEMENT SECTION PROVIDE CONTIGUOUS 12' GRAVEL BASE COURSE BELOW CONCRETE BUFFER BASE COURSE AND ABOVE 12" EXTENSION OF 3'-0' PAVEMENT BASE COURSE HEAVY DUTY CONCRETE LANDSCAPE BUFFER N.T.S. (00,0� S MALK ADA SIGN - SEE DETAL �' a �3 a i W Lu r PANTED LIES AND SWW SHAM BE f WDE STla SHALT. BE SPACED AT 2or ON COM C= SHAH. w*mORx'48MECII WMOWNER ADA PARKING STRIPING RESERVED PARKING LVAN CESSIBL "U" -CHANNEL POST (2 LBS./FT.) USE 6" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK (& NOT BEHIND WHEEL STOP) SLOPE TOP OF CONCRETE GROUND/PAVING (00�� ACC PKG SIGN WHEEL STOP - SEE DETAIL \/8 THIS SHEET .O VAN PARKING 10 110 i0 / ADA PAPKING SIGNAGE OTHER THAN ACCESSIBLE (PED XING, STOP, ETC.) NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0". 7'-0" (MIN) 4'-0" SURFACE d 3500 P.S.I. •:. ; P.C. CONCRETE 4'-0" d .• 3' MIN, SIGN BASE DETAIL SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED. W-6' r-4" PAINTED WHITE LINE 6' LONG PRECAST CONCRETE WHEEL STOP ANCHORED W/(2) NOA BARS 12" LONG MIN. (PAINTED TRAFFIC YELLOW WHEN PLACED ON CONCRETE, TRAFFIC WHITE ON ASPHALT) 2' d 4• #4 BARS CONT. NOTE: SEE SITE PLAN FOR PARKING SPACE SIZE AND FOR WHEEL STOP LOCATIONS. CONCRETE WHEEL S TOP DETA/L 20151 ROAD & BRIDGE STANDARDS CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER, 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED , ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF �k 2" R THE ROAD DESIGN MANUAL IN THE SECTION i— ON GS URBAN STANDARDS. P P O p O P P P h Q p . Ls A A • p P p P P P P P a P O O P O THE BOTTOM Of THE CURB AND 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE IS MAIN DEPTH OF 7" IMUM -- AT THE OPTION OF THE CONTRACTOR S MAINTAINED. OFF-SITE CU213 GUTTED SPECIFICATION '\/DOT REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 2016 ROAD & BRIDGE STANDARDS SITE DETAILS r7EWSSONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING NOTE: GUTTER SLOPE TO MATCH o ADJACENT PAVEMENT, TRAVERSE AND LOGITUDINAL. w U Q 1 11" MIN. CONTRACTOR TO PROVIDE PRIME COAT AND TACK 6„ 2" 17" MAX. COAT TO FACE OF CURB WHERE CURB CONTACTS 1/2" MIN. RADIUS ASPHALT. 45' _ > . 1" MAX. RADIUS 18" MIN,. ASPHALTIC CONCRETE PAVING - SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. TYPE "G" CURB (MOUNTABLE) N.T.S. 4" MULCH OR TOPSOIL (MIN.) 3• HEAVY DUTY PROTECTED LANDSCAPE BUFFER OR 4" GRAVEL BASE COURSE i' SEE PAVING DETAILS FOR ADJACENT = PAVEMENT SECTION PROVIDE CONTIGUOUS 12' GRAVEL BASE COURSE BELOW CONCRETE BUFFER BASE COURSE AND ABOVE 12" EXTENSION OF 3'-0' PAVEMENT BASE COURSE HEAVY DUTY CONCRETE LANDSCAPE BUFFER N.T.S. (00,0� S MALK ADA SIGN - SEE DETAL �' a �3 a i W Lu r PANTED LIES AND SWW SHAM BE f WDE STla SHALT. BE SPACED AT 2or ON COM C= SHAH. w*mORx'48MECII WMOWNER ADA PARKING STRIPING RESERVED PARKING LVAN CESSIBL "U" -CHANNEL POST (2 LBS./FT.) USE 6" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK (& NOT BEHIND WHEEL STOP) SLOPE TOP OF CONCRETE GROUND/PAVING (00�� ACC PKG SIGN WHEEL STOP - SEE DETAIL \/8 THIS SHEET .O VAN PARKING 10 110 i0 / ADA PAPKING SIGNAGE OTHER THAN ACCESSIBLE (PED XING, STOP, ETC.) NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0". 7'-0" (MIN) 4'-0" SURFACE d 3500 P.S.I. •:. ; P.C. CONCRETE 4'-0" d .• 3' MIN, SIGN BASE DETAIL SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED. W-6' r-4" PAINTED WHITE LINE 6' LONG PRECAST CONCRETE WHEEL STOP ANCHORED W/(2) NOA BARS 12" LONG MIN. (PAINTED TRAFFIC YELLOW WHEN PLACED ON CONCRETE, TRAFFIC WHITE ON ASPHALT) 2' d 4• #4 BARS CONT. NOTE: SEE SITE PLAN FOR PARKING SPACE SIZE AND FOR WHEEL STOP LOCATIONS. CONCRETE WHEEL S TOP DETA/L 20151 ROAD & BRIDGE STANDARDS CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER, 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED , ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF �k 2" R THE ROAD DESIGN MANUAL IN THE SECTION i— ON GS URBAN STANDARDS. P P O p O P P P h Q p . Ls A A • p P p P P P P P a P O O P O THE BOTTOM Of THE CURB AND 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE IS MAIN DEPTH OF 7" IMUM -- AT THE OPTION OF THE CONTRACTOR S MAINTAINED. OFF-SITE CU213 GUTTED SPECIFICATION '\/DOT REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 2016 ROAD & BRIDGE STANDARDS SITE DETAILS r7EWSSONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING UTILITY RESPONSIBILITY MATRIX DOMESTIC WATER SERVICE GAS WATER CITY OF CHARLOTTESVILLE MM UTILITY PROVM SERVICE AUTHORITY (ACSA) GC 168 SPOTNAP ROAD I" CORP, STOP AND I" SERVICE LINE TO METER CHARLOTTESVILLE, VA 22911 PROVIDE AND INSTALL I" DOMESTIC METER PROVIDE AND INSTALL COORD. W/ PROVIDER METER BOX / VAULT FOR BUILDING ENTRY) PROVIDE AND INSTALL I' BFP INSIDE BUILDING CHARLOTTESVILLE, VA 22903 PROVIDE AND INSTALL I' COPPER SERVICE FROM METER TO BLDG GORY PROVIDE AND INSTALL FRE S19&Ja.ER SERVII CHARLOTTESVILLE, VA 22903 SEVICE ANRENTOIRE SE NEOIGHBORHOOD ANDUPT POTENTIALLYTBE ITEMS UTILITY PROVIDER GC SPRINKLER WATER SERVICE PROVIDE AND INSTALL 6' TAP AND VALVE \\ PROVIDE AND INSTALL 6' FIRE SERVICE FROM TAP TO HYDRANT MARSHAL STDS PROVIDE AND INSTALL 6' 90, VALVE AND FIRE HYDRANT CONNECTION POINT TO BUILDING) PROVIDE AND INSTALL 6" BFP IN BUILDING A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS YOUR UNDER ROU DUTILITY LINES PROVIDE AND INSTALL 4' FIRE TEE, VALVE E SERV. FROM MAIN TO BLDG (2) 4' TELE'I-ZONE CONDUIT E PULLWIRE BY PROVIDE AND INSTALL REMOTE FIRE DEPARTMENT CONNECTION E 4' LINE BUILDING ENTRY) PROVIDE AND INSTALL FIRE BFP INSIDE BUILDING PROVIDE AND INSTALL 12" STEEL CASING INSTALLATION BENEATH SR 742 PROVIDE AND INSTALL IRRIGATION WATER SERVICE SE DETAIL ITIM UTILITY PROVIDER GC AQUAKLEAR SEPTIC TREATMENT TANK I" CORP, STOP AND I" SERVICE LINE TO METER CONTRACTOR RESPONSIBLE FOR PROVIDE AND INSTALL I' IRRIGATION METER PROVIDE AND INSTALL COORD, W/ PROVIDER METER BOX / VAULT TO METER) (RE; APaYMEP PROVIDE AND INSTALL I" BACKFLOW PREVENTER (RPZ) E ENCLOSURE PROVIDE AND INSTALL SEPTIC SERVICE NEW METER INSTALLATION BY GROUP –12-29-2017 (TENS UTILITY PROVM EXISTING GC DESCRIPTION 4' SANITARY SEWER (BLDG TO SEPTIC TANK) O PROVIDE AND INSTALL 2" FORCE MAIN FROM TANK TO FIELD ti PROVIDE AND INSTALL SEPTIC TANK E PUMP NATE) PROVIDE AND INSTALL SEPTIC DRAIN FIELD (PRIMARY) UE UT PROVIDE AND INSTALL SEPTIC DRAIN FIELD (SECONDARY) ROPOSED ACSA EASEMENT PROVIDE/INSTALL IF RQR'D ELECTRIC SERVICE ® SEPTIC TANK ALARM ENTRY �N 6 F ITEMS UTILITY PROVIDER (2)-6' PRIMARY ELECTRICAL CONDUTT GC \, PRIMARY OVERHEAD WIRE OVER SR 742 PROVIDE AND INSTALL COORD, W/ PROVIDER NEW UTILITY POLE SET ON NW SIDE 742 PROVIDE AND INSTALL COORD. W/ PROVIDER PRIMARY SERVICE WIRE TO TRANSFORMER PROVIDE AND INSTALL COORD. W/ PROVIDER (2) 6 -INCH PRIMARY SERVICE CONDUITS FROM NEW POLE TO TRANSFORMER W/ PULLWIRE PROVIDE AND INSTALL (4) 3,5 -INCH SECONDARY SERVICE CONDUITS FROM TRANSFORMER TO BUILDING W/ PULLWIRE K PROVIDE AND INSTALL SECONDARY SERVICE FROM TRANS TO BUILDING PROVIDE AND INSTALL COORD. W/ PROVIDER TRANSFORMER PAD DETAIL) PROVIDE AND INSTALL TRANSFORMER PROVIDE AND INSTALL COORD. W/ PROVIDER CT CABINET, CT E METER BASE PROVIDE INSTALL K GAS SERVICE "I'f(.4WL ITEMS UTLITY PROVM GC SEWER LINE METER PROVIDE AND INSTALL COORDINATION I/4' DOM WL SERVICE FROM MAIN TO BUILDING PROVIDE AND INSTALL COORDINATION TE B44OrE SERVICE MM UTIJTY PROVM GC (2) 4 -INCH CONDUITS W/ PULL WIRE, SERVICE FROM POINT OF CONNECTION TO BLDG SERVICE IN CONDUIT TRENCHING, CONDUIT E BACKBOARD DEVELOPER WILL BE RESPONSIBLE FOR PAYING ALL METER AND TAP FEES. DEVELOPER WILL BE RESPONSIBLE FOR PAYING ALL TRANSFORMER AND ELECTRICAL CONNECTION FEES, GAS SERVICE OFF-SITE PERMITTING SHALL BE PROVIDED BY CHARLOTTESVILLE DEPT, OF UTILITIES, VDOT LAND USE PERMIT IS REQUIRED BY DEVELOPER PRIOR TO COMMENCEMENT OF WATER BORE. 4' OVERFLOW CLEAN-OUT LLC -011EO 510 UXITY PIAN NOTES 10. REFER TO THE BUILDING PLANS FOR ALL CONDUIT SIZES,---. I. ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE NUMBER AND LOCATIONS FOR SERVICE TO THE SIGN AND WITH THE PLANS PREPARED BY FREELAND E KAUFFMAN, SITE LIGHT POLES. COORDINATE FINAL CONDUIT LOCATIONS CURRENT REQUIREMENTS OF ALBEMARLE COUNTY SERVICE WITH THE OWNER, AUTHORITY, ALBEMARLE COUNTY, AND ALL OTHER PERTINENT II, CONTRACTOR SHALL COORDINATE WITH THE OWNER ON \ \� FEDERAL AND STATE LAWS. CONDUIT ROUTE TO THE STORE FROM THIS TRANSFORMER 2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH AND/OR SERVICE UTILITY POLE FOR TELEPHONE AND APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, ELECTRICAL SERVICES, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING \, 12. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), PRIOR TO INSTALLATION OF PROPOSED UTILITIES. FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH 13, CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY'S .q REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. INSPECTORS 72 HODS BEFORE CONNECTION OR DEMOLITION • OF ANY EXISTING LINE. 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING 14, MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS ACSA WATER AND SEWER SYSTEM STANDARDS AND TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SPECIFICATIONS, SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH 15. MINIMUM TRENCH WIDTH SHALL BE 2 FEET, CONDITIONS AND CONSTRAINTS OF THE SITE, 4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL 16. WATER LINES TO HAVE MECHANICAL JOINTS WITH THRUST BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE BLOCKING. CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG' AT 811, 17, ALL UTILITIES SHOULD BE KEPT TEN (10') APART THE LOCATION OF ALL UTILITIES AND UNDERGROUND (PARALLEL) OR WHEN CROSSING 18' VERTICAL CLEARANCE STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE), SHOWN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL 18, MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL EXISTING UTILITIES, WATERLINES. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID 19, IN THE EVENT OF A VERTICAL CROSSING LESS THAN 18' AND PERFORM ALL UTILITY WORK IN COMPLIANCE TO ALL BETWEEN WATERLINES AND SANITARY LINES (EXISTING AND APPLICABLE: LOCAL AND STATE CODES AND REGULATIONS, PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES ASSOCIATED WITH THE INSTALLATION, INSPECTION, TESTING OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL AND FINAL ACCEPTANCE OF ALL PROPOSED UTILITIES. JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED MEETING REQUIREMENTS OF ANSI A21,10 OR ANSI 21.11 (AWWA 7. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE C-151) (CLASS 50). UTILITY COMPANY ON THE ADDITION, REMOVAL AND/OR 20, LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND RELOCATION OF UTILITIES AND UTILITY POLES AND THE APPROVED BEFORE BACKFILLING. EXTENSION OF ALL PROPOSED UTILITIES TO THE BUILDING. 8, ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH 21. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A THE SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY, IT MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S,I, IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL 22 REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF UTILITIES AIRE INSTALLED CORRECTLY TO MEET PROJECT ALL UTILITIES, REQUIREMENTS WHETHER PERFORMED BY THE CONTRACTOR OR NOT. 23. 1' REDUCED PRESSURE PRINCIPLE BACKFLOW 9. A SEALED AS -BUILT DRAWING OF NEW UTILITY SERVICES PREVENTION ASSEMBLY INSTALLED ABOVE -GROUND WITHIN SHALL BE PREPARED BY THE ENGINEER/SURVEYOR AND HEATED INSULATED ENCLOSURE PER ALBEMARLE COUNTY SUBMITTED TO ALBEMARLE COUNTY/ ACSA / VA DOH UPON SERVICE AUTHORITY REQUIREMENTS, ENCLOSURE TO INCLUDE COMPLETION E PRIOR TO ACTIVATION OF THE PROJECT, DRAIN PORT(S) FOR DISCHARGE WATER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. SEE DETAIL ON UTILITY DETAILS SHEET. �1 \ 20' No -Disturbance Zone PB. 3471, PG. 411 PB. 4137, PG. 332 6,91f 2' X 15'0 REDUCER 150 LEACH PIPES ®470.0 - SEE DETAIL I; I I I 4" S,S, o- 2% SLOPE 11 ( I 1C.O.INV ; 470.47— � I 4 1 0 20' Utility & Drainage Easernent PB. 3471, PG. 411 441*_� hl /F Willoughby Property Owner s Association, Inc. C/O Real Property, Inc. PID: 076M2-01-00-00080 DB. 3814, PG. 193 Zone: PUD UTILITIES CONTACTS GAS WATER CITY OF CHARLOTTESVILLE ALBEMARLE COUNTY DEPT OF UTILITIES SERVICE AUTHORITY (ACSA) 305 4TH STREET NW 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22903 CHARLOTTESVILLE, VA 22911 CONTACT: CHRISTIAN CHIRICO CONTACT: ALEX MORRISON PHONE, (434) 970-3811 PHONE: (434) 977-4511 ELECTRIC WASTEWATER (SEPTIC) DOMINION VIRGINIA POWER VIRGINIA DEPT, OF WEALTH FOR BUILDING ENTRY) ENVIRONMENTAL HEALTH SERVICES CONTACT: KELLY MAXWELL 1138 ROSE HILL DRIVE PHONE: (434) 972-6812 CHARLOTTESVILLE, VA 22903 SEWER CLEAN-OUT PHONE: (434) 972-6200 -�- ( - --� - ---� - ■-■ H ■ -■ ■- F ■ Y � 7 w7� Y DTIC NSTAIIATION E MANTENANCENOTES rte•-'. '�, ' I CONTRACTOR SHALL REFER TO KBJW DESIGN REPORT IN IT'S -- I 61 ENTIRETY (12-29-2017) FOR DETAILED INFORMATION, PROPOSED STOP MWA ER 2. EXCAVATE ALL FILL AND TRASH FROM THE LIMITS OF DISPERSAL I , . BMP AREA TO THE INTERFACE WITH UNDISTURBED SOILS, \---------------- ---- - - - --- �,--� 3, BACKFILL TO AN ELEVATION OF 48' BEL OW FINISHED GRADE WITH ASTM C33 SAND (APPROXIMATELY 470.5'). mm 4. INSTALL 10' INFILTRATION PAD, LPD DISPERSAL (PIPING, MANIFOLD, AND VALVES PER DETAILS INCLUDED WITHIN KOOINITZ BRYANT JOHNSON WILLIAMS DESIGN REPORT AND SPECIFICATIONS WRITTEN 12-29-2017, 5. PLACE GEOTEXTILE FILTER FABRIC OVER DISPERSAL PAD. f N\ I 6, BACKFILL TO SUBGRADE ELEVATION WITH 216 STONE COMPACTED I j I O J TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY, Ij1 .: 7. INSTALL TRAFFIC RATED STEEL VALVE BOX COVERS TO ALLOW tJ1 ACCESS TO BALL VALVES AND MANIFOLD FROM PARKING LOT GRADE. If Q 8, PAVE WITH APPROVED BITUMINOUS ASPHALT PAVEMENT DESIGN PER NV OUT: G N /F SITE PLAN, 470.75 AND/OIL INTERCEPTOR Gregory Allen Love E SAMPLE WELL BY PID: 07700-00-00-01100 9. UPON COMPLETION, NOTIFY KBJW GROUP AT LEAST 36 HOURS OTHERS (RE ARCH.) D B . 2798, P0. 643 PRIOR TO DES9RED FINAL INSPECTION TIME. CONTACT BRENT E. SEE UTILITY INSET THIS SHEET Zone: H G JOHNSON, P.E. (804.541.1436) 10, CONTRACTOR SHALL PROVIDE OPERATIONAL INSPECTIONS TWICE IN X, THE FIRST SIX MONTHS OF THE SYSTEM'S OPERATION, A LICENSED OPERATOR SHALL PROVIDE INSPECTIONS OF THE SYSTEM EVERY 6 4 S o 17% 8LOPE , f S 's ;li +il MONTHS THEREAFTER, OWNER SHALL ENSURE THAT AN OEM CONTRACT IS CONTINUALLY IN PLACE WITH A VIRGINIA LICENSED v - OPERATOR AS REQUIRED BY THE VIRGINIA DEPARTMENT OF HEALTH. 4' S.S. EXIT T 50' Ex. Shared Driveway Easement L I PB. 3471, PG. 411 INV 471.0 PB. 4137, PG. 332 CALIBER COLLISION PROTO 186 18,635 S.F. DOMESTIC RPZ E FIRE DCA BFPS LOCATED INSIDE BUILDING --- _� .__._.W_..-. ._._ ..._. w.._ __.. _ . .._-_ __.. _ _- DIRECTIONAL BORE -CHARLOTTESVILLE DEPT OF UTILITIE N ............. -_ __-_ ___._ _ _ __ _ _ __ _ TO INSTALL - CONTRACTOR SHALL COORDINATE _ .... _ ,._ _. _. __ _ ___. GAS UTILITY SERVICE CONVECTION BY AVON STREET EXTENSION (S . R . 7 42) CHARLOTTESVILLE DEPT OF UTILITIES. _ y ( 60 Feet Public Right–Of–Way) (DB. 429, PG. 219) CONTRACTOR TO COORD. W/ CITY E VDOT, N sob sob - sob 12' ACSA WATERLINE sub sob sob 6' STEEL GAS MAIN % auo 11. DRAINFIELD INSTALLER INSPECTION REQUESTS MUST BE CALLED IN A MINIMUM OF 48 HOURS PRIOR TO THE TIME AND DATE OF INSPECTION, THE DRAINFIELD INSTALLER IS RESPONSIBLE FOR PAYMENT TO KOONTZ BRYANT JOHNSON WILLIAMS OF THE INSPECTION FEE OF $300.00 AT THE TIME OF THE INSPECTION FOR H INSPECTIONS WITHIN A 30 -MILE RADIUS OF KBJW OFFICE. AN ADDITIONAL FEE WILL BE COLLECTED FOR TRAVEL TIME AT A RATE OF $50 AN HOUR DRIVE TIME OUTSIDE OF KBJW NORMAL SERVICE AREA. THIS - ROPOSED 20' INSPECTION FEE APPLIES TO ALL INSPECTIONS NEEDED UNTIL THE 11 ACSA EASEMENT DRAINFIELD IS DEEMED SATISFACTORY AND THE COMPLETION STATEMENT 20CAN BE ISSUED TO THE LOCAL HEALTH DEPARTMENT. THE COMPLETION �I RIMARY ELECTRIC STATEMENT WILL NOT BE ISSUED UNTIL THE INSPECTION FEE IS PAID IN SERVICE E TELEPHONE FULL, THE DRAINFIELD INSTALLER IS REQUIRED TO HAVE AN 'AS BUILT' DRAWING PREPARED AT THE TIME OF INSPECTION. It 0 ECTRIC/TELEPHONE 12. CLEARING CONTRACTOR PLEASE NOTE: UNDERGROUND POINT OF CARE MUST BE USED DURING THE CLEARING OF THE /j1 I JJji� CONNECTION - DOMINION DRAINFIELD AREA ONLY DURING DRY WEATHER AND SOIL I POWER TO SUPPLY NEW CONDITIONS, THE RESERVE AREA DOES NOT NEED TO BE r (= - ...;�_ UTILITY POLE CLEARED AT THIS TIME, HAND CLEAR THE DRAINFIELD ONLY, DURING THE F CLEARING OF THE DRAINFIELD, DO NOT RUT OR COMPACT THE SOIL. DO ,. — — NOT ALLOW CONSTRUCTION TRAFFIC TO TRAVEL OVER THE DRAINFIELD, DO --..�._.�... _.. _._:. �------------. mm -=-.µ - - -- _- - -���:= " ALTER THE TOPOGRAPHY OF THE F THE DRAINFIELD AREA IN ANY ___._._......_ ...�_.__,._........_ ____..... __. � NOT A OPO 0 MANNER, DAMAGE OR CHANGES TO THE DRAINFIELD AREA MAY LEAD TO THE PERMIT BEING NULL AND VOID, MAIN RE: OFF SITE ROAD µ 13. BUILDING CONTRACTOR BENEA H SHALL 12' MAN IMPROVEMENT PLANS _�h THIS PERMIT IS VOID IF ANY DETRIMENTAL CHANGES OCCUR TO THE AREA RE: WATER PROFILE EVALUATED FOR THE DRAINFIELD AND RESERVEAREAS. THIS PERMIT IS %}M (BY OTHERS) \ 14N) ALSO VOID IF THE BUILDING LOCATION INTERFERES WITH THE PROPOSED - -- e --__ WELL OR DRAINFIELD/RESERVE LOCATIONS. DO NOT ALLOW UNDERGROUND S D o 6 s 6 s o 6 s o b AREAS, UTILITIES TO BE BURIED WITHN 10' OF THE DRAINFIELD OR RESERVE ago K atlo _ PFD ohe ohe — O KEYNOTES I' DOMESTIC WATER METER E TELEPHONE/CABLE VALVE PER ACSA REQS, IRRIGATION (BY OTHERS) © SANITARY SEWER EXIT (RE1 ARCH. O I' SETTER E VALVE E 5/8' IRRIGATION FOR EXACT LOCATION) WATER METER PER ACSA WATER STDS EVERY DIGGING JOB REQUIRES A CALL - EVEN 4' PVC SANITARY SEWER LATERAL. O PROPOSED ELECTRIC METER - © \ CONTRACTOR SHALL INSTALL. DOMINION CENTURY LINK FOR BUILDING ENTRY) SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY pFRF BUILDING ENTRY POINT) O SEWER CLEAN-OUT 417 W. MAIN STREET LINE WHILE DIGGING, YOU CAN HARM YOURSELF GORY INSIDE BUILDING) DE CHARLOTTESVILLE, VA 22903 SEVICE ANRENTOIRE SE NEOIGHBORHOOD ANDUPT POTENTIALLYTBE CONTRACTOR - TRANSFORMER O REMOTE FDC FIRE LINE ENTRY (RE-ARCW BY DOMINION ENERGY RESPONSIBLE FOR FINES AND REPAIR COSTS. �F UNDERGROUND TELEPHONE POINT OF \\ ` CONTACT: THERESA BRYANT PHONE- (434) 971-1371 SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR MARSHAL STDS CONDUIT WITH PLLLWIRE FROM LOCATION MAP CONNECTION POINT TO BUILDING) O I' CORP. STOP PER ACSA STDS O CONTRACTOR TO PROVIDE (4) 0 6' 90' ELBOW E VALVE PER ACSA STDS A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS YOUR UNDER ROU DUTILITY LINES SCALE: 1" =1, 000' \ (2) 4' TELE'I-ZONE CONDUIT E PULLWIRE BY MARKELEGEND CONTRACTOR - SERVICE BY PROVIDER BUILDING ENTRY) ® FIRE HYDRANT E 6 GATE VALVE PER N 1/4' TYPE K' COPPER DOMESTIC FIRE MARSHAL STDS WATERLINE PER ACSA WATER STDS (RE: ARCH FOR BUILDING ENTRY) ® REMOTE FDC PER FIRE MARSHAL STDS - SE DETAIL 6' TAP SLEEVE E VALVE AT 12' MAIN BY CONTRACTOR. AQUAKLEAR SEPTIC TREATMENT TANK CONTRACTOR RESPONSIBLE FOR WITH ZOELLER MODE_ 151 PUMP - SEE UTILITY DETAILS O GAS SERVICE ENTRY. (I' LINE INSET TO METER) (RE; APaYMEP (I"=10' FOR SIZE DOWNSTREAM OF METER E EXACT ENTRY POINT)SECONDARY SEPTIC FIELD RESERVE AREA ® (CONTRACTOR TO COORDINATE - RE' DESIGN REPORT E SPECS BY KBJW NEW METER INSTALLATION BY GROUP –12-29-2017 UTILITY PROVIDER) EXISTING PROPOSED DESCRIPTION ® B-ECTRIC LOW VOLTAGE CONDUIT & SERVICE O WATER UNE BEND WITH THRUST \ Iwtr BLOCKS PER ACSA WATER STDS, ti 2,.1 15 W =1.... 1 1,5" WATER LINE FIRE HYDRANT ® rr STEEL CASING FOR 6' WATER MAN BY �j NATE) CONTRACTOR - SEE DETAIL, RE, WTR PROFILE © TRB�- E NICE ENTRY (RE, II 6' X 4- TEE PER ACSA STDS UE UT UNDERGROUND ELECTRIC LINE JJ 25' X 20' JACK E BORE PIT IT^ DOMESTIC WATERLINE ENTRY (RE:ARCW ROPOSED ACSA EASEMENT 20'� DRP BFP DEVICE INSIDE BUILDING) ® SEPTIC TANK ALARM ENTRY �N 6 F UNDERGROUND TELEPHONE LINE 6" FIRE LINE 0 (2)-6' PRIMARY ELECTRICAL CONDUTT K \, PULLWIRE BY CONTRACTOR. COORDINATE POWER SUPPLY SERVICE INSTALL BY DOMNION POWER. TS TAMPER SWITCH �j © REMOTE FDC V` ALARM MARSHAL STANDARDS STORM DRAIN ® I' TYPE IC COPPER DOMESTIC Q O K WATERLINE PER ACSA WATER STDS LIE \�y Z (CORP. STOP TO METER SETTER) HEATED6VCLOSLRE E r VALVE (SEE DETAIL) R S V, 55 —6* SS— 6" SANITARY K H "I'f(.4WL SEWER LINE 1 ([ I/4' DOM WL Y ,F I N gn5 GAS GAS LINE 'UT I((XS A UT UT UT� X p • MANHOLE ,� —� ,S ,8 o -o LIGHTING ' �) \ Q r. IUB THRUST BLOCK r % ,) t SS CLEAN-OUT -�- ( - --� - ---� - ■-■ H ■ -■ ■- F ■ Y � 7 w7� Y DTIC NSTAIIATION E MANTENANCENOTES rte•-'. '�, ' I CONTRACTOR SHALL REFER TO KBJW DESIGN REPORT IN IT'S -- I 61 ENTIRETY (12-29-2017) FOR DETAILED INFORMATION, PROPOSED STOP MWA ER 2. EXCAVATE ALL FILL AND TRASH FROM THE LIMITS OF DISPERSAL I , . BMP AREA TO THE INTERFACE WITH UNDISTURBED SOILS, \---------------- ---- - - - --- �,--� 3, BACKFILL TO AN ELEVATION OF 48' BEL OW FINISHED GRADE WITH ASTM C33 SAND (APPROXIMATELY 470.5'). mm 4. INSTALL 10' INFILTRATION PAD, LPD DISPERSAL (PIPING, MANIFOLD, AND VALVES PER DETAILS INCLUDED WITHIN KOOINITZ BRYANT JOHNSON WILLIAMS DESIGN REPORT AND SPECIFICATIONS WRITTEN 12-29-2017, 5. PLACE GEOTEXTILE FILTER FABRIC OVER DISPERSAL PAD. f N\ I 6, BACKFILL TO SUBGRADE ELEVATION WITH 216 STONE COMPACTED I j I O J TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY, Ij1 .: 7. INSTALL TRAFFIC RATED STEEL VALVE BOX COVERS TO ALLOW tJ1 ACCESS TO BALL VALVES AND MANIFOLD FROM PARKING LOT GRADE. If Q 8, PAVE WITH APPROVED BITUMINOUS ASPHALT PAVEMENT DESIGN PER NV OUT: G N /F SITE PLAN, 470.75 AND/OIL INTERCEPTOR Gregory Allen Love E SAMPLE WELL BY PID: 07700-00-00-01100 9. UPON COMPLETION, NOTIFY KBJW GROUP AT LEAST 36 HOURS OTHERS (RE ARCH.) D B . 2798, P0. 643 PRIOR TO DES9RED FINAL INSPECTION TIME. CONTACT BRENT E. SEE UTILITY INSET THIS SHEET Zone: H G JOHNSON, P.E. (804.541.1436) 10, CONTRACTOR SHALL PROVIDE OPERATIONAL INSPECTIONS TWICE IN X, THE FIRST SIX MONTHS OF THE SYSTEM'S OPERATION, A LICENSED OPERATOR SHALL PROVIDE INSPECTIONS OF THE SYSTEM EVERY 6 4 S o 17% 8LOPE , f S 's ;li +il MONTHS THEREAFTER, OWNER SHALL ENSURE THAT AN OEM CONTRACT IS CONTINUALLY IN PLACE WITH A VIRGINIA LICENSED v - OPERATOR AS REQUIRED BY THE VIRGINIA DEPARTMENT OF HEALTH. 4' S.S. EXIT T 50' Ex. Shared Driveway Easement L I PB. 3471, PG. 411 INV 471.0 PB. 4137, PG. 332 CALIBER COLLISION PROTO 186 18,635 S.F. DOMESTIC RPZ E FIRE DCA BFPS LOCATED INSIDE BUILDING --- _� .__._.W_..-. ._._ ..._. w.._ __.. _ . .._-_ __.. _ _- DIRECTIONAL BORE -CHARLOTTESVILLE DEPT OF UTILITIE N ............. -_ __-_ ___._ _ _ __ _ _ __ _ TO INSTALL - CONTRACTOR SHALL COORDINATE _ .... _ ,._ _. _. __ _ ___. GAS UTILITY SERVICE CONVECTION BY AVON STREET EXTENSION (S . R . 7 42) CHARLOTTESVILLE DEPT OF UTILITIES. _ y ( 60 Feet Public Right–Of–Way) (DB. 429, PG. 219) CONTRACTOR TO COORD. W/ CITY E VDOT, N sob sob - sob 12' ACSA WATERLINE sub sob sob 6' STEEL GAS MAIN % auo 11. DRAINFIELD INSTALLER INSPECTION REQUESTS MUST BE CALLED IN A MINIMUM OF 48 HOURS PRIOR TO THE TIME AND DATE OF INSPECTION, THE DRAINFIELD INSTALLER IS RESPONSIBLE FOR PAYMENT TO KOONTZ BRYANT JOHNSON WILLIAMS OF THE INSPECTION FEE OF $300.00 AT THE TIME OF THE INSPECTION FOR H INSPECTIONS WITHIN A 30 -MILE RADIUS OF KBJW OFFICE. AN ADDITIONAL FEE WILL BE COLLECTED FOR TRAVEL TIME AT A RATE OF $50 AN HOUR DRIVE TIME OUTSIDE OF KBJW NORMAL SERVICE AREA. THIS - ROPOSED 20' INSPECTION FEE APPLIES TO ALL INSPECTIONS NEEDED UNTIL THE 11 ACSA EASEMENT DRAINFIELD IS DEEMED SATISFACTORY AND THE COMPLETION STATEMENT 20CAN BE ISSUED TO THE LOCAL HEALTH DEPARTMENT. THE COMPLETION �I RIMARY ELECTRIC STATEMENT WILL NOT BE ISSUED UNTIL THE INSPECTION FEE IS PAID IN SERVICE E TELEPHONE FULL, THE DRAINFIELD INSTALLER IS REQUIRED TO HAVE AN 'AS BUILT' DRAWING PREPARED AT THE TIME OF INSPECTION. It 0 ECTRIC/TELEPHONE 12. CLEARING CONTRACTOR PLEASE NOTE: UNDERGROUND POINT OF CARE MUST BE USED DURING THE CLEARING OF THE /j1 I JJji� CONNECTION - DOMINION DRAINFIELD AREA ONLY DURING DRY WEATHER AND SOIL I POWER TO SUPPLY NEW CONDITIONS, THE RESERVE AREA DOES NOT NEED TO BE r (= - ...;�_ UTILITY POLE CLEARED AT THIS TIME, HAND CLEAR THE DRAINFIELD ONLY, DURING THE F CLEARING OF THE DRAINFIELD, DO NOT RUT OR COMPACT THE SOIL. DO ,. — — NOT ALLOW CONSTRUCTION TRAFFIC TO TRAVEL OVER THE DRAINFIELD, DO --..�._.�... _.. _._:. �------------. mm -=-.µ - - -- _- - -���:= " ALTER THE TOPOGRAPHY OF THE F THE DRAINFIELD AREA IN ANY ___._._......_ ...�_.__,._........_ ____..... __. � NOT A OPO 0 MANNER, DAMAGE OR CHANGES TO THE DRAINFIELD AREA MAY LEAD TO THE PERMIT BEING NULL AND VOID, MAIN RE: OFF SITE ROAD µ 13. BUILDING CONTRACTOR BENEA H SHALL 12' MAN IMPROVEMENT PLANS _�h THIS PERMIT IS VOID IF ANY DETRIMENTAL CHANGES OCCUR TO THE AREA RE: WATER PROFILE EVALUATED FOR THE DRAINFIELD AND RESERVEAREAS. THIS PERMIT IS %}M (BY OTHERS) \ 14N) ALSO VOID IF THE BUILDING LOCATION INTERFERES WITH THE PROPOSED - -- e --__ WELL OR DRAINFIELD/RESERVE LOCATIONS. DO NOT ALLOW UNDERGROUND S D o 6 s 6 s o 6 s o b AREAS, UTILITIES TO BE BURIED WITHN 10' OF THE DRAINFIELD OR RESERVE ago K atlo _ PFD ohe ohe — O KEYNOTES I' DOMESTIC WATER METER E ® I' TYPE K COPPER TO SITE VALVE PER ACSA REQS, IRRIGATION (BY OTHERS) © SANITARY SEWER EXIT (RE1 ARCH. O I' SETTER E VALVE E 5/8' IRRIGATION FOR EXACT LOCATION) WATER METER PER ACSA WATER STDS 4' PVC SANITARY SEWER LATERAL. O PROPOSED ELECTRIC METER - © SEE PLAN FOR SLOPE (RE: ARCH, CONTRACTOR SHALL INSTALL. DOMINION FOR BUILDING ENTRY) POWER TO SUPPLY. (RE:ARCH FOR EXACT BUILDING ENTRY POINT) O SEWER CLEAN-OUT (SEE DETAIL) O FIRE LINE ENTRY (REARCH) (BFP DEVICE INSIDE BUILDING) DE TRANSFORMER PAD BY CONTRACTOR - TRANSFORMER O REMOTE FDC FIRE LINE ENTRY (RE-ARCW BY DOMINION ENERGY O TAMPER SWITCH LINE ENTRY �F UNDERGROUND TELEPHONE POINT OF CONNECTION BY CENTURY LINK O 4' GATE VALVE PER ALBEMARLE FIRE (CONTRACTOR SHALL SUPPLY (1) 4' MARSHAL STDS CONDUIT WITH PLLLWIRE FROM CONNECTION POINT TO BUILDING) O I' CORP. STOP PER ACSA STDS O CONTRACTOR TO PROVIDE (4) 0 6' 90' ELBOW E VALVE PER ACSA STDS 35' CONDUIT AND SERVICE FOR SECONDARY UNDERGROUND (2) 4' TELE'I-ZONE CONDUIT E PULLWIRE BY ELECTRIC UTILITY. (RElARCH FOR CONTRACTOR - SERVICE BY PROVIDER BUILDING ENTRY) ® FIRE HYDRANT E 6 GATE VALVE PER N 1/4' TYPE K' COPPER DOMESTIC FIRE MARSHAL STDS WATERLINE PER ACSA WATER STDS (RE: ARCH FOR BUILDING ENTRY) ® REMOTE FDC PER FIRE MARSHAL STDS - SE DETAIL 6' TAP SLEEVE E VALVE AT 12' MAIN BY CONTRACTOR. AQUAKLEAR SEPTIC TREATMENT TANK CONTRACTOR RESPONSIBLE FOR WITH ZOELLER MODE_ 151 PUMP - SEE FIELD COORDINATION. DETAILS O GAS SERVICE ENTRY. (I' LINE ® PRIMARY SEPTIC FIELD 35' X 20' - SEE TO METER) (RE; APaYMEP DETAIL FOR SIZE DOWNSTREAM OF METER E EXACT ENTRY POINT)SECONDARY SEPTIC FIELD RESERVE AREA ® (CONTRACTOR TO COORDINATE - RE' DESIGN REPORT E SPECS BY KBJW NEW METER INSTALLATION BY GROUP –12-29-2017 UTILITY PROVIDER) ® B-ECTRIC LOW VOLTAGE CONDUIT & SERVICE O WATER UNE BEND WITH THRUST LINE FOR HEATED BFP ENCLOSLRE BLOCKS PER ACSA WATER STDS, TYPICAL (PROVIDE ANGLE AS ® rr STEEL CASING FOR 6' WATER MAN BY NATE) CONTRACTOR - SEE DETAIL, RE, WTR PROFILE © TRB�- E NICE ENTRY (RE, II 6' X 4- TEE PER ACSA STDS ARCH) JJ 25' X 20' JACK E BORE PIT O DOMESTIC WATERLINE ENTRY (RE:ARCW DRP BFP DEVICE INSIDE BUILDING) ® SEPTIC TANK ALARM ENTRY �N I' CORP. STOP PER ACSA STDS O SEPTIC TANK PUMP POWER SUPPLY EXIT 0 (2)-6' PRIMARY ELECTRICAL CONDUTT N' CONDUIT TO SEPTIC TANK FOR PUMP PULLWIRE BY CONTRACTOR. COORDINATE POWER SUPPLY SERVICE INSTALL BY DOMNION POWER. ® I' CONDUIT TO SEPTIC TAN: FOR FLOW © KNOX BOX PER ALBEMARLE FIRE ALARM MARSHAL STANDARDS ® I' TYPE IC COPPER DOMESTIC Q O I' RPZ BFP DEVICE IN ABOVE GRO(1ND WATERLINE PER ACSA WATER STDS (CORP. STOP TO METER SETTER) HEATED6VCLOSLRE E r VALVE (SEE DETAIL) UTILITY -PLAN 0 3 1 0 6 1 0 SCALE r - 30' PEVISIONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING QEVISIONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE STABLE SOIL ROCK * SCRAPE THE BOTTOM OF' THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF ,#68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE 8" SOIL--, MIN. MIN. ., STABLE SOIL 0, IN] TIAL BACKFILL X68 STONE RANULAR FILL AS APPROVED BY ACSA CK' Z STABLE SOIL OR ROCK- NOTE K- NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION BEDDING NTS FIG. W-2 TD -2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2` TO 10' (270-) 18"-22" 7 CU. FT. VALVE BOX #6B STONE-\ 6" GATE 42"MIN VALVE . ! A 8„ X 6" 'A TEE 2500 P.SJ. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE , SOIL STEEL PILE ---� '`Iq� - i RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE ; 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN, COVER FROM THE MAIN TO TI -IE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 FOR ALL BENDS 45' max L 2 ° I ° max PLUG I / I IF I 2 ( i I 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M BEDDING AS REQUIRED �� 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. ' SIZE OF (FEET) CU.YD. (FEET) CU'YD 11 1/4' BEND 2' 9" S-9' 2'-6" 2'-0' 3' 0" 2" L H T L H T S-6„ 5._6„ 3,_3" 90 2.50 2.50 3.01 0.24 6" S-0 4'-3" 2'-6" 2'-6" 3'-3" 2" 4" & 6„ 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 5'-0' 7"-6' S-3" 22 1/2 1.50 2.00 2.52 0.10 8" ,3'-6" 6'_6, 3,-0: 3.`6„ 3._9„ 1/4" 45' 11 1/4 1.50 2.00 2.50 0,10 5-319- 3'-3" 5'-(D' S`-9" 2 1/2" 18" 8'-6 11'-0 3'-9" 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3,58 2.95 0.43 3.83 4.00 2.83 D.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE, 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 WATER 2500 P.S.I. CONCRETE THRUST BLOCK TD -3 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE N REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT i TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 1 1 II ADJUSTABLE VALVE BOX Wj UD M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 VALVE 24" MIN " r' UNDISTURBED EARTH 1B" MIN UNDISTURBED EART ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) mm -CLASS A-3 CONCRETE EGA- LUG 8" ELEVATION -WATER MAIN SECTION NOTE: 1, ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2, CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W -3C NOT NO DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. TD -6 ^7MPRESSIOPJ x 3f4" MALE PIPE COUPLING PPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES, 2' R IOMPRESSION x 3f4" MALE PIPE COUPLING ,PPROVED EQUAL 1f8 BEND cot FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED, RADE _TER )X OPPERSETTER _TER A$ NtutSSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W -6A TD -10 FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH \ ANCHOR BOLT ON CENTER LIME OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. �/ �o 4 BARS 0 12" ON CENTER FOR 12 BENDS �c LARGER , USE BRACING STRAPS ON ALL PIPE SIZES Ld q-1 6" ¢ B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 4" - 6' t'-9" 2'-3" 2'-6" V --Z 2'-0" 1 1/4" 8' 2'-3' S-0' 2'-6" l'-6'2'-6` 1 1/4" 11 1/4' 10" 2' 9" S-9' 2'-6" 2'-0' 3' 0" 2" 12" S-0' 4'-3" 3'-0" 2'-,3"3'-G" 2" 18" S-6„ 5._6„ 3,_3" 3,-0„ 4._6,.2 1 J2•. S-0' 2'--6" V -E 2'-8" 1 1/4" 6" S-0 4'-3" 2'-6" 2'-6" 3'-3" 2" 22 1/2' 10" 3'-3" 5'-0' 3'-0' 2'-9" S-9" 2" 12" 3'-9" 6'-3' 3'-0' S-6" 4'-3" 2" 18" 5'-0' 7"-6' S-3" 4'-0" 5'-8"2 1/2" 4" - 6"3'-D" 6'-0' 3'-0" S-3" 3'-3" 2 1/4" 8" ,3'-6" 6'_6, 3,-0: 3.`6„ 3._9„ 1/4" 45' 10„ 4'-6"17'-6' 3._0„ 4._ „ 5, 0„ 2 1/4„ 12" 5-319- 3'-3" 5'-(D' S`-9" 2 1/2" 18" 8'-6 11'-0 3'-9" 6'-C7' 7'-3" 2 1/2" CHART FOR UPPER VERTICAL BLOCKING 3" THREAD 1 NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE WIDTH = DIM. "F" THICKNESS OF STRAP = 1/4" STANDARD HEX NUT 1/4" THICK PLATE WASHER �3j4" ANCHOR BOLTS 12" BENDS & I UUNURLIL ULAN is LARGER C--+.� SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG, W -3A TD -4 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD -13 UTILITY DETAILS DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING C METER SIZE DIMENSION A DIMENSION B DIMENSION C 33 gal .°j of Doses i3be + 2' 311' 5'0" 318" 3' 5' MIN. 10' MIN. Z 4" 5' MIN, _12I MIN,__ ' MINS GREATER P THAN 4" ROPOSALS WILL BE SUBMITTED, B DOOR. HINGES I I I I I I I I 1 ( I I LIFT HANDLE Lr --___.------------- TYPICAL METER VAULT N:T,S, FIG, W -7A SIDE VIEW ,75" DIAMETER DRILLED 1OL.E FOR TOUCH READ 1NITS, TOP VIEW 3" DIAMETER. FLAT BEARING SURFACE UNDERNEATH 24" X 36' ALUMINUM ACCESS HATCH C d e a d ° d ad 4 44" MIN, 6" MIN. 17.5„ 6" MIN. a n' d 60" rl 36 d Q 4 .. A 4 d a. 18" MIN, 37" MIN. WINGNUT LOCKING ASSEMBLY 12" MIN, BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) NTS FIG, W-78 TD -14 EL 474.5t +/ ? t �., p-q�,- N{, ,z-'.r'"�✓ i y" �"-r" Y -%"'rt"{ z-j"''i-1"`t-., 1-. {�`r" t,r >t I �iW,.4 ,�� ���" .�-?.rm-8 '-.� ;.� ��� .��"'� L.�-»� �. .30" Min. ?'ice -'S- €,� ? {rs -,t�"� i''S{,,�^ rt" -"}-n.. T r-�i' i . "_ -IU ,}',�j CK ''-�- r I-i-!';-{`{�_,<P"� r- „- i -r "1.,�+ r b °y}.,,}".A..i "5-i "r, 3d 1 s�-e_,}"�-.: �,.t �•-L 4�� •.� f( _.. FilterFabric abric i0.r T,x20'W Gravel Pad I '� ' 1. � � R I Ii t t-1/4" _) i ` P_,� lateral pipe i ASI lA (233 NOTES: 1, Rernov < t fill hind trash I o? r€ Iilllits O �d undisturbed2"t �I'3`�I t�1 k,x`� 13. 1.> r 2.13ack ill area with 12" iitiil, ASTM 03 Sand, i S I r 30 Gravel ad shall be level in both directions. 4° Side Design Report for material and Koontz Bryant Johnson Williams . e Iii ?1 ent specifications adii installation I �l l� I It 901 Old Stage Road, Chester, VA23836Ltidlnes. - Phone: 804-541-1436 w'w.kbjwg°c��_ita,cc�m � _ Install. laterals at ' o.c. I 5, Trill 5 orilices spaced 4 ft apart aloe I Date: 6/0511"17 SCALE: NTS length of lateral. 1 rawin Tit e: I - 6. Orifice di��nncter— 1,4" _ P z �jec;t Tame: ,1 standpipe � ole � 7. Provide 4 ` ti Sts z� '�t iwi�d i"ft �a ( { (l Caliber §.I.b�/. Collision,- � Ilateral f�;i° fl=��� diiliiii�,ilia,. C isl--iersa,11 ad Albemarle Co, 3. yeorifice `wyy{ic ory this S#et { UrSeCtiO g details. 9.' `3. ».............. .................... _ _. . __.____ L._.._.._... .... __.._.._w__m_... _._. ... _................ . ,— (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE, 2" (51mm) LETTERS `D ® 03 (RECESSED FLUSH) (y��,, � [25mm] r f Q I �P CKHO�ES f 1 1/2" [38mm] 0 0 �, a r: M / W � (2) CORED T f / PICKBARS M1 1 1/8" (29mm) DIA BOSS 27 1/2" DIA 1 1 /2" [699mm] [38mm] M26 1/4" DIA [178mm /y0 ] 26" DIA 1 '1/2- 9 — � [667mm][660mm] -- [38mm] 1/4" (6mm) DIA 3 1/8" DIA NEOPRENE GASKET [79mm] Tf�24" 606mm] C I 28 7/16- DIA ( 5, j8" [722mm] 1 116mm] 23° DIA M [584mm] 36" DIA 25" DIA [914mm] [635mm] O.D. OF GASKET GROOVE FRAME SECTION SECTION ., M �Wy Z TD -15 241 Lia Miser Influent from �. Ti zit Unit Storage EIz1�•I',..eIii''r' Mira O 210 Gil lonsl 14" Surge/WorkingAlarm I ] Vol. , 315 Gallons 2 l" i'urr�p I 751 .gallon Pump Chamber 751 Gallon Pump Chamber Built Into Aquakle;ar .K6 %°45C✓ -5010 ATU Pt- ROADWAY #� 1 { C PAVEMEN ( CU =I -{ - i ' COATED STEEL BAND OR STAINLESS 42" MIN, 0,25" MIN, THICKNESS STEEL CASING INSULATORS 42" MIN. - STEEL CASING 12 CONCREE .�r��..�--BOTH ENfDSFILL I I I - I 2'-0" �' ❑R a' I �' ©R g' 12 0> 2'-0' DUCTILE IRON PIPE 18' OR 20' JOINT OF D.I, _I RESTRAINED JOINTS) NOTE: 1, STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, S, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT, WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N. T_, FIG. W-10� Union and Gate Valve ,u___.__._, Watertight Seal 2" SCh 40 Force Main. - Check Valve Concrete Top Scam Tank Desion Flow ate 13 prig I Dose olume 33 gal .°j of Doses i3be + I- Pump RunTirrie 3.5 min I Koontz t Johnson WiPum Off Trine 176.5 11901 Old Stage d, Chest r,` A hone: I_.. ..___.____ _,__,._______"_ 864-541-1436; www,k j�� rotip. °om I Tank Unit oltLit e � �15 gal/in it __.-- ...._ .__..____-.- NOTES: Date: 12/.29:/17 SCALE: TS 1. Minin um Emergency ency Storage -` 65 gal. Drawing Title: Project Name: 2, Minimum Surge oiiTe - 300 gal. 3, See Design. Report for spccifi aitons of°this Pump 1.1ank andCaliber C;ollisio ( package includingcontrols, alarm, acid control DosingLAlbemarle Co, VA i panel. A 1 i SECTION _.__m m EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 36I"MINI 24"MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING --BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE INNALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE: SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG: S-3 TD -34 &r9,. n �. ' A ,_' �� YP3i. VdtY Wf3ti s?Pe: ZOELLER ONSITE WASTEWATER PRODUCTS ..... ......• lf` 7. t .cE; lab°°nv.zII('sPPer.carrr (,'0ArWnE THECEFEA UR'Lo I . Du t (i -. (i It rprt t ct:orr, 15111521153 EFFLUENT SERIES irlr 1 53 m.. sI n+ . d'k h a gl s 'P'e i ( P For Pum rmfWdenfiftf,ak,l seif klws of Vkm 605,) (i: £ N41e r L SC p^ P F 0 R S E'T+C T[iiK L;,r. PFfE SWR_Pr✓t, I L FF) <r s A,v:t .'r_H +ir F 41.J.I .v7 1'?H p st, L tE al s' -id ¢4 EFFLUENT ° °•,9 -tei > A if' a... e. !Icil it -.�... J 1's1E[iW:F3LE: Model I � h3 hl 4 a �p (I ( Id. - 11,:" UPT DISCHARGE . x i nC Hz 34.-,r HIM, it ci(rr Mrmlitkaily :,.i.d.ntol-, er_ ..il::,« dov. ro._E,rn-.Cted. n Ott I 2pt I'LL .E' p ,1 -.i, rn.no_d3,:r, qIuQ1-P9 4:.4 r1 IL4 '.c M14 _C s.•.an;ta s Jpn te5al. n -,p t re (a L.. f 1,C) ill = ,,1!lt All Vs ndUdq i t Z PV., ri`t -; i PdflTh 'iz •3 ( ul, Ie l r t -n rrnni y mpurns ? 3h E, 18bC j183 LI')and pf pari", "I'.f,l �,nips ill , . "mliilC CyC':.. t:•qr-sirli., TOUGH, zr �, I if -`LTPL C d 771, i D , { i I € r t € 1 tuSadei 151 iH;€}de,s 1521153 CONSULT FACTORY FOR � SPECIAL APPLICKI IONS 7' p L „ '! MI RESERVE POWERED DESIGN UTILITY DETAILS 12EVISIONS I BY U Z Z 1L LL D Q V moo U Z Qi UJ lU i DI VIEW WTTH TOPOFF Z I 1 U J W /Z V Q O ' 1 I U'-- i c rr pp[I 'q €I O m(�LO .J W W � 0 J r' o N Q. cc X 0XQ i �_ _m UWI— (..,�.. ...........,,:..._ ._, m_____ ......."_... ._.. „,...... ,,,.sem-.-.e € "...a».i o orn i. Z V a SECTION - -A. INLETS AND OUTLET HAVE 4 INCH W CLOSED END BOOT SEALS W MEETS OR EXCEEDS ASTM 122f W AND ASTM 923 Z 1 i SECTION _.__m m EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 36I"MINI 24"MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING --BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE INNALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE: SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG: S-3 TD -34 &r9,. n �. ' A ,_' �� YP3i. VdtY Wf3ti s?Pe: ZOELLER ONSITE WASTEWATER PRODUCTS ..... ......• lf` 7. t .cE; lab°°nv.zII('sPPer.carrr (,'0ArWnE THECEFEA UR'Lo I . Du t (i -. (i It rprt t ct:orr, 15111521153 EFFLUENT SERIES irlr 1 53 m.. sI n+ . d'k h a gl s 'P'e i ( P For Pum rmfWdenfiftf,ak,l seif klws of Vkm 605,) (i: £ N41e r L SC p^ P F 0 R S E'T+C T[iiK L;,r. PFfE SWR_Pr✓t, I L FF) <r s A,v:t .'r_H +ir F 41.J.I .v7 1'?H p st, L tE al s' -id ¢4 EFFLUENT ° °•,9 -tei > A if' a... e. !Icil it -.�... 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W Z LLJV > U� I— 15 v J C0 Q 0 > U DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING 14 BACKFLOW DEVICE AND HEATED ENCLOSURE DATA I. USE THE ABOVE LISTED MANUFACTURERS, OR APPROVED EQUAL. SUBMIT SHOP DRAWINGS OF ALL BFP DEVICES AND ENCLOSURES TO RENSSELAER COUNTY FOR APPROVAL PRIOR TO ORDERING. 2. BUILDING CONTRACTOR TO INSTALL ENCLOSURE, INCLUDING CONCRETE MOUNTING PAD, PER MANUFACTURERS RECOMMENDATIONS. 3. CONTRACTOR TO CONTACT ENCLOSURE MANUFACTURER AND CONFIRM CORRECT ENCLOSURE MODEL BASED ON ACTUAL BFP DEVICE MODEL BEFORE ORDERING. 4. ALL BFP DEVICES AND ENCLOSURES SHALL BE INSTALLED IN ACCORDANCE WITH ACSA AND ALBEMARLE COUNTY STANDARDS AND REQUIREMENTS. N OTE: THIS PLAN REPRESENTS AN ACCEPTABLE METHOD FOR PLACEMENT OF A BACKFLOW PREVENTER do VAULT, HOWEVER, ALL LOCAL CODES VARY AND MUST BE ADHERED TO FOR VALVE ASSEMBLY. BACKFLOW PREVENTER VALVES PER LOCAL CODE REQ. -7 _ DI 45' FLANGE ELBOW (TYP) DI FLANGED SPOOL ABOVE GROUND BACKFLOW PREVENTER N.T.S. J ;c 11lcd lOti slab is 361 Y, ::"2 >, , The P is,d g i 1 t of unit 3, 3S lbs, « This i it i the, €_ Bl nnndpl GROUND LINE IQQIGATION BFPJ AND ENCLOSURE 5'xV BRASS 12€1' STORZ riv(, C'mmection F RCC, ST NDINO FDC WITH KNOX CAIl 111LN1 I1 ILA I I HN 4` II��IV, S40 x ffAN PLATT m TIAL 48 4' SCH I)ULL 40 4 COMPANION GAL ANTI D PIPE `_'FLANGE ANII N � LL L0NCR TE PAD 5f SPIG01 I" x 4 a& #3 MECHANICAL JOINT PO fid/ E ALUU i STRAINI'S­ " AUTOMATIC DALLY DRIP, DRAAIN � VALVE LOCATED GRAVEL DRAIN AT LOWEST PUNT FIELD TO BE IN PT INN SIZED. TO ADEQUATELY C CIOm m n im r IIPAI`A�, NOTES: 1. THE FIRE DEPARTMENT CONNECTION FDC SHALL BE A FREE STANDING AND REMOTE FROM THE: BUILDING AT A MINIMUM DISTANCE FROM THE BUILDING EQUAL TO 100% OF THE HEIGHT OF THE EXTERIOR WALL 2. THE FDC SHALL BE EQUIPPED WITH A SINGLE FIVE (5) INCH STORZ CONNECTION AND SHALL HAVE A 30-45 DEGREE DOWNWARD DEFLECTION. THE STORZ CONNECTION SHALL CONNECT TO THE PIPE OUTLET FROM THE BUILDING USING NATIONAL STANDARD THREADS. THE FDC PIPING UNDERGROUND SHALL BE EQUIPPED WITH A BALL DRIP VALVE TO ENSURE THERE IS NO STANDING WATER IN THE CONNECTION AND THAT THE PIPING DOES NOT FREEZE. 3. THE FDC SHALL BE ARRANGED TO FACE A PAVED ROADWAY, SIDEWALK OR OTHER APPROVED AREA AND SHALL BE INSTALLED SO THAT IT WILL NOT INTERFERE WITH ACCESS TO THE BUILDING. THE FDC SHALL BE LOCATED WITHIN 100 FEET OF A FIRE HYDRANT. 4. THE FDC SHALL BE ARRANGED SO THAT THE CONNECTION IS NO MORE THAN 48 INCHES ABOVE THE FINISHED GRADE, SIDEWALK OR LOCATION OF THE CONNECTION. 5. THE STANDING PIPE TO THE CONNECTION SHALL BE PAINTED RED AND WITH 4 INCH WHITE LETTERS "FDC" APPLIED ON TOP OF THE RED PAINTED PIPE. 6. WHERE THE FDC IS SUBJECT TO VEHICLE DAMAGE, THE CONNECTION SHALL BE PROTECTED PER INTERNATIONAL FIRE CODE 312. REMOTE FIRE DEPARTMENT CONNECTION (FDC) NOTES: I. REGARDLESS OF DEPTH OF COVER, PIPE MUST BE SCHEDULE 40 PVC. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED. 4. CONNECTION OF ROOF DRAINS TO DOWNSPOUTS SHALL BE OPEN WITH DEBRIS SCREEN TO ALLOW OVERFLOW SHOULD ROOF DRAIN BECOME BLOCKED OR SURCHARGED IN HEAVY RAIN. W s /.S M/N/MUM SL OPE SEE NOTE a2 SEE GRADING � DRAINAGE PLANS FOR SIZE OF COLLECTOR DOWNSPOUT COLLECTOR NOT TO SCALE V-4" MIN, SELECT BACKFILL COMPACTED TO 95% STD PROCTOR DENSITY (MIN.) USE RELATIVE DENSITY TEST PER ASTM -4253 & ASTM D-698 3) 4" DIAMETER CONDUITS *WFOR PIPES AND CONDUIT LESS THAN 6" IN NOMINAL DIAMETER, AND FLAT BOTTOMED, MULTIPLE -DUCT CONDUIT UNITS, HAND -EXCAVATE TRENCH BOTTOMS AND SUPPORT PIPE AND CONDUIT ON AN UNDISTURBED SUBGRADE,)K)K 4" ELECTRICAL E TELEPHONE CONDUIT TRENCH SECTION SCALE` N.T.S. VARIES SELECT BACKFILL :OMPACTED TO 95% STD PROCTOR DENSITY :MIN,) USE RELATIVE DENSITY TEST PER )STM -4253 & ASTM D-698 ONDUITS wwFOR PIPES AND CONDUIT LESS THAN 6" IN NOMINAL DIAMETER, AND FLAT BOTTOMED, MULTIPLE -DUCT CONDUIT UNITS, HAND -EXCAVATE TRENCH BOTTOMS AND SUPPORT PIPE AND CONDUIT ON AN UNDISTURBED SUBGRADE,** 10 OR SMALLER ELECTRICAL CONDUIT TRENCH SECTION SCALE N.T.S. THREADED PWC CLEANOUT PLUG GRADE SURFACE AWAY FROM CLEAN OUT A ADJUSTABLE HEAD t2" NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. I °O o 00-00.00°0.oO� °O0. o O o o 0.Z 0000 i 0.0.° .06 HEAVY DUTY FRAME AND COVER W/ LETTERS "C.O." CAST IN COVER 1" IN GRASSY AREA 0" IN PAVED AREA 4" MIN. 2500 PSI P.C. CONCRETE COLLAR II SIZE OF RISER PIPE PER LOCAL CODES III 45' BEND 0 00 CRUSHED STONE PER LOCAL CODES O°o O 000�— 00 0 ° Oo° 0 00°° ° ° Oo 0 °o Oo o°o O 0 o O° DIRECTION OF FLOW ° o °;,00 0 — i �_ ° O ° O OoOoo = ° o0. O Oo ° O°Oo ° ° 000 0 00 ° Oo PLUG WYE IF SERVICE LATERAL WYE—/ HOTBOX ENCLOSURE MOUNTING PAD BACKFLOW DEVICE BACKFLOW MODEL MODEL DIMENSIONS I" IRRIGATION (RPZ) I" WATTS LF909 HB_I 36" x 22" x 4" I. USE THE ABOVE LISTED MANUFACTURERS, OR APPROVED EQUAL. SUBMIT SHOP DRAWINGS OF ALL BFP DEVICES AND ENCLOSURES TO RENSSELAER COUNTY FOR APPROVAL PRIOR TO ORDERING. 2. BUILDING CONTRACTOR TO INSTALL ENCLOSURE, INCLUDING CONCRETE MOUNTING PAD, PER MANUFACTURERS RECOMMENDATIONS. 3. CONTRACTOR TO CONTACT ENCLOSURE MANUFACTURER AND CONFIRM CORRECT ENCLOSURE MODEL BASED ON ACTUAL BFP DEVICE MODEL BEFORE ORDERING. 4. ALL BFP DEVICES AND ENCLOSURES SHALL BE INSTALLED IN ACCORDANCE WITH ACSA AND ALBEMARLE COUNTY STANDARDS AND REQUIREMENTS. N OTE: THIS PLAN REPRESENTS AN ACCEPTABLE METHOD FOR PLACEMENT OF A BACKFLOW PREVENTER do VAULT, HOWEVER, ALL LOCAL CODES VARY AND MUST BE ADHERED TO FOR VALVE ASSEMBLY. BACKFLOW PREVENTER VALVES PER LOCAL CODE REQ. -7 _ DI 45' FLANGE ELBOW (TYP) DI FLANGED SPOOL ABOVE GROUND BACKFLOW PREVENTER N.T.S. J ;c 11lcd lOti slab is 361 Y, ::"2 >, , The P is,d g i 1 t of unit 3, 3S lbs, « This i it i the, €_ Bl nnndpl GROUND LINE IQQIGATION BFPJ AND ENCLOSURE 5'xV BRASS 12€1' STORZ riv(, C'mmection F RCC, ST NDINO FDC WITH KNOX CAIl 111LN1 I1 ILA I I HN 4` II��IV, S40 x ffAN PLATT m TIAL 48 4' SCH I)ULL 40 4 COMPANION GAL ANTI D PIPE `_'FLANGE ANII N � LL L0NCR TE PAD 5f SPIG01 I" x 4 a& #3 MECHANICAL JOINT PO fid/ E ALUU i STRAINI'S­ " AUTOMATIC DALLY DRIP, DRAAIN � VALVE LOCATED GRAVEL DRAIN AT LOWEST PUNT FIELD TO BE IN PT INN SIZED. TO ADEQUATELY C CIOm m n im r IIPAI`A�, NOTES: 1. THE FIRE DEPARTMENT CONNECTION FDC SHALL BE A FREE STANDING AND REMOTE FROM THE: BUILDING AT A MINIMUM DISTANCE FROM THE BUILDING EQUAL TO 100% OF THE HEIGHT OF THE EXTERIOR WALL 2. THE FDC SHALL BE EQUIPPED WITH A SINGLE FIVE (5) INCH STORZ CONNECTION AND SHALL HAVE A 30-45 DEGREE DOWNWARD DEFLECTION. THE STORZ CONNECTION SHALL CONNECT TO THE PIPE OUTLET FROM THE BUILDING USING NATIONAL STANDARD THREADS. THE FDC PIPING UNDERGROUND SHALL BE EQUIPPED WITH A BALL DRIP VALVE TO ENSURE THERE IS NO STANDING WATER IN THE CONNECTION AND THAT THE PIPING DOES NOT FREEZE. 3. THE FDC SHALL BE ARRANGED TO FACE A PAVED ROADWAY, SIDEWALK OR OTHER APPROVED AREA AND SHALL BE INSTALLED SO THAT IT WILL NOT INTERFERE WITH ACCESS TO THE BUILDING. THE FDC SHALL BE LOCATED WITHIN 100 FEET OF A FIRE HYDRANT. 4. THE FDC SHALL BE ARRANGED SO THAT THE CONNECTION IS NO MORE THAN 48 INCHES ABOVE THE FINISHED GRADE, SIDEWALK OR LOCATION OF THE CONNECTION. 5. THE STANDING PIPE TO THE CONNECTION SHALL BE PAINTED RED AND WITH 4 INCH WHITE LETTERS "FDC" APPLIED ON TOP OF THE RED PAINTED PIPE. 6. WHERE THE FDC IS SUBJECT TO VEHICLE DAMAGE, THE CONNECTION SHALL BE PROTECTED PER INTERNATIONAL FIRE CODE 312. REMOTE FIRE DEPARTMENT CONNECTION (FDC) NOTES: I. REGARDLESS OF DEPTH OF COVER, PIPE MUST BE SCHEDULE 40 PVC. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED. 4. CONNECTION OF ROOF DRAINS TO DOWNSPOUTS SHALL BE OPEN WITH DEBRIS SCREEN TO ALLOW OVERFLOW SHOULD ROOF DRAIN BECOME BLOCKED OR SURCHARGED IN HEAVY RAIN. W s /.S M/N/MUM SL OPE SEE NOTE a2 SEE GRADING � DRAINAGE PLANS FOR SIZE OF COLLECTOR DOWNSPOUT COLLECTOR NOT TO SCALE V-4" MIN, SELECT BACKFILL COMPACTED TO 95% STD PROCTOR DENSITY (MIN.) USE RELATIVE DENSITY TEST PER ASTM -4253 & ASTM D-698 3) 4" DIAMETER CONDUITS *WFOR PIPES AND CONDUIT LESS THAN 6" IN NOMINAL DIAMETER, AND FLAT BOTTOMED, MULTIPLE -DUCT CONDUIT UNITS, HAND -EXCAVATE TRENCH BOTTOMS AND SUPPORT PIPE AND CONDUIT ON AN UNDISTURBED SUBGRADE,)K)K 4" ELECTRICAL E TELEPHONE CONDUIT TRENCH SECTION SCALE` N.T.S. VARIES SELECT BACKFILL :OMPACTED TO 95% STD PROCTOR DENSITY :MIN,) USE RELATIVE DENSITY TEST PER )STM -4253 & ASTM D-698 ONDUITS wwFOR PIPES AND CONDUIT LESS THAN 6" IN NOMINAL DIAMETER, AND FLAT BOTTOMED, MULTIPLE -DUCT CONDUIT UNITS, HAND -EXCAVATE TRENCH BOTTOMS AND SUPPORT PIPE AND CONDUIT ON AN UNDISTURBED SUBGRADE,** 10 OR SMALLER ELECTRICAL CONDUIT TRENCH SECTION SCALE N.T.S. THREADED PWC CLEANOUT PLUG GRADE SURFACE AWAY FROM CLEAN OUT A ADJUSTABLE HEAD t2" NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. I °O o 00-00.00°0.oO� °O0. o O o o 0.Z 0000 i 0.0.° .06 HEAVY DUTY FRAME AND COVER W/ LETTERS "C.O." CAST IN COVER 1" IN GRASSY AREA 0" IN PAVED AREA 4" MIN. 2500 PSI P.C. CONCRETE COLLAR II SIZE OF RISER PIPE PER LOCAL CODES III 45' BEND 0 00 CRUSHED STONE PER LOCAL CODES O°o O 000�— 00 0 ° Oo° 0 00°° ° ° Oo 0 °o Oo o°o O 0 o O° DIRECTION OF FLOW ° o °;,00 0 — i �_ ° O ° O OoOoo = ° o0. O Oo ° O°Oo ° ° 000 0 00 ° Oo PLUG WYE IF SERVICE LATERAL WYE—/ DOES NOT CONTINUE EE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION CLEAN OUT NOT TO SCALE UTILITY DETAILS QEVISIONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING GRADNG E MANAGE NOTES I. ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PLANS PREPARED BY FREELAND is KAUFFMAN, INC., THE CURRENT REQUIREMENTS OF ALBEMARLE COUNTY, APPLICABLE SECTIONS OF THE VADOT STANDARD SPECIFICATIONS, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. ALL EXISTING STRUCTURES, FENCING, TREES, ETC., WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF-SITE, UNLESS OTHERWISE NOTED TO REMAIN. BURNING ON-SITE SHALL NOT BE ALLOWED. 3. ALL DRAINAGE STRUCTURES SHALL BE PRE -CAST AND SHALL MEET VADOT MINIMUM REQUIREMENTS, 4. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 5. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND THE EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 6. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. 7. NO SLOPES SHALL EXCEED 211 IN ANY CASE. 8. AN AS -BUILT DRAWING OF NEW UTILITY SERVICES AND STORM DRAIN LINES MUST BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. STORM PIPE MATERIALS SHALL MEET ALBEMARLE COUNTY/VADOT STDS. 10, THE CONTRACTOR SHALL ADHERE TO ALL TERMS � CONDITIONS AS OUTLINED IN THE N.P.D.E.S. GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. II. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY MATTERS, LLC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER INLETS AND MANHOLES FOR REVIEW PRIOR TO ORDERING. 14, SLOPES 3:1 AND STEEPER SHALL BE TRACKED AND SEEDED WITH PERMANENT SEED IMMEDIATELY UPON INSTALLATION, GRADING INSET (I' =10') 'X5' AREA NOT - TO EXCEED 2% TW:73.17 IN ANY BW:72.67 I DIRECTION TW:74,75 72.55 B* 72.75 5'X5' AREA NOT TO EXCEED 2% IN ANY DIRECTION 72.75 TW:73.25 13*72.75 72.75 6.67% 72,65 5% 73.15 TC;73.05 � BC 72,55 T SIDEWALKS SHALL NOT EXCEED 5% LONGITUDINAL SLOPE A NOR 2% CROSS SLOPE TW74.5 BW: 74.0 74,0 5% T 9 KBEMARIE COUNTY SAL CON570JMM NOTES FOR STORWAM MANNT PLAINS, I. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES, 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES, CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. \\\ \ ---- �\ �_ ____ "' \,\, - \ , I � - \ /,"""', 1, \ " \",\, \\,\ N /F Willoughby Property Owner's Association, Inc. RETAINING WALL NOTE: TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THIS PLAN ARE INTENDED TO REPRESENT APPROXIMATE FINISHED GRADES AT THESE LOCATIONS. CONTRACTOR SHALL REFERENCE RETAINING WALL DESIGN PLANS FOR ADDITIONAL ,INFORMATION � DETAILS. \ C/U Real Property, Inc. \`�� F�M P I D: 076M2-01-00-000BO a k�3 dYlt i 1 !,: fC ��\_ Z DB. 3814; PG. 19.3 e! 3: �r 5 1 f)t i b f F \�\-� �� �I�le � Zone: PUD ,�.,.53�,r.,W- "' ' __/1100 , \ _%1��?n�� \ RFS �� \\ �r - ��-., _\� \\\ \ EVERY DIGGING JOB REQUIRES ACALL -EVEN �� , \\ \ \ \-- \- \ \\ F SMALL PROJECTS LIKE PLANTING TREES OR \_ � \ _ _� _ \� \\\ \�A_ SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY p �� \� \\- `--- -� \\\ `� \ LINE WHILE DIGGING, YOU CAN HARM YOURSELF FQ�• \ \\ \\�\' OR THOSE AROUND YOU, DISRUPT SERVICE TO ii \ _ _ \\ \ \\ \ \ \ \;\ AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE R \� \ \ \\ \ \\� \ \ \ RESPONSIBLE FOR FINES AND REPAIR COSTS. \��� _ \_\\\\� �\\\\\�\\\\ � `, \ \ SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR LOCATION MAP \\ � \� \\\ ; \` \ -� - �\ ;-- � \� - -- \-- \-- A PROFESS I ONAL EXCAVATOR, ONE CALL TO 811 --_'\� �<�..,� \ .\\ ,\�\\\\--��\ \ \\\_ \ GETS YOUR UNDERGROUND UTILITY LINES " ' \ ��\ �� \ \\ \\\\\\ � -�_�\\ � \ \ SCALE: 1 =1, 000 \\ `\\\ MARKED FOR FREE.,--- ,�_ - - ��:��:��---_�--��_--,,��-,��--_ _::_�<--_<�-_ I ___ I -_-_ <��­',,'�� --:-"�\-----��----:::�--��--:::�----�--���--��:���-- - -_ --<-_<_-�--::��­-� - ____ I �____��___�___:�_ � , '� ::::� _,:::�__� __:�_ ,�_ __ __ - - __�_ __ __� - - - __�_ - _::�_ _��_ _____ � �� ���� / - - I �- - � _-::�:�� - - :�� _��, - ::�_ - - _: � __E,��-::�-�-�-�-:::�- - -�- ��-:� _<-_ -��- ---:� -- - -�- ____ _� - 1 '4""""`IIIII"I`.,.,......,,,.,, _� � �� __�__ / :�-�-��--��- _� � _::� , - - �\ _� NGF ��\� \\\\�� _�\\�_�_:� �\ \\\ . \\\ \\\\\\\\ ��\ \\ \\�\\\\\\�\ \\ \�� ,\\\_ �� Avon Hol i ngs, LLQ. - _\- � \\-_�\� �\\_���'�\�\� \\\ �� ��\\ ___:�- \\\\\�\\ `\ \ \\\, \\ � \ \ � \ \ �\� \ \ PID: �77(JO-GG-0U-011E0 \`�\���'�\�`�\\\�� �� \�\\� �\ �;:��;�� \ \ ����\ \ -� �\ \\�_\�\�\�\ \\\�\� \\\\\�\��\\\��;�\\� �-�\��\�, DB- 2872, PG. 510 \`\� \\ \� \ \�� \ � \` \-,,\---\\ ��--�\ \\ \ ;\\\.\\ \ \ \\\\\\\_\\ \' \ \ \�\\\\ \\\ Zone: PUD .\ \'�\::\�\ �,. `� \ - ,;� -_ -\ \ - �\- \-� \\\ -�---,- _ \\\\\\\\\� �� \ \ \\ �\\ ,\\\\\.\,,-\ _� __ - ��_\ \\�� �� ��� ���� \�<�.;..�\\.�;\\\\\\� __ \\\_\�\\ -_\� ' \\\\\ �\� \ _: \�_ � �� \\\\\ \� \ \\\\�\\\�\\\\\\\�_ _ - \_\\:;���_ �✓ iii---� ��-��� _�'l p --:�-- ----- -- -::�-z�--- --��- ,�-�,-,',��-::�>:3:�:-��--�------- --_�-��---__--:::�- -Z:��- ::��- -_� L__ � - _:::�_ Z:�_ - I- - - � �l - , " '§� �, --_ � �� L :41,� - 61,io / z "I( �. \ \ - -� �\ \�. \\ \\\ ,\\\ \ \' \ \ \\\\ \\\ � .\ �� �\ \ \ \ \ <� ��� �� �� ��� �� `rl; \moi -� , \ \ I / I U \,_ ;_ .\' \ \ _\ \ \ \ \ \ \.\,� 1 I 1: 1 I. \ \\ j 1- \\ \ \' O PID: � - / \ %111 �k I - 1'� , ,�, � _::�� _:�� - _,� _::_ - __ _,:��, _�_ - - ::,:�,� ( , II I \� \\l I I I I IIIA - \ I I \ 11 �'-�'- ,,�- _ ' � III 1 I I I I\��\ _ \! i \- \\� I I I 0,\-, 0 \\ 1 1 1 I I I I I I :III I I I I' I I I I \ '% _\ � �\�. 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EMERGENCY SPILWAY f , \7 "\17 I " ;\`'\\ \ \,' , \ \ - _ \ p `'_Y 1 I I FLUME (S SITE \\ �' I ( (SEE DETAIL) /fir. ; ' .� ; ` \ \ \,. \ \ \` \\ \ \ �/ `_ _ \ \ \ . \ �,.� 11 DETAIL) y _ I i 70.05 70.05 1W I ; r t �; \ \� \ \ \ �\ \ \\ \ \ \\ �<<\___ \ \ \ I I Irl I I'I I S \ 47Q 1 470 _ \ \\ \; �,.; \\ \ \\\ \ _/�= \ 472 \ J 2 h 4709 \ : \`\ \ . ; \ \ \`�. \\ \\ %�� �� \ \ \ I 1 i I 1 ` _ - 413 2:1 \ \ o�AEG) `•�\\\ ` \\'�` , \ \\"\��\\,\ � ��, /� \\ \ \ \ \, \�\\ _ - C I I A75 I \ \ \ \ \\\ \\ \ '\ , , , \, . \\. \ \, .•\ \\� \\\ \ / \�� � . \�. '�\ \ l3� I I - � 70B \ \\\ \ \ \.\ ,\ \ -- I L� I r l 1.6� � / 726 / 4%/ \ 8 \\ \ \, \ \\ \ \ '\\'\, \\\\\ \\,\�\.\ \\\\`f\ 1//_ \_ `-' \ \ I } � / - I ETENTION SYSTEM - (SEE DETAILS) ❑ o \ \, ;\:\ ;\ \;\ \ \ \ \ \\ , \ ,;' \)111 ' ' - � � \\ � � I 7" I III _ 465 \\ ;' ; \ \' \ ' ' \\\ \ \\\ �I� 1II I I _ - - - 466 \ 1\\ f�. Buildi�g Setback. 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L rte..._. 4�3 472 \ 4>/ 4 705 \ I 1\ \\ 6 9 ^ \ \\\lz \ RELIEF SWALE \ 7335 - - \ \ \ p I 738 W 732 \ \ I \ \ (SEE SITE \ ,\ \'� \ _ / / ,C - \ I 70.96 Tc R8 \ 1 \ \\ \ z DETAILS) \ \ \ \ LL \ I ME� / \ \ \ � 7 � ,' r \\. Q i I � I i \ `.. \ 734 .705 / I \ \ I I C S I rnnao I �- I - ''-SEE CROSS SECTION 74'5 A -A THIS SHEET 73.08 TC�73.0 BC:72.5 5'X5' AREA NOT 74 85 TW:75.35 TO EXCEED 2� 73.11 0 IN ANY 1% DIRECTION 11 I I I I I BW 75,0 \ 11, \ 474 \ 70.7 \ \ UAEG) / N /F 11 III I I \ \ I \ � URE ADEQUATE Gregor y A I I e n `Love )r % � fi 1 I I \ \ I en r-\ DRAINAGE TO INLET PID: 07700-00-0001100/ / I I I I \ \ -� `s I DB. 2798, PG. C 43 / / -� I I I I I \ / " I / , (IS MIN SLOPE) I I I I I I I I I I I \ f-=.,:,� / TC 730 I\ / Zone: HC / I 1 I I I I I I \ \ \ \ gC\7Z5 I �\ \ 1(7136 TDVO.86 / 1.6� TC:M0 \ _ 7355 TAPER CURB FRO 745 BC,±70.36 1 I I 80745 ° 6' TO O' OVER 15' TC174A TWU A \ '' I ` aIEG) / I I I I 1 ,\ BC=739 BCI729 �. V \ / I I I I I I I I I \, 74A BC:75.0 \ 16\ 74.38 TC -75.0 ° .1 . 705 / / rn 7 I \\ 749 '\ BC'75o 74.95 `' \\ .. v 7175 I \�° I j' I BWI - - ? `T MI ( rL I I I I I 75.0 \ 75.0 \ 750 -__� 75.0 \ v �� \ LSI \ \\\ \ I I 150' Ex. Shared Driveway Easement T I I I I I I I 1 79.0 \ TAPER CURB FROM I\Tc:722 PB. 3471, Pc. 411 I I I I I I I \\ 6" TO 0' OVER 15 BC 722 I \\ I I PB. 4137, Pc. 332 I LLC I 1 1 1 1 I I I \ . WATER -PROOFING \ \ -_ ` SHALL T NOT � \ q TAPER CURB FROM 011 F o I I I I % REQUIRED RE: ARCH. - 7255 \ 6" TO O' OVER 15' _1 to i I I 1 I 1 \ C �;\� I B E R �.. \ �: GRADING,,,' EXCEED \ \ \\ � \ \\ I I I I I I I I I \ \C 0 L L 1-S1 G N INSET THIS DIRECTION i W \ \ \ I I I I \ SHEET W\ TC:72.95 I I I I I I I \ PROTO 186 \ SIDEWALKS SHALL D'a I \ \ 0\ BC:72,45 1 1 I I III I I \ 18,635 S.F. NOT EXCEED 5% \ III I III POSITIVE DR TO ENS FSE �� \, LONGITUDINAL \ I I I I POSITIVE DRAINAGE AWAY I L. I I I 5 O \, SLOPE NOR 2� \ ": I CROSS SECTION A -A_ / ANDRAIL AT TOP OF CAST IN PLACE WALL (RE:SITE DETAILS E WALL PLANS FOR HANDRAIL DETAILS) z AST IN PLACE WALL m MULCH f SM-�I / /,-6' RAISEDSIDEWALK PARKING CAST IN PLACE WALL \ STIR. # FROM BUILDING (TYP.) RIM/THROAT INV. IN INV. OUT I 1) I 1 467.21 465.00 (2) 3.00% CROSS SLOPE DOUBLE COMBINATION INET , i I I I l I / I �` 20' utility. & Drainage 795 Faseh nt _ PB. 3471 rte. 41 1 / 1 �� I I 1 41:! I TC M95 I I \-' _ __r COMBINATION INET _ , % -- _ � - - -_ • WATER 5'X5 AREA NOT - BC 7235 I' __ I \ � \, -PROOFING / - - REQUIRED, RE ARCH. - TO EXCEED 2% IN ANY DIRECTION /0 I _ - 72 461,75 (6) I POND OCS j 74,86 � \ - �--- I 79.5 1� - - �' �� / R1h t / I 11 745 473 �' � �, _ 1 _ - / - - - � - 414 � 726 472 7Yb I I 7U K41 -- A NWNL_� AT INE - i - ��-- /1, /_/__�� _�, 7 ----- -- -- - - - -- - _--x --_ ------ -\Nr - , i1M -� --- - - �-_--- __-------__'`-_-__ ---- .--- \ - _ - _ __ _ _ sob - - sa6 sob sp6 - sp6 s 6 - - s - s_�-1-5" C�""� s / ;' _`-_j J_ / _ \ a I STORM SEWERS SHAH BE AS FOLLOWS UNLESS OTHERWISE NOTED: �____ - __ - - - - / ALL STORM SEWER SHALL BE WATER TIGHT, r I - -.I - - �o �: _ _ REINFORCED CONCRETE PIPE (RCP): ASTM C76 CLASS III MINIMUM - , - LEGEND ,w PROPOSED CONTOURS ___I009___ EXISTING CONTOURS fo SPOT ELEVATION M,E,G. MATCH EXISTING GRADE PROPOSED STORM DRAIN --� DRAINAGE FLOW ARROW STORM DRAIN STRUCTURE TABLE STIR. # TYPE RIM/THROAT INV. IN INV. OUT I F.E.S. 467.21 465.00 (2) 3.00% 2 DOUBLE COMBINATION INET 470.80 18' 465.81 (1) 3 F.E.S. 471.00 465.00 (4) 30' 4 COMBINATION INET 470.50 460.50' 465.28 (3) 6 MANHOLE 466.33 460.65 (7) 460.55 (9) 7 MANHOLE 468.33 461.85 (8) 461,75 (6) 8 POND OCS 468.50 46254 (7) 9 ENERGY DISSIPATING HEADWALL 463.19 1 460,50 (6) Storm Drain PIPE TABLE STORMDRAIN PIPE SIZE LENGTH SLOPE INV. IN INV. OUT 2 - 1 18' 27' 3.00% 465.81' 465.00' 4 - 3 18' 28' 1,00% 465.28' 465.00' 6 - 9 30' 5' LOOS 460.55' 460.50' 7 - 6 24' 110' 1,00% 461.75' 460.65' 8 - 7 24' 69' 1.00% 46254' 461.85' GRADING PLAN 0 30 60 1 1 1 1 scALE r - 3o' REVISIONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING 490 485 475 470 465 (2) 18' INFLOW PIPE FLARED END SECTION (SEE DETAIL) 460 455 450 24" CLASS III RCP OUTLET EXTEND RISER ±12" BELOW BOTTOM OF POND TO INSURE SUMP AT OUTLET AND ADEQUATE STABILIZATION OF BASE POND SECTION NOTE: PHASE I POND CONFIGURATION - 25 -YR STORAGE EL.: 468.84 l VERT. SCALE r 4' no eo HCRQ. SCALE r • 40' 490 485 475 470 CORE IN FILL CORE DIKE (RE: IETAIL, SAME 465 460 455 450 20' TURF RE, GRAM PLAN FOR REINFORCEMENT EMERGENCY SPLLWAY EMERGENCY LOCATION Lu TRASH RACK - PER VDOT DETAIL - INCLUDE - DI " ANTI -VORTEX VERTICAL PLATE WITHIN CENTER z OF RACK Lu U 5' / I 4' TOP OF 5' x 5' CONC. RISER, EL. = 468.50 4" WEIR, EL. = 467.25 4" ORIFICE, EL, = 467.25 0 z J QL UJIw U TOP OF CLAY �AT TOP OF BERM EXISTING --_ _ GRADE _ _ 4 /\ �� -- _ — (MINJ�! CLAY KEY' TO BE PLACED IN EXISTING 1 GRADE 5' BOTTOM OF SKIMMER PLATE, EL. = 466.75 4 2" DIA, TEMP, SKIMMER ORIFICE (SCH 40 PVC), EL = 466.25 (REFERENCE DETAIL) DIA, PERMANENT ORIFICE,= 465.0 (POND BOTTOM) (ORIFICE SHALL BE PLUGGED DURING PHASE 1) (SEE ORIFICE DOWNTURN PROTECTION DETAIL THIS SHEET) INV. OF BARREL, EL = 462,5 i' BOTTOM OF STRUCTURE EL = 462.5 / 7'X7'x1.5ANTI-FLOTATION CONCRETE BASE / 777777, COMPACTED SUBGRADE OR Sc!,'IIVN °'^'^'^'"'""'E ELEVATION DETENTION POND OUTLET STRUCTURE DETAIL SCALE= N.T.S. NOTE • 'T4 E CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT CONTROL MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATION.' • 'RETENTION/DETENTION AREAS SHALL BE SUBSTANTIALLY COMPLETE PRIOR TO ANY CONSTRUCTION ACTIVITIES THAT MAY INCREASE STORMWATER RUNOFF RATES. THE CONTRACTOR SHALL CONTROL STORMWATER DURING ALL PHASES OF CONSTRUCTION AND TAKE ADEQUATE MEASURES TO PREVENT THE EXCAVATED POND FROM BLINDING DUE TO SEDIMENTS' • 'ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING, FERTILIZER AND MULCH, HYDROSEED AND/OR SOD.' • 'DEVELOPER/CONTRACTOR SHALL RESHAPE PER PLAN SPECIFICATIONS, CLEAN OUT ACCUMULATED SILT, AND STABILIZE RETENTION/DETENTION PONDS) AT THE END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED AND PRIOR TO REQUEST FOR INSPECTION.' rem CLAY MATB2X TO BE USED FOR CORE MET BE TYPE 'C.' OR "CEI' MATERIALS, AS C.ASSFED BY TEE L� SOL CLASWrATM SYSTEM MATERIAL CLASSFlCATICN W.ST BE DETERMNED BY, OR N TEE PRESENCE OF, TEE NDffVCEW TESTNG FM CONSTRUCTION NOTE: THE INTENTION OF THIS PLAN IS THAT THE PERMANENT 5'x5' CONCRETE DETENTION POND RISER STRUCTURE WILL BE USED AS THE SEDIMENT BASIN RISER STRUCTURE DURING CONSTRUCTION, HOWEVER, THERE ARE REQUIRED DIFFERENCES BETWEEN THE SEDIMENT BASIN RISER AND THE PERMANENT POND RISER, INCLUDING: • THE 3' ORIFICE AT EL. 465.0 SHALL INITIALLY BE PLUGGED DURING PHASE I (NOT TO BE UNPLUGGED UNTIL FULL SITE STABILIZATION), • DURING PHASE I, A TEMPORARY 2" ORIFICE AT 466.25 SHALL BE UTILIZED FOR THE SEDIMENT BASIN SKIMMER. ONCE THE SITE HAS BEEN FULLY STABILIZED, THE SKIMMER DEVICE SHALL BE REMOVED AND THIS ORIFICE SHALL BE CLOSED PERMANENTLY WITH GROUT. *SEE EROSION CONTROL DETAILS FOR SKIMMER DETAILS PROVIDE STEPS PER VDOT STANDARDS AT 16' O.C. ON INTERIOR AND EXTERIOR OF STRUCTURE 24' CLASS III RCP OUTLET BARREL POND OUTLET BARREL SHALL HAVE WATER TIGHT JOINTS IN ACCORDANCE WITH ASTM C 361 AND C443. FILL BOTTOM OF RISER (BELOW INVERTS) WITH NON -SHRINK GROUT STORM SEWERS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: • ALL STORM SEWER SHALL BE WATER TIGHT. • REINFORCED CONCRETE PIPE (RCP): ASTM C76 CLASS III MINIMUM Lu z Lu z Lu U 5' 4' 4 SECTION list 3" DIA, PVC 90' ELBOW INV.: EL = 465.0 EXTEND 90' ELBOW DOWNWARD 6' PROVIDE 6' MIN. 3, CLEARANCE FROM ANY SURFACE EL=462.01 LOW FLOW ORIFICE PROTECTION DETAIL N.T.S. DRY POND SECTION SPEET REVISIONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING 17 EXISTING GRAD TOP OF BER 20' WIDTH EL. 470.0 EMERGENCY _PRPOSED GRADE TOP OF RISE SPILLWAY -- -- 100 -YR STORAGE _EL. 468.5 EL 468.95 (EL. 469.5) INSTALL CLAY 2:1 v v 10 -YR STORAGE EL.; .468.46_ 2:1 SECTIONS OF CLAY CORE [ v I_YR. STORAGE EL.:. 467.04 SHEET) 0.5% TORM OUTLET RIP RAP PER DETAIL (TYP. RE: GRADING PLAN) SEE STORM DRAIN- RATPR PROFILES FILES FOR DESIGN OF SITE STORM DRAIN 24" CLASS III RCP OUTLET EXTEND RISER ±12" BELOW BOTTOM OF POND TO INSURE SUMP AT OUTLET AND ADEQUATE STABILIZATION OF BASE POND SECTION NOTE: PHASE I POND CONFIGURATION - 25 -YR STORAGE EL.: 468.84 l VERT. SCALE r 4' no eo HCRQ. SCALE r • 40' 490 485 475 470 CORE IN FILL CORE DIKE (RE: IETAIL, SAME 465 460 455 450 20' TURF RE, GRAM PLAN FOR REINFORCEMENT EMERGENCY SPLLWAY EMERGENCY LOCATION Lu TRASH RACK - PER VDOT DETAIL - INCLUDE - DI " ANTI -VORTEX VERTICAL PLATE WITHIN CENTER z OF RACK Lu U 5' / I 4' TOP OF 5' x 5' CONC. RISER, EL. = 468.50 4" WEIR, EL. = 467.25 4" ORIFICE, EL, = 467.25 0 z J QL UJIw U TOP OF CLAY �AT TOP OF BERM EXISTING --_ _ GRADE _ _ 4 /\ �� -- _ — (MINJ�! CLAY KEY' TO BE PLACED IN EXISTING 1 GRADE 5' BOTTOM OF SKIMMER PLATE, EL. = 466.75 4 2" DIA, TEMP, SKIMMER ORIFICE (SCH 40 PVC), EL = 466.25 (REFERENCE DETAIL) DIA, PERMANENT ORIFICE,= 465.0 (POND BOTTOM) (ORIFICE SHALL BE PLUGGED DURING PHASE 1) (SEE ORIFICE DOWNTURN PROTECTION DETAIL THIS SHEET) INV. OF BARREL, EL = 462,5 i' BOTTOM OF STRUCTURE EL = 462.5 / 7'X7'x1.5ANTI-FLOTATION CONCRETE BASE / 777777, COMPACTED SUBGRADE OR Sc!,'IIVN °'^'^'^'"'""'E ELEVATION DETENTION POND OUTLET STRUCTURE DETAIL SCALE= N.T.S. NOTE • 'T4 E CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT CONTROL MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATION.' • 'RETENTION/DETENTION AREAS SHALL BE SUBSTANTIALLY COMPLETE PRIOR TO ANY CONSTRUCTION ACTIVITIES THAT MAY INCREASE STORMWATER RUNOFF RATES. THE CONTRACTOR SHALL CONTROL STORMWATER DURING ALL PHASES OF CONSTRUCTION AND TAKE ADEQUATE MEASURES TO PREVENT THE EXCAVATED POND FROM BLINDING DUE TO SEDIMENTS' • 'ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING, FERTILIZER AND MULCH, HYDROSEED AND/OR SOD.' • 'DEVELOPER/CONTRACTOR SHALL RESHAPE PER PLAN SPECIFICATIONS, CLEAN OUT ACCUMULATED SILT, AND STABILIZE RETENTION/DETENTION PONDS) AT THE END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED AND PRIOR TO REQUEST FOR INSPECTION.' rem CLAY MATB2X TO BE USED FOR CORE MET BE TYPE 'C.' OR "CEI' MATERIALS, AS C.ASSFED BY TEE L� SOL CLASWrATM SYSTEM MATERIAL CLASSFlCATICN W.ST BE DETERMNED BY, OR N TEE PRESENCE OF, TEE NDffVCEW TESTNG FM CONSTRUCTION NOTE: THE INTENTION OF THIS PLAN IS THAT THE PERMANENT 5'x5' CONCRETE DETENTION POND RISER STRUCTURE WILL BE USED AS THE SEDIMENT BASIN RISER STRUCTURE DURING CONSTRUCTION, HOWEVER, THERE ARE REQUIRED DIFFERENCES BETWEEN THE SEDIMENT BASIN RISER AND THE PERMANENT POND RISER, INCLUDING: • THE 3' ORIFICE AT EL. 465.0 SHALL INITIALLY BE PLUGGED DURING PHASE I (NOT TO BE UNPLUGGED UNTIL FULL SITE STABILIZATION), • DURING PHASE I, A TEMPORARY 2" ORIFICE AT 466.25 SHALL BE UTILIZED FOR THE SEDIMENT BASIN SKIMMER. ONCE THE SITE HAS BEEN FULLY STABILIZED, THE SKIMMER DEVICE SHALL BE REMOVED AND THIS ORIFICE SHALL BE CLOSED PERMANENTLY WITH GROUT. *SEE EROSION CONTROL DETAILS FOR SKIMMER DETAILS PROVIDE STEPS PER VDOT STANDARDS AT 16' O.C. ON INTERIOR AND EXTERIOR OF STRUCTURE 24' CLASS III RCP OUTLET BARREL POND OUTLET BARREL SHALL HAVE WATER TIGHT JOINTS IN ACCORDANCE WITH ASTM C 361 AND C443. FILL BOTTOM OF RISER (BELOW INVERTS) WITH NON -SHRINK GROUT STORM SEWERS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: • ALL STORM SEWER SHALL BE WATER TIGHT. • REINFORCED CONCRETE PIPE (RCP): ASTM C76 CLASS III MINIMUM Lu z Lu z Lu U 5' 4' 4 SECTION list 3" DIA, PVC 90' ELBOW INV.: EL = 465.0 EXTEND 90' ELBOW DOWNWARD 6' PROVIDE 6' MIN. 3, CLEARANCE FROM ANY SURFACE EL=462.01 LOW FLOW ORIFICE PROTECTION DETAIL N.T.S. DRY POND SECTION SPEET REVISIONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING 17 GRADNG E DRANAGE NOTES I, ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PLANS PREPARED BY FREELAND � KAUFFMAN, INC., THE CURRENT REQUIREMENTS OF ALBEMARLE COUNTY, APPLICABLE SECTIONS OF THE VADOT STANDARD SPECIFICATIONS, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. ALL EXISTING STRUCTURES, FENCING, TREES, ETC„ WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF-SITE, UNLESS OTHERWISE NOTED TO REMAIN, BURNING ON-SITE SHALL NOT BE ALLOWED. 3. ALL DRAINAGE STRUCTURES SHALL BE PRE -CAST AND SHALL MEET VADOT MINIMUM REQUIREMENTS. 4. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY, 5. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND THE EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 6. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. 7. NO SLOPES SHALL EXCEED 2:1 IN ANY CASE. 8, AN AS -BUILT DRAWING OF NEW UTILITY SERVICES AND STORM DRAIN LINES MUST BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT, 9. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT, PREPARED BY OTHERS, PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY, 10, ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. STORM PIPE MATERIALS SHALL MEET ALBEMARLE COUNTY/VADOT STDS. II. THE CONTRACTOR SHALL ADHERE TO ALL TERMS � CONDITIONS AS OUTLINED IN THE N,P,D.E.S. GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY MATTERS, LLC, IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 13. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, 14. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER INLETS AND MANHOLES FOR REVIEW PRIOR TO ORDERING. 15, SLOPES 3:1 AND STEEPER SHALL BE TRACKED AND SEEDED WITH PERMANENT SEED IMMEDIATELY UPON INSTALLATION. 475 470 465 460 455 : • 475 470 465 460 455 (� 0 27 L.F. OF 18" RCP o 3.00% STORM DRAIN LINE W co U5 �! w� U50 w zl0 LL � o'er :2i_ o oc a z a a'=> wig o'er 0 of1 a Cv ui m O I I ,_/-EXISTING GRADE -PROPOSED GRADE_ m I I I I I I I I I I °CD O Ov Ld O d - ° t I I Iv co GRADE—\j I I I� o z , PROPOSED GRAD z z 27 L.F. OF 18" RCP o 3.00% STORM DRAIN LINE 28 L.F. OF 18" RCP o 1.00% STOPM DPAIN LINE 2 m 475 470 465 460 455 W:ol 475 470 465 460 455 MW 475 470 465 460 455 450 Lel HE O Lu co O w� U50 Wc� �� 1 zo UA o O u_� a a'=> wig o'er a Cv z m Ov a ° t I I EXISTING GRADE—\j I I I , PROPOSED GRAD I I I I I I I I I I III I I ,-PROPOSED I I GRADE I I I I I I I I XISTING GRADE Ico IN Iii 10 0 \ 10 d' 'v I� — III I I I I I 0 z I i I I I I I I z z I I 28 L.F. OF 18" RCP o 1.00% STOPM DPAIN LINE 2 m 475 470 465 460 455 W:ol 475 470 465 460 455 MW 475 470 465 460 455 450 Lel HE 69 L.F. OF 110 L.F. OF 24" RCP o 1.00% 24" RCP o 1.00% STORM DRAIN LINE 3 5 L.F. OF 30" RCP o 1.00% el 475 470 M11 460 455 450 LOCATION MAP SCALE: 1"=1, 000' TORM DRAIN NOTE I. ALL MANHOLE DIAMETERS AND INLET DIMENSIONS SHALL HAVE A MINIMUM INSIDE DIMENSION OF 4' DIAMETER (CIRCULAR) OR 4'x4' (SQUARE). STRUCTURES SHALL BE UPSIZED AS NEEDED TO ACCOMODATE THE CONNECTING PIPE SIZES/ ANGLES. 2. STORM DRAIN PIPE SHALL BE CLASS 111, WALL 'B" RCP IN ACCORDANCE WITH ASTM C-76, UNLESS NOTED OTHERWISE. 3. PIPE LENGTHS ARE BASED ON HORIZONTAL DISTANCE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND USED FOR DESIGN ONLY. CONTRACTOR TO FIELD VERIFY ACTUAL PIPE LENGTHS NEEDED FOR CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR COMPARING THE STORM DRAIN WITH THE PROFILES FOR THE STORM DRAIN LINES AND INFORMING THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORM DRAIN PIPE SHALL HAVE WATER TIGHT JOINTS IN ACCORDANCE WITH ASTM C 361, C443 AND D3212. STO M P OFILES 0 30 60 1 6_„ J HORIZONTAL SCALE r = 30' O 3 6 VERTICAL SCALE I" = 3' REVISIONS I BY DRAWN BJH . CHECKED TMB DATE 03/22/2018 SCALE DRAWING O Lu co O Wc� �� 1 � O a a'=> wig Q a I I I UI I , I I I I I QI z I WI I I III I I ,-PROPOSED I I GRADE I I I I XISTING GRADE Iii \ III I I I I I I I I I I i I I I I I I I I I I I I I I Iv I Lo I� vcoo O N I� I� ^ v I NIS ^I0 NIS 0I OZQ ZO Z 'z zz zz z 69 L.F. OF 110 L.F. OF 24" RCP o 1.00% 24" RCP o 1.00% STORM DRAIN LINE 3 5 L.F. OF 30" RCP o 1.00% el 475 470 M11 460 455 450 LOCATION MAP SCALE: 1"=1, 000' TORM DRAIN NOTE I. ALL MANHOLE DIAMETERS AND INLET DIMENSIONS SHALL HAVE A MINIMUM INSIDE DIMENSION OF 4' DIAMETER (CIRCULAR) OR 4'x4' (SQUARE). STRUCTURES SHALL BE UPSIZED AS NEEDED TO ACCOMODATE THE CONNECTING PIPE SIZES/ ANGLES. 2. STORM DRAIN PIPE SHALL BE CLASS 111, WALL 'B" RCP IN ACCORDANCE WITH ASTM C-76, UNLESS NOTED OTHERWISE. 3. PIPE LENGTHS ARE BASED ON HORIZONTAL DISTANCE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND USED FOR DESIGN ONLY. CONTRACTOR TO FIELD VERIFY ACTUAL PIPE LENGTHS NEEDED FOR CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR COMPARING THE STORM DRAIN WITH THE PROFILES FOR THE STORM DRAIN LINES AND INFORMING THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORM DRAIN PIPE SHALL HAVE WATER TIGHT JOINTS IN ACCORDANCE WITH ASTM C 361, C443 AND D3212. STO M P OFILES 0 30 60 1 6_„ J HORIZONTAL SCALE r = 30' O 3 6 VERTICAL SCALE I" = 3' REVISIONS I BY DRAWN BJH . CHECKED TMB DATE 03/22/2018 SCALE DRAWING 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS K E /ISI ONS p I PEs -1 V CJ MH -,A NOTES: ST -1 NO PROJECTION OF PIPE ABOVE GROUND UNE SWM -DR THE LETTERS V.D.OT, ARE OPTIONAL. t'-9�'a" DIA IF USED THE LETTERS ME 10 BE ^— CAST N THE REPRESSION N�7OP OF / l \ ~ v #4, GRADE 60, REINFORCING ROD ENCASED N ! 'I2" COVER 1" WIDE AND RAISED 'Ys" HIGH : F t I. ! 1 Ci- t f"It L ,( n FILL ❑ ❑ ❑ A CDRROS)N RESISTANT RUBBER OR OTHER ' }r" /t' fid„ LUST 4' AS SHOWN. I ,, A NO. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. _ - ! - -- - - -�, I� / IDiANSION MAY VERY WITH MANUFACTURER'S _ -.-. - _ - - _ �•. _ _ / 0 ❑ ❑ ❑ �S. DESIGN FStn II - y- PC! [ -If_ ,,-ry I C LII :x - _ _, I { -FINISHED A` J A 0i tN MATER RE5ISTAN7 _ i .�_, I.:.: I=! l l l - r1 MACHINE MACHINE - DIMENSION ❑ ❑ ❑ ❑ ❑ ❑ ❑ t11 I pI r4 � �---EARTH J � ROCK `F, III i \�� R.H, SL?jq 4 REINFORCING Rap ,. I P : f,. 1IZ4,c-', V. �. W. T. ❑ °� TYPICAL SECTION a r '' _ IiEL 1 p T %%% NG -3 „ _ !%" OPTIONAL i \ t 1 -, . ,...r 1l1%J O ] rL:l- IL J" " h MIN, it 7(? 0-� / EsEI.L,ING , i' -8'',A " DIA L€7TERNG III I IIA _I I -i:I � � / •i - SECTION A -A �j ❑ ❑ ❑ ❑ r^, "t' r 1 I - a / 1` , C r Lf - v U X 1 LOUIPa I .T t� iJ CA4' /a g=,� -I. S!"C'A:, AIbI. aEePIA.f241., SA1T:_"i.N_ y -Y ,s_D ' �,�_ ❑ ❑ ❑ 4v /" FOUNDATION SOFT, YIELDING, OR s>Ipk NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERNlISE UNSUITABLE MATERIAL APPROXIMATE WEIGHT -, _ - Ll�� �� I Elm Orly ! CAST IRON PIPE PROJECTION ABOVE GROUND LiNE -- - TRAINS 774 ± 9 Las. TOP _ - TYP. COVER ?37 ± 7 LBS. .' i ' h'N 1 5 s 4!.^ 1 f fiIPJ C _�,�j T__ tr !.S R D ; 4I:V.. .. t tJ.-t ,, U •`• N -11 I 11 • .: • NOTES: ._ __. >-M - LL' __ .. - - STEE3L B >.' t' I/� STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF '- t c -1! 1_ IAV- TOF Jr STILI Tr P -T . ILL - N , AR '." ! •• •, ..• • NOT OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. _ _ 4 • 3:II. 4!/2� _ _ __ __ Ir - - - - TYP. t #,- 2" x f2 /y l\ ..'.: •^*:� . �a %l STEPS SHALL PROTRUDE 4%i' FROM 147510E FACE OF _� _ _: - _ -I _.._. _ - * /a STEEL -,,-.. STRUCTURE WALL. = - ; : - PLATE Ir•. ,. t Ay \1 �`` MAXIMUM STEP SPACING TO BE ,6" C -C. _� --� _ 4'-0° 50- 4'- B PLAN 3 STEPS SHA L WITHSTAND A MIN MUM FORCE OF 300 POUNDS WHEN ;r(- r T O p° ,• s/s, R t . • rE4/2'ACE OF THE SUPPORT. ~ `-�\y 51-41, - ., ,>. e LIKE- !i P:C-) GR1)(il'D)� 1�t x 11 .7��N •..qt �, / - r' J < [ DYEi�i V," ` �r STEPS PRE TO BE VERTICALLY ALIGNED PND UApFORMA.Y SPACED }a • .: , ,• .. N \ / k v-�1�} / �/ / / I I ) --- _ FOR THE ENTIRE DEPTH OF ANY STRUCTURE. _l I:- \'J}J _ - - /. - \,/ { 5' 4" 54. __ 1 77 / /t a: TYPICAL SECTION - �/ IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED t '� ESIA E BOLTS (DIMENSIONS MAY VARY WITH INTO HOLES PRflViDFD BY THE FABRICATOR, OR DRIVEN. ::::.II hRll :> FrJiTH II �� �' i Ia ',K ! / / i / %J II,,. ' � �l% MANUFACTURER'S DESIGN) - } 9 F.^IN I, IU 0 <� frkLDItJO / /� /�✓ I_:' SELF AT ANGERS AND 23 DIA 1 „ * MINIMUM OF 3" EMBEDMENT tel N. 11110 n_. x 0 x --EiCI NNG T "'I4' .;NIL - -- L S L LO NUT S DIFFERING IN DWENSIONS CONFIGURATION OR MATERIALS - - )'d' /R / R::.R -,:, I/- D •, a TYPICAL 8 PLACES -EQUALLY FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET - MA ER�.At_ F H C x ' `--EEL`LurdC -EARTH SPACED ON AN 'E" DIA, B.C. 22" DIA -" x i'/z" SLOT THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE MIN ,3 ", �-- PEDUIN_, MAIERA'_ CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND wx 24"- VAIIGIA. CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS FOUNDATION SOFT, YIELDING, OR 2G/z' 01A RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL OF SUCH STEPS, NOTE, A HNGED, LOCKABLE ACCESS DOOR �i" ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT bEli F( :7FIER1. I --I .,CC DtiI miH WITH A MINIMUM 2'x 2- CLEAR OPENING, -' n St#2FACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURL ED, ,CCHON U- : • I IIT P )A 1 D BRI. e;(: � EM1fa<lir'.MEN'7 NOTES( SHALL BE PROVIDED ON ALL TRASH RACKS. __ OR DIMPLED SURFACES. t ATI JS. F c NEP T , J i IT L ..DING' METAL (STEEL) H ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH t T D KF n ! MArt d L 1 Ali' kpqurt [ 1'v T °.1 t it )N ;F f r . t,- > ASTM $227, ALLOY 6005-T5. ,!•;: 4 rHIt'-fiJPt } 7 JF 11E I<OnU ANL LF.ILGE A - 1 '4/ kill?• L L AL HIGH DENSITY POLYETHYLENE ///// " DIA, ZN THAT PORTION OF THE STEP ENCASED N MA50NRY SHALL BE F. ICATICMS. ? SAF.T G.,JD Mid• . . UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE. ASBESTOS :Si}:-; REG_ tR ACR ILL T :E;IA_ INA CRD -N)? .,, I „ p` F,Y FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL , - - .:CE 0 rS- - » r -. - W7H I . ION 33, )I IHE, HOAI) ANI. UTI:"•f. ,U ,,_,,,,> RiBB 5 22" RIAI- I- I 5 7'-9;1 DIA 4,,•, 1 c�"{ F -L C- i f3A.. KFIL hd- Eh IAL _ ,` k p.G ` IN 0! MN( - 1 7Hr. APPROx, �•j SPECIFICATION TC -C-00448!4 P ( :IT L. 7 L N i .t I l l S!.l r i-! 17AI.7 SPFG CA.iIC'NG. SIZE :GUI d Ni t (f Ii.R RUN WT. IL0S,3 R,y1H L:4" vl 3!-I),'= ff Ilt'7' 1 J,LI) S,., PF SIH P(_ tVS.,L�r�.ML iFFl-i, Ai' REL. 85 SECTION B -B BOTTOM ALUMINUM STEP Gr { ! 1 RAC,vt t 4 VT .:A;. IN Ar., ;UA If_ WHIT `_-( i 362 Of IHE r,6,A r^ AI( C!FJD'E IFIi;Aii Ni j. VJ SPECIFICATION SPECIF1CATT 0N V00T VDDT UFC :CATION V IZ'• SPECIFICATION w �� STANDARD MANHOLE FRAME AND COVER REFERENCE REFERENCE STANDARD STEP �' INSTALL- OF PIPE CULVERTS AND STORM SEWERS A,CE 1 STIORMWATER MANAGEMENT DETAILS TRASH RACK REFERENCE Z U ROA) AAip BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS °Gr` -L ,Wn PF`ID E :iT 'D RUS (� {�(' 1-} j��(� ROAD AND BRIDGE STANDtiRDS SHEET 1 OF i REVISION DATE 224 REVISION DATE SHEET i OF i SFIEET ! OF c REVISir,I!a DATE `-+I' "�• PIPE L.3EDDI' •" AND BACKFILL — METHOD U Af ;0:; SHEET 5 OF 5 REVISON DATE FOR SWM DRAINAGE STRUCTURES VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 302 O 06.08 10844 , ni 07; 12 VIRGINIA ::(.PAR i'.:ENT ;:rt- tF'aySrCRI:.IIGN 11408 VIRGINIA DEPARTMENT 0f TRANSPORTATION 2016 ROAD &BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS ��( (i � 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS ` (1) C) T-DH2 ES -2 �'-�- T -MH -2 -A PAY LINE D � O LENGTH OF PIPJ—C E - N(I_P HC_E 'AS RLO'U., -STEPS !AS REOi) N°Fr H>._F :AS RFO'D.i s- "q PAY LINE I v LOCATION OF HOLE TO VARY WITH RECOMMENDED MINIMUM T DIAMETER � � 1.0 I V - o U cn TYPE OF INLET CONSTRUCTED. HEIGHT CHART A+PROX, 2%zNt HOLE td AN BE SHIFTED RIGHT, LEFT DAMETER V SLOPE iii ry;;; ip OR CENTERED. B PIPE SIZE "!i" DIMENSION v SECTIOCONNECTOR I MH -1 FRAME (CONCRETE PIPE) SECTION ��^�y�y� j u" 4'-6" i 1- sIDE I' I' I' I' {' I� I 1 f ��I���-� AND COVER 65 CYi - I�~I I {' _ -I INTERLOCK SHALL , PROVIDED BY D (I ,5" 4'-ftl/:t" _ THREADED LUG\ ( ` i" DiPkETER HOLES, 3" OVAL SLOT, _ 1 �����_�8 , �I 78" 5'••2' - ROU I_ 1 I OR OTHER VOQT APPROVED METHODS. }' j ST 0, 01-? /g" , IPT�>, +S RL::'U.% Mi COLLAR & `���_��� I �_ 1 I ' '' FOR 4 STEEL DOWELS. , n !y 21" 5'-53',' t_..,__ir._..`.i 1 1 1 CENTERS TO BE 180 -AP V J I GRATE L 21/2' X 2!/," X i%i" GALV. I` "i 17 1 -._._ SEE NOTE B. 24" 5'-9" I I- I - - - - 27" 6,-aYr' ALTERNATE CONNECTION , .. q, . , I 1, ALTERNATE JOINT o z * j CO 30" 6-6ij" I `'}-"� - NOTCH. DOWELS, KEYS OR OTHER VD)OT APPROVED =, i MEANS QF PROVIDING P051,;VE IAITERRLOCK ARE TO `dw "< iv LL_ ,� I TYPICAL CROSS-SECTION 1 D (;: _ x ( D X BE INCLUDED IN FLAT SLAB roes a sED IN ; so SPACER UNiT �`�----_-•-. / • 38" 7'-i" , 70E PLATE w T- CONJUNCTION WITH Cci URB DROP INLETS. r- pa (A5 REQUIRED) DOWEL THROAT SECTION TO Ib 1 _ 42„ 7,_71 ' REINFORCED ,>,:f -k 6 of l,.. „ L4_I „tLtk{I f r'V:CA - bOCH�ION,Mh 1YN2Y pFEtdp.NG 4w W O � CHAMUER :F CAST SEPERATE_Y 46" 8'_2" SKIRT SECTION EDGE B_1 .. SLOT LENGTH OR PROVIDE ALTERNATE VOOT ! :-� 2 0 STEPS 0 �e-------- APPROVED METHOD Of IFSTERLOGK. I 7" TOL. MAX• DIMENSIONS i/ ETOL. 2"IT WOL. C. 7�� `- z ON THF TYPE NF STRUCTURE. z LAS REQ'D.> z VARIES 20' O tAAX.SHEET THICKNESS L" I. - PIPE: MONOLITHIC NOTES I DIAMETER STEEL ALUMINUM ! I �// I f� B t. SEE GENERA.. NOTES -PRECAST FOR ADDITIONAL DETAILS. 12" .O6}" ,060 6" " 2t 24" 24' I ` I ST REQ'D,3 { W 2D' t5" ,064" .460„ 7,: „ " 2g., 30., P4:, L ?. CONCRETE TO BE 4000 PSI MINIMUM. PROX. ( 2" MAX. 2'-0" w 18" .064" .060„ 8" 1 :, " 37" 36" 24., _......_,._. _._.. _ a • e1 21" 064" 0601, 10" 12" g" 36" 42" 24" - _ _____....,._..._.__ 01, ......_-..._.. ... * 3, REINFORCING STEEL N ACCORDANCE WITH ASTM -615. \ W ( I I 24" .064" .060" 10" 1 " 41" 48" 24" 4. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY 27"!30" .064" ,075" 12" " 51" 60" 24" B'2 5" MIN. 1 t VARY WITH MANUFACTURER. PLAN FLAT SLAB TOP UNIT / ( ` 5„ M!N- 1 I W 36^ .D64" .075" 14" 19" 60'• 72" 3s^ DOGHOUSE WITH FOOTING (\� 5, FOR DETAILS OF FRAME MID GRATE SEE STANDARD DI -2A, B, C. 42" .064" .105" i6" " 69" 84" 36" LJL 78" 24" '* 6, VERTICAL REINFORCING BARS TO BE CONTINUOUS THROUGH JOINT. 48" .064" .f05" 18" 7•' so" NOTES: 54" .OS4"/.079" .705" 78" 84" 702" 36"5:, 4'-0" 5' 15"� 4'-0" I5° 2" 7. STANDARD S7 -i STEPS NOT REQUIRED IN THIS TOP UNIT. I 60" ,064'/.079•` ,705"/.t35" 18" 87•' 72' 36" SCE GE NF124! "1Jifi FOR hCCITICN Q I:. RfGATIOrt O; 'rSFI:.T N )t ES, 5'"t. • RE GLIRFMt:NIS, P"I"LL( I I z' -D° '-4^ - 1- 1r. FT Frcr< ui 1 n DIMENSIONS %LOWPBLE L J II__ES DRAE ,_i,,t, o. _T.. #4 & CONSTRUCTION 7", 4 C -C- JOINT L 2f2" x 2%z" X !i/q" GALV.- r '4L BAIE :II VIE T ) HE 61 A,,. FC 1`!C(. ,NIDI rlll RECUT-[4:EN TS Ot AA^>FTlO MI'39. { UEC D -F Vi UTF Mc 6x12 _ q. 1 a" I NOTES _E CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT GALV, a .. L 2!/z' x 2j;" x'%' GALV. , < HEF.E- E MAL 0 VINN !.i i 'i„ P1M1X. V-IPk. SIZE h1 -':R Ill! Y` • 44 0 - - - - t. TOE PLATE LE BE PUNCHED TO MATCH HOLES F SKIRT O 3/g" GALVANIZED BOLTS TO BE "RE P CURED FJR PIPE., THEY SHA- , F>- FOPAED, OPT; F.D.JR NEATLY CUT NOTES` #4 s I' � .; ° 10" - - - I ItAPPROACH FURNISHED. LENGTH Of TOE PLATE IS W * 70" fOft 12" TO 3 "DIAMETER PIPE AA'D W • 22" 1. At; RL G1 F 4c : � e' ,d • 2'r' $" C -C- :. '¢ APPROACH :. _<.; GUTTER c „ TH fr'PF 01FI:j aY lit F Fr -I 'I ;:!z, INC C'?"ITR: i }Ir ALL h.T -I: iHL F+.GRI<�tirL WITH , GUTTER-- io . ':•' �� .� � :•�:' ' FOR 36 TO 60 DIAMETER PIPE. 7rE A:JGLES IBk UWEE:J rE°I;cR LF i'S tHL L`NvERT 'c LEti dTi^_tu sr:p 1,{L SIL U= ALL PIPES rG y,):. f-• tc.. 42 .. t. SEE GENERAL NOTES FOR( ADDITIONAL !;FORMATION ON 6. SPACER UNITS SHOWN HEREON ARE ALSO KNOWN AS x•4 4 - 10" ,N r - ° 2' - '' I „ ", - P. ENTER THF M�t,,rIAE H;,L.S •MRL Tai F;F A !.t 49_L..e „ T.. , *1�>vllA,;hd „F B" Ln.R ;f.R Tw`N 72 6' 43- `i4" WEEP HOLES, STEP REODUREMEN"i5,"H" I.N,F7. FOR "GRADE RINGS" OR ADJUSTMENT RINCS". t� T IJ O - _ 2. SKIRT SECTION F2 i0 3p DIAMETER PIPE TO BE MAGE IN ONE :CCL, Tt<* OU-';IOE IIIA',+E IFR CF DHE Ft:G"0^•s G F Pf... s;q > MANHOLES) DIMENSION, ETEC, " VN I 'l r VpR, I ;' VARA _ n T z S" n0- &''>' 7. WHEN SPACER UNITS ARE REQUIRED, "H" IS TO BE a ' I'•"8 -8' F` -' {`- - I - _ 3. SKIRT SECTION FOR 36" TO 54" DIAMETER PIPE MAY BE MADE FROM TWO SHEETS JOINED BY _ - 95' 3' S" 156, 2. ALL SPACER UNITS FLAT SLAB TOPS AND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER. - S. L0.1�4d:>i;,15 `„HO`bK ARL MI"<.Mv".?. \,':PINE CIh"F_fl, .,ta5 MAt VAIiY WITH M/:".IFA;TURf, R. s ' _ RIVETING OR BOLTING ON CENTER LINE, 60" MAY - CONSTRUCTED N 3 PIECES. d � rn . e,v - -C6' 9" 6^ 78'• ARE TO BE IN ACCORDM4CE WITH THE REQUIREMENTS � / �-'” = , INDICATES AREA _ INDICATES AREA � I I $ OF AASH70 Mt89. 8. SPACER UNIT IS TO BE DOWELED OR MORTARED TO �. OF CONCRETE TO _ OF CONCRETE TO ! M - - - - - - - - - -1 4, CONNECTOR SECTION, CORNER PLATE AND TOE PLATE TO BE SAME SHEET THICKNESS AS SKIRT, C ,- U E t P', t(D 6" cL• r TAPER UNIT OR FLAT SLAB TOP. !`r -- BE POURED N PLACE Zw m BE POURED IN F-'++„A6E _ t, I4 INE ENS*Ht THE :'•vf R: CF THF O,TFA' I. FI 'E K H:GHEF THAfJ THE BCT TGA? OF THE STF.UC ii;RE, i°” `);> 8` I1 3. CONCRETE SHALL BE 4000 PSI, , HOLES PROVIDED : i'.' HOLES PROVIDED FN 5. END -SECTION AND FITTINGS ARE TO BE STEEL FOR USE WITH STEEL PIPE. IF-) „ILi (t 1-_011 ..LF.i AP, iG PRC /F,JT ,iah[,I`", _ _ l� . Tt._ I�<VC f I -!F.. 7 t I.'. Hfi Bf SH 1' C" 1',^.. i= HA LE .T TOE k .:F!Dit! Jh WTCt it TL -ii G 'L;} 4. FOR STEP OE7NL5 SEE STANDARD ST -1, - G C Z FOR#4 X 8"' DOWELS ,. �' FDR#4 X 8" LIONISES �.'.�; .": ,- ;.�". PLATE 6, END -SECTION AND FITTINGS ARE TO BE ALUMINUM ALLOY FOR USE WITH ALUMINUM ALLOY PIPE. O �T _� I I STANDARD RISER I i . t:k „)f AND INOOVE J(Ia: "RE le G; )F F PRI r.tf a C-r'N VFJTINU 'VOOT APPROVA__ 5. DIMENSIONS SHOWN ARE MINIMUM, ACTUAL DIMENSIONS ' UNIT 8" 8" 8" _ 7. EITHER THE STEEL OR ALUMINUM END -SECTION DETAILED MAY BE USED FOR PLASTIC PIPE SIZES I L ^ ( 8„ 8„ 8„ HOLES ON 72" CENTER -MAX. SHOWN IN STPD. PC -7 OR AN APPROVED PLASTIC END -SECTION MAY BE USED. :OINTIS ARI. TT'.) BE _EkEfi v,iTH :,i)RTAR,n '1.;CK'EIS, :F BUT'i;. R:BEEF' 4.IT RE', , .I. 1C.0 `RAE VARY WITH .MANVFAC,TURER. UEPTH 'H f III ME .T111 F.MF l: - r-" D 1 1 G" t AXI 9 'M 3T 2'.p•, 8, WHERE FLARED END -SECTION ARE TO BE USED WITH ASPHALT COATED AND PAYED METAL .' ELEVATION PIPE, END SECTIONS DO NOT NEED TO BE COATED OR PAVED. JNE THRCNUN PIPE C'NLY s F FIFE E?ERINC ANL' 601 SECTION A -A EGTIQN B -B ALTERNATE SECTION B -B Pmi F nln( 1R!.(T r.E: I t �', (CG -6 CURB AND GUTTER) (FOR USE WITH CG -7 CURB AND GUTTER) ` /IC/ SPECIFICATION '\/�'(" SPECIFIGATIQN Vpp-T' VDDT A C_I-r JF ITJE f LJ:,.-_ L LLQ .A:uD .,IGr;EJ t,((A�,v lh.r:S ON TIL, 1C?a� if{E C_AT1. L .,F CICS- '(11:1 M1 ICN V�j-j- SP£CIfiCATION � REFERENCE REFERENCE FLARED END SECTION STANDARD PRECAST BASE NITS f,- _E•, 'E REFERENCE �\ 105 STANDARD PRECAST TOP UNITS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD ANT) 5,r I1ARL: SHEEAD AND HOLE STANDARD PRECAST MANHOLE TOP UNITS FS 233 REVISION DATE SHEET t Off 1 302 12" - 60" CORRUGATED PiPE CULVERTS REVISION DATE SHEET i OF 7 SHEET I OE F,EV'SIGN CAT` 105 �0 L 302 VIRGINIA DEPARTMENT OF TRANSPORTATION "�1., ',IRUNA C,.PARTMPHT ,NF TRAN.POF!fAHON 30" VIRGINIA DEPARTMENT OF TRANSPORTATION 304 NAI. 3/22/201 103.04 VIRGINIA DEPARTMENT OF TRANSPORTATION <0203 103.1; � t03.09 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS R -f,2,3 EC -1 DETAIL 1 DETAIL 2 DIMENSIONS B D MIN, X WEEP HOLES f"'I"--- G DETAIL 3 PIVLUS s , � �B 601, 51, (As REQUIRED) LEGEND PAGE _ REQUIRED) : t ,L Ai i(F 'VITH FPAt'A'AD GRATE tT-3i 1 ----103 3 A 1 A (A Aa 96" 8" FINISHED G SETP N (LINE 12" TO 16" C -C. H F INT I TOP UNIT T OIL,) :O\ j i --17' !- �_ £1 N n ELEVATION1 4 � Z� r__ I 2: AI FACE L I - K i ICI 54! - _ ---___--- it)3 i 7.-b 8+ 3,-0" 8" 1•_O• 'lI1.tL I sp 3 z: %�. I Tom- >r) ' z ��x . z -IFF HOLES I t. RU "I'll LN t i 1.1-11. F TIa,K (T -DI -'•h; 10,l..__. .._.. .. .Oi i_S.vh -lJW. I - fn �. F [ r Lrdl (I -MH 'OS '4 ( .-tom z M V 'T { L ,�.. ON STEP TION& DEPENDING DRE r ? ,i MN. DROP IP ;/ T TOP F UNIT ll' -PI -7)1- -__ ____.-.----------.__ --_; ).S it H-1` I. cc y J 7 I, 11 V= IJ I 1 LA, t'P UKIT !f IAH 2) '1)f p ��- l _r L-��--G-)� � J a i N 2v Y SIJHGLF Ff .E 'aNNI) COVER !;-Mil : _-- )r G. llit2': 1,,.,OG � �< 4 p�-�__T' o� AER UTAI (T L1 -'03' y ,\-''C--v`! - B L IB j '" ( � I A CENTRRl TAEr-; ?JT cT H 2) ___.,_-___..,,-_._.._.—.,_,__.,_._..- -103 -:9 J EN RI- TAPER I;P;17 (T s/1 <. --7Gi 09 ' , 1 �� �cA C , 1 UNC R I, - 10., 10 ■ ■ `j `X'� I 2" (MAX.) RISER r�--�`--------�} P -FI_=:[ ,!A=_ REDUCER rR-2i 1Ci .10 a J .,,,..r• B I LL j `--T---j ( TF R,I( B.R (R 3 'i)}1',, s I I lj _ -. ) - L-..-,....1 M rU jl)h!c HSI FL Pitt FR NAl L. I — !031, '�nr? ! T(ETEE .111 EASE UNIT (9Li 4 _ __ ... ..............._._ ........ -1 .. KI _10�.t1. �! �' ALTERNATE JOINT R M rLNH FA of P Irl!. t L) -- " : Z cc R-1 4'.c` -L! ; 7 It', ° _ X W rl F. ,J> ..NIT - �`,kR 4 U (L'-2. 1rtr.i- �r ""II���777"' _--%�a� -E ~ (NOMINAL DIAUET£R) "'i" -"r" -DETAIL K JT; e)L 103.7?GEOTEXDLE - C - _ REINFORCING IN T i, !AT It :vT DETAIL. --- ------------ ------ ---.!US C 1 IL 3O• FABRIC -- cEp Ex LE- `y ' I- FLAT SLAB wii DR°sin X75. D r A A O 0Itt O FPBR(C GEOTEXTiLE - ~ - �^ OT - SECTION R_2 NOTES: e � W W W (:) SECTION A -A SECTION A -A SECTION A -A m � 1, SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES.STEP REQUIREMENTS, GENERAL NOTES - PRECAST _ U t V♦ Z Z CO (9 LO � H° (UN, F7. FOR MANHOLES; DIMENSIONS, ETC. (L J W . - i D -.0i Q I` MIN. 3S 4,_p„ 2• ALL REDUCER AND RISER UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS W MN t'2F C: ->T ifl'. TJFF-. a.l__ CCiNF CtiM TO SF. TIU >. '' 'JI TH 'f 'CIFICATIiiIv5 3' Ulry FTER WEEP HGtf NII! HC RF( ''I F.f II FR - >T TR 1. T!/F. (`c 7FG V W " tf W N 3, O AASHTO M799. HIE." All: FA FL:R;R WILL H:'JE TFE OPT'CPJ F :Fi FI,`I:J THF Ila1NATION OF RD.'ACFNT TO THE Al EVEN T DHL: Tri'.: NBIBA5E. P AC, MT CCK Err ILEI IP, O /L1 {- I � NOTES: 3. CONCRETE SHALL BE 4000 PSI. FRE:=i>I SNI(; T7 „'�M I_E'F" A ,, F!,;TUNE LNLE.a ')7:- 'h L.:F N:iTF.0 ON THE HIE PF£ A T 1.1" N.L 6 GET H.'FC R'i FHE PRQX:oIT/ 'F THE 5f kCit PE H !� �.i, K j r CTS x c'- ii?� FLA(":,. (G' 7Nt S J : E. 4 Ff ' HGI C_S MAY t J RC RE ['IBM N rHFF, S F ,,. „ UR, �I __.__ -- FT_)T 4, WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR WHEN 'Al..fD .'JTZ .;N TH- Fi.AN- )F. fi. [CTU[. U THE fuG_iLF..P. M c, Z 1, FOR MULTIPLE UNE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION NEATLY CUT AS MPROVEO BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH ME 'H UINFAR FEFf P'tR 5AIV,110IESt DIMEN'.>I(}N SHOWN ,ON fHF STANDARDS U '^ + W r� OUTSIDE THE CHANNEL WIDTH tW . I t ��% ' 1 G? 1 ) - � ':". THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE :FIVERS ELEVATIONS, a,NO SPECIFIED ("J 1 "JJ> vfll: E IAF..AS!FFE FiT;M THE VJYP Rr rf IFF. WEEP H'a --, WILL HAVE r,:. y 12 . `>TIC JA.Dd.f2E. CI VFH !' IAES!i V, Z --! 7f LIFT HOLES AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. ^�UiFALL F'IrL 7;.; rH 7)F O!' rfE MA=ON A.R.-,iR_C!uRE L'•A: H" 'M !:IONS '-r GAL✓ NIrED SfPEL WRFC YNI I1. var _ OVINE ER .) JS NUMB1 R a I•AESH ` y 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDW%L, +. ..'N:� w OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE � `- SH11 APPROXIMATE 011 1 ):: ' iIP9}IRI' PUf-F" OUF,;C( i)t l>t>;..0 I,,(f.. ; AND IEP IIIONS. IIYr. J., .)`'S F fil:Yil ':I' H AN ,HI. RID FIRMA IPJ O v �„ _- CE ,. - z ": 5, FOR STEP DETAILS SEE STANDARD ST -1• SIN.;-,_ t ,s F,.'AL:EJ Hl fHt:. ',U!fR 1'Orz FPOU, FIELD _c;NLHiJN.,- //�,, WITH DETAIL 2 SHOWN AHOVE. � � � � �d 1 % 1 v ___JL � Z AF'f I,, T I�IH LOC ATF A[ 'tC NT fU ;?SI II f . ( c FETE I. Ft ;1:;H II- T d.' J DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. �R ,..,., F . .,, , „ STEPS (IN REQUIRED) b. 0 Ps fF, EJIff:7 H:C: Iv:V•`ST Of , .)UIF;^N.0 FII': IS HII;F8I .AP THE f?OTFVM Qi' AS ACE,Nf S: UF, r'Hf. FIjfHk:;,API: '11. NVi,11 iH -Q PJM. ACe_ O t.1E �}F}�. i ;-�--x� v J. G_OTEXT..E EABrtIC. 10 3E )tNSFH.LEU UNDER CLASS Al ,I, AND Y MATERIALS N ux � W � J N ,.C��` `--s1-S ACCORDANCE WITH THE SPECIFICATIONS. SET IN LINE 12" TO 16" C -Q ,: ,. rU °TPJ-�TU RE rrlt LIvkRr r,r 1 .L..ICT!Jr,•E 5,+n!L HF. S: EDi CISH -_E 1116 A'WROXNT IFL Hr u us DIT r! J :"` f{ s7Fo- l.;Vtk `, GIH c_i ur -. D jr ! �' 7. D IS NQMfNAL DIAMETER, !.1JIZIAIZ I - f Z YE` F, vLINC ! UD'('JG (� At;-'? IN f IF. SPF:(,LF,k., tH;> APFfiO.!IM 1'FI'! 12' EPJiER., I i-U-HO.JT -t'JT q3T LFi,3iH ATVO tX f.l'dAPI" 12" DIA. PVC SLEEVEJ J FABRIC TICE 4, 5 - PAM TER OF CIRCULAR CULVERT OR SPAN FOR BOX,ELLiPTICAL OR ARCH CULVERT, " IN i T OF STRU f T SL UP tr_L ,^,I h1 :'_L S RU-�T :Rrs St:I'vt? 'UID _1DND1T,,3. ,V.D IS •;.T TO Uf AT !.E„5T •t INr1) .DTII THE I'PLu. T J ff _ ±ILEn:E THE rr FABRIC - $. WHEN US i R-2 FLAT SLAB, HE GH CTURE ROM HE AB .' - - DRAINS (TYP.) W O J H -DIAMETER OF CIRCULAR CULVERT OR RISEIHEtGHT FOR BOX, ELLiPT1CPL OR ARCH �;. ;=U: Fr WITH SL ) ri�t itiE �C:T rCR ':N JFRi i?HAP1N, Sys,:.L GF rJr, (ICED Ove`E�. - THE HAI I. PazT -s:,'Ff .t !;.. �.h'F'-R, cr 70 THE FNiSHED GRADE ELEVATION IS LIMITED TO A MAXIMUM OF 25'< ■ � ■ � O SECTION B -B CULVERT, I X I D I X 1 It' TI -E rRICE BID FOR HE :FR: -%,E. _ W 0 T"T '1-r 9. TONGUE AND GROOVE JOINT TO 8E OF FPBRiCATOR'S DESIGN MEETING THE APPROVAL THE 5 - - ARE, ;:;TFT! .R ;,; -!: S TO f>F USED itN F{F.f'iF1FC I'^ TF'F. I M M X USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE,BOTTOM WIDTH AND DEPTH OF THE ENGINEER. JOINTS ARE TO BE SEED WITH MORTAR, O-RNG GASKETS, OR 'WIiEt: Srf 1 Fill ON THF FL,nS THE IN't ERi IS TJ @E SHAPED H AC:;ORDrdJCF PLAINS J• THE DPA:.\,. c. _UMI.1Vtt Sr1EET AIX,BR THE GRAINACE EE2a MATF,:Ci. �p� PLAN W Q M cr W BUTYL RUBBER, V IN 3T. P >ARI) IS I. THE r'clSi JF F1RNISHN.,, AND PLACI A I HATERIAI_S F.f"FF.R ? STANDARD St 1 FDF.^ F .T' :.-•5 ! R::AT10\. "C H J i L:� U . ICENTA- O THE H F .•, TJ BE IN',IJIFiED IN THF, PFI"f I's:_r FOR THE III -- W V TAPER ,;TIDO i.Rk. N" CHAMFER "A A'! FF OP.O;aD°D 3n ..D: FS A ft,a'.uE ACT_RFR3 C!''ilOrl. I l � g 2 REDUCER RF u r Re' o ,rR_r,i r rnTH NG r a1rJI+ A co cR rc =I W R_3 iFr'S A COT. \r 'till i O "Hr AFF ST T IRE TO F.F FRr IPJ n.f i P;HOLES I 0 r%D ITT FR F INLETS ,V:TH AN 11 EItAE!J.>LN CF 1' ­ vR .,,E:QER. III_ � /� 11I-- 30 W SPECIFICATION '�v[a[j-r rL..,F All r. ,VDDT SPECIRCATIO X REFERENCE STANDARD PRECAST REDUCER AND RISER UNITS FFFEREt'c. GENERAL NOTES - PRECAST Z Q O REFERENDE ('(„f EVERT :,1-i.LE.T PRO�.EC.�I(N vT ROAD AND BRIDGE STANDARDS rc,�� ANr, r:R1RCE 'sF,^IRARDs 12 DIA. PVC PIPE SLEEVE DRAIN ROAD AND BRIDGE STANDARDS 105 REVISION-"-_,.,,,.,, I"�- `• O " 204 REVISION PATE SHEET , OF i PE v15 OM1rE SHEET 1 OF i o y 245 302 VIRGINIA DEPARTMENT OF TRANSPORTATION <_�....,_ tilRrd°ai„ O'c,'Fai-!,>Cha Or Tr•, AN?!>qr-A-IU!J � (,L VIRGINIA DEPARTMENT CF TRANSPORTATION REVISION DATE SHEET 7 OF t 103.10 J i> 73 ` / 303 A %�-6” / V 474 773,0, 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS /� O 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS — _ \ RIP RAP OUTLET: 113.01 DETAIL tt MAXIMUM OUTLET S(FT) OF CHANNEL. OR MATCH EXISTING DITCH OR NATURAL GROUND. TYPE OF OUTLET PROTECTION MATERIAL VELOCITY MINIMUM "T" STRUCTURE ttl DETAIL ttl 1,5 {FOR DESIGN STORM> (ACHES) 1.5 4.5 FT 4,5 FT CLASS AI DRY STRUCTURE tt3 DETAIL UI 1.5 OLPTLET PROTECTION MINVMUM LENGTH tU CLASS Al CLASS Al DRY RiFRAP 8 fps 18 CLASS AI DRY STRUCTURE tt9 DETAIL U3 2,5 2,5 2.0 2,5 7.5 FT TYPE A INSTALLATION 3H CLASS I CLASS I DRY PIPPIN 14 fPs 24 1,5 0.25 5.0 FT 5.0 FT CLASS AI DRY T-YPE-B-:NST%LA710N- --- SH ---------- GLASS b CLASS R DRY RIPRAP 19 fps 36 RIP RAP OUTLET: 113.01 DETAIL tt W (FT) S(FT) T (FT)* H (FT) TOTAL WIDTH* TOTAL LENGTH* MAT'L CLASS STRUCTURE ttl DETAIL ttl 1,5 1.5 1,5 1.5 4.5 FT 4,5 FT CLASS AI DRY STRUCTURE tt3 DETAIL UI 1.5 1,5 1.5 1.5 4.5 FT 4.5 FT CLASS AI DRY STRUCTURE tt9 DETAIL U3 2,5 2,5 2.0 2,5 7.5 FT 7,5 FT CLASS I DRY FLUME OUTLET DETAIL U2 4,0 0 1,5 0.25 5.0 FT 5.0 FT CLASS AI DRY TABLE OF QUANTITIES DI -2A, 2B, 2c DI -2A 28, 2G EXISTING OR PROPOSED Q SIDEWALK. SEE NOTE 15 G%V. L2!/'•X2!/2'X'/E" E — ,_ ., 8,_S„ LDN2G- ice" -- EXPANSFON JOINT BACK OF SIDEWALK EXPANSION JOINT REINFORCING STEEL — �' 1",1'-2". " CALM, MC6X12 ,� _ 3' :2° TYPE L — .------------'( CONCRETE BARS A BARS A -i BARS 8 BARS B -i BARS C BARS HMS F WEIGHT — I I O ' OUTLET f-� A BARS A-10 I-3"•" C BARS A -i ----_,...._ .................__ Cu. Yds. No. Lin. FL* No. Lin. Ft. * No. Lin. FL* No. Lin. Ft. 31F No. Lin, FLNIE No. Lin, Ft. * No. Lin. Ft:4E Lbs. - ! 5 ` c G _ c 10" C -C D _ D _ c� iv PROTECTION DETAIL _...,.__._.__- •, ; ..; : 4? 195 4 3,_2„ 5 6,_p„ 4 3,.g, 3 4,-3., to 4'-6' 5 2=0" 3 2,_0:, 3 1,_6.. 84 11 PA DI 2A s '1 FOR RIP RAP D BM5 B -.-III - - 0 10" C"C �^ WELDED 6' 2.23 4 3'-2' 5 7'-0' 4 3'-6' 7 4'-3' to 4'-6" 5 2'•0" 3 4'-0" 1'-6" 119 I I _ _ _ . 7�P CAL 8' 2,57 4 3'-2" 5 9'-0" 4 3'-6" 71 4'-3" to 4'-6" 5 2'-0" 3 6'-p" 3 1'-6" 154 �� ^ .._ I - BARS C D! -2B 70' 2.79 3'-2" 5 11'•0" 4 3`-6" i5 4'-3" to 4'-6" 5 2'-0" 3 8'•4" 3 P-6° 188 FACE OF CUR@ - is 8" C -C •9 +," • 12" 9 i e IT 3.05 4 3'-2" 5 19-0" 4 3'-6" ,9 4'-3" to 41-8" 5 2'-O" 3 10'_0:, 3 1'-6" 224 • • �' ! t •- ra Tv O�W 2,-7„ _ -- —1111 =:III =:III ••' •_ —• • 0.9 q.,* ♦ —:III = 14' 3.34 4 3'-2" 5 75'--0" 4 3'-6" 23 4'-3" to #'-8" 5 2'-0" 3 12'-O" 3 1'-6" 259 • } . •� •• qm BARS A 16' 3.67 4 3'-2" 5 iT-0" 4 3'-S" 27 4'-3" to 4'-6" 5 2'-0" 3 14'-011 3 V-6" 244_/ :III—:III —:III —:III= RACK CONTROL JOINT C 10" C -C L -E 78' 3,89 4 3'-2" S 79'_0" 4 S-6" 31 4'-3" to 4'_6„ 2'_0„ 3 16'-0„ 3 i,_6„ 329 3'"0" 20' 4.17 4 3'-2" 5 21'-0" 4 Y' G" 35 4'-3" to 4'-8" 2'-0" 3 78'-0" 1'-6" 364 #4 O 12" (TYP. ALL 2'-0^ 2-z^ 6" (�. c SECTION B -B COLLAR 6' 2.24 4 s-2" s 7'-Q" 4 3'-6" 6 4'-3" to 4'-b" 5 2'-0" s 2'-r' 6 r-6" N5 WALLS) STEEL R ALL . _ _ I i , S' MIN. 3'-6" 6' MIN. :r p,_7„ - _ 8' 2.55 4 3,_2„ 5 9,-p„ 4 3,_8„ 10 4•-g" to 4,_6„ 2,_0„ g 3•..i•, g ,_ " 750 . *VALUE INDICATES MINIMUM REQUIRED 10'MAX. PLAN VIEW l"MAX. i'-4" „ 2'-0" N j"'T"I 2,82 4 '-o" 5 „'-0" 4 '_ •' 14 4'-3" to 4'-6" 5 2'-O" 6 4' " 165 � - 11 72' 3.09 4 3,-2" 5 13:_0„ 4 3,_6" 18 4'-3" to 4'-6" 5 2'-0" 6 5'-7" 6 •- 220 A SMS A-/ L 2'%z"X2�z'XI/�, � DI -2C 14 3.37 4 " 5 15,_0„ 4 3,-g„ 22 4`21" to 4,-g,: 5 2'-O'. 6 6,_7„ „ VARIABLE- MAX. 20' ( GALV. SLOPE OF 6 i'- 255 APPROACH 16' 3.65 4 '• 5 17'-0" 4 3'-8" 26 4'-3" to 4'-6" 5 2'-0" 8 T-7" g f-6" 290 SECTION A -A 2`'0" 8„ 2`"2" e" e" 3'-0" w ' SURFACE G%V. MC6X72 78' 3.93 4 3'-2" 5 19'-0" 4 '- " 30 4'-3" to 4'-6" 5 2'-0" 6 8'-1" f-6" 325 r T r 1 r PRS F ,� iv _ n 20' 4.20 4 3'-2" 5 21'-0" 4 3'-61• 34 4'-3" to 4'-6" 5 2'-0" 6 9'-i" 6 GALVANIZED MC 6 X 72 I o Q • A WARPED SECTION D -D NOTES > _ BARS E SURFACE DRAWN I. - -- - - -- 1. DEPTH OF INLET (M) TO BE SHOWN ON PLANS. 9. %L REINFORCING STEEL SHALL HAVE A 21. MINIMUM HEIGHT =PIPE DIA+2'-6" WHEN PIPES S T a 6' C -C WELD p_9•' MINIMUM COVER OF 2", ARE LOCATED UNDER EXTENDED "LOT OF INLET, rrr i BEFORE �+"1 2. THE "H" DIMENSION SHOWN ON THE STANDARDS ENERGY DISSIPATOR DETAIL BAH $ i B 2 BARS B-1 GALV• AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DMP NO WASTE DRAINS TO WATERWAYS LETTERING W DIAMETER a 6" C- GALV, WELD PLL FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2't 1S REQUIRED ON ALL DI -2 GRATES, LOCATION OF WEEP HOLE i BARS E 8' MC6X12 I/2, X 4„ TOP ARE THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MPNUFACTURER, CHECKED SEE NOTE 8 2'-0" ARE APPROXNATE ONLY FOR ESTIMATING PURPOSES 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 STUD SHEAR AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE !S TO DE (N.T.SJ CONNECTOR BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. I SECTION G -G TO COLLAR. ZZ MIN RATIED TMB -LION ADECREASE TO 1" WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT /U WILL, IN EVERY CASE, BE _ �ETTERiNG FRONT WHEN INLET IS USEQ SECTION E -E 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. WITH MEDIANS. IS -1, THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS DATE DI -2A DI -2B MATERIALS INCIDENTAL TO THE SHAPINO IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CURB �, WARPED GUTTER INCLUDED IN THE BID PRICE FOR 711E STRUCTURE. AND GUTTER SITUATIONS ONLY. r DETAIL A L L BARS A -i APPROACH GUTTER �] / Q I_' r` `i R I 7„ N THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH ,JI22/2Oi8 t 4. T HIGHER THAN THE STRUCTURE OF THE STRUCTURE CONCRETE BLOCKS IN ACCORDANCE WITH THE , THE INVERT OF THE STRUCTURE SHPLL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI -MB. L _ 2' 7"IL1111, I --I = G�12 MEAT MORTAR 70 PREVENT STANDING OR I` ETASCALE xI-^1, t i PONDING OF WATER N THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN IN WHICH CASE__tFLOWa-- - � �.....- WEEPHOLE y, X 1/ / L 2'!"XV(i'X1/4" OF FURNISHING AND PLACING ALL MATERI%S THE EXPANSION JOINTS WILL `APPLY ONLY TO 01+•" ! c"v b$ARSA-1F- SEE NOTE 8 BERT PLATES J , GA_UAMIZED INCIDENTAL TO THE SHA?NG (S TO BE NCLUDEO CURB MD GUTTER, F a 71 F 1 d - SLOPE OF IN THE BID PRICE FOR THE STRUCTURE.J m a .6" _ _ _I q f- - I BARS A - A.PPROAOF 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH BMS r?r o O. C -C n SURFACE STEPS ARE TO BE PROVIDED WHEN N IS 4'-O" (M OF 5'-2" WITHOUT PIPES. THE AMOUNT ' A/x j & _ i OR GREATER, FOR DETAILS SEE STANDARD ST -1. DISPLACED BY PIPES MUST BE DEDUCTED TO -FOR USE ON GRADES a,,rHMSB& I 'X4" STUD 5. OBTAIN TRU QUANTITIES, FORINLETS OFJJ90 C -C ''/q" SMEAR CONN. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE DIFFERENT DEPTHS ADC OR SUBTRACT 0.28 iL r :BARS C -C WELDED TO ANGIL CUBIC YARDS OF CONCRETE FOR EACH FOOT. OI -2C �'-"i 4 BARS F - IRON 2 2'C -C S. *,4 X 8" SMOOTH DOWELS AT APPROXIMATELY ,..-„"„a„�„ __SEE TYPE A WARPED TYPE B 2” C -C TO BE PLACED IN %L AREAS ADJACENT 7, LENGTH OF ANGLE IRON A5 SHOWN ON SHEET DETAIL A DRAWING J 1 J' SURFACE 7. TO ABUTTING CONCRETE TO PREVENT 1 OF 2 15 TO BE L 16" AT 4.10 LBS,/FT, 45• ~VGRATE � SETTLEMENT. 1 iI _ •' STEPS 78. IIF DENOTES LENGTH Of ONE <U BAR. 150 ± 7 LBS CAST IRAN I.! --._. I SEE NOTE 5 NOSE DETAILS 3" DIAMETER WEEP HOLE TO BE LOCATED TO Ftp;, ; I pwQW „ 2,_3•, TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD. 8. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 19, ALL REINFORCING BARS TO BE4s5. MA 1 I TYPE H NOSE DETAIL SHALL 8E USED WITH GG -6 STANDARD. 12"X12" PLASTIC HARDWAREWEEP '/4" MESH ' OR GALVANIZED STEEL WIRE, MINIMUM WIRE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT OGALVANZED F 68-30-ANDASEFOR TO BETPNCHOR£D WITHErNTX4 AN MOLE CLOTHEPNCHORERUFftMLY TO MESH THEOUTSIDE WATER TOWARD THE INLET THROAT. SECTION F -F FOR USE IN SAGS SECTION A -A SHEAR CONNECTORS WELDED TO BENT PLATE AT 2'C -C, STUD OF THE STRUCTURE. H07H SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STC. ST -1. `` oo-r SPECIFICATION SPECIFICATION '"�vmT ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE REFERENCE STANDARD CURB DROP INLET ROAD MID BRIDGE STANDARDS STOPM DETAILS SHEET 1 OF 2 REVISION DATE 12" - 2411 PIPE( MAXIMUM DEPTH (H) - 9' 233 233 12" - 24" PIPE: MAXIMUM DEPTH (H)-9' REVISION DATE SHEET 2 OF 2 19 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104,04 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS PEVISIONS I BY DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING SEED/STRAW NOTEI PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90L3S/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL, FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX, PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/IOOSF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, MULCH / TOPSOIL BACKFILL ROOTBALL AND TRUNK LODGEPOLE STAKING 3 PER TREE 0 0 PLAN SECTION GENERAL LANDSCAPE NOTES 1. ALL LANDSCAPED AREAS ARE TO RECEIVE 4" OF TOP SOIL, SOD, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED PER EARTHWORK SPECIFICATIONS. 2, ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE, 3, ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST, 4. ALL TREES MUST BE STRAIGHT TRUED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED, 5, ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION, 6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 7, ALL PLANTING BEDS MUST BE COMPLETE Y MULCHED AS SPECIFIED, 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION, 9, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 10. CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS, 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN SITEWORK SPECIFICATIONS. 12. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE SITEWORK SPECIFICATIONS BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD, 13. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 14. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS, 15, STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL, 16. ALL PLANT BEDS, TREES, SHRUB MASSES, ETC. SHALL RECEIVE A PREEMERGENT HERBICIDE AND 4 INCHES OF SHREDDED HARDWOOD MULCH, THIS INCLUDES A 4 FOOT DIAMETER MUCH RING AROUND ALL PROPOSED TREES, INCLUDING TREES IN GRASS/SOD AREAS. 17. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES ON SITE AND ADJACENT TO THE WORK AREA, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD, 18. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS, 19, DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD, 20. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 21, THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF 12 MONTHS FOLLOWING SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL REMOVE FROM THE SITE ANY PLANT THAT IS DEAD OR UNSATISFACTORY TO THE OWNER OR THE OWNER'S REPRESENTATIVE, AND ALL PLANTS SHALL BE REPLACED DURING NORMAL PLANTING SEASON WITH PLANTS OF EQUAL OR GREATER SIZE. THE CONTRACTOR SHALL ALSO MAINTAIN THE LANDSCAPING FOR THE SAME TWELVE (12) MONTH PERIOD FOLLOWING SUBSTANTIAL COMPLETION. 1. TREE WRAP SET TRUNK PLUMB / CENTER IN PIT 2. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. 4" ABS FILTER FABRIC WRAPPED PERFORATED STAND PIPE WITH REMOVABLE PVC CAP. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). B. PREPARED PLANTING SOIL AS SPECIFIED. REMOVE ROCKS 4" AND LARGER 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. SET ROOTBALL IN UNDISTURBED NATIVE SOIL. 11. 3/4" GRAVEL, DEPTH OF PIPE 12. 2" DIA. LODGE POLE PINE STAKE, 3 EACH 10' MIN., 12' LONG FOR 24" BOX, 14' FOR 36" BOX. SET ONE STAKE PERPENDICULAR TO PREVAILING WIND. CUT STAKES 6" BELOW CANOPY. 13. "CINCH TIE" BY U.I.T. OR EQUAL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. F. INSTALL STAND PIPE AND GRAVEL AT BASE WITH SPECIMEN (24" BOX AND LARGER) TREE ONLY. CANOPY TREE PLANTING >a LANDSCAPE DETAILS DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING MULCH/ TOPSOIL BACKFILL MULCH/ TOPSOIL BACKFILL 1. TREE WRAP.1. TREE WRAP. ROOTBALL AND TRUNK ROOTBALL AND TRUNK 2. 4" MINIMUM OF HARDWOOD MULCH 2. 4' MINIMUM OF HARDWOOD MULCH COMPACTED OR AS SPECIFIED. TREE STABILIZATION AND COMPACTED OR AS SPECIFIED. TREE STABILIZATION AND 3. STAKE SIZE SHALL BE ONE SIZE FERTILIZATION SYSTEM 3. STAKE SIZE SHALL BE ONE SIZE 1. FINISH GRADE FERTILIZATION SYSTEM HIGHER THAN REQUIRED FOR SIZE OF HIGHER THAN REQUIRED FOR SIZE OF 2. BACKFILL WITH PREPARED TREE. REFER TO SITEWORK TREE. REFER TO SITEWORK PLANTING SOIL MIX AS SPECIFICATIONS FOR APPROVED SPECIFICATIONS FOR APPROVED TWICE ROOTBALL SPECIFIED. MATERIALS AND INSTALLATION MATERIALS AND INSTALLATION DIAMETER 1 3. 12"f CLEAN SAND, COMPACTED. REQUIREMENTS. REQUIREMENTS. ADJUST LAYER THICKNESS SO 4. 3" HIGH SOIL BERM TO HOLD WATER. 4. 3" HIGH SOIL BERM TO HOLD WATER. TOP OF ROOTBALL IS AT EAST1" ABOVE FINISHED GRADE. 5. FINISHED GRADE (SEE GRADING PLAN 5. FINISHED GRADE (SEE GRADING 4. FILTER CLOTH PLAN PLAN). PLAN). 5. SLOPE BOTTOM TO DRAIN 6. TOP OF ROOTBALL MIN. 1" ABOVE 6. TOP OF ROOTBALL MIN. 1" ABOVE 2 6. 18%AUGERED HOLE FINISHED GRADE. FINISHED GRADE. -III _ PENETRATE THROUGH M 3 OCCLUDING LAYER TO 7. B & B OR CONTAINERIZED (SEE 7. B & B OR CONTAINERIZED (SEE WATER TABLE OR TO A -%Al/ SPECIFICATIONS FOR ROOT BALL SPECIFICATIONS FOR ROOT BALL _III- . // j . I 4 DEPTH OF 7' TO ASSURE REQUIREMENTS). REQUIREMENTS). -_ _I PROPER PERCOLATION. gyp, 8. PREPARED PLANTING SOIL AS SPECIFIED. @� 8. PREPARED PLANTING SOIL AS SPECIFIED. _- -III 5 7. BACKFILL WITH 1/2" - 3/4" GRAVEL. I �1�1 -III _- 8. WATER TABLE 6 • 9. ROOTBALLS GREATER THAN 24" 9. ROOTBALLS GREATER THAN 24" I I- r (I- DIAMETER SHALL BE PLACED ON 8 1 DIAMETER SHALL BE PLACED ON -) _-I FOR A PARKING ISLAND MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING RN MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING RN _ 7 PLANTING SITUATION, -I I I- CONTRACTOR TO BACKFILL 1 SMALLER THAN 24" IN DIA. MAY SIT DIA. 2 DIA. DIA. MAY SIT -� -III ENTIRE LENGTH OF PLANTING 8 ON COMPACTED EARTH. ONCOMPACTEDEARTH, AREA TO WITHIN 6" OF BACK 3 OF CURB OR EDGE OF 10. UNDISTURBED SUBSOIL. 10. UNDISTURBED SUBSOIL. SECTION PAVEMENT. 2 4 3 5 NOTES: NOTES: POOR DRAINAGE CONDITION >a 4 A. FINAL TREE STAKING DETAILS AND A. FINAL TREE STAKING DETAILS N.T.S. PLACEMENT TO BE APPROVED BY AND PLACEMENT TO BE OWNER. APPROVED BY OWNER. 5 a _ B. REMOVE BURLAP, WIRE AND I (- --' B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD I I 6 STRAPS (ANYTHING THAT COULD a _ = GIRDLE TREE OR RESTRICT ROOT �t,�c';' _ *'''- GIRDLE TREE OR RESTRICT ROOT s 1 11 ~ I 6 GROWTH) ON UPPER 1/3 OF - I GROWTH) ON UPPER 1/3 OF C. SEE LANDSCAPE NOTES FOR THE" �- 7 IIIIII ( III _ 8 C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 12 TYPE OF MULCH MATERIAL TO USE. D. I PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. IIII-III �, TYP' I I I 9 D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. III I I ( 9 E. BRANCHING HEIGHT TO A.A.N. SECTION 10 E. BRANCHING HEIGHT TO A.A.N. BEST FACE OF SHRUB/ 1. TOP OF SHRUB ROOTBALLS TO BE GROUNDCOVER TO FACE 10 STANDARDS. STANDARDS. FRONT OF PLAINTING BED. PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF 1/2 DIAMETER OF ROOT BALL REFER TO PLAINT + + T ROOTBALL. SCHEDULE FOR; SPACING + + + + 2• WHEN USED IN MASSES- PRUNE ALL TYP. SHRUBS TO ACHIEVE A UNIFORM SECTION M PLAN ASS/HEIGHT. LARGE TREE PLANTING SMALL TREE PLANTING 3. 4" MINIMUM OF HARDWOOD MULCH COMPACTED OR AS SPECIFIED. (14' OR GREATER) (14' OR LESS) 1 2 3 4 5 XX 4. EXCAVATE ENTIRE BED SPECIFIED FOR N.T.S.xx N.r.s. GROUNDCOVER BED. 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 03 2� 2� ` 6. PREPARED PLANTING SOIL AS - - _ SPECIFIED. NOTE: WHEN GROUND - 1. BASE OF TREE SHALL BE PLANTED COVERS AND SHRUBS USED IN SLIGHTLY ABOVE (1" MIN.) MASSES ENTIRE BED TO BE AMENDED ADJACENT FINISH GRADE. REMOVE I- :>.;�, -• _ I WITH PLANTING SOIL MIX AS SPECIFIED -I �.,,5��� ;; (� I= 1 ALL TWINE &STRAPS &CUT 1. 4" MINIMUM OF HARDWOOD MULCH :' - .,,. IN THE PLANTING SPECIFICATION. MULCH/ TOPSOIL BACKFILL BURLAP FROM TOP 1/3 OF MULCH/ TOPSOIL BACKFILL COMPACTED OR AS SPECIFIED. ;•:. - = I I_ I + I I ;'- '. II - -I 7. SCARIFYROOTBALL SIDES AND ROOTBALL. NO SYNTHETIC BURLAP = == •• . . BOTTOM. ROOTBALL AND TRUNK WILL BE ACCEPTED, 2. 4" SHREDDED HARDWOOD MULCH OR ROOTBALL AND TRUNK 2. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK I I I -yI"I III -'I 7 6 TREE STABILIZATION AND APPROVED EQUAL. TREE STABILIZATION AND SPECIFICATIONS FOR APPROVED d 12" FERTILIZATION SYSTEM FERTILIZATION SYSTEM MATERIALS AND INSTALLATION 3. DIAMETER OF TREE PIT TO BE TWICE REQUIREMENTS. TY, • THE DIAMETER OF ROOTBALL-IROUGHEN 3. BACKFILL WITH TOPSOIL IN SIDES OF TREE PIT. ACCORDANCE WITH THE PLANTING 4. 3" HIGH SOIL BERM TO HOLD WATER. SPECIFICATION. SECTION 4. TOP OF ROOTBALL MIN. 1" ABOVE 5. TOPSOIL MIX BACKFILL. FINISHED GRADE. SHRUB/GROUNDCOVER PLANTING PLAN 6. TREE WRAP. PLAN 5, B&B OR CONTAINERIZED (SEE 7. 4" MIN. OF TOPSOIL TO BRING TO SPECIFICATIONS FOR ROOT BALL N.T.S. FINISHED GRADE (SEE GRADING PLAN). REQUIREMENTS). 8, ROOTBALLS GREATER THAN 24" 6. PREPARE PLANTING SOIL AS DIAMETER SHALL BE PLACED ON SPECIFIED. MOUND OF UNDISTURBED SOIL TO 103/11 PLNTO PREVENT SETTLING ROOTBALLS 7. ROOTBALLS GREATER THAN 24" SMALLER THAN 24" IN DIA. MAY DIAMETER SHALL BE PLACED ON 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" SIT ON COMPACTED EARTH. MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 9. UNDISTURBED SUBSOIL. 10. PREPARE PLANTING SOIL AS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. SPECIFIED. 11, STAKE SIZE SHALL BE ONE SIZE3. 0 8. UNDISTURBED SUBSOIL. 9. 3" HIGH SOIL BERM TO HOLD WATER. 4" MINIMUM OF HARDWOOD MULCH COMPACTED OR AS HIGHER THAN REQUIRED FOR SIZE SPECIFIED. BEST FACE OF SHRUB/ = o OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED 1 10. TREE WRAP. GROUNDCOVER TO FACE EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER _ MATERIALS AND INSTALLATION REQUIREMENTS. 2 11. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. FRONT OF PLANTING BED.4. + + BED. REFER TO PLANT + + T 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE _ 3 SCHEDULE FOR SPACING + + + + (SEE GRADING PLAN). a w 1 o NOTES: A. FINAL TREE STAKING DETAILS 10 NOTES11 - -III-PLAN A. FINAL TREE STAKING DETAILS 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS 2 AND PLACEMENT TO BE APPROVED 4A ND PLACEMENT TO BE SPECIFIED IN THE PLANTING SPECIFICATION. z = 6 BY OWNER. II APPROVED BY OWNER. 3 9 -) 7. SCARIFY ROOTBALL SIDES AND BOTTOM. w = B. SET TREE AT ORIGINAL DEPTH. B. REMOVE BURLAP, WIRE AND 4 REMOVE BURLAP, WIRE AND STRAPS -III STRAPS (ANYTHING THAT 8. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR w 7 (ANYTHING THAT COULD GIRDLE TREE _ 5 COULD GIRDLE TREE OR PLANTING. 5 OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. _ _; II ;';: RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. - - _- _- _ C . SEE LANDSCAPE NOTES FOR THE 6 }' =II� _ C. SEE LANDSCAPE NOTES FOR 8 1 2 3 4 5 Y ^ I= I=III- I TYPE OF MULCH MATERIAL TO USE. I I -III- 7 THE TYPE OF MULCH MATERIAL TO USE. I ` ` =III RUNEAS DIREC D LANDSCAPEEARCHITECT�D BY CO 10 _-III-I i I D. PRUNE TREE AS DIRECTED BY -_ -_+.+,.V - 12 " E. BRANCHING HEIGHT TO A.A.N. _ III -I j 11 STANDARDS TYP. E. BRANCHING HEIGHT TO A.A.N. 8 12" STANDARDS. I _- 9 SECTION TYP. SECTION I ,,. •I III- I� ^ i I I I-'' _ =1 SECTION " -I I 111=111= 7 6 MULTI -TRUNK TREE PLANTING TREE PLANTING ON SLOPE TYP N.T.S. F1SHRUB/GROUNDCOVER N.T.S. PLANTING ON SLOPE N.T.S. 03 2I kALT TANK PLN 103/05/42 1 1 1R PIJi1Ci SLP 103/1111 PLNiti MULCH / TOPSOIL BACKFILL ROOTBALL AND TRUNK LODGEPOLE STAKING 3 PER TREE 0 0 PLAN SECTION GENERAL LANDSCAPE NOTES 1. ALL LANDSCAPED AREAS ARE TO RECEIVE 4" OF TOP SOIL, SOD, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED PER EARTHWORK SPECIFICATIONS. 2, ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE, 3, ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST, 4. ALL TREES MUST BE STRAIGHT TRUED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED, 5, ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION, 6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 7, ALL PLANTING BEDS MUST BE COMPLETE Y MULCHED AS SPECIFIED, 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION, 9, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 10. CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS, 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN SITEWORK SPECIFICATIONS. 12. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE SITEWORK SPECIFICATIONS BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD, 13. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 14. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS, 15, STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL, 16. ALL PLANT BEDS, TREES, SHRUB MASSES, ETC. SHALL RECEIVE A PREEMERGENT HERBICIDE AND 4 INCHES OF SHREDDED HARDWOOD MULCH, THIS INCLUDES A 4 FOOT DIAMETER MUCH RING AROUND ALL PROPOSED TREES, INCLUDING TREES IN GRASS/SOD AREAS. 17. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES ON SITE AND ADJACENT TO THE WORK AREA, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD, 18. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS, 19, DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD, 20. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 21, THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF 12 MONTHS FOLLOWING SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL REMOVE FROM THE SITE ANY PLANT THAT IS DEAD OR UNSATISFACTORY TO THE OWNER OR THE OWNER'S REPRESENTATIVE, AND ALL PLANTS SHALL BE REPLACED DURING NORMAL PLANTING SEASON WITH PLANTS OF EQUAL OR GREATER SIZE. THE CONTRACTOR SHALL ALSO MAINTAIN THE LANDSCAPING FOR THE SAME TWELVE (12) MONTH PERIOD FOLLOWING SUBSTANTIAL COMPLETION. 1. TREE WRAP SET TRUNK PLUMB / CENTER IN PIT 2. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. 4" ABS FILTER FABRIC WRAPPED PERFORATED STAND PIPE WITH REMOVABLE PVC CAP. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). B. PREPARED PLANTING SOIL AS SPECIFIED. REMOVE ROCKS 4" AND LARGER 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. SET ROOTBALL IN UNDISTURBED NATIVE SOIL. 11. 3/4" GRAVEL, DEPTH OF PIPE 12. 2" DIA. LODGE POLE PINE STAKE, 3 EACH 10' MIN., 12' LONG FOR 24" BOX, 14' FOR 36" BOX. SET ONE STAKE PERPENDICULAR TO PREVAILING WIND. CUT STAKES 6" BELOW CANOPY. 13. "CINCH TIE" BY U.I.T. OR EQUAL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. F. INSTALL STAND PIPE AND GRAVEL AT BASE WITH SPECIMEN (24" BOX AND LARGER) TREE ONLY. CANOPY TREE PLANTING >a LANDSCAPE DETAILS DRAWN BJH CHECKED TMB DATE 03/22/2018 SCALE DRAWING ALBEMARLE • VIRGINIA 1 � t • � � 1 1 EBRUARY 14, 2018 NOTES FOR THE CONSTRUCTION OF THE CAST -IN-PLACE CONCRETE RETAINING WALL_ 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE STANDARD 318-11 12. FOOTINGS MAY BE CAST INTO AN EARTH -FORMED TRENCH IF SOIL CONDITIONS PERMIT. 20. BRACE WALLS DURING BACKFILLING OR USE HAND OPERATED EQUIPMENT WITHIN 5' BEHIND WALLS. AND IBC 2012. 2. SOIL BEARING CAPACITY VARIES, (SEE ELEVATION VIEW) AND SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 3. BACKFILL AROUND THE CAST -IN-PLACE CONCRETE RETAINING WALL SHALL BE PLACED IN 8" LIFTS AT 95% STANDARD PROCTOR COMPACTION. 4. ALL STEEL SHALL BE ASTM A615 GRADE 60 REINFORCEMENT. 5. UNLESS OTHERWISE NOTED, ALL REINFORCING LAP SPLICES SHALL BE PER ACI STANDARDS CLASS B SPLICES. 6. PRIOR TO PLACING CONCRETE, ALL REINFORCING STEEL SHALL BE FREE OF RUST SCALE OR ANY FOREIGN MATERIAL. 7. CONCRETE TO BE 3000 PSI WITH SLUMP OF 4 TO 6 INCHES. 8. VERTICAL CONTROL JOINTS SHALL BE MADE WITH CAMFER EDGES AT 25 FT. (MIN.) INTERVALS ALONG WALL LENGTH. 9. TEMPORARY SAFETY FENCE SHALL BE INSTALLED MEETING CURRENT OSHA STANDARDS UNTIL PERMANENT FENCE (DESIGNED BY OTHERS) IS INSTALLED. 10. ALL EXCAVATIONS MADE FOR THE WALL CONSTRUCTION SHALL BE APPROVED BY THE ON-SITE GEOTECHNICAL ENGINEER AND MEET OSHA STANDARDS PRIOR TO CONSTRUCTION. 11. CONTRACTOR SHALL GIVE CONSTRUCTION VERIFICATION ENGINEER 48 HOURS NOTICE PRIOR TO POURING ANY CONCRETE. ALL REINFORCING STEEL SHALL BE INSPECTED BY THE CONSTRUCTION VERIFICATION ENGINEER PRIOR TO POURING CONCRETE. 13. EXCAVATION FOR FOOTING SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN ON PLANS. ALL SOIL BELOW SLABS AND FOOTINGS SHALL BE PROPERLY COMPACTED AND SUB GRADE BROUGHT TO A REASONABLE TRUE AND LEVEL PLANE BEFORE PLACING CONCRETE. 14. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. 15. NO EXCAVATION SHALL BE CLOSER THAN A 2:11 (2 HORIZONTAL TO 1 VERTICAL) ZONE OF INFLUENCE EXTENDING OUT DOWNWARD FROM THE CAST -IN -(PLACE FOOTING. PROVIDE SHORING AND PROTECTION FOR EXCAVATION BANKS A NECESSARY TO PRESERVE SAFETY AND PREVENT CAVING. 16. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE FOUNDATION CONCRETE IS PLACED. 17. THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. 18. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE AT THE JOB SITE FOR REVIEW OF WORK DOES NOT IMPLY CONFIRMATION OF THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLIANCE WITH OSHA REGULATIONS. 19. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE CIVIL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 21. FACTORS OF SAFETY:, F.S. OF SLIDING = 1.5 F.S. OF OVERTURNING = 2.0 F.S. OF BEARING CAPACITY = 2.0 F.S. OF GLOBAL STABILITY = 1.3 22. THE CAST -IN-PLACE CONCRETE RETAINING WALL IS BASED ON THE FOLLOWING PARAMETERS: EFFECTIVE FRICTION ANGLE = 28° COEFFICIENT OF FRICTION = 0.35 UNIT WEIGHT OF SOIL = 120 PCF BEARING CAPACITY OF SOIL = 2000 PSF SURCHARGE = 100 PSF HYDROSTATIC LOAD = N/A 23. THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETARY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF EARTH DESIGN SERVICES, PLLC. THIS DRAWING, DESIGN NOTES, AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY EARTH DESIGN SERVICES, PLLC. FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. 24. CONSTRUCTION VERIFICATION OF THE WALL INSTALLATION BY AN ENGINEER IS REQUIRED AND MUST BE PROVIDED BY A KNOWLEDGEABLE GEOTECHNICAL ENGINEER FAMILIAR WITH CAST -IN-PLACE STRUCTURES. EDS CAN PERFORM THIS VERIFICATION AS REQUESTED BUT MUST INCLUDE DAILY SITE VISITS. 25. FAILURE OF QUALITY ASSURANCE TESTING AND INSPECTION TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS NOTED, NOR SHALL IT OBLIGATE THE OWNER'S REPRESENTATIVE FOR FINAL ACCEPTANCE. 26. COPYRIGHT © 2018 EARTH DESIGN SERVICES, PLLC. NOTE: THE CIVIL SITE DESIGNER SHALL APPROVE PRIOR TO CONSTRUCTION THE DETAILED LAYOUT FOR THE RETAINING WALL(S) AS SHOWN IN THESE SHOP DRAWINGS. DESIGN AND COORDINATION OF SURFACE DRAINAGE, STORM STRUCTURES, UTILITIES, FENCES, CURBS, GUARDRAILS AND OTHER NEW AND EXISTING IMPROVEMENTS IN THE RETAINING WALL AREA REMAINS THE SOLE RESPONSIBILITY OF THE CIVIL SITE DESIGNER. THE WALL INSTALLER IS RESPONSIBLE FOR PROVIDING DRAINAGE AS SHOWN ON THE CONSTRUCTION DRAWINGS. FAILURE TO FOLLOW THESE DRAWINGS IN THEIR ENTIRETY WILL INVALIDATE THE DESIGN. W Z W Z O tL U a � z W W Z in J U O Z w O U U ry 06 � Q Z O -� U J Wre o0 LL W w cn W �ry 0000 Q�CD o�o N C`7 O O 6-1- - DRAWN BY: CWL CWL �v >, G7 CHECKED BY: LGP DATE: 02/14/18 1 SCALE: 1 AS NOTED FREELAND & KAUFFIIVIIAN, INC. 209 WEST STONE AVENUE GREENVILLE, SC 29609 TEL: (864) 282-3039 CLIENT EARTH DESIGN SER VI CES PLLC. 441 CREEKSTONE RIDGE WOODSTOCK, GEORGIA 30188 TEL: (770) 592-2950 FAX: (770) 592-2953 EMAIL: ENGINEEIRING@EESOLS.COM ENGINEEREDEARTHSOLUTIONS.COM [ME mi I, 4 0 �T - Arm ENGINEER z 0 U) !a! 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O. f• •I CROSSAll: m AREA , T 7"7 TO EXCEEID 2% IN ANY DIRECTION•11 i►Ti�����.��i�!i�!� ►�i��i��i�L��S�!"�1�A�a��a't :��.� �� :�� ��4f a'1►[.i►L�E�� t� �► �' �.* �� ��:!. ®r � III NOT TO SCALE (�!1�111.71�� I �l \, 5 I I { { 'rc,7� BOF I 1 723 -' A95 CJ (CONTROL JOINT/CONSTRUCTION JOINT) I EJ I BC, 711) CJ@C CJ@C (CONSTRUCTION JOINT AT CORNER) bCi' 1 ;li u r J Dri c vc, En sem . r"72.270.9 TW -76Z 4172.2END WALL B BW174.0 \ j f't'. -1131 , I-� C. 3 i:,:, Z) 4.4� r�z 1 TAPER C LR8 FROM z� I 6' TO PROVIDE CONC. r REI -E= SWALE II1111 I \ I CAST -IN-PLACE RETAINING WALL -A LflLIC, ll END WALL C II MOW I BCD7256 723 BROW I I I 3 i I II �I II coI I I I 0 ( RlJ14iE LDETAU) 0 TW�746 3ut1c1tng` BW04D r_7072.9 BC'727 END WALL A 4I 3 -2. _......... _ FLUB (SEE DETAIL) RETANNG WALL (SEE NOTE THIS TC174,2 1742 8C''13,7 732 -1-a TC�722 BC�717 073.7 0732 ems. .-•-, .-=--- 74a6 TAPE CSB FROM 6 TO 9 OVER 15' BEGIN WALL A 0 74,38 Bc�75A .�I �..h .. 744 t; DRY DETENTION SYSTEM - (SEE DETAILS) N •+ mm TOMB TAPER C11-0 FROM BLOW SC's � Bc6' TO 0' OVER p' 70.95 .. �` M�jTD'A* en 5� a, ADEQUATE M, 7M DRAINAGE TO NETS F 366 BC�729 , v TC1710 TC17M BCt705 BC17L75 mkc STAIL WATER '200EXCEED i DIRECTION PROTO.. *w- S.F. NOTEXCEED [F -FE -.475. • i . O. f• •I CROSSAll: m AREA , T 7"7 TO EXCEEID 2% IN ANY DIRECTION•11 i►Ti�����.��i�!i�!� ►�i��i��i�L��S�!"�1�A�a��a't :��.� �� :�� ��4f a'1►[.i►L�E�� t� �► �' �.* �� ��:!. ®r � III NOT TO SCALE THE ABOVE PLAN VIEW HAS BEEN COPIED FROM CIVIL SITE PLANS PREPARED BY FREELAND AND KAUFFMAN, INC. DATED 01/29/2018 FOR REFERENCE. REFER TO CIVIL SITE PLANS FOR STRUCTURE LAYOUT INFORMATION. CAST -IN-PLACE WALL LAYOUT SHALL BE APPROVED BY THE CIVIL SITE DESIGNER PRIOR TO CONSTRUCTION. ME 1 5 u 20 0 20 40 80 HORIZONTAL SCALE BEGIN WALL C -;I A8 P \ 72.85 .:1 475 470 NOTE: CONSTRUCTION VERIFICATION OF THE WALL INSTALLATION BY AN ENGINEER IS REQUIRED BY THE LOCAL MUNICIPALITY AND MUST BE PROVIDED BY A KNOWLEDGEABLE GEOTECHNICAL ENGINEER FAMILIAR WITH CAST -IN-PLACE STRUCTURES. 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ME 1 5 u 20 0 20 40 80 HORIZONTAL SCALE BEGIN WALL C -;I A8 P \ 72.85 .:1 475 470 NOTE: CONSTRUCTION VERIFICATION OF THE WALL INSTALLATION BY AN ENGINEER IS REQUIRED BY THE LOCAL MUNICIPALITY AND MUST BE PROVIDED BY A KNOWLEDGEABLE GEOTECHNICAL ENGINEER FAMILIAR WITH CAST -IN-PLACE STRUCTURES. 2 -z + Zt t t t Qt ZOO ZO O CD r �T m Q co F- c~n c~n co c~n w c i TW 480.0 480 TW 478.5T 480 W 478.0 ----- TW 477.0 - - - TW 476.0 Ci @C CJ CJ TW 474.5 475 - - - - - - - - - CJ CJ 475 ' • .............................. ........................................ TF 473.0 .................................... TF 473.0 � ...... ........... ' BOF 472.0 BOF 472.0 470 470CD \ co `oCD CD 1 + + t i (~!� co c / 130.0' Ilk \ S7 S4 CAST -IN-PLACE DESIGN SECTION 1820 1159 APPLIED BEARING PRESSURE (PSF) FRONT FACE ELEVATION VIEW WALL A 2 PROPOSED HANDRAIL (BY OTHERS) IN -1; TOP OF WALL C. REFER TO CIVIL SITE PLANS FOR SIZE, SPACING, AND DETAILS. j J \ <-J TJ� Qt Z ZCD o �0 1 O QO n -IM DO (A U) wUI ZCD zo >0 Bco 480 480 / 480 I - TW 474.8i' TW 475.4 TW 474.5475 475 - _ -I _ TW 473.6 ) 475 TW 473.2 - - ci TF A 7.1, BOF 471.0 CAST -IN-PLACE DESIGN SECTION 587 APPLIED BEARING PRESSURE (PSF) FRONT FACE ELEVATION VIEW WALL B 'F 472.0 BOF 471.0 TF 472.0 � � 7F 472.0 470 470 BOF 471.0 BOF 471.0 CAST -IN-PLACE DESIGN SECTION 587 APPLIED BEARING PRESSURE (PSF) FRONT FACE ELEVATION VIEW ' WALL C 470 THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETARY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF ENGINEERED EARTH SOLUTIONS, LLC. THIS DRAWING, DESIGN NOTES, AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY ENGINEERED EARTH SOLUTIONS, LLC. FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. COPYRIGHT © 2018 EARTH DESIGN SERVICES, PLLC z 0 W z O 1= nw U U 06 Z U) O U J �� O p LL w w cn :) > U) w L E co 00 T.. T t O c"I co r I r DRAWN BY: LEGEND TF TOP OF FOOTING TW TOP OF WALL BOF BOTTOM OF FOOTING - - - - - - - PROPOSED GRADE AT WALL I CJ I CJ (CONTROL JOINT/CONSTRUCTION JOINT) I EJ I EJ (EXPANSION JOINT) CJ@C CJ@C (CONSTRUCTION JOINT AT CORNER) 2 -z + Zt t t t Qt ZOO ZO O CD r �T m Q co F- c~n c~n co c~n w c i TW 480.0 480 TW 478.5T 480 W 478.0 ----- TW 477.0 - - - TW 476.0 Ci @C CJ CJ TW 474.5 475 - - - - - - - - - CJ CJ 475 ' • .............................. ........................................ TF 473.0 .................................... TF 473.0 � ...... ........... ' BOF 472.0 BOF 472.0 470 470CD \ co `oCD CD 1 + + t i (~!� co c / 130.0' Ilk \ S7 S4 CAST -IN-PLACE DESIGN SECTION 1820 1159 APPLIED BEARING PRESSURE (PSF) FRONT FACE ELEVATION VIEW WALL A 2 PROPOSED HANDRAIL (BY OTHERS) IN -1; TOP OF WALL C. REFER TO CIVIL SITE PLANS FOR SIZE, SPACING, AND DETAILS. j J \ <-J TJ� Qt Z ZCD o �0 1 O QO n -IM DO (A U) wUI ZCD zo >0 Bco 480 480 / 480 I - TW 474.8i' TW 475.4 TW 474.5475 475 - _ -I _ TW 473.6 ) 475 TW 473.2 - - ci TF A 7.1, BOF 471.0 CAST -IN-PLACE DESIGN SECTION 587 APPLIED BEARING PRESSURE (PSF) FRONT FACE ELEVATION VIEW WALL B 'F 472.0 BOF 471.0 TF 472.0 � � 7F 472.0 470 470 BOF 471.0 BOF 471.0 CAST -IN-PLACE DESIGN SECTION 587 APPLIED BEARING PRESSURE (PSF) FRONT FACE ELEVATION VIEW ' WALL C 470 THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETARY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF ENGINEERED EARTH SOLUTIONS, LLC. THIS DRAWING, DESIGN NOTES, AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY ENGINEERED EARTH SOLUTIONS, LLC. FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. COPYRIGHT © 2018 EARTH DESIGN SERVICES, PLLC z 0 W z O 1= nw U U 06 Z U) O U J �� O p LL w w cn :) > U) w L E co 00 T.. T t O c"I co r I r DRAWN BY: z CWL DESIGNED BY: CWL�`� CHECKED BY: LGP DATE: 02/14/18�� SCALE: AS NOTED FREELAND & KA UFFMAN, INC. 209 WEST STONE AVENUE GREENVILLE, SC 29609 TEL: (864) 282-3039 (CLIENT EARTH DESIGN SER VI CES PLL C. 441 CREEKSTONE RIDGE WOODSTOCK, GEORGIA 30188 TEL: (770) 592-2950 FAX: (770) 592-2953 EMAIL: ENGINEERING@EESOLS.COM ENGINEEREDEARTHSOLUTIONS.COM W W z D C) Q w -jQ W J Q PLAN & ELEVATION VIEW SHEET SHEET 2 OF 3 PROJECT NO.: F17-1087 TEMPORARY SAFETY FENCE SHALL BE INSTALLED MEETING CURRENT OSHA STANDARDS UNTIL PERMANENT FENCE (DESIGNED AND PROVIDED BY OTHERS) IS INSTALLED. EES IS RESPONSIBLE FOR THE REINFORCED EARTH STRUCTURE ONLY. ALL SAFETY RESTRAINT SYSTEMS (FENCES, GUARDRAILS, BALLARDS, ETC.) SHALL BE DESIGNED BY THE CIVIL SITE DESIGNER. STEEL SLEEVE 6" DIA. STEM WIDTH(SW) MAX SET IN WALL FOR FUTURE FENCE POST INSTALLATION. Id (DEVELOPMENT LENGTH - USED FOR SPLICING BARS) 4 29" 3 (MIN.) 42" MIN. 1 - 1 i_ - I' - CONCRETE SWALE (BY OTHERS) 6" MIN. COMPACTED LOW - ( PERMEABLE FILL (ML - CL) 1I 1 36" 3" (CLR.) " — 110 BARS I. #4 @ 12" 2.5" (CLR.) • 2.5" (CLR.) "Lw" BARS MIRAFI G20ON DRAINAGE / COMPOSITE ON 8.0' CENTERS ROLLED DOWN BACK CUT '21 RETAINED SOIL / 1 12" MIN. 1 WALL HEIGHT (H) "O" BARS I • #57 FREE 1 VARIES (SEE ELEVATION VIEW) TF (TOP OF FOOTING) 3" (CLR.) 6.0" • • • r 11 V-6" LAP LENGTH FTG.DEPTH IL U 2 LL w Z3- CLR. d (TYP.) FTG. REINFORCMENT (2) - #4 CONT. STEPPED FOOTING DETAIL NOT TO SCALE 3/4" WJOI,NT J, i i , JOINT i i 2X4 KEY i ���'�STOP HORIZ. BARS 3" FROM JOINT (TYP. EACH FACE) 6" WATERSTOP CONT. 1/2" PREMOLDED JOINT FILLER EXPANSION JOINT - 100.0' O. C. MAX. NOT TO SCALE TEMPORARY BACK GUT TO BE DRAINING STONIi APPROVED BY ON -S TE - - "--- ---- _,--4 4 0Z. NEEDLEPUNCHED GEOTECHNICAL ENGINEER >_ -- NONWOVEN FILTEk FABRIC PRIOR TO CONSTRU TION. JI- 12" MIN. 1 4" PERFORATED DR�IN PIPE TO RUN ENTIRE PROPOSED HANDRAIL (BY OTHERS) IIN TOP OF o WALL C. REFER TO CIVIL SITE PLANS FOR SIZE, /o LENGTH OF WALL AT 1 SLOPE AND OUTLET SPACING, AND DETAILS. THROUGH WALL FAQE EVERT 10.0' O.C. 1 1" DEEP, 4" WIDE 1( SHEAR KEY Now U_ EQ. SPACE "Lb"' BARS (TOP AND BOTTOM) 1 2" CLR. ` , REFER TO CIVIL SITE PLANS FOR HEIGHT Z,e • • / STEEL SLEEVE 4" DIA. P" BARS FOOTING THICKNESS (FT) MAX SET IN WALL FOR • • .� BOF \� "Lb" BARS U U • • '3" CLR. "T" BARS TOE WIDTH HEEL WIDTH (H KEY WIDTH (KW) "Kw" BARS FUTURE HANDRAIL POST INSTALLATION. KEY DEPTH (KD) �I 0 I I _J WALL C -- RETAINED SOIL --Z_,_ l i I TOTAL FOOTING WIDTH W I SEE CAST IN PLACE (CIP) RETAINING WALL SCHEDULE FOR REINFORCEMENT AND DIMENSIONS HANDRAIL INSTALLATION DETAIL WALL C TYPICAL CAST IN PLACE CROSS SECTION NOT TO SCALE NOT TO SCALE NOTE: IF WALL HEIGHT IS LESS THAN DESIGN -SECTION HEIGHT USE REINFORCEMENT LAYOUT FROM BOTTOM OF WALL (BW) UP TO ELEVATION OF TOP OF WALL. BAR NO. Id (DEVELOPMENT LENGTH - USED FOR SPLICING BARS) 4 29" 5 36" =MAI wTowasimmim ME !� � �• • Design Section �a Elm -i IIIc ;� � • � � � � � ,� J i i NOTE: CONTROL JOINTS MAY BE SUBSTITUTED FOR CONSTRUCTION i JOINTS AS NEEDED FOR CONSTRUCTION i i i i JOINT C / 3/4" \ JOINT I / 1 3/4'' 1/2" - CONSTRUCTION JOINT NOT TO SCALE 3/4" 11 1 -\ CLJOINT F 3/4" JOINT �� 1/2" er I � , CONTROL JOINT - 25.0' O. C. MAX. CORNER BARS (SAME SIZE & SPACING AS HORIZ. WALL REINFORCEMENT) 2" CLR. (TYP.) NOT TO SCALE J `r -SEE SCHEDULE FOR WALL REINFORCEMENT CORNER REINFORCEMENT DETAIL 2 - - - — - — NOT TO SCALE -- - FORM AND POUR CIP WALL UP TO SIDE OF BUILDING WALL. THERE IS NOT A PHYSICAL CONNECTION BETWEEN THE CIP WALL AND THE BUILDING WALL. BUILDING WALL 1.0' j J i i FRONT FACE OF CIP WALL A 4 OZ. NEEDLEPUNCHED NONWOVEN FILTER FABRIC , 11 PLAN VIEW I WALL ABUTMENT DETAIL I NOT TO SCALE THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETARY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF ENGINEERED EARTH SOLUTIONS, LLC. THIS DRAWING, DESIGN NOTES, AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY ENGINEERED EARTH SOLUTIONS, LLC. FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. COPYRIGHT © 2018 EARTH DESIGN SERVICES, PLLC. W z w Z O 2 U a � Z in w_ ZW 0 J z U 0 CL O w U 0 U >_ U Q Z cn J w �� w/ 0 0 ii 0 w cwn >> CQ w 00 00 'IT n o;o OCD z i I I DRAWN BY: CWL DESIGNED BY:G1� 1A� CWL CHECKED BY: ` LGP DATE: Q 02/14/18 ��O .,z SCALE: 0 q4Q AS NOTED FREELAND & KAUFFMAN, INC 209 WEST STONE AVENUE GREENVILLE, SC 29609 TEL: (864) ;282-3039 CLIENT EARTH DESIGN SERVICES PLL' C. 441 CREEKSTONE RIDGE WOODSTOCK, GEORGIA 30188 TEL: (770) 592-2950 FAX: (770) 592-2953 EMAIL: ENGINEERING@EESOLS.COM ENGINEEREDEARTHSOLUTIONS.COM ■ M WE ■ ENGINEER Q z W z Z) J 0 0 Q W C Q LIJ G m J Q DETAIL SHEET SHEET 3 OF 3 PROJECT NO.: F 1 7-1 087 0a1 I I I I I I I I I I I I i I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �I �I �I �I I I m I 0 m Li V) 0 > L LJ IIS Z W^ �(D 0— V D LJ 0 o 11 no $T 1ME$ST AMP$ $LEV001 FOR INDEX OF SHEETS SEE SHEET IA $LEV002 VICINITY MAP N.T.S. TO WAYNESBORO CONVENTIONAL SIGNS STATE LINE ------ - ... ------------------------------------ - - COUNTY LINE -------------- -------------------------------- - CITY,TOWN OR VILLAGE _________________--__--___ _ — RIGHT OF WAY LINE -------------------------------__-- FENCE LINE ---------------------- - ------------------------- x X UNFENCED PROPERTY LINE __._______________________ fi FENCED PROPERTY LINE ------------------------------- X X WATERLINE ---------------------------------------------- - SANITARY SEWER LINE -------------------------------- - --8"5---- -- ELECTRIC UNDERGROUND CABLE _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - TRAVELED WAY --------------------------------------------- - - - - - - - - - - GUARDRAII,------------------------- ---------------------- RETAINING WALL -------------------- --------------------- RAILROADS------------------------------------------------- - . . . 1==t= 1 BASE OR SURVEY LINE ______________________________ d 0 �,(� � 7�7y� M LEVEE OR EMBANKMENT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ YhlhHIiIIIIJIIIltlll6111 X11 MINI lilllllll lAlJIuIILA lllldl Nillllll ru��u rN�u�i ru�urrrmuur�nl I�I7Irr�mlm� Irrllllm� �rul i BRIDGES ------------------------- --------------- CULVERTS --------------- _ ----------------------------------- - - - - - - - -I DROP INLET ---------------------- - ------------------------- ri POWER POLES ------------------------------- ----------- E ■- M- M_ E_ TELEPHONE OR TELEGRAPH POLES ---------------- TELEPHONE OR TELEGRAPH LINES ________________ UTg _ HEDGE-------- - ---------------------------------------------- TREES --------------------------------------TREES------------------------------------------------------- 0 0 0 0 HEAVY WOODS ----------------------------------------------- GROUND ---GROUND ELEVATION _____________________________________ DATUM LINE Q GRADE ELEVATION ------ ----------------------------- .-.-.. DATUM LINE �I $LEV003 $LEV004 A V -ON ST11DX REd viL:,T iuU.JXT1EdNSIO!11r I'; OA IIS ' A 1 IMP11LDkOV1uU.JM1EdNTS N—EAJILD,k Flw'14TH S $LEV005 BEGIN PROJECT -L- STA. 19+56.58 -L- STA. 11+29.07 ®1 $LEV006 STATE 1 r E.UCRHL HIU 1 J 1 H I L SHEET PROJECT I ROUTE PROJECT NO. VA. 7421 /7234 1 / RAM EY KE M P ASSOCIATES, INC. T r a n s p o r t a t i o n E n g i n e e r s 4343 Cox Road Glen Allen, Virginia 23060 Phone: 804-217-8560 www.rameykemp.com DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PRELIMINARY PLANS 00 Wr um FM commue M INDEX OF SHEETS SHEET NO. SHEET 1 2 3 4 PMP -1 TC -1 THRU TC -2 X-1 THRU X-5 EC -0 THRU EC -4 TO RICHMOND ALBEMARLE COUNTY ROADWAY CONSTRUCTION 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). 10. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 11. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 12. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 13. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 14. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 15. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 17. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 18. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 19. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. 20. Pipe and riser joints are to be watertight within stormwater management facilities. 21. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. CODE NO. 6010 PLAN NO. TITLE SHEET TYPICAL BLANK PLAN SHEET PAVEMENT MARKING SHEET TRAFFIC CONTROL NOTES CROSS SECTIONS EROSION CONTROL PLANS 17234 FILE NO. SHEET NO. V) V) V) Z Z z a� _J <Z ala F- 0- � F l o W ui W J_ W F— U W U W ~ ZIJ ZIJ Z J W oo oo o mo aU a aU c� Z > 0 w o i? w D' vi z V) W o O cr U $T 1ME$ST AMP$ $LEV001 FOR INDEX OF SHEETS SEE SHEET IA $LEV002 VICINITY MAP N.T.S. TO WAYNESBORO CONVENTIONAL SIGNS STATE LINE ------ - ... ------------------------------------ - - COUNTY LINE -------------- -------------------------------- - CITY,TOWN OR VILLAGE _________________--__--___ _ — RIGHT OF WAY LINE -------------------------------__-- FENCE LINE ---------------------- - ------------------------- x X UNFENCED PROPERTY LINE __._______________________ fi FENCED PROPERTY LINE ------------------------------- X X WATERLINE ---------------------------------------------- - SANITARY SEWER LINE -------------------------------- - --8"5---- -- ELECTRIC UNDERGROUND CABLE _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - TRAVELED WAY --------------------------------------------- - - - - - - - - - - GUARDRAII,------------------------- ---------------------- RETAINING WALL -------------------- --------------------- RAILROADS------------------------------------------------- - . . . 1==t= 1 BASE OR SURVEY LINE ______________________________ d 0 �,(� � 7�7y� M LEVEE OR EMBANKMENT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ YhlhHIiIIIIJIIIltlll6111 X11 MINI lilllllll lAlJIuIILA lllldl Nillllll ru��u rN�u�i ru�urrrmuur�nl I�I7Irr�mlm� Irrllllm� �rul i BRIDGES ------------------------- --------------- CULVERTS --------------- _ ----------------------------------- - - - - - - - -I DROP INLET ---------------------- - ------------------------- ri POWER POLES ------------------------------- ----------- E ■- M- M_ E_ TELEPHONE OR TELEGRAPH POLES ---------------- TELEPHONE OR TELEGRAPH LINES ________________ UTg _ HEDGE-------- - ---------------------------------------------- TREES --------------------------------------TREES------------------------------------------------------- 0 0 0 0 HEAVY WOODS ----------------------------------------------- GROUND ---GROUND ELEVATION _____________________________________ DATUM LINE Q GRADE ELEVATION ------ ----------------------------- .-.-.. DATUM LINE �I $LEV003 $LEV004 A V -ON ST11DX REd viL:,T iuU.JXT1EdNSIO!11r I'; OA IIS ' A 1 IMP11LDkOV1uU.JM1EdNTS N—EAJILD,k Flw'14TH S $LEV005 BEGIN PROJECT -L- STA. 19+56.58 -L- STA. 11+29.07 ®1 $LEV006 STATE 1 r E.UCRHL HIU 1 J 1 H I L SHEET PROJECT I ROUTE PROJECT NO. VA. 7421 /7234 1 / RAM EY KE M P ASSOCIATES, INC. T r a n s p o r t a t i o n E n g i n e e r s 4343 Cox Road Glen Allen, Virginia 23060 Phone: 804-217-8560 www.rameykemp.com DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PRELIMINARY PLANS 00 Wr um FM commue M INDEX OF SHEETS SHEET NO. SHEET 1 2 3 4 PMP -1 TC -1 THRU TC -2 X-1 THRU X-5 EC -0 THRU EC -4 TO RICHMOND ALBEMARLE COUNTY ROADWAY CONSTRUCTION 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). 10. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 11. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 12. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 13. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 14. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 15. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 17. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 18. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 19. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. 20. Pipe and riser joints are to be watertight within stormwater management facilities. 21. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. CODE NO. 6010 PLAN NO. TITLE SHEET TYPICAL BLANK PLAN SHEET PAVEMENT MARKING SHEET TRAFFIC CONTROL NOTES CROSS SECTIONS EROSION CONTROL PLANS 17234 FILE NO. SHEET NO. a W PAVEMENT DESIGN LEGEND PAVEMENT DEPTH Cl SM -9.5A SURFACE 1.5" DEPTH Dl IM-19.OA BASE 4" DEPTH Jl 21-B SUBBASE 11" DEPTH S CONCRETE SIDEWALK 4" DEPTH U EXISTING PAVEMENT VARIES FOR PAVEMENT WIDENING DETAIL, REFER TO VDOT ROAD AND BRIDGE STANDARD WP -2 (SEE DETAIL BELOW) WP -2 TACK COAT THE PROPOSED CONSTRUCTION JOINT EXIST. GROUND 3,(TyA S�cCT/O NS EXIST. 1' GROUND ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12"x x EDGE OF EXI'SING PAVEMENT (AS DETERMINED IN FIELD) EXISTING ASPHALT LAYERS V1111111111)) PROPOSED ASPHALT LAYERS EXISTING SUBBASE I PROPOSED SUBBASE -------------------------- COMPACTED SUDGRAOE CONSTRUCTION JOINT DETAIL M REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1 f2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES ('SEE NOTE 3) S NOTES; 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.. 4, THE ADJACENT TRAVEL LANE SMALL BE MILLED A MINIMUM DEPTH OF 1 Vz INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5, THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 5. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. i. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. XvcCYT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION BAT303,02 1E ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION PAIII SPECIFICATION REFERENCE 315 ST'D. CG -6 2.5' o�CD o000 0 CD Io 0 0 Do MATCH i EXIST. COMPACTED SUBGRADE VARIES 0' TO ll' 00000 00000 0 0 000 0 0 0 0 0 A GRADE TO THIS LINE 11' L- i � 1.5"MILL & OVERLAY Ll I D1 VARIES EXIST. PAVE. 0' TO TYPICAL SECT ION NO.2 -L- STA. Il +74.05 TO ST A.19�56.58 �k -L- STA.11 +74.05 TO STA.14+73.31 SR 742 (AVON STREET EXTENSION) MILL OUT 2' WIDE STRIP OF EXISTING- 2' PAVEMENT AND REPLACE WITH (Cl) ASPHALT OVERLAY (1-1/2" DEPTH) LAP JOINT DETAIL TO BE USED IN AREAS OF FULL -DEPTH PAVEMENT WIDENING WITH NO OVERLAY DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT NOTES: I. ALL DIMENSION CALLOUTS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE SPECIFIED. ob � =5 N 32- P71 BEGIN PROJECT cv) 200' TAPER VDOT 103.05 (L=8) -L- STA. 15 + 01.65 24.00' LT BOC = 473.75' INV. OUT (402)=468.001 F 402 FES 0700 VDOT 102.01 15" FES TYPE I (TYP.) -CLASS Al RIPRAP Jf VDOT 113.01 TIE TO EXIST. 6'x 6'x 18" DITCH RELOCATE POLE TIE TO CNN• 275' TRANSITION TAPER EXIST. It + F RELOCATEDRETAIN DITCH / PIPE / I - E PDE SHOULDER DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT N N I AVON STREET EXTENSION 15" RCP -IV v 'i 120,LF ..... . ...... . . ... ...... 100' TAPER 150' STORAGE & DECEL. Ln co >b .;_" BEGIN PROJECT Q_ -L- STA. 19+56.58 I TIE TO EXIST. -_j END MILL & OVERLAY I -_j I VDOT 102.01 -L- STA. 17 + 21.5 7 28.52' LT INV. =467.00' Curve -L - PI = 19+33.64 DELTA = 1* 50' 57.05 (RT) D = r 08'45" T = 80.69' L = 161.37' R = 5.".W PC = 18 +52.94 PT = 20+14.32 D.S. = 50 MPH ZZ 11+29.07 +/- N 9 >° DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT Ramev KeMD & Associates STA. 12+73.31 +/- p STA. 14+73.31 TIE TO Ar EXIST. ¢Tn lq+an a7 +r_ STA. 14+90.47 +/- ST. F tiu e:,: r -..eau'. ..... .. ... ,... I � M L i TIE TO A C R EXIST. C R C C rTYP 1 D (TYP.) A STA. 16+40.47 +/- (TYP.) PAVEMENT MARKING LEGEND CA) TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, (B) TYPE B, CLASS I, YELLOW PAVEMENT LINE MARKING, CC) TYPE B, CLASS 1, DOUBLE YELLOW PAVEMENT LINE MARKING, (D) TYPE B, CLASS 1, WHITE PAVEMENT LINE MARKING (2' LINE, 4' SPACE) () TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING (10' LINE, 30' SPACE) O TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, (G) TYPE B, CLASS VI, YELLOW PAVEMENT LINE MARKING, (H) TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, �) TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, (K) TYPE B, CLASS 1, WHITE PAVEMENT LINE MARKING, (2' LINE, 4' SPACE) (L) TYPE B, CLASS I, WHTE PAVEMENT LINE MARKING (10' LINE, 30' SPACE) (M) TYPE B, CLASS 1, WHITE PAVEMENT LINE MARKING, �J TYPE B, CLASS I, YELLOW PAYMENT LINE MARKING PAVEMENT MESSAGE MARKING "ONLY" (D PAVEMENT MESSAGE MARKING ARROW SINGLE (S) PAVEMENT MESSAGE MARKING "LANE REDUCTION ARROW" C) TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, (U) TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, (� TYPE B, CLASS VI, WHTE PAVEMENT LINE MARKING, W) PAVEMENT MESSAGE MARKING ELONGATED ARROW SIGN, (X_) TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING NOTE: THE CHEVRON MARKING SPACINGS SHOWN ON THE PLANS ARE TYPICAL. CHEVRON MARKING SPACINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE ROAD AND BRIDGE STANDARDS 4" WIDTH 4" WIDTH 4" WIDTH 4" WIDTH 4" WIDTH 6" WIDTH 6" WIDTH 6' WIDTH 8" WIDTH 8" WIDTH 8" WIDTH 24" WIDTH 24" WIDTH 4" WIDTH CONTRAST 4" WIDTH CONTRAST 4" WIDTH CONTRAST CONTRAST 8" WIDTH NOTES: 1. ALL PAVEMENT MARKINGS SHALL FOLLOW THE MUTCD AND VDOT STANDARDS AND SPECIFICATIONS, 2. REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS AND SIGNS WITHIN THE CONSTRUCTION AREA. 3.REFER TO VDOT AND MUTCD GUIDELINES FOR SIGNAGE. $DGN$ $DGNLEV $REF00/ $LEV00/ $REF002 $LEV002 TEMPORARY TRAFFIC CONTROL GENERAL NOTES $REF003 $LEV003 I. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUT CD). T HE 2008 BOOK OF ST ANDARDS, T HE 2016 ROAD AND BRIDGE SPECI FICAT IONS, T HE 2011 V I RGI NI A SUPPLEMENT TO THE MUT CD, AND THE 2011 V DOT WORK AREA PROTECTION MANUAL lW APM1, AND ALL SUBSEQUENT REVISIONS. 2. UNLESS OTHERWISE APPROVED BY THE ENGINEER, THE CONTRACTOR SHALL PLAN AND PROSECUTE THE WORK IN ACCORDANCE WITH THE FOLLOWING SEQUENCE OF CONSTRUCTION (SOC). $REF004 $LEV004 $REF005 $LEV005 $REF006 $LEV006 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 3.1T IS NOT THE INTENT OF THE SOC PLAN TO ENUMERATE EVERY DETAIL WHICH MUST BE CONSIDERED /N THE SEQUENCE AND CONSTRUCT IMPROVEMENTS UP TO BUT NOT INCLUDING THE OF CONSTRUCTION CONSTRUCTION OF EACH STAGE. BUT ONLY TO SHOW THE GENERAL HANDLING OF TRAFFIC. 4. ANY CONTRACT ITEMS NOT SPECIFICALLY NOTED IN T EH SOC MAY BE CONSTRUCTED AT THE CONT RACT OR'S OPTION, AS APPROVED BY THE ENGINEER. 5. AT NO TIME SHALL THE CONTRACTOR BE PERMITTED TO WORK ON BOTH SIDES OF TRAFFIC CONCURRENTLY. 6. ALL DRIVEWAYS SHALL HAVE ACCESS DURING ALL PHASES OF CONSTRUCTION. 7. ALL AREAS EXCAVATED BELOW THE EXISTING PAVEMENT SURFACE AND WITHIN THE CLEAR ZONE, AT THE CONCLUSION OF EACH WORK DAY, SHALL BE BACKFILLED TO FORM AN APPROXIMATE 6:! WEDGE AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF CEHICULAR TRAFFIC. ALL COST FOR PLACING, MAINTAINING, AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS I N THE CONTRACT AND NO OTHER COMPENSATION WILL BE ALLOWED. 8. LANES MAY BE CLOSED AS FOLLOWS: ALL ROUTES: SINGLE LANES 9:00 AM TO 3:00 PM AND 60OPM TO 50OAM 9. SURFACE PAVEMENT AND FINAL PAVEMENT MARKINGS SHALL ONLY BE PLACED AFTER ALL OTHER WORK HAS BEEN COMPLETED. 10. TEMPORARY PAVEMENT MARKINGS SHALL BE TYPE A (PAINT) UNLESS OTHERWISE SPECIFIED. THE INTENT IS TO CONSTRUCT THE IMPROVEMENTS USING LANE CLOSURES AND TEMPORARY FLAGGING TO CONSTRUCT THE IMPROVEMENTS AS DETAILED BELOW. THE EXISTING TRAFFIC PATTERNS MUST BE RESTORED AT THE END OF EACH DAYS WORK. PHASE l: STEP I. CONT RACT OR TO INSTALL ALL ADVANCE WARNING SIGNS PER THE W APM PRIOR TO CONSTRUCTION. STEP 2. -USING FIGURE T TC -23.1, UNDER FLAGGER CONTROL CLOSE THE SOUTHBOUND LANE ON AVON STREET AND CONSTRUCT IMPROVEMENTS UP TO BUT NOT INCLUDING THE FINAL SURFACE COURSE. STEP 3: USING FIGURE T T C -23.1, UNDER FLAGGER CONTROL, MILL OUT SOUTHBOUND LANE AS SHOWN ON THE PLANS. PHASE 2.- USING .USING FIGURE T TC -23.1, UNDER FLAGGER CONTROL, PLACE FINAL SURFACE COURSE AND FINAL PAVEMENT MARKINGS. REMOVE ALL TRAFFIC CONTROL SIGNS AND DEVICES AND OPEN THE ROAD TO TRAFFIC. 1I. CONST RACT OR SHALL MAINTAIN ALL ROADWAY SIGNAGE THROUGHOUT THE PROJECT AREA. NOT E: T RAFFIC MAINTAIN TRAFFIC THROUGH THE INTERSECTION OF AVON STREET AND 5TH STREET STATION PARKWAY. USE FIGURE TTC-23.I FOR ANY SIGNAL LOOP REPAIRS THAT NEED TO BE COMPLETED. 12. TEMPORARY LANE WIDTHS SHALL NOT BE LESS THAN Il FEET. l3. MEASURES SHALL BE TAKEN TO ENSURE ADEQUATE SIGHT DISTANCES DURING CONSTRUCTION OPERATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION EQUIPMENT, MATERIAL STORAGE OR ANY OTHER OBSTACLE WILL NOT BE ALLOWED TO INTERFERE WITH SIGHT DISTANCES. 14. EOUPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE ESTABLISHED CLEAR ZONE OF EITHER THE NORTH OR SOUTHBOUND LANES, AND/OR THE DEFLECTION ZONE OF PHYSICAL BARRIERS. 15. ALL TRAFFIC CONTROL DEVICES AND SIGNS NECESSARY FOR THE MAINTENANCE OF TRAFFIC ARE TO BE INSTALLED, MAINTAINED AND REMOVED BY THE CONTRACTOR. 16. ALL TRAFFIC CONTROL DEVICE LOCATIONS SHALL BE MARKED BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. LANE CLOSURES WILL NOT BE PERMITTED FOR THE FOLLOWING EVENTS/HOLIDAYS: x NEW YEARS DAY TO INCLUDE THE DAY PRECEEDING AND DAY FOLLOWING x EASTER SUNDAY TO INCLUDE THE PRECEEDING FRIDAY AND FOLLOWING MONDAY x MEMORIAL DAY TO INCLUDE THE PRECEEDING FRIDAY AND FOLLOWING TUESDAY x INDEPENDENCE DAY TO INCLUDE THE DAY PRECEEDING AND DAY FOLLOWING x LABOR DAY TO INCLUDE THE PRECEEDING FRIDAY AND FOLLOWING TUESDAY x THANKSGIVING DAY TO INCLUDE THE PRECEEDING WEDNESDAY AND FOLLOWING FRIDAY AND MONDAY x CHRISTMAS DAY TO INCLUDE THE DAY PRECEEDING AND DAY FOLLOWING $DGN$ $REF001 $REF002 $REF003 $REF004 $REF005 $REF006 $DGNLEV $LEV001 $LEV002 $LEV003 $LEV004 $LEV005 $LEV006 Page 6H-52 Typical Traffic Control Lane Closure on a Tivo-Labe Romlw(y Using Flaggers (Fi�,ure TT(:' -23.1) April 2015 shoiddhe 350'-500'ir.here the posted Speed findt is, 45 wph or less, and 500 -800' whei-e the posted speed hinif is grevfer than 45 mph 2. Care shoidd be exerciyed when, establishing the limits of the work one to in"vire maximp. till possible Sight distance in advance (if the fl agger Station and tratisivon, ba Yed on the posted speed limil ant -1 al least equal to oi- greater' than the values in Table 6H-.5', General4y speaking motorists should have a clear line of l sig glaftom the graphicjha Or -tion: 3. Where Right -of -Way or geometric conditions Prevent the use of 48" x 48" simis, 36" x 36" signs may be Lised, Standard - 4. Flagging -, in- stations shall be located fir enough in advance of the work space to permit approaching traffic to reduce speed and"or stop before passing the vvork space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 611-5). 5. All daggers shall be state certified and have their certification card in their possession when performing Fla ;ging duties (see Section 6E.01, Qualifications for Flaggers), i" 6. Cone spacing shall be laase,�l ou _ the post a TablefiH_4 on d values in Page 7. A shadow vehicle with at least one high intensity amber rotating, ,flashing, 0 v oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. A supplenmital flagger may be rectuired in.l.1.11s area to give advatice wiming of the overation ahead by slowilla aiyproacliimi traffic prior to reaching the flagger station or quetted traffic. Guidance, 9. If the, queue gf trqffie reaches the BE PREPARED TO STOP (ti 34) wgm then the s4gns�_pd, e, I ffuSe Wfeni -my rianble sfrij'�'.'(RTR-�) , shoidd be reac�justed at greater distanca3, pol _ , ?, 10, ff,`heii av' -vail crossing v:visfs within or ipstream of the transition area and it is anticipaetd that queues rcszdthg fi-om the lone clo,,.w.re m4gja evend through the highwaJI-rail grade crossing the tOR117011-11TI hVfflC control should be e,Iended so that the transition area preceoles the hLohivvY-rail crossing (see Ftginv TTC-56for additional iiiformafjon oi? highivqy-veal crossm"3). Standard, 11. At night, flaggerstations shall be illuminated, except in emergencies (see Section 6E.08), option: 12. Cones inay be eliminated when using a pilot vehicle operation or when the total roadway widthis20 feet or less, 13. For low-volume sitimfions with short work zones on straight roadways where the flaager is visible to road urers approachina from both directions, a single fla22er. po.qitioned to be visible to road users n iproachiniz from both directions, may be arced (see Chapter 6E'). PTRS Spacing (Center to Center) eel 8 Feet 1: Revision I — 41/2015 LQ zz TRAFFIC April 2015 CONTROL NOTES AND Lane Closure on a Trio -Lane Roadway Using Flaggers (Figure TTC-23.1) Page 6H-53 1: Re,,ision I — 4;"1/2015 Pa ac (H-112 112 Support: Typical Traffic Control Sign ffig for Project L im its (Figure TTC-53.0) LI(IIF—S Aii,gmst 2011 1. This layout depicts signing requirements for notif- ying motorist when they are entering and exiting a potential coristrtictioii/iiiairiteiiaince area -,vitli a duration equal to or greater tban 60 days. Standard: 2. The ROAD WORK AHEAD (W20-1) sigu or the ROAD WORK NEXT XX MILES (G20-1 (V)) sign shall be placed far enough in ad-vance of the project limits, so that other warning signs in a series may be adequately placed prior to the condition they- :afire warning about. 3. The ROAD WORK NEXT _XX MILES sign shall be used for projects with activity areas greater than 2 miles in length, or when multiple work activities (such as pavement patching, guardrmil installations, shoulder restoration, etc,) occur along a highway. 4. The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest whole mile from the point of installation to the END ROAD WORK (G20-2 (-N)) sign. 5. On divided highways having a inedian wider than 8', right and left sign assemblies shall be required. Guidance: 6. F(W p?'QIeCtS With a&iViN 6weas 2 mileg a?, less in length, the ROAD JFORK AHEAD sign should be the ftryt Sign motorist eucountel% 7 S(gn spacing should be 1300'4500' for Limited Access highwo ,is. For all other roadivalvs, the sa?n ,spacing,should be 500'_300'where the posted speed limit is greater than 45 mph, and 3 R0'_500'lvhere the posted speed limit is 45 mph or less, 8. All connections ulthm the project Imatsshould be idenfyied with signs indicating to motorisifliev are enter,- i?�or exiting a potential area, August 2011 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT Signing for Project Limits (Figure TTC-53.0) Page 6H-113 PROJECT LIMITS P SEE NOTES 2 & 7 ^ 1%120-1 —OR (SEE NOTE 2) 020 -1 (V) SEE NOTES 1,',,XX, mIL 3&4 > z LUcv W LU 01 y P SEE NOTES 2 & 7 ^ 1%120-1 —OR (SEE NOTE 2) 020 -1 (V) SEE NOTES 1,',,XX, mIL 3&4 3NLEV REVISED FEDERAL AID STATE P-ROJECT-___ _ - CROSS SECTIONS MANAGER ___-_- _r- _ ST.A.TE ROUTE PROJECTr SHEET PrR.rOJECTr SURVEYED BY __________________ DESIGN SUPERVISED BY ________ SCALE I IN.= IO FT DESIGNED BY ___________________ /7234 1N X - - - ------ - - - - ----- --- -:--- ::. - ; - VA. •r 0 . 5 0 5 00 5 0 5 0 5 : __ ; : :.__;, ;- : r�• - ; = :_; • • : ".:" __ ;. —:- • _ :"- •- • • :- • - --- - - --; —- - - - - - -- - - - -- ___- -- -- : --- _ - - ----- ,r - -- f - - .... - .r ; ; : : :-_ . r -,•-�'-;-; . =• .-_ --- -- —• - -r r r rr.' -• r - : _•r .._::. .r _—_ r. ,r a ` - .r ,• — r — r: r T• r_ ��: — - — -r- --- - - - , , , 2`: 00 If 9 - : :. _ __ _ :- --------- ----------- , ------ ---- . -- ---- - _--- T---" : ,• r -?__--_--= • -: - . ::: = _ _ .- = r _;_ _ _-- _ : _ _ _ : _ = = _ ;. _ _- _ _: _ ___r ____ - -----A --- ; Q.0 0 Q- 0.9 -- - -- 115 -• -•_ -:_ - -- _ `r -- - - -T- - - -- 1- r - rr rr �� rr rr r r _ ._ r r - - - -- --;•_-_-- - � r ---- --r - -- --- - - -- _ At r Aft r � r � r �r • � � � � - -- -4 -__- _ - - -- - -- ___ - ri _ , __ ________ - _ _ _ _ __ _,_rr _�ii _-_ _-_ te___.•,� rrii,,r ___ _ _ _ __ __ _ __ rrir r�r•r, ,�_r� r_ - - _ __ _ __ __ _ _ _ - - _ _ ______ __ ___ ..� T Tr }rr,• `•i — - - - - - " -_ -_rr, - - ___ _ r - _ _ r. rr_ __ _��_ r - - __ _ _:__ ,- - ___-__ - -- -:r_ ,'. ri _-- _--____i� _--_ _--_ �r� _ ____-___i,__-__i __--,�_____ i i - - - - - - - - - - " "" _ - - - " - "�-�_ rii� rrii i •r'��� --------_"_- i• i` ••r �r rr�� rr••r rr,�r rr �r- , rr ir - -- r rr'rr•' rrr•r, rr-_-" r ri rrr -- i - _ _r-_ -_ - __ - - " __ "_ -_ --i __ -__--�--r• r, -- - - -4 - ----- -- -- --------------- - i i----- --___'i_ i _i: _-_____- a --i- --irr•� --_____• --__•___ --___•_ ____ ' --•r --_._ --__ •-rr�.. --___ 'r_ -- -__ -_ -_ --i - -ir,- "___ i_r'r •'ii_ _ - - - - - _ •'r •� _ ••r� •r,rrr __- _ ,n'-1 _ _ _ __ _____ _ _ ___ ____ _ _ _ :r, ___ _ ________ _ 0 _- _-_ _ __i• _,r 'i " _ ___ _-_ r _"r�- ___ ___ _ _ _ _ = __ _ _ _ _-________ _ _ __ _ I� __�?_? 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" -r - - - - r r r r r r r --- - - --- _ -.-r •- r- r- - - - r - - r- • " -. r - r r r _ _ -- - r r r r r--- - r - _ - _ r -- - -- -. - - -r ' - - r - - - -i'86: r r - r r r r- - r _ _ r _ r" __-__-_ _, r_ _ _ r r ------- - - r -r r r _ r r r r __��_____ ""___________ r I• _. _ _ _ _ r r ___�------•--.--.--r--.--�-�- r _ _• _ _ ' " _ _ " " _ _ •_ _ _ _ __ _ _ _ _ _ _ _• _ _ _ _ a _ _ _ r r _�_�_�_�_.__.__. - _•_ _ _ _ _ _ _ _ _ _• _ _ _ ". _ _ r r r r _._�___�_�_�_--.--.-- _ - - _ _ a _ _ _ _ _ _ _ _ _, r __.__ �_ _�"�_�_ " " _ _ _ _ _ _ -.--r--.--r--.--.-�-� _ _ _ _, _ _, _ _, _ _ _ _ a, _ ',- - '- " " - - - • - _ - " - » _ _ r r r _ _'_ '" _ ,_ _' _ _, _ _, _ ' _ _ __ _ _ _ _ _ _ _ _ _ _' - - - r r r r r _ _ , _ _ ,_ _ _ _, _ _ _, - _ - - - - - - - - - - ' - _ _ - r r r r _ _, _ _ , _ ' _ ' _ _ _ _ _ - r . _ .. _ ... - ... - - - r r _ _, " -• " , _ _ ' , _ ' _ " - -' - _' - " - - - _ • - - - r r r _ ,_ _ _ _, _ _' _ _, _ _, " , _ _ - ' - • - ` - • - ,_ - " - - - " - r r r _ _ _ _ _ _ _ _, _ _, _ _, _ - - - - r- - - -. - -r - - - - - _ r r ... _ . r _ _ _ _. _ � _ _.. � _ - - - - rr-- - _-_-_ - - -_ - - - -• _ _ _ _ r r _ � \. _ _ r _ _ \ _ _ - r - - - ___ _ r a _ - , _ r r _ � -- . -- _- _- _- _- _. -- _ _ _ _ - _ , _ _ _ ' _ r r - - - .. - - - _ _ r" - -.--r- --- --- --- --.- _ r_ _ _ _ _ _ _ _ _ _ _ a _ _ , r r r - - ,_ - - - - _' - - - - - - - - _ --- - ---r--.-----�.- r r __ � _ _ _ _ _ _ , _ _' _ , _ _ r _ � r - - - - _ - - _' - -' - _' - _. -- - i-- -_- - __ _ -._- _.-._ - -r- -. _ a _ _ r - _ _ ___ ___ _ _ , _ _ ,. _ .. r - ,-r�-_ __ . _ _ ._.i r - " _ - -._-_-__._-_-____ _ _ __ _ _ _ r _ _ _ _ � _ _ _ r - .. _ - i_ �_ 0; - . --r- - r -- --r- �--- r r _ _ r �� _ _ ___ may. _ _ _, _ _ � r . r - --r--.----•---�_ _ r _ ___ __ _ _ _ _ _ _ ' _ _ _ _ _. _ . _ , " _ - 1T- rr• - - ------r--r-_. _r_ _ a r r - _ _ __ _____ _ _ .. r _ r - r.i.- ., . r . r, _ _ _ _ rrr - _ __ _-- - - -----"_.--- _ r _ _ _ _ __.:_ _ _ r _ _ a _ _ � _ a _ . _ r_ _ r _ _- . _ .,.-.; . r;_ - _ rr _ _ r -r- -. ---------�-�- _ _ _ _ _ _ _ _ _ _ _ _ a _ _ _ __ __ _ _ _ _ _ _• _ . , _ _ - _ _ _' _ r _ r _ r _ __ __ _�-r--.--r--r--r"_"-.--.- _ _ _ _ _ _ _ _ r _ r . _ _ _ _ _ ____ ____ _ _ r r r . .._rr _ _ _ r _ .. _ _ r _ _ .. - __ _�_�_�___�_."-r--r-r- _ _ _ _ _ _ _ _ _ _ _ _ _ _ • _ _ _ _ _ ___ _____ . _ . _ _ r... _ .. _ _ _ r _ ri rr - _rr _ rr:_- _- r; _ , _ _ - _ __.--r--r----.--.--r-�__._�_�_�_�- _ _ _ _ _ _ _ _ - _ _ • _ _ _ _ - -__ _ - _ _ _ _- _ rr• . __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ , _ _ _ _ _ _ _ r.r_ .r.r_ .r.r _ _r'r _ ' _ rr _ _ r _ _- _� .---r--- - -�. � _ _ _ _ r a ____ _ _ ___ - _ _ _ r. _ r _ . r _ _.._r. .. __ r - - r - » .... _� �"•--r--r--.----.-�- _ _ _ _ _ • _ _ _ _ __ __ _____ _ . _ _ _ ' _ _' _ _' _ � _ _�_�_� _•""•___ •__._ _ _ _ _ _ _ - _ _ _ - - - •_ - _ _ r _ _ _ __•__•__ _ _ _ _ r. _ r_ r _ _�__._�."�. �.- ---�__ _ _ _ .. _ _ _ _ _ _ _ _ _ ___. _ __ _ . _ _ _, _ _ _ ' _ ' _ _ _ _ r _ _ . _ _ - _ _ _ rr __•__.__.__.__r_�.- --- — _ _ _ _ _ _ _ _ _ _ _ _ _ r _ _ ____ _. _ _ _ _ ' _ _ _ _ _ _' _ � _ _ a _ _ _ _ _ _ ' _ r _ _ _ _ _ _ _ _ _ _'r _�_�_�_�_r__.____. �._ _ _ _ _ _ _ _ _ _ _ .• _ _ _ _ _ r ___ _____ _ ' _ � _ _ _ _ _ ' _ _ _ _r _. _ _ _ _ - r - - - .. _ _ _ _ _ _ rr _ _ rr• _ _ _ _ _•_ _ "."_.__-�r_�_�. _ _ a __ _ _ . •_ _ _ _ _ _ _ _ a r _ _ _ __ ______ _ , _ , _ _ r _ r. _ _ _ _ _ _ _ _ _ r. _ _ _ _ _ _ _ _ _ �_� �_�"r__•__ _ r _ _ _ _ _ _ _ _ __ _ _ _ _ ___ r _ _ r _ � _ _ _ _ � _ _ _ r_ _ _ rr _ _ _ _ r, _ r• _ r _ r• _ r _ r _ _ _._�r"_."_r_�"�_�._� �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ______ _ __ r _ _ _ _ _ _' _ _' _ _r _ _ _ _ a _ _ •r _ _ _ _ _ _' - _• _ r _ _ r _'__•__•____'__,_ _ _ _ _ _ _ _ _ _ _ _, _ _ , _ , _ _ � _ _ _ � _'_ _, _ _, _ _� - ' - ' - _ - _ _ _ - r - _ r _ _ r _. � _. � � _ __ __ __ _-_--_ __-_._ __ _ ,--r0^_-_ ________ _ _ _'_'_"•__,_"r"_,"_r____r_ _ _ , _ ,. _ _ _ _ _, _ _, _ _, _ _ _ � _ � _ � _ � _ �_ _, _ _ � _ _• _ _, _ _ � _ � � i � i _ _ _ r _ _ _ _ r _ _r r. _ r_ r_ _ . - _ _ _•__'_'_•____•_�•___,_ _ _, _ , _ _ _ _ _ _ _ _ _, _ _� _ � _ � _ � _ � _ � _ � _ �_ _ - _r _ ". � ' i - i - � i � _ _ _ _ _' .r. _ _ _ _ _'_'_ _ _ _ _, _ _ _ , _ , _ , _ _ ,. _ _ _ � - _� _ _, _ _, _ � _ � _ � _ � _ � _ _ _ _. _• _r _ _ i _ � _ i _ i - - _ _ ___'-_,__,__,_�_ _ _'_ _ _ _ _, _ _ _ _, _ _ _, _ _ , _ -, _," ", _ _. _ _, _ , _ -• " _ _ * _ _ _ _ ... _ _ _ r _ _. _ _• _ _ _ -_r _ _ _r -..- __ r "•__•__�_�_.__._:_ _ _ _ _ ,. _ _ _ _, _ _, _ _ _ � _ � _ �_ _ r _ � _ .., _ _, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r_ r . r- rr r-� -- ,- rr �- - � -_ --r r__ -__;- - ----------- _�- _r - ___;_-- r - -- - -_ r r .--_ _. _ • 4r. -_ :ri g. .13 :_rrr 2. �r 0 0, r - --- , r - : ; _ ....... .............. ....... _ ___ _ rr •.rrr rrr•- ---------- , - ___ _ _ __ __ ,_ ,__ _ r -• ----------- -�-�- -� ------------- 0 - - - ----- 5 --'-- - - �-�-�-------------r-- 0 -� -�- 5 ---r-r--------r-,- 0 ------r-r-r-------"- 5 -- - --- --- 0 ------.- -- --" 5 --"------"- ---- 0 25 20 --r -r---.-r--"- ---- 1 -r -r--r-,-----r--""- .1 --r----r- r--r--r--r--r -r-r"r---r---r-- --r- "-.---r-. r-.--•- r- -.--.-r--r- -; -�"�"-" 1 -�--."-r--.--r--r--.-;- 1 "r-r--.---r--r--r--r- 2 --.-,-r--r""-�-.-- --. -.-,"-.--.-- - -� -r-- -.---."-r--.--r-�-r-�- - - -r--•--.--. -. -r- ..-:-: -r-.--r--.--.--"".--r-;-�"r-�-; ",--;- --r--r--r--,--.";-;-�- PLAN N0a PROJECT 23 FILE No. r SHEET NOo X 2 DGNLEV PROJECT MANAGER_______________ SURVEYED BY CROSS S REVISED STATE FEDERAL AID STATE ROUTE PROJECT SHEET N PROJECT DESIGN SUPERVISED BY SCALE I IN. = 10 FT DESIGNED BY __________________ 3 o � 0 5 5o � o � 0 25 0 �� �l �l � 5 5 5" U 5 0 5 0 - 5 o , _: _ _ _ _ :: : :: __ : _ - _: = :_- : ;_:_; : _::: : ;: _ :: =k :--- _ _-- : ;_ _ _= _;__, :: _. _ :; : _,_;_,_ ___ __ __ _ -_ _ - - ,- - - - -- - _.- -;-; -;:_ . : -____-___ -- --- : = 7 7 --- -�- ._ "' - _�•_-� ��___��__�__,_.�. �_ �_ �- _�_�-_�__� _• �__�_' _,_ �� _ � �__�__�__�-_1__: _ _���___��- - � - _� � ___:_�__�__�_�__�_ _,-_�_� ���� ��'�, �__i_a___,�,_-�-- "--.-�_-�__ _ _ __-���-___-__- _ _��__�__�__"_•_�_�_'-'- -��_-�._-�_-�_-�-'__.__�_�_ J_,�_i _,i _�__�--.--,,--, -_.-�-,•-:___��_��-_�_-__i:___���___���__��_�__.�.: ___��_�_�__�-__, _--•-_� ,__��_- _..__�__�__._ ��_�i_J-;-�-'_�__ �-,_-�-_��-_��-��-:_r=-__r-�=-�__�__�_� _: __�__�_�__�:_�_:_ �_�_ __�-�_� � :��_:'�_�_r _:__:__�_-_�__:__�_�_-�•__-�r-��-=:__:__:-_:-� _�_�__�__�____�__�___�_ - - - --�_:_-:--:__:__ _ _i __,________�____�__�_�� -"-. _._ ___�__�__•___--�-_� _ _: __ __�___ _` /_- -----"-�"",- -' -� *_r_r_ _'_�_�--------""i- -,- --- -r--r- = - _- _•- ---_,-__--_.- - -r-- - - -ir -- - ----�-�--.-r ---- -.--, . -- __�_ - --'--_�---�_ _�_ ____ ____________�____�__i_ __�_�_. _�__ _ --- - -------�_�__ _ _,__,__,__,__,___�,_-,_ _-,_ _,__.__ ---i----,_-_-- ----�-_�_�-,- -, --,-,__,__, _�---=_�"�"�_� �._ - - -- . -, .-r. .----- ---- - - - - - . -. - A —7 ---- -------------- - - - - --- --- --- -- - - - - - - - - ..... ......... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A+ V - - - - - - - - - - - . . . - ---- ------- - - - - - - - - - - - -- -- ------------- - --- - ------ -------------------------- - - - - - --- - --- - - - - -------- -- - - - - - - - - - - - - - - - - - ------------ - - - - - - - - --- ---------------- ------------------ - - - - - - - - - - - - - - - - - ............ - - - - --- --- - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- - - - - - - - - - - - - - - - - - - --- --- - - - --- --- - - - -------------- . . . . - - - - - - - - - - - - - - - - - - - - - - - - - --- - - ------- - ------ - - - - . . . . . . . . . . . - - - - - - - - - - - -'O-------- - ---------- --- -- ----- -- ------------- -- --- - - ---------- ------ ----- - 0'� - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - --- --------- ------------------ - - - - - - - - - - - - - - --- - ---------------- - --------- -- - - - - - - - - - - - - - - - - - - - ------- ---- ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------- ------------------ 1 7 T 7 T - - - - - - - 7 7 ------- - - - - - - - - - - - - - --- - - - - - - - - ....... - - I - - - - - - - - - - - - - ... - - - - - - - - - - - - - - - - - - - - - - - - - - - Af V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- --- - -- -- - - - - - - - --- - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L � _ T i ' : L , r- -o "--- _ _- - - -----"" - ____ ____ ---- - _ _ " - - " - - - -- - - ---- _ _ _ _ _ _ _ _ '� _ ? _ _ _ _ _ � _ •_ - � � _ - - ' " - - - - r - ? - : _ � _ . _ _ _ _ � _ _ � _ _ � _ _ _ _ � _ � _ - � � _ _ , _ _ , _ _ , _ _, _ _, _ -- -- - - - _ _, _ _ _ _ - ,_ .� - - - - - -_ ' i � � , �, - - : -- ___ - - ' - - _ _ _ � � _�__ _ �, _ � _ _ _ _ _ _ , _ _ � _ _ _ A7 - -- --,--- -;- - - - --:- -- - - -; : --------------- ------ - - ,- -,- .... ---;-- -- - - -: -,- ---- - -; -:---- -,- - _ - -;- - - - ;- - _ :_ - __ _._,_.:_ _ =r := ___- __ _---_ - -- -._ --- -, -, - - - -, -- _ y 5- 0 0 - - - - - - - - - - - - 7 T F 7 7 1 7 T —, - --- ----- -------- - ,— —, , , ,- , , ,",—, ;- -, - ,----,- -,- - - -,-- , -,- - — —, -,- , , ,----- -,--,--,-- - ,-,- - -,-,-, -- � - ,—, -,- -,- ," � ;" - .- --,-,--, -, ,- - -, � ,--: --- "- �--- - --- -- - - - - - - - - - --,-.--,----, ,-,-,- - - - - - - - - - - - - - - - - PLAN N0, PROJECT FILE NOo SHEET NOe 0 5 0 5 a 5 d0 5: 0 25 a 1 23 X-3 NLEV PROJECT MANAGER _______________ SURVEYED BY __________________ CROSS SECTIONS DESIGN SUPERVISED BY DESIGNED BY _ SCALE I IN. = IO FT REVISED STATE FEDERAL AID STATE ROUTE PROJECT SHEET N PROJECT 23 x 4 ____________ 0 T 70 5 0 � 0 5 0 2 (� l 1 1 20 25 v A 0 5 4 5 0 5 0 --- — - ------- - —T—— ----- - - - — ,,, , , / - - — ---, —, , , - 21 7 ----- -- — a .-- Q— 0 o' " „• „•• :, -_- - ,- - ' - - -- -i - -" -i - -_-_-_- -_-_- -_ -- -� -_ -"• - r_ - - '_,�____-_�__ _�__L-___�, -___, '_,_-_, -_, -_ - - - - '_ - � - - - - _' - _, - _, - , - r - - , - ; 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- ''-",-_,___ - - - - - - - - __ - - _, _, _, ___,__,_-,__,- - --------------- - *- ___� _________,__,_ ___ - - - - __ - - _-'-'-----'--'moi - - ___ L,--� _____ - - - - - - - - - ______ ,_-, ,_ .--- _, 'r'r --- - —,r_ ,- - - -- - - - - _,-,---'--' ', -, _,_ ,' - _, _,_-,_-,__,' _- _ ,_ "r -r---' _-'•---'•--"-r _ _, _,_ _, _, ___,__,__,__•__•_, _,_ _ _, _,__,__,__,__,__,__,_,_ __ - _� _� _� _� _�__�__•__�__�_ - - __�__�_ �_�_� "�_�__�__•____�__�__•_�_�_�_�_�_�- " " _ _ " " -- -----•_----1---1-�_ - - - _- -- -- ---� _� _�__•__.___ - - - - - - - - - - - - _______________ - ' - - - - - - - - - - - - -----------i--,- ________________ - -i _�_r---.--.--i--.- __ _____________________________ - - - - - -.-- -.--.-------.--.-"i ___; -i- - _______________ -''--- -i'-- _-- _i____ _i_ �_i _ -:'i __i-__-____•_'-i_i_i___�__ _-__i _i_�-_� __- -- �_-,"_._- ____i____�__i___�___i___i___�___i ___�__ __i____�____�________�____i____i___�__i__ _- - __-�_'�__'i _',--�_-_-, _- _______________-_"- __-__ ___ ___ ___�__-_ -� _• -r _�_ _�_�i ____________ - ___'�- _- -_7 �9- i -7_i • _-_-_-i" -i _______-___ -,__r -_-_--_-_-_-"---- i __________ - _ -_ _•_____-"-_�"i- - -- " _-"__-----___-_-_-_-_-i_-___-•_- __-,_'_______________i___i___i•__ __ _�__ _i__ .__ _- __ _i_ — —. 0 - 5 0 :_ -- --_-__;_-:-; , , 5 — 0 -- 5 = = ": , , -.---- ;_' : _, - d ---- -• - -•- - • - --_: 5: - -, -----, -- - : _-- 0 25 ---, --, _ .2 - ---, : -- O ;_, -; -_- - 1 - _ _' _• _ --- ------ -- __ _: _: _,_ '___ : --- •-,- .- . - - - -.- ; - - 1 -- -• - --- •-i ;_- ------------ 1 - - - - - - -, - - -- ZEA — -; -; -- _-_-- 5 0 = 5 - a-'= --: ',---- — - -' ` ` -:-- ,-,- •-, PLAN NOD 5 PROJECT 23 F E NO IL SHE T E NOo X-4 GNLEV PROJECT MANAGER CROSS SECTIONS SURVEYED BY _ DESIGN SUPERVISED BY DESIGNED BY ___________________ SCALE I IN. = IO FT REVISED STATE FEDERAL AID STATE ROUTE PROJECT SHEET N PROJECT / 7234 x-5 -;- -;- -; -;- - '- --' 5 0 5 - -- 0 5 0 2 5 (� l -; l --' l --- -, l - - 2 - 0 5 0 V R o 5 5 0 5 0 5 0 .y --- _ -_, - - - - -- - - - - - -- -- - - - -- ...:.. Tom-, - - - -- ��.�T __ -, ;_, �. - -- - - - -- -_:�: - - - -- - - -- -- - - - - -- - -- - - --,- - - - - - -- -- - -- - - -- -- - --- - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ - - - -_ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ ------------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ --------------- _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _____ _ _ _ _ _ _ _ _ ___ __-_- _r___ ____-_____ -___i___ _ - _-__ __ _ ___ _ _ ___ _-___ ____i___ _ _ _ _______- _______ ___ _ ___ _ __ ___-____ __ _ _ _ _ _ _____________- ___ - _ _ _____________ -__ _ _ _ __ - _ _•_ - -- _ _-______-___ _ _ _ _ ________-______ _ __ _ _ _r ________ __i_ - _ - _ _ _ _________-_________- _-_ _-________ _ _ _ _i_ _ _ _________i_ _____ _ _ _ ______-______i_ _ _ _ _______ ____-_� -- ________-_________ _____ ___-_____ ______________ _ _ __ _ ___ ______ _r___ At ______-_ _________ --._--_--_'_-_ _ - - - - - ----- - - - - - - -------�_i � - - - _ . _ _ - __ - - - _ \ _ _____• _ -_ _ _ _ _ _•-________•_'_ - _ _ ____ ✓' _ ___i_ _ - -• - - ---- - _ _ _ _ _ _ ___ - _---- _ _ _ _ _ _ __ -•-____ _ -•_ - - - ___,_ _ _ _ _ _ _ _ _•_--______-_-'_ - __ ____ ___ _ _ -•--___-__--_-_ _ _ _ _ _ _ - --__.L -_._ -"- --- ___•_•_ - - - ____-_--..�T_ r-.y---_� i ---- �_ - - - - _ - --______�_ ._ - ---_,_--_•____•_---- �_ - - - - _ _,_- ... __--_•_-- �_•- - _ -------------- -- --------------_.--------- - ----- --------- - ------ -- - -- _ --- _------ --- 465 -- - - -- ---- - ----- _ _ - - _ _ ___________ - --- ------ _ - - - - - _ - - � ------ - - - - - ------------ - - - - - _ - -------------- - --- _ ___�_•_ i0 �' .... ......... ......... ------ - --- __---- _�_'-----------'_-______'-_'__'-_'-_r ------------ _ _'�-i___'__'___'_'___ _ _ _ _ - _ _ __ _ -- __ _- ____ iii 6 - - _ _ �y `� 4 �. ry .. --------------- _ — — O 5 - - 5 ,- d 5 - . - 0 - —' —, 5 - 0 25 -- -, ,- - - 2O - — — -, ,- -, , -, l . , . -- -. — - — - - ,— a ,— — 1 — — ------------ 20 — - . , — — - 5 -, Q -,- - - - - - — -- - -- 5 - -- -;---- -- — 0 - . , 5 -, , , - - - - - - -- .. , , -------------- -- -,- - -- - -- -- ---- - - - -, , PLAN N0, 5 PROJECT / 7 4 23 FILE NOo SHEE 1 T I Oo X —5 ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL PLANS GENERAL NOTES 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoffproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall The inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/I00sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 2016 ROAD & BRIDGE STANDARDS nFTAII 2 z 3Z11; FABRIC t - TILE .T FA.DRIG SECTION A -A TYPE OF OUTLET PROTECTION MATERIAL MAXWUM OUTLET VELOCITY (FOR DESIGN STORMT MINIMUM "T'. (INCHES) CRABS ,A1 CLASS Al DRI` RI,PRAP a fps 1a CLASS I CLASS I DRY 90-IRAP 14 fps 24 CLASS :4. CLASS 4 DRY RIP?RAP 13 iPu 36 SECTION A -A NOTES: I- FOR MVLtKS LINE INSTALLAtIONS. DiMENS1ON S IS TO GOVERN; 'THE PROTECTION OUTSIDE THE CHA.N.NEL. WIDTH €W}, 2< ON ANY INSTALLATION REOURiN'G CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR E.N vSECTEON TS SPECIFIED ON THE PLANS. CONSTRUCTION IS TO BE IN ACCORDANCE. WITH KTAIL 2 SHOWN AeOvC. 3, GEOTEXTILE FABRIC TO BE ',NSTALLED UNDER CLASS AI ,T:, AND T MATERIALS IN ACCORDANCE WITH THE .SPECIFICATIONS. 4, s DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICA(_ OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX., ELLIPTICAL OR ARCH CULVERT, = USE TYPICAL. SECTION S14OWN ON, PLANS FOR SIDE 5LOPE,80TTOM WIDTH AND DEPTH OF CHANNEL 41I MATCH EXISTWO DITCH OR NATURAL GROUND,. OUTLET PROTECTION MINI:"MUM LENGTH ILI TYPE A INSTALLATION aH TYPE 8 INSTALLATION 5H 304 CULVERT OUTLET PROTECTION 245 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 414 2016 ROAD &. BRIDGE STANDARDS 2010 ROAD &. BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION [TATE I SHEET 1 OF 1 113.Di 71 EC<4 TYPICAL DETAIL FOR ROCK CHECK DAM TYPE I DETAIL 1 DETAIL SUGGESTED ROCK CHECK DAM SPACING RACIU5- GEOTEXIILE PRODUCTS DESIGNED TO BE INSERTED INTO GRATED ORQP INLETS LI (VAR?_ CROI IND LINE OR DESIGNED 10 COVER THE SL O t : OF SLOT RPOP INLETS, I HA" HAVEBEEN AGGREGATE, APPROVES FOR USE ON VOOT PROJECTS AND ARE FOUND ON MOOTS SPEL UST, 1 MIN_ A =47T 0 Lul 3, IF A DROP INLET IS LOCATED IN A SAG IN TTEE DITC9 t&" FOUNDATION Of THE INLET THAT RrCOVES OfTCH FLOW, Of HEIGHT (H) OF CREST IS 10 BE tt 3N', IC CHANNEL OR 5W'ALF' L -V-A IS DEEP ENOUGH OR AA; DESIGNATED SY DESIGNER, LI FRONT ELEVATION L - H!S WHERE DRY R€i'RAP CLASSI H HEIGHT OF DAM CREST !hi FEET SECTION A -A S = CII 51.OPE. IN FTfFT L CHECK DAM SPACING IN FEET: THE DISTANCE SUCH TCP OF BANK THAT POINTS A AND 8 ARE OF EOUAL ELEVATION/ TB #5f rc'NE 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (WI. ._LOWS _,_> �'O•`"`I J i ? yA` q' CH'CK DAM SPACING ,.I. TO BE OE.TERMINEO FROM THE FOLIATION, STEEP AREAS THE CHECK DAM SPY -INC, IS TO w...,.,... 1<»....<., IN ELOPE NOT BE LESS THAN 25'. WITH DETAIL 2 SHOWN ABOVE, 7777, a,I 7777-7 3- EC -3 TYRE 3 5HALL BE USED FOR CULVERT OUTLET PROTECTION WHERE THE OUTLET FLOW LINE ---.xt VELOCITY IS 6 FPS OR LESS FOR THE DESIGN STORM AND THE TOTAL HYDRAULIC, SECTION A -A OPENING IS LESS THAN 7 SQUARE FEET. IF THE TOTAL HYDRAEAiC OPENING IS 7 SQUARE TYPICAL,. (RETAIL, FOR ROCK CHECK DAM TYPE It NOTES, -12"#57 STONE �,, A cRauND LINE USE STANDARD CCC -1. i.. ROCK CHECK DAMS THAT ARE DESIGNATED ON THE PLANS p -FLOW -FLOW T"=-EOIMENT C;- :<,- *. „ct AS A STORVWATER MANAGEMENT (SWM) ITEM ARE TO BE LEFT IN PLACE AS A PERMANENT INSTALLATION. _ Ff3RE8AY _.*2" .'._ FOUNDATION 2. WHERE DRAINAGE AREASEXCEED 7 ACRE OR DITCH GRADE ,.� I MAX.E --T , ';.., y r 1.-5, EXCEEDS 3X A TEMPORARY SEDIMENT FORERAY SHALL ES INSTALLED HATH M;NIMUM DIMENSIONS OF 12" DEPTH, 2' WIOTH SEDIMENT 1, , MEDI6AENT #4 COARSE AGr.Jf'REC:ATE - 2'.,,.I FORE6AY ANDS 6'LFNGTH, 3, IF G1CH CA695 IS LOCATED iNSEL3E CLEAR ZONE AND .aDJAC''•ENT A TO A TRAVELWAY, SLOPE FACING CSN COMWG TRAFFIC IS TO BE 6140 MAXIMUM H IS TO BE 12"< At COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. 4, ALTERNATIVE MATERIALS ON VDOT'S SPEL LIST MAY BE. 1vec t 1T SUBSTITUTED AT NO ADDITIONAL. COST TO THE DEPARTMENT, SPECIFICATION 5-- SEE STANDARD EC -5 FOR DETAILS FOR ROCK CHECK LAMS IN SECTION A -A FRONT ELEVATION ROADSIDE DITCHES 204 245 303 414 CHECKDADA 'S'?iA&L NOT IEE USED FOR LOCA8ION'S IN LIVE 'ETRiwAM. 6: CHECK XV00T ROCK CHECK DAMS TYPE I & 11 SPECIFICATION RET`ERENCE ROAD AND BRIDGE STANDARDS v1RG;NIA DEPARTMENT Of' TR .NSPORTATION 107 303 SHEET I OF I REVISION GATE TaGE 2016 R+'SACT & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS EC -3 OAK, OR STEEL HAVING A MIN, WEIGHT OF 1.25 LES PER DETAIL 1 DETAIL NOTE= RACIU5- GEOTEXIILE PRODUCTS DESIGNED TO BE INSERTED INTO GRATED ORQP INLETS 2. END OF FILTER BARRIER TO BE EMBEDDED INTO OR DESIGNED 10 COVER THE SL O t : OF SLOT RPOP INLETS, I HA" HAVEBEEN AGGREGATE, APPROVES FOR USE ON VOOT PROJECTS AND ARE FOUND ON MOOTS SPEL UST, 5 A =47T 0 Lul 3, IF A DROP INLET IS LOCATED IN A SAG IN TTEE DITC9 GRACE, A CHECK DAM IS REOU€REL? FOR EACH SIDE Of THE INLET THAT RrCOVES OfTCH FLOW, Of 4. WHERE ORANAOC: MEAS EXCEED ONE ACRE OR BITCH GRADE EXCEEDS 3:i. A TEMPORARY SEDIMENT FOVF8AY SHALL BE INSTALLED WITH MINIMUM DIMENSIONS OF 12" LI DEPTH, 2` WSDTH AND W LENGTH. 3H JH SECTION A -A SECTION A -A NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (WI. 2. ON ANY INSTALLATION PEOUIPING CULVEPT 04TLET PROTECTION WHERE NO ENOW?LL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS T4 BE N ACCORDANCE WITH DETAIL 2 SHOWN ABOVE, 3- EC -3 TYRE 3 5HALL BE USED FOR CULVERT OUTLET PROTECTION WHERE THE OUTLET VELOCITY IS 6 FPS OR LESS FOR THE DESIGN STORM AND THE TOTAL HYDRAULIC, OPENING IS LESS THAN 7 SQUARE FEET. IF THE TOTAL HYDRAEAiC OPENING IS 7 SQUARE FEET OR GREATER, 69 THE DESIGN STOkV OUTLET VELOCITY IS CREATER THAN 6 FPS USE STANDARD CCC -1. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. FI ' DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR .ARCH CULVERT, USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE: BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXFTING CATCH OR NATURAL. CTT%M, At COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. 1vec t 1T ROLLED EROSION CONTROL PRODUCT SPECIFICATION ROAD AND BRIDGE STANDARDS SOIL STABILIZATION MAT (CULVERT OUTLET PROTECTION INSTALLATION) VIRGINIA DEPARTMENT OF TRANSPORTATION 204 245 303 414 SHEET 2 OF 3 REVtACIN DATE 07Jt6 113,04 2016 ROAD & BRIDGE STANDARDS LU N11 MIIJIiLI {fie, Ori ILJt7C J 1lllt iP TYPICAL DETAIL FOR TEMPORARY SILT FENCE/CHECK DAM AT TOE OF FILL # SILT FENCE - - - NOTE TOE OF FILL I - - CHECK DAM N TO BE CONSTRUCTED N ACCORDANCE WITH THE ROAD AND BINGE SPECFiCATIoNS, AND _- - STANOARO CO -C EC_ TYPICAL DETAIL FOR TEMPORARY SILT FENCE/CHECK DAM AT CULVERT SILT FENs:E ENIDWALL TOE OF FLO CIULIERT FLOW r TTCsE OF FILL L"-�--CHECK DNA A FLOW -FLOW � I_ W MO CHECK D -AM - CHECTc O:AAi W TEMPORARY G, w � SILT FENCE -^-- yy TYP£ AOR 6 I i SHEET FLOW NOTE: f. ..,...s,....___„-:.... CHECK DAM 15 TO BE CONSTRUCTED IN AGi;OMDANrE WITH THE ROAD AND 3''2 CHECK DAM 13 -'••.RIDGE SPECIFICATIONS. AND STANDARD EC -4, SECTION A -A NOTES FOR SILT FENCE TYPE A & B, 1. €,SSE OF TYPE A SILT FENCE IS LIMITED TO A FILL HEIGHT OF 20 FEET OR LESS, TYPE 6 SILT FENCE MUST 6E USED WHERE THE FILL HEIGHT EXCEEDS 20 FEET, 2, ALL POSTS SHALL 8£ DRIVEN 24" MN, INTO THE GROUND AND SHALL EXTEND B" ABOVE THE FILTER FABRIC (TYRE A} OR WIRE FENCE (TYPE 8?. WOODEN POSTS SHALL LE OAK ANC HAVE NC;ASNAL DIMENSIONS OF 2" BY «-. STEEL POSTS SHALL HAVE A MINIMUM WEiCmT OF 1.«$ HouNDS PER LINEAR FOOT. 3, GEOTEXTILE FABRIC SHALL BE EMBEDDED 12" INTO THE GROUND 05' VERTICALLY AND 6" HORIZONTALLY ALONG THE BOTTOM Of TRENCH) AS SHOWN IN DETAILS AS2t & QV2) ON SHEETS 2 ANp :3. 4, SLIDING; IS AN APPROVED ALTERNATIVE TO TRENCHING FOR ANCHORING THE GEOTEXTILE FABRIC INTO THE GROUND SHOWN IN DETAILS AQ & 8(2) ON SHEETS 2 AND 3. SLICING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 301,S Of THE ROAD AND 6R10a SPECIrIQAT1ONS. 5. WHEN TWO SEPARATE SECTIONS OF CEOTEXTLE FABRIC ADJOIN EACH OTHER, THEY SHALL OVERLAP BY B" AND RE C-,URLE FOLDED, 6, GEOTEXTILE FABRIC MALL BE FASTENED SECURELY TO THE POSTS STYPE A & 8) AND WIRE FENCE {TYPE 6 MY).THE ATTACHMENTS TO THE WIRE FENCE SHALL BE MADE WITH TIES SPACED EVERY 24" HORIZONTALLY AT BOTH THE TOP AND VERTICAL MIDPOINT OF THE GEOTEXTILE FABRIC. 7, WIRE FENCE STYPE 5 ONLY4 SHALL BE FASTENED SECURELY TO THE FENCE POST'S WITH WIRE TES AND EVBEOOFO A MNNU9 If 2" IN THE GROUND, S. WIRE FENCE (TYPE D ONLY)SHALL BE A MINIMUM OF 14 OAUGE WELDED WEE WITH A. MESH SPACING OF 2" BY 4", ALTERNATIVE MESH SPACING MAY BE APPROVED BY THE ENGINFER, BUT MOST HE NO MORE THAN 6" BY 6-, 6, FOR AREAS REa(ARINC TYPE B SILT FENCE. A MINIMUM LENGTH Of 100 LINEAR FEET SHALL BE IN5TALLEV, IO, AS AN ALTERNATIVE TO UTILIZING TYPE 8 SILT FENCE, TWO ROWS OF TYPE A SILT FENCE MAY BE PLACED PARALLEL TO EACH OTHER WITH 3TC 5'BETWEEN THE TWO FLOWS, THS CPTIDN MAY BE USED AT ALL LOCATIONS SPECIFYING TYPE B SILT FENCE UNLESS OTHERWISE PROHIBITED ERY THE PLANS. SEE OCTAL ON SHEET 3 (aO7TOM RIGHT), U, MATERIALS FOR ALL SILT FENCE SHELL CONFORM TG THE REQUIREMENT' OF SECTION 242 OF THE VDOT ROAD 6 PRIDGE SPECIFICATIONS, SPECIFICATION A COPY OF THE ORIGINAL SEALED AND `.SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, "t'�.'F�DF'T TEMPORARY SILT BARRIERS ROAD AND 6RfU„£ STANOAROS 107 2242 SILT FENCE (TYPE A & B) AND BRUSH BARRIER REVISION DATE I SHEET I OF 4 307 VIRGINIA DEPARTMENT OF TRANSPORTATION DSf17 h4;i.0.7 7f If Pf4AF) A RPIF f'�F w,TArjnARn➢, 20113 ROAD &. BRIDGE STANDARDS INLET PROTECTION INLET PROTECTION EC - (TYPE A) (TYPE 8) NOTE 2 ~r NOTE I SEE /-CURB INLET NOTE I ADJACENT iO CONCRETEC,et.A t b'e3 STAiNVARD FC-✓ '.'„`"" {� �.."-,^-»..- AAAA . -, FORTEMPORARY FILTER f �}LCRAVEL PR<TER CONCRETE 8I<:}CK Cs` CHECK DAM BARRIER INSTALLATION ! HARDWARE CLOTH #3 COARSE AGGREGATE REOI,3REMENTSS TYPICAL TREATMENT FOR TYPICAL TREATMENT RUNOFF DROP INLET WITH CONCRETE FOR DROP INLET WATER WITH °`` RFL GUTTER WITHOUT CONCRETE. GUTTER SEDIMENT- -FILTERED WATER u SEE;,, i1 i! = x t #NOTE 1 , SEiI�NT f,, ,iTi .a `.rte A m� 'ACS CRABS MESH u is' Ilii bE ' HATTLWAYt C,,OTH-f x -CUES INLET SECTION A -A ADJACENT 2" XK 1' WOODDNTT6�OOKS €N PLACE) CONCRETE IF CHECK. DAM IS LOCATED CLEAR ZINE AND ADJACENT CONCRETE TEM?"'ORARY GUTTER G"f'Yi 1OA(.i SLOPE FACING 12G ON CTJRN^!G TRAFFIC la TO 8E FIA 6 1 AND MAXIMUM1ffIST;RIETI SECTION VIEW 12' rCONCRETE � C%JFiER SPECIFIC APELIQALQN OfTCI9 FLOC ;IIS METHOD OF INLET PROTECTION 6 APPUCABLE AT CURB 2 INLETS WHERE, AN OVERFLOW CAPABILITY IS NECESSARY TO PARE -VENT EXCESSIVE PQNOtNG iN FRONT OF THE STRUCTURE. \�`�, -r °`EtiIAW'NT '_#'3 COARSE _.I._____ 1. FCREBA't +Ofi'R-i:ATE NOTES SECTION B -B 1, POSTS AND TOP RAL SHALL BE A NOMINN, 2'12" X 2'Iz" OR A T' DLA, NO. « °SOUTHERN RINE, A NOMINAL 2 X 2" OAK, OR STEEL HAVING A MIN, WEIGHT OF 1.25 LES PER LINEAR FOOT AND A MiN, LENGTH OF 5'FOR TEMPORARY NOTE= SILT FENCES. GEOTEXIILE PRODUCTS DESIGNED TO BE INSERTED INTO GRATED ORQP INLETS 2. END OF FILTER BARRIER TO BE EMBEDDED INTO OR DESIGNED 10 COVER THE SL O t : OF SLOT RPOP INLETS, I HA" HAVEBEEN AGGREGATE, APPROVES FOR USE ON VOOT PROJECTS AND ARE FOUND ON MOOTS SPEL UST, MAY BE SUBSTITUTED FOR THE DROP INLET PROTECTION DEVICES DETAILED HEREON. 3, IF A DROP INLET IS LOCATED IN A SAG IN TTEE DITC9 GRACE, A CHECK DAM IS REOU€REL? FOR EACH SIDE Of THE INLET THAT RrCOVES OfTCH FLOW, 4. WHERE ORANAOC: MEAS EXCEED ONE ACRE OR BITCH GRADE EXCEEDS 3:i. A TEMPORARY SEDIMENT FOVF8AY SHALL BE INSTALLED WITH MINIMUM DIMENSIONS OF 12" DEPTH, 2` WSDTH AND W LENGTH. NCE REFERENCE INLET PROTECTION (TYPE A A,3Y{0 ( L7l q ROAD AND FiRIDGE STANDARDS 107 (T 1 REVISION CAFE SHUT 1 OF 2 242 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 93.GE 20'16 ROAD & BRIDGE STANDARDS EC -5 G� ) GEOTE;XTILE FABRIC i^A SHEET FLOW-�...,,..;.. �t M11N. WOWEN FENCE POST' SECTION VIEW DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT SILT FENCE TYPE A SEE SHEET IFOR NOTES WO WOODEN FENCE POST ;-GEOTEXTLE FARETC PROFILE VIEW FILL TRENCH T4 ANCHOR BOTTOM CIF GEOTEXTLE FABRIC, COMPACT THORO4TrAILY DEOTEx7LE FABRIC SEE ENLARGED I 5" MIN. • OETAIL TGIF;} AT NIGHT EMBED CE;OTEXTLE =COMPACTED EARTH FABRIC N TRENCH A MIN, OF 6" HORIZ,ONT.ALLY APO 6„ MIN, 5 VERTICALLY, (SEE NOTES 3 AND 4) DETAIL A(1') DETAIL A(2) -\V D i A COPY OF THE ORfDNAL SEALED AND SIGNED i RAWINO IS ON FILE IN THE CENTRAL OFFICE_ SPECIFICATION TEMPORARY SILT BARRIERS REFE7 E ROAD Arab BRIDGE STANDARDS °D� SHEET 2 OF 4 REVISION DATE SILT FENCE (TYPE A & 8) AND BRUSH BARRIER 242 Uy ,O7A 01/17 VIRGINIA DEPARTMENT OF 24J 2016 ROAD & BRIDGE STANDARDS 2016 READ & BRIDGE STANDARDS E0 -T7 MINIMUM REQUIREMENTS FOR STABILIZED CONSTRUCTION ENTRANCE 7O` MIN, WASH RACK-, SOPTIONAL) 10, R Nrl EXISTING PAVEME111 gD, If o # 1 COARSE. AGGREGATE -A/ ID'S PLAN f 6" AINIVUM DEPTH "1 COARSE AGGREGATE, WITH WINNUM,.«<..,,.z IO' CLOSEST TO ROADWAY CAPPED WITH 4" MINIMUM DEPTH `k D6 ON #78 PA0G`3CGA.TE, A5. DiRECT,^=D 'BY llsi ENGINEER. 6"-10" MINI -1 3' #I COARSE AGGREGATE j EXISTING PAVEMENT EX ;RCUNO r `f I` - GEOTEX;TILE. SUBORADE STASItJZ ATK`N FABRIC; PROFILE I. SURFACE WATER SHALL BE PIPES UNDER THE CONSTRUCTION ENTRANCE.IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 511 -SLOPES. "WILL. 8E PERMIT TEC} « 7HE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWIN(' OF SEDIMENT ONTO PUPLIC FRIGHT OF WAY, THIS.: MAY REOU'RE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AVID REPAIR AND OR CLEkiCUT OF ANY MEASURES USED TO TRAP F.DIMENCALL SEDIMENT SP;LLE[t OROPYE;D WA Hr".0 OR IRACfED ONTOPUB IC RIGHT Or WAY SHALL. RE REMOVED IMMEDIATELY. w WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE, ONTO PUBLIC R)OHT OF `+RAY. WWN WASI-1,N r IS fRFOUIRM, IT IIHN L BE DONE ON AN AREA STABILIZE£? WITH STONE AND WHICH DRAINS INTO AN APPROVED SELIMENT TRAP RIG DEVICE, 4.pERI00IC INSPECTION ANC? NEEDED M:VNTENAyNCE SHALL 8£ PROVIDED AE'TER 11EAVY USE FIND EACH RAJN{ ERE.NC:£: STABILIZED CONSTRUCTION ENTRANCE ROAD AND.ER€UCE STANDARDS KJ7 REVISIOCI OATS I SHEET 1 OF T 303 VIRGINIA DEPARTMENT OF TRANSPOaRTATtON 13.15 2016 ROAD & BRIDGE STANDARDS NOTES: /. ALL DIMENSION CALLOUTS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE SPECIFIED. I N/F . . ....... . . .. .... ..... . .... ....... ........ .. U VDOT102.01 "15" FES TYPE 1 (TYP.) . .................... N � N —CLASS Al RIPRAP DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT X -X x x . .. ......... . 7o 77 . . ............ .-D . .. .... .. ...... ...... .. .... .... .. 15" RCPldV . . . . .. ....... . . . . . ........ .. . . .. .. ..... 1'2 9 VDOT 103.05 (L=8') -L- STA. 15 + 01.65 24.00' LT BOC = 473.75' INV. OUT (402) =468.00' 4 VDOT 102.01 -L- STA. 17+21.57 28.521 LT INV. = 467.001 VDOT 113.09 TYPE B INLET PROTECTION (TYP.) VDOT 113.06 ROCK CHECK DAM TYPE 1 (TYP.) 1 0 jh REF. CIVIL PT6 F.G. A2.140 A2.150 PT6 ■IIIII�■�� A2.90 A2.120 PT6 4- RIGHT ELEVATION(NORTH O SCALE. 1/8" = 1 -0 A2.90 A2.50 A2.150 PT5 A2.90 A2.160 A2.120 PT6 140 a LA2.! BEYC I2.130 BEYOND 140) I—(A2.180) r---( A2.50 A2.90 A2.120 A2.90 A2.70 A2.100 A2.70 PT6 PT7 MPT5 .200A2 EF4 c _k A2.90 A2.120 A2.90 A2 6' HIGH WOOD FENCE ON TOP OF RETAINING WALL LEFT ELEVATION SOUTH' �2j SCALE: 1/8" = 1'-0" A2.130 - 11 T.O. GUTTER rin 104'-0" APPROX. I & HIGH WOOD FENCE ON TOP OF RETAINING WALL REAR ELEVATION �3 SCALE: 1/8" = 1'-0" A A2.130 CS1 1 FRONT_ ELEVATION EAS 0 SCALE. 1/8" = V-0" BURNISHED SLATE PT10 BOL HIGH REFLECTIVE WHITE I OSHA YELLOW EF3 PT7 F4 AMARILLO AMARILLO WHITE f SB SOLARBAN 60 (GLAZING) KEY NOTES: HOLLOW METAL DOOR AND FRAME. A2.10 SIGNAGE (BY OTHERS). A2.20 CHAINLINK FENCING WITH PRIVACY SLATS,(TAN) A2.140 HEIGHT NOTED BESIDE KEYNOTE. A2.30 CAST STONE SILL/ WATER TABLE. A2.40 CULTURED STONE VENEER. A2.50 METAL GUTTER - ANODIZED BRONZE A2.160 (PROVIDED BY METAL BUILDING AND GC A2.170 INSTALLED). A2.60 STOREFRONT/GLAZING. A2.70 BOLLARD, A2.80 METAL AWNING, A2.90 PRE -FINISHED 6" W x 4" D (SQUARE) METAL A2.220 DOWNSPOUT - SURREY BEIGE (PROVIDED BY NOMADIC DESERT (SW 6107) METAL BUILDING AND GC iNSTALLED). A2.100 FACTORY FINISHED OVERHEAD DOOR. GENERAL NOTES: 1. DOWNSPOUTS ARE INDICATED FOR SIZE, QUANTITY, AND APPROXIMATE LOCATION ONLY. 2. HOLLOW METAL STEEL DOORS, FRAMES, EXPOSED METAL FLASHING AND EXPOSED MISCELLANEOUS STEEL SHALL MATCH ADJACENT BUILDING COLOR UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO PROVIDE FIRE RETARDANT PLYWOOD BACKING FOR SIGNAGE AS SHOWN. PLYWOOD BACKING TO EXTEND TO WALL EXTENTS. 4. REFER SHEET A1.3 FOR FINISH AND MATERIAL DESIGNATIONS. A2.110 HOLLOW METAL DOOR AND FRAME. A2.120 PRE -FINISHED METAL BUILDING SIDING, A2.130 EXHAUST AND AIR INTAKE (REF. GARMAT SHEETS). A2.140 METAL SIDING AT REAR OF PARAPET TO MATCH EXTERIOR KEY FIELD FINISH COLOR. A2.150 PRE -FINISHED METAL COPING - SURREY BEIGE W (PROVIDED BY METAL BUILDING AND GC INSTALLED). A2.160 PRE -FINISHED METAL BUILDING "R" PANEL ROOFING. A2.170 EIFS VENEER. A2.180 WALL MOUNTED LIGHT FIXTURE (REFER MEP). A2.190 PRIMARY/ SECONDARY SCUPPER. A2.200 EIFS PARAPET CAP. A2.210 CONTROL JOINT. A2.220 METAL EQUIPMENT SCREENING, OUTWARD FACE OF ALL NOMADIC DESERT (SW 6107) SCREENING TO BE EIFS FINISHED. COLOR TO MATCH "PT3" EXTERIOR FINISH LEGEND VERSION 170922 FINISH DESCRIPTION/ LOCATION COLOR IDENTIFICATION/ FINISH/ STYLE MANUFACTURER CONTACT KEY co UW W ~ AL2 STOREFRONT SYSTEM DARK ANODIZED BRONZE ALUMINUM FRAME KAWNEER OR APPROVED EQUAL N/A CS1 CAST STONE (REF. ELEVATIONS) BUFF SMOOTH N/A - SAMPLE TO BE PROVIDED BY GC EF1 EXTERIOR EIFS (FIELD COLOR) NOMADIC DESERT (SW 6107) SAND PEBBLE DRYVIT STAN HUGHES - (817) 944-2540 EF2 EXTERIOR EIFS TRICORN BLACK (SW 7757) SAND PEBBLE DRYVIT STAN HUGHES - (817) 944-2540 EF3 EXTERIOR EIFS (FIELD COLOR) AMARILLO WHITE #113 SAND PEBBLE DRYVIT STAN HUGHES - (817) 944-2540 EF4 EXTERIOR BANDING/ CORNICE BAVARIAN WOOD #448 SAND PEBBLE DRYVIT STAN HUGHES - (817) 944-2540 (WHERE APPLICABLE OR NOTED) wo GR2 EXTERIOR MASONRY MORTAR 10X BUFF TYPE S MORTAR SGS - SOLOMON COLORS INC. BART SNOWDEN - (214) 794-9159 GR3 EXTERIOR MASONRY MORTAR 30X LITE BROWN TYPE N MORTAR SGS - SOLOMON COLORS INC. BART SNOWDEN - (214) 794-9159 M1 EXTERIOR MASONRY BRAZOS BLEND (CAN BE SUBSTITUTED W/ A NATURAL STONE GC TO PROVIDE LOCAL ALTERNATE FOR BART SNOWDEN - (214) 794-9159 co EXTERIOR MASONRY LOCAL STONE ONCE APPROVED BY C.DEV.) MEDIUM IRONSPOT 46 (SIZES VARY 4", 6", 8", 10", AND 12") VELOUR MODULAR APPROVAL`* ENDICOTT CLAY PRODUCTS COMPANY BART@BLACKSONBRICK.COM BART SNOWDEN - (214) 794-9159 M2 PT5 EXTERIOR EXPOSED STEEL URBANE BRONZE SW 7048 - EXTERIOR LOW SHEEN - UDB SHERWIN WILLIAMS BRETT C. HUCKELBURY - (214) 728-6696 PT6 EXTERIOR FINISH NOMADIC DESERT SW 6107 - EXTERIOR LOW SHEEN - UDB SHERWIN WILLIAMS BRETT C. HUCKELBURY - (214) 728-6696 PT7 EXTERIOR FINISH AMARILLO WHITE #113 SAND PEBBLE W/ MID BASE DRYVIT N/A PT9 EXTERIOR METAL, BANDING & CORNICE TRICORN BLACK SW 6258 SHERWIN WILLIAMS BRETT C. HUCKELBURY - (214) 728-6696 (WHERE APPLICABLE OR NOTED) LOW SHEEN - ULTRADEEP BASE PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION lNo PRUSEY Q z > o w Ln J J J I CV 0 co UW W ~ 0 m W J � Q Q U2 U Lu Ln wN wo �Lo N� W= �I-- v) ko b L'n-, ui x co ui UQLLr)Z Qm'�a Q z > o w (n J J J I > 0 co UW W ~ 0 m J � Q Q U2 U DATE: 03.12.2018 PROJECT NUMBER: 17119 REVISIONS NO DATE 01 CITY COMMENTS DRAWINGS ISSUED FOR: REVIEW SHEET NUMBER A200 EXTERIOR ELEVATIONS COPYRIGHT © 2017