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Home My WebLink AboutSDP201700057 Plan - Approved Final Site Plan and Comps. 2019-03-18® SITE DATA OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT: DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 400 CELL (702)-985-9088 CROZET, VA 22932 dave®oldtrailvillage.com PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No: 055EO-01-22-00000 PARCEL AREA: 25.886 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 USE. (28) SINGLE FAMILY ATTACHED UNITS & (15) TOWNHOMSS BUILDING HEIGHT.- NOT TO EXCEED 4 STORIES SETBACKS: FRONT, SIDE & REAR: 5' FRONT MAXIMUM: 25' AREA SUMMARIES: LOTS. 157,556 SF PRIVATE ROW. • 74,555 SF PUBLIC ROW.- 0 SF OPEN SPACE. 8,720 SF LOT AREAS. LOT BLOCK TYPE SF AC LOT BLOCK TYPE SF AC 1 22 TH 2955 0.07 22 22 SFD 4683 0.11 2 22 TH 1748 0.04 23 22 SFD 4147 0.10 3 22 TH 1743 0.04 24 22 SFD 4586 0.11 4 22 TH 1752 0.04 25 22 SFD 4532 0.10 5 22 TH 1771 0.04 26 22 SFD 4008 0.09 6 22 TH 2152 0.05 27 22 SFD 3964 0.09 7 22 TH 2164 0.05 28 22 SFD 4678 0.11 8 22 TH 1785 0.04 29 22 SFD 4802 0.11 9 22 TH 1780 0.04 30 22 SFD 3931 0.09 10 22 TH 2139 0.05 31 22 SFD 3930 0.09 11 22 TH 2128 0.05 32` 22 SFD 4396 0.10 12 22 TH 1752 0.04 33 22 SFD 5234 0.12 13 22 TH 1750 0.04 34 22 SFD 4842 0.11 14 22 TH 1748 0.04 35 22 SFD 5256 0.12 15 22 TH 2O95 0.0.5 36 22 SFD 4915 0.11 16 22 SFD 5499 0.13 37 22 SFD 6155 0.14 17 22 SFD 4608 0.11 38 22 '- SFD 4503 0.10 18 22 SFD 5713 0.13 39 22 SFD 3327 0.08 19 22 SFD 5707 0.13 40 22 SFD 3316 0.08 20 22 SFD 4290 0.10 41 22 'SFD 3363 0.08 21 22 SFD 5306 0.12 42 22 SFD 3459 0.08 43 22 SFD 5044 0.12 BLOCK 22 TOTAL AREA: 157551. SF, 3.62AC GROSS RESIDENTIAL DENSITY.• 1.7 UNIT/ACRE MAGISTERIAL DISTRICT: WHITE HALL MAGISTERIAL DISTRICT STORMWATER MANAGEMENT. AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN WP0201600009, APPROVED 4/25/2016 WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY. LOUISA AERIAL SURVEYS, AUGUST 2012 ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD SURVEY FROM JUNE 2015 FIELD SURVEY BY ROUDSBUSH, GALE & ASSOC. JULY 2017 MONITORED FOR USE AS STOCKPILE AREA FOR BALANCED EARTHWORK VOLUMES. BENCHMARK: STORM SEWER INLET TOP = 695. 13 DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: CRITICAL SLOPES EXIST WITHIN THE PROPERTY LIMITS, BUT OUTSIDE OF THE PROJECT L/M/TS FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 51000JC 0237 D. EFFECTIVE SATE- FEBRUARY 4. 2005. PARKING REQUIRED: TWO (2) PARKING SPACES FOR EACH SINGLE FAMILY DETACHED & ATTACHED DWELLING= (45*2) = 90 PARKING SPACES ONE & ONE -QUARTER PARKING SPACES PER ACCESSORY UNIT= (12 * 1.25) = 15 PARKING SPACES SHEET 13-------- LANUSC;AVF MAN SHEET 14-------- LANDSCAPE PLAN, NOTES, & DETAILS LEGEND EXISTING. INTERMEDIATE CONTOUR __, PROPOSED TREE EXISTING INDEX CONTOUR - - - - - - - - EXISTING WATERLINE W/ TEE _Iw PROPOSED CONTOUR 20 PROPOSED WATERLINE W/ TEE W +---- EXISTING EDGE OF PAVEMENT Ex. EP - - - - EXISTING FIRE HYDRANT PROPOSED EDGE OF PAVEMENT EP PROPOSED FIRE HYDRANT EXISTING CURB AND GUTTER EX. C&G_ _ EXISTING WATER VALVE PROPOSED CURB AND GUTTER CG-s PROPOSED WATER VALVE --® W TRANSITION ,FROM CG-6 ROLL-TOP CG-s ROLL-TOP PROPOSED WATER METER Ex., 15" RCP EXISTING REDUCER m EXISTING STORM SEWER 15" RCP PROPOSED REDUCER ---► W PROPOSED STORM 'SEWER _ .__ HANDICAP RAMP (CG-12) EXISTING SANITARY SEWER -- -a -- -~ DENOTES LO ATION OF STD. VDOT `�--� PROPOSED SANITARY SEWER 0s CG-12 AND OR JURISDICTIONAL STANDARD fMP CONSTRUCTION PARKING INDICATOR 12 PROPERTY LINE -- INDICATES THE NUMBER OF TYPICAL PARKING SPACES EASEMENT LINE - - - - ,- BENCHMARK CENTERLINE CRITICAL SLOPE LIMITS OF CLEARING AND'/OR GRADING SLOPES TO BE SEEDED, MULCHED &TACKED EXISTING SPOT ELEVATION +12.0 \ VEHICLES PER DAY COUNT TBD PROPOSED SPOT ELEVATION + 12.0 LIMITS OF DEMOLITION PROPOSED STREET NAME SIGN EXISTING FLOODPLAIN EXIS T i�!G SIGN -�-- -'- STREAM BUFFER ■ i ®i r® i 1 ioni w PROPOSED SIGN EXISTING TREE DRIP LINE SANITARY MANHOLE IDENTIFIER OA EXISTING TREE EX: 15' OAK STORM DRAIN STRUCTURE IDENTIFIER �2 GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A 'PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ;,CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR . REVIEW & APPROVAL. 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 ONE (1) GUEST SPACE PER FOUR (4) UNITS OTHER CONSTRUCTION. (43/4)= 11 PARKING SPACES VICINITY V ICI N' MAP P d"'i 4. ALL SLOPES AND -DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. TOTAL REQUIRED= 116 PARKING SPACES 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). ,WHERE REASONABLY OBTAINABLE, SALE: 1" = 1IiUO FEET LESSER SLOPES" OF 3:1 OR BETTER ARE TO BE ACHIEVED. PARKING PROVIDED: (2) GARAGE SPACES PER TOWNHOUSE UNIT 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF (15 UNITS*2 SPACES=30 SPACES) COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE (2) GUEST SPACES PER TOWNHOUSE UNIT WITH 18' DRIVE CHANNEL. (15 UNITS*2 SPACES=34 SPACES) 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL (2) GARAGE SPACES PER SINGLE FAMILY ATTACHED UNIT DEVICES. - 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. (28 UNITS*2 SPACES=56 SPACES) HPDE PIPES MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. (2) GUEST SPACES PER SINGLE FAMILY ATTACHED UNIT WITH 18' DRIVE 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS .FOR (6 UNITS*2 SPACES=12 SPACES) CONSTRUCTION INDUSTRY (29 CFR PART 1926). (17) ACCESSORY UNIT SPACES PROVIDED WITH ADDITIONAL' PARKING 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.iiyr TOTAL PROVIDED= 149 PARKING SPACES GENERAL CONSTRUCTION NOTES FOR STREETS 40 EXISTING IMPERVIOUS AREA: 0 SF1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT PROPOSED IMPERVIOUS AREA: 19Z500 SF OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS 1N ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE PROPOSED TURF AREA: 331,090 SF 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 c, OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL. rO2LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC' RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY �'�s StO; DETAILS ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE. OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. LIGHTING I ALL PROPOSED LIGHTING WILL NOT EXCEED 3 000 LUMENS ENG NEED FOUR 4 FEET OFFSET FROM THE EDGE ' 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE: ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN , IN THE OPINION OF THE COUNTY I ( ) SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.. INITIAL LUMENS SHALL BE A FU�:L CUTOFF LUMINARIES AND. SHALL BE ARRANGED OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B, OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. AND FROM ADJACENT ROADS. J. ALL OUTDOOR LIGHTING SHALL,BE ARRANGED OR SHIELDED TO REFLECT LIGHT 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 8. STRICTLY ADHERED TO. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. 9. SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE O 10. ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR COUNTY WATER PROTECTION ORDINANCE. DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. UNITED STATES ARMY CORPS OF ENGINEERS UPACE ( ) 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. HEREON THESE PLANS DEFINED BY JURISDICTIONAL WETLANDS SHOWN HER N H 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT: ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT �� DATE PLANNING / ZONING 16 q ENGINEEhING 3 /qt' INSPECTIONS l/h ARCHITECTUAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY Coto 4 ,IG VA. DEPARTMENT OF TRANSPORTATION a T � a ti..✓ w ..W o '�j U G N CO Zcc rcW >0 o� LqZ Z �� w Jz �� 0 0� UN W Z LL , �+ cc cc UN w e z IL y C) REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE AS SHOWN - CONTOUR INTERVAL w W t'N �' ^' Z .J t7 W � �_ V, W > W0 �� > j J jr O.m W 0 L. J 0 FILE NUMBER $053 SHEET 1 OF 16 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1-800-552-7001 `'. AOZLN WEIIHM 0P -29-21 LIDENTIAII fl NMD WON ------------ zll I r, ADDLE HILL ROAD`' `",'.•,,.. ```• `, �~~ � �, �,,, \,, ,,,;,';. _ Y . ____ / � 61 PUBUC RIGHT-OF-WAY ____..-- BENCHMARK \ r � DB 4556 PG 173- 79 = - r t 1 I To 695 13 „ R \ r . — /� NClw Y _ E EA _ - RT ) I VE 1816 w - _ ELF •-.,_ \.. ._ —_. h EX. ACSA ESMT 1-- �`. l7 :X. LANDSCAPE SYJ E M'T—� � .. -- PUBLIC RW D,Q. 3441 D.B. 3442 P.G. 188 WIDTfi -- BLE \\ IA ` VA- � M1 .., S1fD. VDOT COMME C R IAL(PLAT)- _ \ I 3442 P. PRIVATE SUBDIVISION ENTRANCE DB 3442 PG — PLAT I e Ex — --_ 134 - 155 (PLAT) ---_ . FH DB 2886 PG_ NAL NE _ Ex — EX,\. "• w ? \ i DttQS PE & SW E -.. , . --- Y \I I _ �__- fL .� 44z P.G. raa� �_--�.: EX. UTILITY ESM'T \ TNERE. lS NO I 696 ` ` -\ y� - \\ :, . y • ; . ,J EX. U !CITY ESM'T 42P.G.G18--- ``•• `, \\ � f \ sue' ^A . \\ D.B 3442 P.G. 188 ?,`v• \ (��ACE JURISDICTIONAL I 2 _ \TLANDS ---- € DENOTE BEMA C0 x x -- -lS CRIT AL \'DE \ V_ OTS-LUTS-OF -- \ \ \ `., j ,~\•.� �.€N klUD CLOSURE �` `\.,_ . - _._•-'•--- I� _ ;' �• ' ; ,\\\ ., \ \L \ —QEN T LIMITS OF Q \ Imo, _. -REPAIR 0 EXISTING\` \ �` `.`6ss _ a! DEMOLITIO ' - \\ EN !CE FOR PROPOSED BLO K 22 \L I - \ \ PRIVATE ENTRANCE Vi q NDS DICT�ONA N 1. I PROPOSED STREET POINT l \ 1 I OF l T€ SECTION w c \ 4 -- , - cp BLOCK o ; rn \ I / co 1 V_ D Z '• 86 A m CD cb { t \ I TM P 5 -0 1 -22-0 I M RCH M UNTAIN ROP TIES, LLC \ TM 55E- I -A 1 1 I ' EX. DEQ BREAM I USE. G0 F CLU /COU SE \\\ I - STABILI TIQN & RiA au�R Z N/NG: NMD�A RESTc RFI T1 ESM T•� '\ I D.B. 3665 G. 613 — 1 I � It , ' I 1 I 1 I -- I 1 I V V_ 1 , 1 I ; 1 d� 1 � 1 4 j 1 , 1 W Ilk EX. DE STREAM ' STA r" IZATION :. I fi``w '� - `, ` �d —.Rl�. IAN BUF (V- RESTORA-TION E�SM'T �� .� � , , 1 D.B. 3665 G. 613 _ - -�_ - CONTRACTOR TO PAY\ \ y ----- x ` lPEE,�IAL ATTENTION TO \ `It -.----�_. � \ REAR`PROPERTY LINE_ soft' AREAS TO ENSURE 7HFJ?E IS NO ENCROACHMENT INTO STREAM BUFFER,•,..,•,\�- _•--.-_--"--'--•-- ...,,� � DEO . _ I It _ ` \ ti — — / _ \ 1 I OWN I now 1 � \ \ \ — — // I I \ i \ \Asi • now kl It It It 44 1 "tee__ ••'JMf USACE JURI IONAL ,' r--� �� f �� . \\` \ \ \ \ ;; WETLANDSout 0 wp- 1 '\`""-. �`�';.•-m �..-..-------- ..\:�-.. � O BUFFER , `~\ i ,., � ``\� `r• `'~~.� I `\-•-..."�„-^---'•--,-,,,_,._„ •-.. � `a. Fes` ... .. \ � ~\• - �~`' \\\\ � >`.o.,, s� _ __"-- _ i \ REAR n^nrinT V�LTH OF ,. .. -�� _____ �_._��-• .. m( ':,1.8 �„ \ ter-' ••\ \ � ��\ _ - $• ,., 72 MEN � _„ —'— -- _ 66�, ----------Y \ Jimmy L. Taggart-�--------------- I ` ` - - - - �_--------------- - \6 _ _- Lie. No. \ \ \ �... -✓-' 22841 ,ry�i� `-'---'.__-____,_____---�,.0 �ip0 - _ - �,�F -._,.,,_,._,_ ~ �--...�-'•-.mow -s�t,z; w�,,� � Vim, ~.\ `�, \ `"�,.� EX.``�� Q STREAM oly,�s TAU M,1ION & \ \ St RIAN �F,\FER ONAL ESM e \ \ 1 " = 30' T 30 15 0 30 60�16 •09------------- --------------- SCALE _____. SCALE IN FEET r 59.50 05 V_ V /' Ar V_ V_ b A C N N ` � O I; 1 Ll 6 i a W LLM� ..W O U N z CJZ Q�Q) c r_ �W >O 0U z Q. 4 CC, > Q oQ �W CC O� U f N O �3 , f 0� UN W W z 0. REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 2912018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 11 SCALE 1"=30' CONTOUR INTERVAL 2 FEET 10 0 z 2 i (\, f �7�ew> � el Z r ,_ ,U) 0 FILE NUMBER 8053 SHEET 2 OF 16 sty ADDLE HILL RD Station ID Bearina 10+00.000 S 21 °56'24" E 11 +04.423 Total Length: 104.423' GUILDFORD PLACE ID Bearing Radius Length Arc Length Delta Angle Station 10+00.000 N 79.04'07" E 10+44.682 PC 1000.000' 126.872' 07° 16'09" 1 1 +71.554 PT 669.300' 206.353' 17'39'54" 13+77.907 PT 1874.000' 99.235' 03°02'02" 14+77.142 PT 50.000' 66.525' 76'13'55" 15+43.667 PT N 26'13'47" W 16+01.396 Total Length: 601.396' ASTELL STREET Station ID Bearing 10+00.000 S 23'35'29" E 1 1 +60.279 Total Length: 160.279' HEDWORTH STREET Bearing Radius Length Arc Length Delta Angle Station ID 10+00.000 S 34'54'31" E 10+51.533 PC 117.200' 48.746' 23°49'51" 1 1 +00.280 PT S 1 1'04'41 " E 1 1 +49.125 PC 207.500' 46.450' 2'49'34" 1 1 +95.575 PT 35.000' 2.309' 03°46'47" 1 1 +97.884 PT S 05.31'40" W 2+31.297 Total Length: 231.297' AVONDALE LANE Station ID Bearing Radius Length Arc Length Delta Angle 10+00.000 N 77*24' 14" E 1 1 +86.983 PC 242.507' 96.704' 22'50'52" 12+83,688 PT S 80°10'56" E 15+47.653 Total Length: 547.653' PRIVATE ALLEY Station ID Bearina 10+00.000 S 09°49'04" W 10+64.992 Total Length: 64.992' i 11N Y �o HUA CHEN & WEIMI P 55E-0I -29-21 i i4 RESIDENTIAL - - - - - ---_ Z NMD v t ISM _ J _ - 1 --------------- RT ADDLE HILL ROAD 0 PRIGHT-OF-WAY - BENCHMARK BB4556 PG 173 179 1 `Top-695.13 --- -- - _ NEW 30' EMERGENCY ACCESS EA - _ - ; RT 1816) - - ---------------- --- - WIDTH PUBLIC RW ` VARIABLE WI STD. VDOT COMMERCIAL _ 94 (PLAT) ' 2 PG 188 1 . ( )NTRACTOR TO PAY (,' - �-- _ PRIVATE SUBDIVISION ENTRANCE PLAT) ~ , f --- __ - PG 134 - 155 ( _ EC/AL ATTENTION TD -�• p ;. �-_=- ___--__------_ - _ _ DB 2886 - wa _- __N j AR PROPERTY LINE, >, .. �-_m___-____ + _-�_ o LA.S TO ENSURE --� _ _ - ,,ti`' S;. `� __ _ �s EX. UTILITY F. ERE IS NO Y --- ,.-�-,_ D.B. 34¢2 P.G. 188 EX. UT lTY ESM' ICR'OACHMENT INTO ,,. - D.B. J442 P.G. 88 iQ STREAM BUFFER: sr' : " . G . ,.. 6, 32' 14 �. 2095SF 2955SF 13 1748SF 0.05AC c� L I 0.07Ac ,� o,o4Ac o DENO E ALBEMARLE COUNTY 17493E 12 1750SF QQ IS CRITICAL SLOPES r- 0,04AC 3 IQ'K X 11 0.04AC v _ - 1743SF ' 4 .�, � t � 000.CCC `. 10 r 1752SF �, v r- o � 2128SF �', 0.04AC 0.04AC c.9 1752SF 6 w o N r 7 8 j r 0.05AC �$ o �I / 0.04AC 1771SF $ U, Ul U 4P 2139SF C1 0.04AC 2152SF I 2164SF N 1785SF '4780SF 0.05AC G1 i 0.04AC 0o L Q. 162 0.05AC 0.05AC 0.04AC L111 �i ` L163 I -/ to+so L 16¢ I C36 �a+5o, � 0 USACE JUR DIC'j L165 - _ L 166 " 11 C35 ' , WETLANDS v C2 I C7 C1 13+5� - o .► + 50- _ 13+0012+50 AA o CS 12+00 yIW AIF- ROW c 37 T 5499S (D G L109 L114 �$ 1 6155SF I L110 L111 L112 L113 0.13AC 1 o \p 0.14AC I CD- w p L61 I I + vI oI rn L85 CO 17 cr I 4608SF EX. DEQ STREAM 4915SF " I 0.11AC ' STABILIZATION & 0.11AC 39 aDO , n / 4/PARIAN BUFFER V 4353SF 3325SF 40 °° 41 �' '42 '� v I � 3TORATION ESM'T I 0.10AC 3318SF 3357SF 3442SF ORAT P.G. M'T I 0.08AC 0.08AC 0.08AC 0.08AC36 5221SF I u, L62 ' 0.12AC i +I 3, L4 ILI 18 36 5256SF I 5713iSF 0.12AC 1 L91 0.13.AC L92 L93 L94 L95 L96 00 L63 Li "10+00 7424SF + L81 r � 02 0.17AC -� 34 L 1_ -- 4841 SF �32 _ - 11+00 L 130 ""W ^' 5707SF _ `?+oo nao G29 /o° 0.13AC 0� L129 p 33 L128 5234SF 021 ci20 - - 04290SF SPECIAL A .12AC BEAR PROPERTY LINE Cr)32 O.lOAC AREAS TO ENSURE 4396SF THERE IS NO 0.10AC v 31ENC ROACHMFJVT INSTREAM BUFFER. `� 0. 9AC wrn 30 \ \ `JJ9 21 DEQ 5306SF 3931SF o 0.12AC _ 0.09AC ° 1 L9 4803SF Cb L1028 45789E BanI .., L1 0.11AC \o vIV � �J 444 27 \ q L 13 3964SF \ �'.. 8 WP0 L14 0.09AC / \ BUFFER 4%� NEW I `JS v �J2S °o \� \ , \� nowIIsm mono 4008SF 0.09AC v�` r4xso r25 BLOCK AREA (AC) BLOCK CLASSIFIC ATION NON-RESIDENTIAL AREA (SQ. FT.) RETAIL AREA (SQ. FT.) RESIDENTIAL UNITS (1) - AFFORDABL COMPLETED UNITS S F. DETACHED UNITS S.F. ATTACHE D UNITS TOWN HOUSE UNITS CONDO / APARTMENT UNITS TOTAL UNITS GROSS RESIDENTIA L DENSITY (DU/AC) MARKET RATE UNITS TOTAL # MARKET RATE UNITS %a OF TOTAL UNITS REQUIRED AFFORDABL E FOR SALE FOR RENT APARTMENT S ACCESSOR Y TOTAL BANKED UNITS TOTAL NUMBER OF UNITS % OF TOTAL UNITS 1A 2.17 mixed use 24,231 10,855 0 0 0 38 38 17.5 31 82% 6 0 7 0 7 18% 1 7 1B & 3C 3.70 mixed use 28,731 14,500 0 0 12 24 36 9.7 26 72% 5 0 6 0 6 17% 1 2 2 4.9 mixed use 46,029 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0 0% 0 3B 3B 3.4 0 0 0 0 25 0 25 7.4 19 76% 4 6 0 0 6 24% 2 6 3D 3D 1.0 0 0 3 0 0 0 3 3.0 3 100% 0 0 0 0 0 0% (0) 4 3.1 mixed use 4,500 4,500 0 10 18 8 36 11.7 28 78% 5 8 0 0 8 22% 3 8 Block 7 7 Ph. 1 1.1 mixed use 12,500 2,500 0 0 12 0 53 2283.6 47 89% 8 0 0 0 9 17% 1 7 Ph. 2 0.7 mixed use 0 0 0 0 14 0 20.0 6 0 0 6 7 Ph 3 5.1 mixed use 0 0 5 8 14 0 0.0 0 0 3 0 12/15/31A 5.1 SF 0 0 30 7 13 1 0 50 9.8 47 94% 8 3 0 12 15 30% 8 12 East Village 10 3.4 WA 0 0 0 0 25 0 120 7.4 95 79% 18 0 0 0 13 11% (5) 16 6.5 N/A 0 0 24 7 0 0 4.8 0 0 0 2 30 3.5 N/A 0 0 14 0 0 0 4.0 0 0 3 17/18 6.2 N/A 0 0 6 29 0 0 5.6 0 0 4 3 31B/C 1.2 0 0 0 0 15 0 12.4 1 6 0 0 11 3.7 mixed use 0 0 4 11 18 0 33 8.9 26 79% 5 7 0 0 7 21% 2 7 13 3.7 mixed use 3,000 0 29 0 0 0 29 7.9 29 100% 4 0 0 0 0 0% (4) 14 4.4 SF 0 0 20 0 0 0 20 4.5 20 100% 3 0 0 0 0 0% (3) 5/20/2021 5.4 N/A 360 0 0 0 0 190 190 35.2 161 85% 29 0 29 0 29 15% 0 22 12.0 SF 1 0 0 0 30 15 0 45 3.7 45 100% 7 0 0 12 12 27% 5 23 3.4 multi family 1 0 0 0 13 0 0 13 3.8 13 100% 2 0 0 0 0 0% (2) 27 3.1 SF 0 0 9 0 16 0 25 8.1 25 100% 4 0 0 2 2 8% (2) 2 28/29A/35A 7.9 SF 0 0 24 4 0 0 28 3.5 28 100% 4 0 0 0 0 0% (4) 29A/35 1.7 SF 0 0 1 13 2 0 0 15 8.8 1 21 140% 2 0 0 0 0 0% (2) 32 23.3 SF 0 0 1 80 12 0 0 92 3.9 85 92% 14 7 0 16 23 25% 9 35c 3.5 SF 0 0 9 0 0 0 9 2.6 17 1 189% 1 1 1 0 0 0 0 0% (1) TOTAL 1 83.7 1 1119,351 - 63,029 32,355 1 270 133 197 260 1 860 10.3 766 1 89% 1 129 1 43 42 52 137 16% 8 1 55 io Ur IIJIHLtIrrUML)AOLr_ U14110 01.070 IU.14 70 150. 1 %o NL I tSANr\t:U t$ UNITS AVAILABLE 4532SF i 0.10AC �J8 i i 24 4586SF 0.11AC � �20 EX. DEQ STREAM STABILIZATION & RIPARIAN BUFFER RESTORATION ESM'T D. B. 3665 P. G. 613 23 4147SF 0.10AC 22 4683SF 0.11AC �Y i 1 I a w W U X N a) z I Q. z acc ZQ >O OULq z 00) 'Lou Uj r� O V, J to 0 �� Q cc� N 04 �C LU o LL LL 0� wQ CC CC U N a� z W 2rn W �4 W O d REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE 1"=30' CONTOUR INTERVAL NA F- W 0 O z N a Z ^_� cc z V 1 0) ®® W W LL j O O FILE NUMBER 8053 SHEET 3OF16 i i I i i i I i I i I I I I I I� I CONTRACTOR TO PAY i SPECIAL ATTENTION REAR PROPERTY LINE �\ AREAS TO ENSURE \�\ THERE IS NO ENCROACHMENT INTO DEQ STREAM BUFFER I t--�LTH OF Jimmy L. Taggart -- Lic. No. 22841 os 1 ® ONAL SCALE 1" = 30' 30 15 0 30 SCALE IN FEET 0 i TO +0 "STOP" SIC O y'"STOP" BAR 34 L ` � F I � i AFFORDABLE I ACCESSORY° N UNIT x. f I f f � f \� AFFORDABLE I ACCESSORY f UNIT � f f \ � f f Y ..x GA02 RAGE "NO PARKING" SIGN 5, Sg "NO \ .� PARKI G \ O 16' EP—EP SIGNS (2) 6' PLANTING STRIPS (1) 5' CONC. SIDEWALK \ F' \ O w "STOP" SIGN 10 1� "N0 PARKING" c- SIGN \:o17 —� PROP. V/W \ SAN SEW. \ Cr1 ESM'T (TYP.) 20' EP—EP 1 2) 6' PLANTING STRIPS \ (2) 5' CONC. SIDEWALKS 18 \\ AFFORDABLE \ ACCESSORY UNIT 31 Nu -J PARKING" `•..- / / / � CG-6 TO Rt9 L—TOP \ " � a �w \ _ SIGN G,gRq / / at TMION /\ PROP. SIDEWALK 30 ESM'T TYP. / /\ \ -- 29 / s s Y PARKING SIGN 1 �3 .` 2 cl, r • ua O N Q. Z� u J �W �O J o2 �Z 6Q o , rT Z t� y U 0 W2 OLL ^� 0S. wo w It rx V N � Q �rn W w 0 _ Z a W REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE ill= 20' CONTOUR INTERVAL NA , CL cc Q .. • U) CD CO0 U. 0 FILE NUMBER 8053 SHEET 4 OF 16 REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE 1"=20' CONTOUR INTERVAL NA w V Z a g z zC tV L1J 0 WO�� J �p Q W LL 0 FILE NUMBER 8053 ------------- SHEET 5OF16 \ \ _ \\\\ EX. WATER MAIN STUB AT Cl7C? Y\\\ ABANDONED. REMOVE EX. VALVE &1S2 �rv{t•> - W LUG AT CROSS. A SHUTDOWN OF \ w - M—A W LPL BE REQUIRED AND SHALL COORDINATED- WITH ACSA PRIOR TO SHUTDOWN. - \ \ a w 12"x8" Ts&v CONTRACTOR TO PAY --'--- _ - EX_ FH SPECIAL ATTENTION TO REAR PROPERTY LINE AREAS TO ENSURE THERE IS NO ENCROACHMENT INTO DEQ STREAM BUFFER. "'_•'`--_•_ it v ADDLE HILL ROAD _ ►o � 14 ! �—:--_._.x�"�="'SID tl ALK AT EMERGENCY ACCESS i f= "^ _ J - _ ENTRANCE SHALL BE REMOVED 61 PUBLIC RIGHT OF -WAY --- BENCHMARK , - ' _ - AND REPLACED WITH 7RAFFlC RATED I' --- _-' " REPLACE 4" WALK WITH 7 ° DB 4556 PG' 1 73-1.79 1 To_p 6 9 5.1 3 sIDEwALK( _ =�-- W -- _ �30' E ENCY _--- --------------____ `,` _ -------- -------- -- N S EASEMEAfT 1 - _ WAT \------------------------ GOLF DRI ( _X. LANDSCAPE �w ESM'T. EX WIDTH PUBLIC RW D.B. 3�4 8� VARIABLE _ ',- STD. VDOT COMMERCIAL PIS 188 194 (PLAT) PRIVATE SUBDIVISION ENTRANCE DB 3442 _-- 6 PG 134 - 155 (PLAT) DB 288 -_ . - r er- G _ C — _ "a o EX. 12" WA Ex' - T. LINE w _ I . EX UTILI ------------------- y' _ D. 34 x. U �sM' D 42 a -�— 15 B. �G. 88 PROP. V/W 14 SAN SEW. ES 13 — I EA(0 E 6 PE MARLS I GAR '''AGE 2 —`" �`'�— x 1 � i I I 12 GARAGE 13.0 --GI5 CRITICAL Si G,4RAcE. 20' EP-EP I I Q .,N > I 1 1 11 Gp, AGE y ( 6' PLANTING STRIP 1 I �i 1 I 1 / 0 CARgGE. 4 ( 5' CONC. SIDEW L S I 2 1 4.. SS LATER h 10 I 1 GARAGE � t/ ��,, 0 1 --� (TYS 7 1 8"X6" TEE a a 0 GARAGE 5 1 �: rC I 7 I F.H. A SE LY GARp,G04. ; r 2 y. GARAG 6 �. _ E GqR E 1 ,. AG I GARAGE 0 0 1 co Iti 1 GARAGE GARAGE GARAGE 1 I .. 4 E �,. WATER 1MET 13 I !� a 1 (4 1 %� \ 0y 11 c I r t. / J 8" GV W/ z'0�': 3 a �. � .. .1 .. .. .4 .. .. .A . a'r 1 '� .fit• 4 . .ii Q'k \N 10 I Q• 2 1 �r+�.'"'TYPE A BOA 12.0 7.0 1_ x r 1 PRO MH I SS S (TYP.) D o 8"X8" TEE, 8 + a ®w + 1 (3)-8" G.V. _ 3+5 90' BEND I 16' EP P ` ` ` _ -�� _ K 13+00__- COLD - �, F.H. ASSEMBLY I _ _ 12+ _ (2) 6' PLANT NG STRIPS 1 � � W ui��D 8"X8" TEE, I `" , : 16 EP-EP W w W ROW (3)-8 G.V. ` 1 I 8" D.I. W/L W/ BOX � (2) 6' PLANTING. STRIPS 1 AFFORDABLE 1 ESM T (TYP.) ARV -� V/W pRIVAT � � (1) 5' CONC. SIDEWALK 37ACESSORY D r 3 w y lb UNIT G 110 I 1 m 8"X6" REDUCER 6.0 EX. DEQ STREAM STABILIZATION & RIPARIAN BUFFER ESTORATION ESM'T B. 3665 P. G. 613 i i I i i I i i CONTRACTOR TO PAY SPECIAL ATTENTION T REAR PROPERTY LINE AREAS TO ENSURE THERE IS NO \� ENCROACHMENT INTO I I � DEQ STREAM BUFFER. Bob Ift] 12 �1��:LTH OF vl� Jimmy L. Taggart Lic. No. 22841 .o�oSS 10NAL E SCALE 1" = 30' 30 15 0 30 SCALE IN FEET ��1 I o 1 AFFORDABLE ACCESSORY 36 04f 1 w UNIT M I I 0- I 0- PROP. 6' LANDSCAPE I 1 to I ESM'T (TYP.) sti+ I' AFFORDABLE"' _ I o + 35 ACCESSORY f y �I CD UNIT m :'I I WATER METER § ? r�- (TYP.) .uyq 'fly'$,' x f.•:. . ,. .....\ , - . ' Z y :c: __ ,,i 4y.CD Ept�� O I 0 17. 1 PROP. V/W SAN SEW. 1 (r\ ESM'T (TYP.) 1 20' EP-EP 1 2) 6' PLANTING STRIPS (2) ;5' CONC. SIDEWALKS 18 1 AFFORDABLE ACCESSORY UNIT \ \ 19 \ \ \ PROP. V/W 20 \\ SAN SEW. 1 2 �(�� ESM'T(TYP.). I A /INV- r / 28 G1 G) (D2 �C J T 0 a PC r. cn IIIwO z U N oa Za Q� a@) IY lu 0 U 5 0 �z e. � Z D y W �i J U. N UN o `✓ W2 OLL ^� 0� w� w cc rc 0. L)N °' Lu Q � W W O a I� REVISIONS 1 COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 ------------- SCALE ill =20' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET 6 OF 16 CA 131 M i i rnc.rxc 10 1vv l I .0 !\-;r UTILITY CONSTRUCTION TO / ENCROACHMENT INTO \ \ \ - ,. \ '' BEGIN AT THIS MANHOLE �n .� \\ \ AS PART OF THE WEST VILLAGE DEQ STREAM BUFFER. CZI SEWER CONNECTOR. !! !! ! ••\ \ i , . . \\ \ � , / % � !!� y \ S � X/ (UNDER SEPARATE COVER) \ l ! Y,• `z - \\ / \ \ PROP. V/W OUT \\ \ �EX. DEQ STREAMS \ \ ESMrM(rrP) �\ STABILIZATION do RIPARIAN BUFFER \ \\� RESTORATION ESM T ```\,, �� ' •`•.. \\ ` D.B. 3665 P. G. 6 9 300, saw C ii•€ 1, NEW V/W SWM FACILITY } k } f k € EASEMENT t �.� € € , �} t/€ � �'€�I irk }�;�I� �,€4.. \,, '•� I I I ✓ € g € \ AQ 041, Jimmy L. Taggart ?., � I — .,\ .•\ \\ I Lic. No. \, } }22841 �SSIONAL SCALE 1" = 30' 30 15 0 30 60 2 € SCALE IN FEET \ t 1.. , :✓; :. ,f .€€ C'';4. ;r; € € w3 ;3' f, i. U a w ..LQ O cn U Z N Y C+. Q � Z j Q ¢ @j cc / O cn Q �? �� 00 W U� 1=W �2 08 r o Z 0� �cQ ouj Ld ug �w a W Z co 0 w Z a. Lu Fyl REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE ill =20' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET 7OF16 � a u <1 CIDU W Z N= a °" z acw >O OUz Q UQ O , o 0� wo w rc U N Q 0 . W w 9Z � z CL (::)W REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS EEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE 1"=20' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET 8 OF 16 HOUSE! ... ... SLOPES 4t#* X.. ---------- K4 N:I"yn U P Jimmy L. Tag gart Lic. No. 22841 910NL -1N1 SCALE i" = 30' 30 15 0 30 60 SCALE IN FEET 12 ... ... ... .... -------------------------- 0 REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23,2018 COUNTY COMMENTS JUNE20,2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 ---------------- SCALE ill = 20' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET 9 OF 16 0 Pe -'I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL - TOP OF FILL -•. �. _..--.. _-_...._ .- _. -. ----_ -_.. ... _ _ - ._ _ --_ ._. �_ z ---- - ROUND NE '-- -- N G L z '-GROUND LINE GROUND LINE r TT { 171 I ..... a . - r - r � F- II { rr rrr r /r ..rr r', 41' � r "' I I' /rir � ,�� o- -' I I--)1.rrr: rrr i... l I c-" _, I ll " ff/, ' •,r r I I -I I rr 'r, . I r 'F11!I r. 6 _ 'l l; r, a ,.rl .1I( ,,, a ter;. ROCK OR .IL a r.l_ EARTH.. " UNYIELDING q I ' _T(--1 O N _F, SGIL G Lr 1 ,o 19 oM - BEDDING 11 ' � � MAT ERAL , - - /, / - ., J IJI _ � I a 1 I M N. ' I )/ i lNfa t/t0 D 0 D % D X BEDDING % D % BEDDING X D % MATERIAL - MATERIAL vRr`FH /z E I'll FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION I OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1,5 . 0 MIN. 1.5 x 0 I MIN. 15 x D I M%.N. 1.5 z D .MIN. 1.5 x D 1 I TOP OF FILL ,--TOP OF FILL ,--TOP OF FILL =zz---- _-- __ _ _-_ - -- -__ __-_ -_ --_ __ -- - _. �. _ -_ - - __--- -- _ _ --- - ' rrrrrr rrr rirrrrrrrrrrrr = r rrrr r r r rrr �•• -- • : r/rrrr , rrr /i, .::.-:. - r rr. ,rrrr, • :•. `•:::. - / -- - _ • v rrr ,rrrr •r -rrrrr J rrrirrrrr.-rrr .___. rr.. rrr, :• --- rrrr - -- rrr r - nv,�rrrrr/ rrrr, 4,r r r r ___ rr •. �::, �:: '- - rrr.�rrrrrr, rrX/rrrrr •"M + •GROUND GROUND r, - rrrr rriri//rr :7/ rr rrr GRCD'No a - a _ a - _ - LnE- LINE E N - LW E 7 _ _ .� •• _ - o- 5Frr_-_____ _ _ - - I I `I -I: : % -I- EARTH / _ LI / RO K OR /J/ � I I MW. vlo 0 n IN U N ELD G 111 TI- I i_ - - - -- •:-. MIN. i/10 D X D % BEDDING I" FEg SOIL n - MATERIAL .MIN, t/10 D EARTH t. H I X 0 % I p BEDDING ' �t__. E MW. 8", REDOING MATERIAL MAX. 24" MATERIAL T YIELDING, OR FOUNDATION SOFT, ELD NORMAL EARTH FOUNDATION ROCK FOUNDATION I OTHERWISE UNSUITABLE MATERIAL R WITH SECTION 302 OF IN ACCORDANCE W EMBANKMENT EMB E OF 7H ROAD AND BRIDGE NOTES SECTION 302 E 0 SPECIFICATIONS FOR GENERAL NOTES ON PIPE BEDOINIG SEE INSTALLATION OF PIPE CULVERTS; ' E P ' t IA I ACCORDANCE C ASS I BACKFILL IdATER L N CCO L - A'STORM,S W SEWERS GENERAL NOTES F I AND E E G ITH T; N 30 0 THE ROAD AND BRIDGE l W oEC 0 2 ON SHEET 07.00. P IFI AT. S EC C DNS. REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR PLASTIC PIPE CLA SS TI BAC KF ILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING T0 iH ' W ACCORDANCE WITHSECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUIN AND BRIDGE SPECIFICATIONS.AGGREGATE S2E25CAND 26MAY BE USED IN PLACE F LASS ZBACKFILL . FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL t t F THE ROAD IN BRIDGE SPECIFICATIONS. WITH SECTION 302 0 E 0 AND BRIDGE SPECIFICATIONS. V DOT SPECIFICATIU6N F NC INSTALL. OF PIPE CULVERTS AND STORM. SEWERS RE ERE. E ROAD AND Dm➢cE srA,DMDs - ,, „ A BACKFILL METHOD A 302 R PIP BEDDING AND BA L CIRC. E H F R VISION DATE SHEET 1 0 4 E 07/l2 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 ozol S-1 /. :� � SHAPE TO ELEVATION iOF MID-POWT OF / LARGEST PIPE. SHAPE TO , CONTO OF PIPE UR i I I I I /- ' I a i a r ::r i '9 FOOUTTO LETPIPE TO INVERT SECTION A -A TRANSITION BETWEEN OD 0 REATME DROP N T LETS PPE DIAMETERS WHEN I P IN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. 19 NOTES: \\ SHAPING OF MANHOLE AND INLET INVERTS W ACCORDANCE WITH THIS DRAWING 1S TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON ONR PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF 1 / TO INVERT OF U ION STRUCTURE. OUTLET P E MANHOLE OR POP INLET IS TO BE FORMED AND CONSTRUCTED W ACCORDANC E WITH APPLICABLE STANDARD OR SPECIAL DRAWING . I ON IS TO CONSIST OF A THE INVERT SHAPING AS DETAILED HERE n ONSEA TO CLASS A3 OR V PORTLAIO CEMENT CONCRETE MIX CONFORMING MAY BE 1 PT THAT 25% OF COARSE AGGREGATE CLASS C EXCEPT A / 1: M T N BROKEN BRICK P b DIAMETER DCO CONSIST U TO IN D AMET R AND N l SURFACE E CONCRETE BLOCK. THE URF BROKEN CONCRETE OR BROKEN I I I SHALL B LEFT AGGREGATE BY MEANS F HAND POSED. LAC. NONE HAIL E H , S A G G E SHALL REMAIN EXPOSED. .::.�::''. :• ;:-, .,.... ,..,. OF THE COME C RE AT - a , < SHOWN HEREON ARE FOR EXAMPLE PETALS OF INVERT SHAPING ASS R tE - PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHARED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND. OUTLET - CONFIGURATION AND FLOW LINES, SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD D BRIDGE S STANDARDS SPECIFICATIOM STANDARD METHOD OF SHAPING REFERENCE SHEEi OF 1 REVISION DATE MANHOLE & INLET INVERTS 3➢2 -10 _ 6.08 � VIRGINIA DEPARTMENT OF TRANSPORTATION co -I EW12 1 (TYPICAL). CUT TOP OF CUT PAY LIMITS FOR r1F CAA_ • PAVEMENT _ P �_"' .__. _-- SJSBASE BEGPIPE TO BEGIN WITH; 45' FILL USGRPDE DITCH LINE ELBOW R //� COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LANES / 45 / (WITH TYPE 15ELECT MATERIAL) 45° TRENCH PLACEMENT EDGE OF PAVEMENT PAY FOR OUTLEETT PPI TO SHOULDER LINE PE BEGIN WITH 45'5• r \ PAVEMENT SURFACE & BASE U11li LNL ELBOW - TOE OF FILL 00 0 0 0 0 o 0 0 0 -.4- SUBBASE P OF &� IEW-12 o•00000-00000?6%•-c--SELECT MATERIAL TYPEIORI( o/dam I(TYPICAL)-o•11 •o- op57 AGGREGATE, #6 AGGREGATE OR CRUSHED I GLASS MEETING #a GRADATION REQUIREMENTS. PLAN VIEW y.11-0",I- _ GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR -•°r--- PAVEMENT SURFACE & BASE 0 0 0 0 o 0 0 0 0 --r- SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 • o ' - o - o • o - - o - t-SELECT MATERIAL TYPE 3 OR SUBGRADE T0"0-0-0-0';... " (CEMENT OR LIME STABILIZED) GEOTEXTILE 457 AGGREGATE, #8 AGGREGATE OR CRUSHED RAINAG GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE GENERAL NOTES FABRIC T-0" 1, UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN . WILL NOT BE 0 L CATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 %MIN. 0 X DESIRABLE) GRADE. I TYPE OF PIPE CRUSHING SI RENGTH 4, ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED 50 AS TO PAN INTO DROP OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH EPE ON LO H OUTLET PIPE SIDE ONLY. I .T 4" NOM. DIAMETER W.T.6" NOM. DIAMETERINLETS SMOOTH WALL PVC .103 0.15.31 SMOOTH WALL PE 70 PSI RR)E 70 PSI %BEDS -__. _ 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE I A RECEIVING N C O STRUCTURE, INVERT ELEVATION OF RECE Y NG DRAINAGE DITCH R )f WALL THICKNESS (MINI - INCHES 7• ALL CONNECTIONS (ELBOWS, WYES, ETC.) W17HIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. XX)f TESTED ACCORDING TO ASTM 0-2412 AT 5Z DEFLECTION. 6. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE, ICATION STANDARD COMBINATION UNDERDRAIN sREREFFEREERENCCE j REV 8/07 (AT LOWER END OF CUTS) 501 I 106.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 GENERAL - - PB-1 1• USED OR ALL TYPES OF THE EOF APPIICDABLE HEIGHT CO ER RANGENOTED IIN THE STAND PCE1 TABLESTW ESS OTHERWISE NOTED ON THE PLANS _ MEASURED FROM OP OF CULVERT 0 FINISHED E. : 2. H- EIGHT OF COVER ME ED R M T IU G H T RAID 11 ' 3. b b EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM II SOIL. CIRCULAR PE AR PI ' 1. D - OUTSIDE DIAMETER OF PIPE. I - 2. SIDE DIAMETER OF d W PIPE. 3. X - WIT 0 ASS I BACKFILL MATERIAL BEYOND T EXTREMITY 0 THE PIPE. D H F CLASS THE Y F E X 12 WHERE d IS LESS THAN 36". - X 18 WHERE d IS 36" AND GREATER. - 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) - 3 D LESS IN DIAMETER WITH HEIGHT OF COVER _IWOR LESS. 0 AN 5. REGULAR BACKFILL MATERIAL MAY BE USED W LIEU OF CLASS I BACKFILL MATERIAL FOR FOUNDATION(EXCEPT PLASTIC PIPE) 30" AND AMETER HEIGHTOOFNCOVERRI LESS N WITH OR LESSI - - 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (01-13) OUTLET PIPES INSTALLATIONS _ ' ELLIPTICAL PIPE - OUTSIDE SPAN DIMENSION F PIPE. 1. S 7 1 2. S2 • INSIDE SPAN DIMENSION OF PIPE. - 3. R - OUTSIDE RISE DIMENSION OF PIPE _ -WIDT OF CLASS IBACKFILL MATERIAL BEYOND THE. EXTREMITY 0 HE PIPE. 4 X H ND IY FT ' X + 12" WHERE Si IS LESS THAN 36". 2 X 18' WHERE SIS 36" AND GREATER 5. WHE E IRECTED BY THE ENGINEER.. BEDDING MATERIAL MAY BE ELIMINATED FO - R D$R NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS ]S OR LESS AND HEIGHT, OF COVER 15' OR LESS, 6. REGULAR DACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I. BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE IS ' OR LESS AND R S2 HEIGHT OF COVER 15'OR LESS. - PIPE ARCH 1. 5 - SPAN DIMENSION F PIPE. 2. R - RISE DIMENSION OF PIPE. _ . 3 - SEE - ABLE 0 APPLICABLE PIP MATERIAL .B PC 1T FOR E . x - WI OF IBACKFILL MATERIAL BEYOND THE REMIT THE FIFE, 4 DTH EXTREMITY E P E '. x - 1 " WHERE S IS LESS THAN 38". ' .12" 52 3" DGREATER'. x 8 WHERE IS 6 AND 2. 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR N ARTH.F FOUNDATIONS UNDER ROUTINE .ENTRANCE PIPE W I NORMAL 0 R TIE .. .HERE 52 S 35".OR LESS AND HEIGHT OF COVER 15' OR LESS 1 6.BACKFILLREGULAR MATERIAL MAY BE USED IN LIEU OF CLASS 1 BACKFILL MATERIAL FOR , . ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE WE WHERE S IS ]5" OR LESS D P. RE AN HEIGHT OF COVER 15' OR LESS. SPECIFICATION REFERENCE OF PIPE CULVERTS & STORM SEWERS. INSTALLATION.. T W - - �VCxSr . _M ,. GENERAL NOTES I ROAD AND BRIDGE STANDARDS REVISION DATE. SHEET i OF 1 302 303 VIRGINIA DEPARTMENT F TRANSPORTATION w7.Do SL-) S a 6" C-G #5 BAR TYP, - #5 BARS a 8" C-C TYP. I I I _ II -F I I I I I I II l 30" DIAMETER IIIII ILI I T I - I I T-T-I I A _ 1 A B e TT - -. R j lI ,� -i- TT _/: TT. STRUCTURE SIZE AND - L LAN PLAN WALL THICKNESS VARS P _ CLASS A3 CONCRETE - CLASS A3 CONCRETE , SECTION A -A NOTES SECTION B-B 1. THE STANDARD SAFETY SLAB (SL-D IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, - I - - JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF I, H 0 12'WITH H NO SAFETY SLAB LOCATED WITHIN 6 FEET OFENT P OR SLABS SHALL E 8 T IT AN THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW MY INLET PIPE OF 30" DIAMETER OR GREATER. -I F SEE CAST IN PLACE DRAWINGS E COS OF THE SL-1 IS INCLUDED N THE COST 0 Tt1ESTRVCTURE. 2. THE T T N f FURTHER DENT. LS ORA ONE SIDE OF STRUCTURE T THE .3. ACCESS OPENINGS ARE TO BE STAGGEREDFROM 0 O OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. # 5BARS a 8' P CCTV. CAS 4. SAFETY SLAB MAY BE CAST -IN -PLACE P PRECAST. -IN-PLACE CONCRETE TO BE T CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. - ; .-_.*-, •�1-'* ;.;'�. lr�. . S. ACCESSPEN T OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE I WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR tSTRUCTURE WIDTH BY : 30" LONG).' TYPICAL PRECAST UNIT V00-r SPECIFICATION ROAD AND BRIDGE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, `REFERENCE (�,{ANHOLES AND JUNCTIONBOXES SHEET i.OF 1 REVISION DATE "7 • 302. 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION : - RW_3 4 F .. SURFACE OF JOINT Tf. 1 P PLT PANTED W7H ASH Z c yy" PREMOLOED 0 r4 I SACK F JOINT FILLER-, � c� 0F NOT LESS THAN 4' o I x rLLL VI Z Z * � p O o ,, a• -a o // X6° H2O - S16 I I r WATERSTOP L] LIVE LOAD - ��X9•1 TOP A %= OF WATERSTOP y}pi,L 4"X4" ..DECK SURCHARGE - LOADED _ n SEE DETAIL KEYED JOINT . TOE OF WALL POROUS: BACKFILL a 100 LBS./CU. FT. 078 OR #8 AGGREGATE OR CRUSHED GLASS CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 30'. MEETING #78 OR #8 GRADATION REQUIREMENTS _ EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. * WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED H - HEIGHT IN FEET. MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. BASE - 6/10 Hi - ;'- A - V6 BASE, WITH MIN. OF )'. EARTH - 100 LBS. - ' CONCRETE - 150 LBS ° . ANGLE. OF REPOSE 11/2•1 4 : ti0 R. pEPTH OF WALL IN GROUND DETERMINED ,• b1 o0 BY CONDITIONS, TO BE NOT LESS THAN V-6". - 2j ST t o � z a a , o:t, WEEP HOLE WITH 12"X12" PLASTIC v , 'n'' - HARDWARE CLOTH 1/t" MESH P , T ° ' ° : • .1 WATERSTOP OR GALVANIZED STEEL WIRE, MINIMUM , - � e• -' -! N DETAIL WIRE DIAMETER 0.03', NUMBER 4 - e , ' r ' n , a MESH FNMD'WME CLOTH ANCHORED m FIRMLY TO OUTSIDE OF. STRUCTURE. ti-" v If > i a , v " .' �•.�, t 3" PAN PIPES 8' MART B - 6/10 H 6" SAFE BEARING CAPACI rY .OF SOIL ROCK MINIMUM...... • ..................:. 10,000 - 20.000, LBS. PER SQ. FT. GRAVEL AND COARSE SAND, WELL CEMENTED ......... 16.000 - 20,000 LIES. PER SQ. FT. CLAY W THICK BEDS ALWAYS D 12 00 DR0 18,000 LBS. PER SQ. FT. CLAY IN THICK BEDS MODERATELY DRY- 8,000 - 12,000 LBS, PER Sq. FT. CLAY, SOFT........... ....... 2,000 - 4,000 LBS- PER SQ. FT. SANG, DRY, COMPACT, AND WELL CEMENTED . , .... 8,000 - 12.000 LDS. PER SQ. FT. SAD, CLEAN, DRY. ......:.. ........•................. 4,000 - 8.000 LBS. PER SQ. FT. ALLUVIAL SOILS, ETC ........ ......................................... ...... 1,000 - 2.000 LBS. PER SQ. FT: NOTE: IF COMPRESSION AT -TOE. EXCEEDS SAFE BEARING CAPACITY OF SOIL A SPECIAL FOOTING IS TO BE USED. - ROAD AND BRIDGE S STANDARDS CONCRETE GRAVITY - SPECIFICATION RETAINING . WALLS REFERENCE SHEET 1 OF REVISION DATE INFINITE SURCHARGE ` AND DECK SURCHARGE - - LOADED 506 i 401.02 VIRGINIA DEPARTMENT F TRANSPORTATION HEIGHT OF WALL "H" IN FEET. THICKNE55 AT TOP "A" W FEET THICKNESS AT BASE B-.6H COMPRESWC-44 AT TOE LBS. PER SO. FT. AREA OF SECTION 30. FT'. 3 r.0" 1'-9`'%-' 856 4.83 4 )'-0" 2'-4)(4" 1141 7.43 5 r.o.. 3'-O". 1427 10.63 8 11.01, 1 3'-71%4". 1 1712 14.43 7 V.0" 4'-2%" 1997 18.83 8 r,0" 4'-9%" 2283 23.83 9 1`-0" 5'-4)'4" 2568 29.43 10 1'-0" 8'- " 0 2853 35.63 11 Y-11/4 " '_ fi 1 7/t" 3139 42.96 12 1'-2 3/8 7'-2%" I 3424 51.03 13 V-3 5/8 " 7'-9%" 3709 59.78 14 V-4 3/4 " W-AIY4" 3995 69.23 15 - V-611 9'-0" 1 4280 79.38. 1 = I 3,11p*0111! • • ; L 308,2 Forward Reach. 308.3 Side Reach. . 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall 308.3,1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low mm) minimum above the finish floor or ground. side reach shall be 15 inches -(380 mm) minimum above the finish floor or ground. E E q Figure 308.2.2 Obstructed High Forward Reach 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 20" max >20"-25" max E E N (a) (b) Figure 308.3.1 Unobstructed Side Reach E E E E N 255 min 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum. a E Iq E F1 N E It M 255 mm 255 min -610 mm (a)(b) Figure 308.3.2 Obstructed High Side Reach E E 2 GENE L CONSTRUCTION "ION NOTES SUPPORT RIBS 1 PLAN NOTES .,-," - d 11 ECTLY TO THIS PR T N ER ISE DIRECTED. I 0 ELT. COAT CTOR SHALL REPORT D R AT E DURING T S PR J RA OJEC MA AGER UNLESS -0TH W 'S EP ESENT I H N GER O ACT AS OWNER FZ R V THE .OWNER WILL DESIGNATE A PROJECT ,MANAGER T 1. H L T 0 HE PRESENCE S0 I OETYADAS ES NO RESPONSIBILITYOR LIABILITY RESULTING FROM T HAZARDOUS SUBSTANCE N THIS PROPERTY R N PRESENCE OF ANY H 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED.. TO DISCOVER THE PRE 24 z ON ANY SUCH SUB NCE T - I I S REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN 3. THE CONTRACTOR SHALL OBTAIN ALL PERM T Q H • . ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, ':STATE, AND FEDERAL POLICIES. ORDER TO STABILIZE A DRAINAGE CHANNEL E I IS DEEMED NECESSARY 10 F HE RESIDENT ENGINEER OR HIS DESIGNEE, T E D E N I E OPINION 0 T P A DITCH MAY BE REQUIRED WHEN IN N ..PAVED OR RI RAP T Y Q 4 , 1. PROVIDED BY HE CONTRACTOR. ALL BE PROV T MANUAL FOR CONTROL DEVICES LATEST,EDITION AND SHALL, UNIFORM TRAFFIC CON A L CONFORM WITH THE VIRGINIA, 5. ALL TRAFFIC CONTROL :SIGNS SH L N TR W R E CONSTRUCTION INDUSTRY 29 CFR P ART`1926. OSHA S ANDARDS FO TH MUST OMPLY WITH 0 T ) PE INSTALLATION U C ( , 6. ALL EXCAVATION FOR UNDERGROUNDPI I T M V T ROAD AN BRIDGE SPECIFICATIONS LATEST EDITION . 0 D THE DO O D D AN BRIDGE STANDARDS LATEST EDITION) AN ) VDOT ROAD D1. ( SHALL DART THE . A MATERIALS. AND WORKMANSHIP SHA CONFORM 0 ( ) TALLH SNAP LATCHING SYSTEM 11 EARTHWORK DRAINAGE & SITE CONDITIONS PLAN VIEWOTHERWISESOW ON HE PLANS, ALL CUTS AND FILLS SHALL -MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 1. EXCEPT AS SHOWN T P, _, PRODUCT DESCRIPTION - METHOD A (THIN PLUS BY AASHTO T 99 METH W ITV S DETERMINED AA D T 95q OF THEORETICAL MAXIMUM DENS A 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE `SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED 0 PANEL SIZE:24'X24' 112' X I r D DEPTH OF THE FILL.' NUS 2% OF OPTIMUM MOISTURE, FOR ,THE FULL WIDTH AN H OR MI I M I R DOMED CELLS PER PANEL: (120)2-1/2'.HEXAGONALCELLS 3. ALL GRADING AND IMPROVEMENTS TO IBE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. R REFLECTIVE . WTI THE PLANS-. 0 UNLESS 0 THERWISE STATED I H N DG STANDARDS. ` LATES ` ED TI N A D VDOT OAD & BRI E T I FO 0`APPLICABLE L OCAL ORDINANCES N R ) S SHALL CON M T ( ALL MATE. IALS. AND INSTAL'TIO DETAIL R 4. R (A DELINEATOR R SOD PLANTING LEVEL • - _. 5.ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, 6'X 'C NC. EDGING 6 0 U CK PAVER T FFTRA S BETWEEN SUCH E ANY DISCREPANCIES ETW MANAGER IN THE EVENT THERE ARE A E Y NOTIFY THE PROJECT M NA WORK, 'AND IMMEDIATELY N R LOCATIONS PRIOR TO BEGINNING W R N M ELEVATIONS AND LOCA 10 P R 0 SHALL VERIFY ALL DIMENSIONS E EVA N N I 6. CONTRACT R A FY � ' - CONDITIONS AND THOSE SHOWN ON THE .PLANS AND SPECIFICATIONS. ' . REINFORCING AS REQUIRED I Q -: ED FINISHED 1 IN. CLEARANCE PROPOSED FINIS M R C AND CONSENT. COMPLETION FOR ADVICE A FINAL GRADING C MP I C AN GER.-:AND ENGINE ER BEFORE F N SHALL ADVISE PROJECT M A I FEASIBLE, CONTRACTOR S A _ SHOWN NON THE PLANS IS F 7.IN THE EVENT THAT GRADING AS H W , . SEED PLANTING LEVEL EXISTING G EXISTING GRADE 1/4'to 112• GRADE - y U LI ES & DRAINAGE SYSTEMS TI T . \ \ \\ \ \ �j/ 1.6 : , UTILITIES ", Y \ \ \ \ \ TOPSOIL T SE. CONTRACTOR'S EXPENSE. `BE CONTRACTOR'S S SOLE R ANDREPAIRED AT C R ITS SUBCONTRACTORS SHALL N R S CAUSED B CONTRACTOR OR N 1 NY DAMAGE TO EXISTING UTILITIES Y A X T O � 1.RESPONSIBILITY F UTILITIES. AT EAST 48 HOURS PRIOR 0 T L _ LOCATION OR THE NON-EXISTENCE S 0 EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND i N 2.THESE PLANS DO NOT GUARANTEE THE EXI TENCE, NON-EXISTENCE � 0 � - T of NATIVE S LS POWER, PHONE AND C ABLE. CONTRACTOR AS WATER, SEWER PO COMPANIES FOR G T R - RESPECTIVE UTILITY C - 001 AND/OR THE E , , MISS UTILITY 1 800 552 7 R I CONTRACTOR OR SHALL NOTIFY I TO Y EXCAVATION OR CONSTRUCTION, N T A TY AN ( ) / , - .; R IF THE METHOD E ESPECTIVE OWNER, H T CCEPTABLE TO THE R NNE HE METH OD 0 PROTEC ION A , 0 .. HAVE HEM REMOVED OR RELOCATED, TO DETERM T F OC ED AND T HA T US UTILITIES L AT A , ` V H .V RIO SHALL TIMELY ARRANGE 0 HAVE THE A, T E CO FILTER FABRIC (OPTIONAL) F R ( ) T 8 OT 0 0 0 TO 8 _ T RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COS WITH THE RES E t TY UTILITIES IN ACCORDANCE H C ITS WORK IN THE VICINITY OF EXISTING UTI TI CONTRACTOR HALL CONDUCT 0 PROTECTION IS NOT OTHERWISE SPECIFIED,C T R S F PROT N N T E NATIVE T I AASHTO ZBASEROCK AAS #5 - ADVANCE OF ENOUGH IN LOCATE BURIED UTILITIES FAR N SHALL EXCAVATE 0 E SE. CONTRACTOR H T UNLESS INDICATED OTHERWISE. BO NE BY CONTRACTOR N 0 PROTECTING UTILITIES SHALL BE R T INCURRED FOR REMOVING-RELOCATINGR P R , z WITH OPTIONAL FILTER EOE uAL ORAPPROV Q S RESULTING FROM LOWED .OR DELAY R T AND/OR THE UTILITIES. NO ADJUSTMENT -IN COMPENSATION ORSCHEDULE WILL BE AL F ITS WORK TO ALLOW FOR HORIZONTAL /OR VERTICAL ADJUSTMENTS TO ITS WORK AN . FABRIC IF UNDERORAIN iS NOT USED - - - - - - - - _ { - - _ _ I � 1111 L 8 NA' I�E SOILS III III -III _ _ - - - _ 1 � I I -I IL _ - -CONTRACTOR'S - III WITH TOP _ BLEND r SOIL BL N T AN COORDINATE W H UTILIT ES. . FA LURE 0 CONTAC D I I I T . . T MAINTAINING G TH E AND MAINT N N _ _ - _ ... ... - - - - - - - - --- UP OR ING HODS FO S P T D AND P OTECTED FR BE ADEQUATELY R OM .DAMAGE DUE TO THE WORK. A L MET R H EXISTING UTILITIES IES SHALL Q OR CROSSES EXISTING UTILITIES THE I T T 3.WHEN THE K R N , - - _ _ _ - - - - - 3 MIN. ( TING UTILITIES ARE COMPANY Y 'AND OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING T D H RESPECTIVE UTILITY 0 N EXISTING UTILITIES SHALL BE APPROVE BY THE IN A 1--12 -i FI�TERFABRIC I UTILITIES REMOVED UTILITIES. ANY UNTIL A DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING T I MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE 0 F 4 DIAurIDERDRAiN - iC �J1 ___, SEASONAL S�+ -UTILITY'S`STANDARDS. OR ABANDONED' SHALL USING MATERIALS, AND INSTALLATION EQUAL THE AS PART OF THE .WORK, AND NOT INDICATED TO BE ;REMOVED _ , HIGH WATER SEE NOTES SHE 2 A (, ET) SECTION .TABLE WITH HE SHALL ONLY OCCUR W T ' 4. CO TRACTOR SHALL NOTIFY LANDOWNERS TENANTS AND THE PROJECT. MANAGER PRIOR TO THE' INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND A N , *SEENOTESSHEET2 .; ` KNOWLEDGE AND PERMISSION `OF THE SERVICE'S OWNER OR AUTHORITY. 1.. . Of 2 , U T T OF ALL MANHOLE TOPS, WATER VALVE BOXES .GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 5.THE ADJ S MEN H P , "REDLINEY • I. '� . R: - CONTRACTOR SHALL KEEP A SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT D BY THE CONTRALTO N T E RE OCATIONS SHALL BE PERFORMED 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUS M NTS/ L hftp://wm.ndspro.com Call1-888-825-4716 TT24 TUFF TRACK REVISIONS. . -: `111-3-j-0 N D4N=0ENGINEERED PERMEABLE PAVER DRAINAGE SYSTEMS LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL . We in its e GRA SS SURFACE 1. CONTRACTOR SHALL EXERCISE. CARE ESPECIALLY AT INTERSECTIONS AND GUTTER N A N COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN I INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED, water - _ _ T D FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE DITCHES, ` DRAINAGE STRUCTURES, CULVERTS AN 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DINT HE T NOTES: - WHICH MAY, OCCUR AS A RESULT OF,FAILING ,TO MAINTAIN ADEQUATE DRAINAGE. ENGINEERING PROPER2TIES. T 0 ADDITIONAL COST TO BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, A N 3. ALL`:P ONES DI S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR R 1 T 1. COMPRESSIVE STRENGTH OF 2 PAVER: M TH TT 4 P V SUCH INSPECTION. BEEN BA FILLED OR BURIED WITHOUTU b RE-COVER SUCH STRUCTURES IF T EY HAVE E N CK R UNCOVERAN H. H EMPTY PAVER: ULTIMATE LOAD = 86.663 LBS I601 PS T B CONVERTED TO DROP INLETS.' I ENCOMPASSED D WITHIN NEW CONSTRUCTION SHALLE 4. ALL CATCH BASINS NS EN M E W - N FILLED PAVER: ULTIMATE LOAD = 400,000 LBS AA 2, POROSITY OF SHTO1#57AGGREGATE=04 ` 5•REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOITIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF. NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. TOP SOIL FILL: ,6.ALL .. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION S. 3. NDS RECOMMENDS NATIVE TOP SOIL FOR BACKFILL INSIDE THE PAVERS. 4. EXTEND TOP SOIL INSIIDEPAVER ANADDITIONAL ATOYi INCH ABOVE PAVER SURFACE AND MATCH SURROUNDINGGRADE. PROPOSED . _ DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR, DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS 8. ALL EXISTING.. ROOF D IN N E RA FINISHED GRADE SLOPoEPER PROJECT GRADING PLAN. PROTECT PAVER AREA UNTIL GRASSISSUFFICIENTLYESTABLISHED TOHANDLE , Q E ENGNEE AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER:AND THE PROJECT MANAGER. APPROVE BY TH I R, N TRAFFIC. PROVIDE i' (NAIN.) CLEARANCE BETWEEN ANY CONCRETE EDGE AND PAVER. , ` 5. GRASS PAVERS E D OCCASIONAL VEHICULAR TRAFFIC USEOVERFLOW PARKING A s ARE TO BE USED FOR AREAS OF PEDESTRIAN USE AN OCCASI NA V HI TRAF (E.G.,( R AND EMERGENCY VEHIICLFJFIRE LANES). CONCRETE & ASPHALT AASHTO#57BASE ROCK: . R 1.ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE I$ PLACED THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST TO REMOVE AND 6. GRADATION OF AASHTO 7 C AR E BASE OC P S NG ' ' SC EE 95 00%PASSING 1' 25 60%PASSING %' AND , #5 0 S R K.100 /o AS 11 /: R N 1 , r T WIT U SUCH I SP C ION. . P CO C E P CED NOR 0 OR HOT N E T RE LACE N RENT LA PR ", 0-10% PASSING H8 SCREEN. MECHANICAL MEANS. 2. ALL MATERIAL INSIDE -FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER 'LOOSE DEBRIS. SUB BASE MATERIAL SHALL BE COMPACTED BY MECHAN CA D D RISING. NH T F IN HE SHADE AN R SHALL NOT B LACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRE EI T 3. CONCRETE A N E P N H/ DPEDESTRIAN-ONLY LOADS 7 THICKNESS OF AGGREGATE LAYER L BASE REQUIRED OR EROSION COAT OL AN 7 IS AS FOLLOWS: AS R QUI FR •" ' 0 HANDICAP RAMPS S AT EACH END F H N PA SIO I MATERIAL IA HALL B PLAC D AT A MAXIMUM OF 30 INTERVALS ON NEW SIDEWALK CURB CURB &GUTTER A T EACH END OF .DRIVEWAY ENTRANCE , 1 EXPANSION 4. 2 PREMOLDED EX JOINT A ER L S E E I N SL D GOLF CARTS 6 INCHES FORM NUM COMPACTION OF NATI\VE SOIL RECOMMENDED FOR SLOPE UP TO 3/ 4 INCHES FOR LIGHT LOADS I S I A ) ( ) LOADS (CARS AND PICKUP TRUCKS); 8 INCHES FOR HEAVY LOADS (FIRE TRUCKS). L S RE PLACED AGAINST T HEM. 0 BUILDINGS N WALLS HERE NEW CONCRETE SIDEWA K A SO E POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS AND ALONG B AND W W M N W K T , AR E 8 C CULT TO SURE DENSITY OF COAR COMPACT WITH ONE TO THREE PASSES OF 5-TON STEEL WHEEL ROLLER. SINCE IT IS DIFEI U AREA N ' 5.ALL EXISTING CURBS, CURB &GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL, BE TAKEN OUT TO. THE NEAREST JOiNT. AGGREGATE,,0 APPROACH O REQUIRING FIXED D NOT UCABLE. ,RAH FR Q IRINGAFI E DENSITY APP 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES , FILTER FABRIC. , SHALL BE CLEAN AND VERTICAL, ALL CUTS' SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 9. FILTER FABRIC MAY BE USED TO PREVENT MIGRATION OF FINES FROM SURROUNDING NATIVE SOILS INTO COARSE AGGREGATE LAYER. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. T E FABR L E FABRIC IS STRONGLY H . ICPREVENTSiCLOGGINGOFAGGREGATELAYERANDEXTENDSITSUSEFULLIfE. USE OFFI T R., T ELEVATION OF THE TOP OF THE ASPHALT LAYER. $. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO HE RECOMMENDED AROUND EDGE DRAIN. 10. NDS RECOMMENDS NOIN-WOVEN NEEDLE -PUNCHED GEOTEXTILE. WOVEN GEOTEXTILES SHOULD NOT BE USED. If. USE FILTER FABRIC WITH AOS <0.60 MM FOR NATIVE SOILS WITH 50%OR LESS PARTICLES BY WEIGHT PASSING NO.200 SIEVE. USE FILTER TRAFFIC & $IGNAGE FABRIC WITH ADS <0,30MM FOR NATIVE SOILS WITH 50! OR GREATER PARTICLES BY WEIGHT PASSING THE N0.200 SIEVE. . .1.ALL "NO PARKING' REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER. UNDERDRAIN: 2.CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS,; BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE 12. NDS RECOMMENDS UNDERDRAIN TO COLLECT PERCOLATED WATER AND CONVEY TO PROJECT STORMWATER FACILITY FOR NATIVE SOIL , D PERMISSION 0 E STREE S OWNER OR AUTHORITY. I E KNOWLEDGE AN E N FROM TH T WITH THE 0 T N D I SOIL GROUP B (MODERATE THAT IS RCS HY ROL GIC SOIL GROUP C OR D DEAD IS OPTIONAL FOR S I RO RA Q LOW INFILTRATION RATES). UNDERDRAIN P ( ANDCAhvBE INFILTRATION) ELIMINATED FORSOILG GROUP GOD INFILTRATION. R U A 0 l ) - OR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. - C ON. ACCESS F Y DURING CONSTRUCTION. TES A E PUBLIC RIGHT-OF-WAY WA D AL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPER I AND THE RI 3 CONTRACTOR SHALL NT N E N P H MINIMUM C O BE INSTALLED AT 13. USIMUM04L 4, EXCEPT AS OTHERWISE AUTHORIZED IN "WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES ° MINIMUM0.5/SLOPE. IRECOMMENDED2SQINCHESOFOPENINGILINEARFOOT. E.REEMMENDEDPVCONCHES FOPENEGITLIN LINEAR FOOT. DURING THE WORK. 11 - 14. UNDERDRAIN TO DAYLIGHT INTO PROJECT STORMWATER FACILITY (CATCH BASIN I OPEN CHANNEL/ BASIN). 15. INVERT HIGH WATER L BACKING -UP OF TER INTO PAVER SYSTEM. Nv PROJECT tw T R LEVELWA . TWELVE 12 HOURS Y ENTRANCE. N0 ENTRANCE SHALL BE BLOCKED FOR MORE THAN ( ) 5. CONTRACTOR SHALL NOTIFY: AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ,ADVANCE OF BLOCKING. AN N 16. UNDERDRAINTOBESURROUNDEDBY4'OFAASHTO#57COARSEAGGREGATE,WITHMIN,2'BEDOING.: - IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED, SUBGRADE NATIVE SOIL ITEMS WILL BE 6. WITHIN 24 HOURS OF THEIR REMOVAL ` CONTRACTOR SHALL REPLACE MAILBOXES STREET SIGNS TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARYT V. COMPACT SUBGRADE NATIVE SOILS 90T095%STANDARD PROCTOR DENSITY PER ASTM D696 FOR OILS WITH 5 R P PAYMENT WILL BE N OR E ORARY S 0 SIGNS MUST BE IN LACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE A USED AS THE .STATUS OF WORK PERMITS. PERMANENT T TEMPORARY STOP P ` >20%, R VALUE>30, AASHTO AA A-Z AND A-3 SOILS. LOWER COMPACTION LEVELS PROMOTE INFILTRATION THROUGH SOIL .: MADE. ' - -; 1 18. ND RECOMMENDS THAT ENGINEER -OF -RECORD C CO 2 °° -VALUE 0 TO 30 S tiACONSIDER HIGHER LEVEL OF COMPACTION CBR 5 TO 0/, R. 1 AASHTO A4 SOILS FOR; HEAVY LOADS WHERE INFILTRATION INTO NATIVE SOILS IS NOT A REQUIREMENT. ' - 6 19. NDS RECOMMENDS THAT ENGINEER -OF -RECORD CONSULT WITH PROJECT GEOTECHNICAL ENGINEER FOR POTENTIAL SOiL MODIFICATION f (E.G., LIME TREATMENT) AND COMPACTION LEVEL FOR CBR <5%AND R-VALUE <10, AASHTQ A-5, A-6, AND A-7 SOILS. NOTE: INSPECTION REQUIREMENTS CAN BE FOUND AT hUpsJAvww.fldspro.com OR CALL 1-888-825-4716 FOR INSPECTION INFORMATION. 2of2 hftp:/Awm.ndspro.com Call M88-825A716 T T TT24 TUFF TRACK Is 11 I DS ENGINEERED PERMEI. ABLE PAVER WeI AN-i�-JLJ.-L-'ri NI water .r - ;nits e GRASS SURFACEI II MATERIALS TO TRENCH SPOILS TO BE GROUND BBE PLACED ON THE . PLACED ON THE UNTO E GRADED . LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH `SIDE OF TRENCH DURING CONSTRUCTION. DURING CONSTRUCTION. AFTER BACKFILL, ae."aAa. A� *.-�4$ - TOP OF GROUN PE -r - S . �, - min .; _ .I «°: N R--- COMPACTION PER COUNTY SPECIFICATION (REMAINING BACKFILL SHALL NOT CONTAIN 36" MIN. • ROCK CLOD OR DEBRIS MATERIAL LARGER THAN 5 •fN ANY DIMENSION. 24" MIN. , 8" INITIAL BACKFILL* (8" LIFiS) s N o - u o M i � Is Slope break for �- drainage, if req'd. � - I 1. __ a ._F�___ __ R• 2 Feet -2 o � iz a II . Back of Curb CA o -a� o o g n Ijr I I / 1 1. Iij o -L . 3 Z5 a IIlill i I I�w I `- ^_i 1 1 !a-5 I .,E 11 i,i I ;Nil1 I g .o . 'onstr, Joinf . , t J 5 Moir .e Edge of Pavement Drivewoy Entrance W(rp Transition Radtop curb Part Plum of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL R.6- Rd— Warp cab pro}iIa to match MIN. * I`SGUKb 5 - Uh 11f IL dAG.I^ Ut 4;uKt3 drive �yreent o h e� a%od�„ THOR606HLV'COMPACTED•*BY HAND _ -.-_-• above overt line, P OR A....VE .. I .... I .L TAMPER. EMBEDMENT ..:...:...., ... _ --_ :- -•- DIAMETER OF PIPE - - -- = SPRN.G.-UNE OF -.PIPE _ ,,•.,,.• .. _ I Oriveroy Entrance .'gran for Rartop Curtr ........ .4.MIN.... NO. 68 STONE % 'FOUNDATIdN (('SHALL 6E REQUIRED WHEN SOIL CONDMONS ARE.UNSTABLE) [ALL PIPE] Part Section A CE DETAIL SECTION /, /, /, �, / FIGURE B ROLLTOP CURB ENTRAIN T NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. A �°. /� �-•. -y� 406.4 Landings. Landings shall be provided at the tops of ramps. The landing clear B E D D I 1 V G s [BlikI .I� KF� I /L� L AND TRENCH N C H length shall be 36 inches (915 min) minimum. The landing clear width shall be at least as SPOIL PLACEMENT wide as the handicap ramp, excluding flared sides, leading to the landing.. CONC. PAD CBU MIN. .,.. 12" MAILBOX :: I I CONC. PAD CBU MIN. 12° MIN. ..:i ?;I ,:' CONC. PAD CI3U :;, MAILBOX 12" to 15" PER. USPS '° RAMP DOWN SIDEWALK RAMP DOWN -- so 00 HANDICAP RAMP B.O.C. CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU C&G - '1� F I - .. ...., - . ,_�` -RAMP DOWN SIDEWALK RAMP DOWN I -,•_ - 0 I I HANDICAP RAMP ��_B-0_-C-_ C&G F.O.C.` E.O.P. CENTERLINE STREET SCENARIO 11-FRONT ACCESS TO CBU .':. MAILBOX .,# 1. 36" min 915 min at least as wide as HANDICAP curb ramp RAMP B.O.C. C&G CENTERLINE STREET Figure 406.4 Landings at the Top of Ramps SCENARIO III -FRONT ACCESS TO CBU WITHOUT SIDEWALK NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. ��LTH OF �jrP o �f :- A o /, U . 7 (a 1. Jimmy L. Taggart Lic. No. vo 22841 .ice 1 SIGNAL �1S .01 I 11 0 U A4 W 0 4 cc cc G .1 W O cn z . 2 r�� N !'ray co q `^' O W 11�� VJ -�Z Z ® V c0 I�.�+�tc UCAIDNIL 0 Li. ` Q v OC 5 O W Q U z v 1 a2 w j 0'^ vJ W W O d 2 Ej 2 (5 U 0Cc I �_ �. S. Q 4 O v, 1.1. W M ZO LLI an Z) U. \ 0> In w r� .. cc cc Q UN C/ 1 to a w O rn '1, W Q 2 4 It r W `� W �� Z V = Z iL W C REVISIONS COUNTY COMMENTS JANUARY 17 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS , JUN E 20 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE NA CONTOUR INTERVAL NA 1 � (5 � � I �_ 1 > � Zo (1) < � 0 11111111111111111111111111111 -j ' -j T. i u II,_ 0 L A' FILE NUMBER 8053 SHEET 12 OF 16 V � Suffer ,Spoe POINT OF i R W W= 5 ft. 3 ft lain. End -of Roadway Markers"A\. ll� R/W rE / 6 Ft min. w1trees 1 \ 4" 3000 PSI FINISHED 4" 3000 PSI n II I1, 1"I' ROLL-TOP GRADE ROLL-TOP CONCRETE 1 1' 1 1; [�' tad 3 , CONCRETE CURB 1.5" SM-9.5 C RB 33 13 itrntn. �' I 1 111 0^r ` 2 1 1/4": 1' -).- .r--- 1/4": V i/4": i' , _,_ 1/4": V Plantllne 1 a '1 1 1(�L V y py / 1,1 ➢ ,� 1 1 1 f T� V Uj � f next to rei top curb v 1 3 • VDOT 21...� -,. g ,• VDOT 21 3: 1 = n. min. °° - 8" VDOT 21A 4 in roln, elsewhere -. \ �� \t Jimmy L. Taggart N . STONE BASE 4' UD-4 3"BBME25 STONE BASE 4" UO-4 STONE BASE ot. r-t oM>i•2 ap«m.'a 1\ \ \1; q Lic. No. W UNDERDRAIN UNDERDRAIN -a \ I` \ .o 'a.m r >. r a,"� > `s � 1'c 22841 s a .a p � fSfde+s'Qlkt ep ;-•.' a s ': � � �� 1 \i 6' 3' 2'1' 2' 10, 10' 2 1, 2 3, PLANTING CONCRETE TRAVEL LANE TRAVEL LANE 5'CONCRETE PLANTING rCw0cred SuNrade1 p C� 1 .'. Source: MUTCD .�'' �O �-'� 1\1 \\\1 "S'sIONAL ED h 5 SIDEWALK SIDEWALK STRIP C') O ? \\ \T Z STRIP WHERE APPLICAB E WHERE APPLICABLE G � �O \ \ \\ O I"% W (1} If th, u#/ffy space Is pa✓ed.constructlon stxrll be on compacted subgrade and the tlickness 2i�� \ (C cc 15, 15' y O 1 Z Q slnlh match that of tts sidewalk. t vrever,tt area wilt not be considered part of tte minlmuril COO Vl to \ \ LU (� width required for sidewalk, (n - 9' S► TYPICAL SECTION, 2�N° 1 .�•.A O� _ o z PRIVATE STREETS ADDLE HILL, AVONDALE LANE, ASTELL, HEDWORTH, & GUILDFORD PLACE If frees are planted In paved pc'dJestrlan areas,ttey stall be planfed to tree wells that Include o W� ?- : �\ \ SCALE 1' - 30 ' a Z =� J a p/onting rgrate,apprrr/ed ty tie Dlstr/cf Administrator's Duslgnee Hovever,tl� width of �-w1 .0 (n d-0 \ v.1 (25 MPH DESIGN SPEED) sidewalk passliv the free weltstxtll be of least 4 feet /it width �On � ��d� , \\\ � 30 15 0 30 60 � � U a N.T.S. G��O \ O \ \ D W FIGURE f - DETAIL BACK OF CURBS , Z t!\ �' r�� U c( O�� d� \ �\ \ SCALE IN FEET. • iV a > v v CG-12 ^ �d. .x, r .�✓ .'� a.. -"'• \.✓ V Nt �' � r� -A . d A n EnTRhtJ4;E PERMISSIBLE C k: CONSTRUCTION 4, #5 DOWEL, 8' LONG a 12" C-C - ",:c'..'. ,' .� .'. * , ,,,.'�•\� ° LU LIMITS GP PED. MIN, l , V � a y CBUA �y ACCESS RCJTE es te:GE�S Rfli1rC• I " : •.� .. '.£ / a / LOCATION ��f��r.�•_�:�•..• ^ T � I� � � � -3 � A p .. .« - - ,< ,� NOhJ-T RAVEHSAkAE us. (1NPAVETT. SPA'JaE aw � � A'. � tea JTtDTH Or eNTRA..sCE Utic�nd£D SPACE : fIPP' -'_ - / ) ,.a �a .• }..� OR PRGPG.%iza.6 E'(P?,`QSIOtB JOINT r � ro � � � 4: � � O � >._ / � 4' w � � V N SJDEWAL.➢C OR SIDEWALK SPACE. � ��. W TH I" £NTi2AP-JCE � `I MAXI MAX B ._ ::. G � � h. � .. � � �+,�..:. , ' .,-. , � � -,.,._ •e .,eat.^Tr. ° \ / // ..+""'�I".., T n B a' O ' 2 y d �' „ ., r • - � N :.' ° a : ; , .�. � ,, RH, .�� r :mom -'�l f ,^ � P• L12d§ra CF F_U. � d,iir3TS QF NEp. EXPANSION TJINT«• C! rr �CGF`.ET F(3U'T k. r4's,) QdGN-T`ii.\Y:S25?,HLE �°, twLE�5 d2U€)TC..' TRUNCATE DOME TYPICAL DESIGN ,A E E .`+!_. 6'.. ""'°C_ - SEE SHEET i OF 5 W ta) A FOR DETAILS NO. 'a w 8'-0" Min. 4'- Min. a CURB NCLUC3ED IN � PEDESTRIAN ACCESS ROUTE DETAIL WITH W( r« •� S •rTRANCE OUT TER 12:1 MAX. 48:1 MAX. a ... I \{ tr Q WITHOUT UNPAVED SPADE BACK of cuRe -' �� s �000 \ rn _ w ADDiTI TYRE tJS ➢1r..GF-YaA:r 15 T?E( �lnTED F rt:C L%A T� Q 1. 1 0 ,.,71te / �soE.::>�,.. a•. ,�-. \ ` y \\`•. /// �. cr PEU�Sra,A:t A�(Ess !(QurL��S E(TEP([3 13Er(ru UOW,a ExlSzltac �R PNQ�DSED ep(JT rilb IT Cr Y$AY.`I a \s: \a as \\\ {,JE - - 4. �fi \\ O� \ Q a. • • 2' MIN. - • I ----I SECTION A -A ., `� PERMISSIBLE 4,�� ',tea__. F:ttiTRxN%`.E W;D,N a N ._.. ES(faet:Ja➢flN ,fEt➢r4T CA' i'ri3J. tX➢ E% UM Yg� , ✓EDESTOAR ACCESS ROUTES PROVIDE A COi N& CUS • �+, , �: • ti• JOWTTRUCTION ' ,`-�_ € � .'f\ (� � �• • < \\i CS A;aa04U MIP,SWUA1 t2 Ct'a ; t°s`�. Q 9 111.O Satt"sUCITED,SIMIE:#'Utrd 1ad€7 Sri+ HES4aIA34T . :oi 1 ? t r'„, �: .T \ \ \\', O� )3AIji..Gr H 1Es3;, ALL €CCFSS; LE ELEMERTS CIF 4�„.,.,�. r,,, y >•,. (.�� Q `... .\ \ \\ � IAC➢Tf rHaT cT AVPRQACH�o.NrERET Aaarr TYP A . Ma 1QSETQ OY PEOE6TFtIAfis. €F A4GES`s raQUT ➢s AT�JacENr EDGE OF PAVEMENT. � 1° U� UIDI1?AM WIDTHi SnDtaLD Tse n'. WITH BUFFER STRIP ` �L � � O � 2 ro BAG Q e B, SEC tICN F F 1 < n \ -'� SECTION B-B G') � �[.F � ' O �. \\ \ (� \ \ � � O C ( H F' PLAN )iT IF PEaES1R:�iJ..ESSi (Zp� £S A(qE is`EIPro'(i. NOTES AL PptQVkDE%J,Abh?Jll"!«➢M & 3fta\,Ef25LE W€DT1➢ �"• / `js \;../ .+. 1 .�� '� � _ �'�. � � \ ,:.: 9 ,. \j\ \\\�. �O �� IS REOLOEO `WIN A' MAX. 3r CROSS SLI)WC, - ^ FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. ^ THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING ('(1 -� s�:....,� t ¢'�+� ` 5' • A.. (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW ' '- . • "' �.• \\ \ti REVISIONS ISIONs - ,vny� • • t:• CONSTRUCTION, 6 FEET FOR ALTERATIONS. WHEN U.'S.o IN CO4.?jNCW 1 WI IIH ST.MTa3a'dM a' �. �. � 1 p O O L , V � ,: � n \ � L \\`�• COUNTY COMMENTS p PARABOLIC ) C f.dk aGR CG' ,. FafE CUrJB E D Ci} M.iA$G'ii °rH ' - � .D..tHD � r� a£ � u � � ,, �'c�p n: z A � 9, \ \�\ O � �� \\�, �� JANUARY 17, 2018 aYF.T3 s<neaw K « G O \ a°'tITAT3LE CUfiTi CONE€GURArYuN. o-o �.+�.��. `a'e:T: �• A 4' SQUARE LANDING a a Y I AREA OUTSIDE AL A 4'SOUTSI LANDING v �(�q aa' %- ,\ \, A , AREA OUTSIDE OF - {/'�"• TT f�i ,,^"".•""�^..�'x x �Y TRAVELWAY SHALL TRAVELWAY SHALL uL �sr.. �Q<`, b- \ \..._� ,\\\\ P,CRta AQ„ GU ER _ ...� ^--_, .... -��.: .TION �� 8E PROVIDED WITHIN 8E PROVIDED WITHIN I a i;. i�� \ .;i - ., : \ �(\ Q\ \ \ COUNTY COMMENTS THE MARKED THE MARKED ,., �Y (/tJ <;:.€ . - \ \ CA .c�\ , �' to CROSSWALK AREA CROSSWALK AREA. I (�'' `� \ �O 'z- r/\\` \ FEBRUARY 20 2018 G.,-®%TD➢OYtrcE y^„ p (n r ,,+ \\ L\� • Y �_ "? Y " Q.4."R�: �.m`AS• >. y ,.,Ci ASS A? (Fi,E:S.D CGE1C. O �� _➢2E 210 a 1 s � \ \ 2 \ \ \ COUNTY COMMENTS 1 % MAX,SLOPE s° a° PONT OF GRADE CKMV- ;� CROSSWALK o o � ' COO A, rAl O \ �\\\ t �' G '\\�\ \ MARCH 23, 2018 „ Fr3iT rlUfiB AJ1ET OurTEE( QCiY 2 3" nn nn A a _ TYPICAL PLACEMENT IL II, r _ m A a �. \ , LINTY COMMENTS . ., , p � �; 1,z x MAxJ)RUM IHacrTEA,ar ➢N SLOPE AT nnQ.IM1.w ,u €NT�xY..L� ;r , - ,�,«,�,:� TYPICAL PLACEMENT FOR �Ietrrsrlt ruratT atrD G.➢Tr_Ta � :�,'� �,�,. CROSSWALK .. I , AT INTERSECTION CROSSWALK 0'P�\\ \\\ \ CO Bu:Er TtaNcutt ElrTLY AT INTERSECTION DIAGONAL PLACEMENT � '•.. ('➢) T➢ 1As� NaLVT.cRF€aSr ➢)'IC(TEr(YA7 Atra WITHIN CROSSWALK r� q \ \\, JUNE20,2018 � z''� �« '�.v � .. WITHIN CROSSWALK DIAGONAL PLACEMENT A E E I5 W T N CROSSW STRIP yf SECTIOP! C C t Atkl .a n_c€ As_ r(rr c__olr➢G MINIMUM 1iTEttY , SECTtON I7 (WITH BUFFER STRIP) WITH BUFFER STR �, y \ ' ~y \\ � �J � \\� COUNTY COMMENTS SPECIFICATION VDT �PEClFICAT(GP! b-\Vc)o^{^ REFERENCE - : �..:. _ ' 'p.• 9T "�.r,. '.. - \ \ \ \ \y / ` AUGUST La, LL18 r FEREQacL STANDARD ENTRANCE GUTTER �. CG 12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS - \ �; y' ,c\ 3TT.LT �(a BRIDGE .:rexDATTDs = _ : � _O � ' ,- . �� :. ; \ \\\� A�� COUNTY COMMENTS 10s TYPE A (PERPENDICULAR) APPLICATION REVISION PATE sH££r z of 5 %� ,. C� \ \ \ � o 02 KEY➢ 4E! SATE st9£ E fi 1 f F r 502 % (j a -rn UIR) VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 _ q ± : G� Q �" " t' '.\ \ \ \'d FEBRUARY28, 2019 VIRGINIA D?�PARFMENt OF TRANSPORrATI.,.N 203.06 \^0 \ ,"'. .� �.... 4_.:...• \ ;�.' \ \ V cc•11 O 1�1 ram.. . NOTE: WHEN A PEDESTRIAN ACCESS ROUTE V/ �� y s> : \ fy„) f 'a\\ \(9 A 5•lNDT •� CROSSES A SLOPESHALLENTRANCE d. THE BE t2:� Mom` s A WIDTH OF 5 FEET.- #5 DOWELS, 8" LONG 1 PERMISSIBLE �---" � I I AT 12" C_C CONSTRUCTION 12:1 MAX. - � A - w 5'MIN. JOINT .ice A, MIN I w I `�1 -A STREET. APPROACH SAME SURFACING GENERAL NOTES "I (RADIUS TO BE AS o _ C C AS MAINLINE ROADWAY (SEE NOTE 3) - ��: '1\\ DATE Y SHOWN ON PLANS) vt t. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 O t11 12:1 MAX ! x z - (RADIUS TO BE AS OR CG•7, THE CURB FACE ON THIS STANDARD IS TO I � � $ �. \ �• \.J C� \\\ \ - - - - �. SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB O - a�'•� '� -_ G � �Q 12:1 MAX CG-2 OR CG-6 CQNFIGURATION. \ : a, (� . '. - WITH BUFFER STRIP 017 N / (SEE NOTEA.. I: ..'Q 'v \\\\ 1 , L 2. USE STANDARD CST12 FOR CURB RAMP DESIGN TO DE F _ -' >s - /" _ '' 9 0 SIDEWALK USED WITH THIS STANDARD. ) 'y"aRP �� •Y T,3 ` \ C"fr a' SEP 1 r RAMP RAMP t' 5' MIN (SIDEWALK I - - .. - -� .G - �. MAX,- - (SEE w : a 5' '. A :RS...\1\\ fSEE TABLE) (SEE TABLE) t.�?�t NOTE 5) I UNPAVED SPACE A r OPTIONAL 3• MAINLINE PAVEMENT SHAH DE CONSTRUCTED TO THE. \ 12:t MAX. 9'w„ m FLOW LINE - T\S b f TRUNCATED DOMES - 4• MIN R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION - jn :,Ey`;j,.. I �� :w. <a \ \ SEE SHEET 1 OF 5 FOR DETAILS '� ="{'-----� REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE �\ - - - =`` 9 - al;•^a.'° \ _ tP\\ SCALE -'-� EXPANSION v1 EXPANSION OMITTED. IN THE ENTRANCE.) - +3 - 1 JOINT-- I JOINT �: OCR i 1 x, I 5'-O" MIN „{ LL 4. RADIAL CURB OR COMBINATION CURB AND GUTTER a G(n \ 1 30 SHAPE TO MATCH FACE - - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE I z`T2: - - - AQ �.ts OF ROADWAY CURB I WITH BUFFER STRIP_ NOTE: WIDTH "8" 2'-0" OR AS c�+ MAINLINE ROADWAY EXCEPT: FOR REPLACEMENT PURPOSES. a•y: =` ,v�U BACK OF CURB 48 :?MAX. _ SHOWN ON TYPICAL SECTION. A� - �•: � I '\ ,, �„ , ' .Off yr� � � GT� 20:1 --\ 48 : ?MAX. _ 5' ➢ IN 112 PLAN VIEW ENTRANCE NOTES F )2:l MAX. vy.4,� I.��%�`'«.. \ a • 1;T S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE TH£ 2 WN. TURNING REQUIREMENTS OF AN7ICIPATEO HEAVY TRUCK ?' a r . - t( ti / . a , �':i. « �, ! Isr,. ;y 9 SECTION A -A MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS _ x I r ;;""" g �r �s CONTOUR INTERVAL WITHIN THE LIMITS OF THE RADIISHOULD BE y 1 WITHOUT BUFFER STRIP 10'PARABOLIC CURVE (ENTRANCE ONLY) INCREASED TO`7". (SEE CG-13) PERMISSIBLE 8%MAX. EDGE OF PAVEMENT OR CONSTRUCTION 3 CROSSWALK I GRADE CHANGE _- - ^ 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW +i„ �'• a �� V`T'"�''T' "" a '" JOINT. vl ~ OPTIONAL FLOW LINE- - ® D 'LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS - \`0 A •Q`,'"�S,„rt 1y�: a ,E' Y'i'•. NA m.., R o I - - - - - - (SEE THE ENTRANCE.. Y ..:A I •,x:. ,r &•s,. ♦ NOTE 7) - t MAINLINE ROADWAY -- -.- _.__ - -_ _ • - 8% D 7, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES"� •, . _ O 0� GRADE CHANGE "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE SECTION B'B CROSSWALK D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET '�"� 1 �'?` I CONNECTIONS: C °+ 0. 4' SQUARE LANDING AREA 5�MIN. 20' MINIMUM FOR I - ice. g - �+s p01 SHALL BEOPROViDE� FOR /// /I COMMERCIAL ENTRANCE INTERSECTION NOTES PERPENDICULAR CROSSWALK - jiF r v, CROSSWALK EI6Hi iNE MARKED 8. WHEN CTIO1IS USED FOR STREET CONNECTIONS. WITH ;a '^''" NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, �. s. DRoSswa.K AREA - . SEE SHEET 1 OF 5. � ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE CONNECTION MUST 8E DESIGNED IN ACCORDANCE WITH at ��'` / AASHTO POLICY AND THE APPLICABLE REQUIREMENTS TYPICAL PLACEMENT afN OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING'`:" THE REQUIRED LENGTH OF A PARALLEL RAMP ,a SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. : I �`- �� `➢ IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION sJ�.') ,A. --rt'•., \ SLOPE. � 9, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A -- � - �"I I •• '. a.. C, �`j WITHIN CROSSWALK CURB PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGES 4' BUFFER STRIP 4" -t 5' SIDEWALK ACROSS THE INTERSECTION. y -1- - ALLOWABLE ENTRANCE GRADE CHANGES nl I ..A 5•MIN - DIAGONAL PLACEMENT _ f° /`�:. �' ' . 1 W n - � • MIN CLASS A3 / . a. e. • a. r i . �; f �•�✓ s p o _ -� �5 - (H. E.S.1 p p. - - N o CONCRETE - t . n. - 0 X. A T IDE QF LANDING AREA £ - _ OUTSIDE OF TRAVELWA R � A 4' SQUARE LANDING AREA � � ,f��. �,\\\\\ AL SHALL BE PROVIDED FO OUTSIDE OF TRAVELWA SECTION (.' C \t CROSS`N PERPENDICULAR CROSSWALK x SHALL BE PROVIDED FOR - L - - WITHIN THE MARKED K PERPENDICULAR CROSSWALK - WITH BUFFER STRIP CROSSWALK AREA OROSSW AL WITHIN THE MARKED NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT A n „ CROSSWALK AREA, APPLICABLE TO STREET CONNECTIONS - '\ SPECIFICATION. SPECIFICATION `VDOT REFERENCE REFERENCE ` \ CG-12 DETECTABLE WARNING SURFACE METHOD OF TREATMENT ROAD AND 6RIDOG❑E S STANDARDS f n 0 WYYiWWW ROAD AND BRIDGE STANDARDS (,'� .. G(n �O w" - -E', TYPE B (PARALLEL) APPLICATION 105 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE sH££T 1 aF 1 nl U. SHEET 3 OF 5 REVISION DATE 502 - ".��` 7/11 VIRGINIA DEPARTMENT' OF TRANSPORTATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 "` ' ^ :. Ur ® ` 203.07 / DRIVEWAY PAVING MATERIAL 00 5' TO BE ASPHALT i r ha �� Z , I ;.. Arraeaf CLtT^b 1/-•--• lnve_rt�"frre _._ � 1 ., 4" 3000 PSI CONCRETE' O ... - - a \ W -- ---- E .: a .. III -III III -III -III . ."'' • . '. •: ^... ' • - . I -III �-III � ', 1: __ -III=11 f=11 .. - - - - - '.: • . fi`.. - - - -� � . c, � 4" VDOT 21A i•;,, , �< t �: « O STONE BASE .. - m TYPICAL SIDEWALK SECTION �t�� `� �� woo � Es s arPJ aA�`b ..." r N.T.S.W.4. U. 1 7xH Viz:. axv .. IUL sr t- v , ,,; . f N E FOLLOWING NOTES APPLY TO CG-6 CG-7, AND ROLL-TOP CURB: Iwoo a'V100 o THE F - - _:.. c� CEMENT CONCRETE OR CAST IN PLACE USING.::� 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC T �� CLASS A3 HYDRAULIC CEMENT CONCRETE. 2. WHEN USED WITH STABILIZED, OPEN -GRADED DRAINAGE LAYERS, THE BOTTOM OF THE CURB AND GUTTER - 01' 0 SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUB -BASE COURSES AND TO THE DEPTH OF THE A �9 5 PAVEMENT BUT NOT LESS THAN THE THICKNESS SHOWN. U tJ N.T.S. N.T.S. � r*► Source: VDOT Road Design Manual, Appendix B Source: VDOT Road Design Manual, Appendix B V/W PRIVATE R/W PR11/q 20' TRANSITION -jF� _ I 1 NagaItoo R/W SURFACE R/W EDGE OF PVMT./ GUTTER PAN "` 1 ROLLTOP ROLLTOP 1.5" SM-9.5 000 CURB CURB 1 3' 1 ..E--1/4" 1' 1/4" 1'-�- 3 ROLLTOP FACE OF CURB to ;, 04 1 - •.: CURB _ I 3 • -- �,,�-� ° ....,•.-�` • :. :.. � �;�.._,:: 1 t LE UMBER 3 • , FILE N BASE SUBBASE 3 BM-25 6" AGGREGATE (21A) FACE OF (.� BACK OF f $053 .5'1' 2' 8' B' 2' 1' 5' CURB BACK OF CURB CURB --- FACE OF FACE OF CURB CURB m �� ROLLTOP TO CG-6 TRANSITIONS J I TYPICAL SECTION , SHEET PRIVATE ALLEYa �sl - �� 1°� N.T.S. 1 11 OF 16 TYPE B PARALLEL APPLICATION - ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 70 i5 6 14 15 ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN T500 VPD 0 % 3 % . MEDIUM 500-J500 VPD <_ 3 % 6 %. LOW LESS THAN 500 VPD <_ 6 % 8 % ADDLE HILL ROAD 61 `PUBLIC RIGHT—OF—WAY __-- — BENCHMARK 620, __:! _. ` ` 'Z '� `. — DB 4556 PG 173-179 1 Tofp = 69 5. 13LLI ------ 0 '30E _ _ ------ ----------- - - - -- - LF pRIVE (RT 1816) _ . LANDSCAPE & SW ESVT—��a WA EX. ACSA ESM T ---- — 1—��_ W o --------- D.B.0-8. _ — w B. 3442 P.G. 188 BLE WIDTH � P IA R �- STD. VDOT COMMERCIAL VA g - 194 (PLAT) w ?, t I 3442 �; __ _ PRIVATE SUBDIVISION ENTRANCE D8 _ - -® � Jimmy L. Taggart CONTRACTOR TO PAY w y . (,' - _ — Q pG 134 - 155 (PLAT) _ , < _ Llc. No. I I aT _ — EX. FH _ —__ p8 ZV86 r _ _ s 22841 w SPECIAL ATTENTION TO I `' B� P --_ — _ --__ PROP. STREET IGN o „ — - NTERSEG110N _CG-6 SIGN wE_ REAR PROPERTY LINE w _ 0 L NA AREAS TO ENSURE ----------- --- ---- THEPE. IS NO I LE 1 ' _ o —r v '. .. SCALE 0' ENCROACHMENT INTO 15 '� 20 10 0 20 40 DEQ STREAM BUFFER. I p - - — — — — I 14' SCALE IN FEET NOTE: SEE SHEET 12 FOR\,pETAIL ( 1 �\ ., 13 ; I 1 E� T � l�- �f�l E ALBEMARLE REGARDING ROLL—TOP CURBING m I GARAGE 2 `~--_� � STO " BA 1 12 P WITH DRNEWAY APRON (TYPICAL). �' I E I o 1 ?. II Gp,R �J� CRITICAL 51 «' GARAGE 1 1 I- 1 GARp,G 4' 4 GARAGE I PA KING G 10 WNW \ ' I SIG S 9 o _ w GARAGE 5 1 ,�' 8 -- I Io r GARAGE I s ARpGE ARAGE ' GRA <K ng 4 F ; 00 yY 4 I I GARAGE GARAGE GARAGE 04 t `t' 1 ( A 1 ( Ld 1 a - F(FDA /CI DATU 1 w- 10 _ END ROAD MARKERS w ...... , S OM4-2 (SEE DETAIL) .. ' ''NO — ARKING„ PARKI SIGNS AFFORDABLE S7 ACCESSORY 4 r UNIT k PROP. STREET SIGN I I PROP. SIDEWALK °NI3 r= PARKIN• ESM'T(TYP.) o_ SI N 1,;A R I a AFF DABLE D �. I �I �I ACC SORY D 20 Y 1 I I 36 U IT 4 EX. DEQ STREAM I k - - - -- - STABILIZATION & RIPARIAN BUFFER I PROP . SIDEWALK ESM'T(TYP.) RESTORATION ESM T D.B. 36e,� P.G. 613 I' AFFORDABLE-� ACCESSORY36 2 I UNIT . m I I r• -3 IF l I� S +00 lG f BAR AFFORDABLE j I ACCESSORY 1 UNIT I\ I I CONTRACTOR TO PAY SPECIAL ATTENTION TO \ AFFORDABLE I REAR PROPERTY LINE ACCESSORY I �\ AREAS TO ENSURE UNIT THERE IS NO ENCROACHMENT INTO \ I DEQ STREAM BUFFER. �\ -----/----------------------------------- - moo -- r - - --- _ 1 - ---- 0 2 a cln 40 �W O Z U W N= Q. to lu)EL �W >O C'e) OU z Q 6Q OW J Z O 20 o� U , N vi w2 �LL Q. w o 9 LD _w �y �rn pq W r W O Y. REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE 1" = 20' CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 13 OF 16 , 1 110 00 ER � ICING" 26 / \ � � \ PROP. SIDWALKS, o E M'T(TYP.), Z IN PARKING" . = / \ SIGN \ - O _IpoB/ /F0 LA TING STRIPS \ \ -7C� i O ON SIDEWALK �J PROP. SIDWALK r \ 1 TY \\\ \\ 24 02 Ak 1 _ _ \ \ \ „�r .r . R O P S M , \ / \ PARKING" ACCESS ROAD CONTRACTOR TO PAY \ SIGN _ a. \` - ~\; ------ SPECIAL ATTENTION TO / 23 < G1 --- �\ REAR PROPERTY LINE \ • \ \ AREAS TO ENSURE \ \ \ CF / THERE IS NO .`\�',\ \ J `l'J, :. '; UTILITY .CONSTRUCTION T0�``, l ENCROACHMENT INTO BEGIN AT THIS MANHOLE '-''- 1 AS PART OF THE WEST VILLAGE STREET TREE NOTES & DETAILS -, / DEQ STREAM BUFFER. ' --' - CZI SEWER CONNECTOR. \ PROP. 6' - LANDSCAPE. / . \ � - �,' S 1 (UNDER SEPARATE COVER) NOTES & MINIMUM STANDARDS ESM'T(TYP.). / f, \ \ \ / / 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT ! �\ LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF \ C COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. i 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND( LEVEL WHEN County of Albemarle / \ h O Conservation PlanOlecidist-To be placed on Lau.dscape Plans PLANTED. \\ \ (handbook, pp III-M-111-237 for complete specifications) 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE \ l Th fit DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S (EXPENSE, 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. DECIDUOUS TREE PLANTING DETAIL GALVANIZED GUY WIRE OF D f� Jimmy L. Taggart Lic. No. 22841 `v4 •o�o��ss I ��0%�� ONAL 00 SCALE 1" = 20' 20 10 0 20 40 SCALE IN FEET 13 SHI MUL "X2" HARDWOOD STAKES l \\ 120 e a owm Items shall be shown on khe Wean EX. DEQ STREAM �� b \ �" / � � ` \'�. p p W Trees to be saved; \ '' STABILIZATION' c�G . \ / ® Lkrrlits of cl aring {ouiside dziplinc of frees to bo saved}; RIPARIAN BUFFER ,,\ \ ,, ;- p ; Cl Location ford type of protective fencing; ® Grade char es requiring tree wells or walls; RL J (QRATI UN ESM rT / \ J. 0 Proposed tzenchiltg or tPurieling beyond the.lintits of chairing, D.B. 3665 P.G. 613 2. I jh�/ - 0 ' All trees to be saved shall be nnarkcd with print or ribbon at a height clean visible y �.� • �------- P :� y s blu to equipment operators. No grading staait begin until the tree marking hats been inspected and approved by a County lnspector. 3: Pre -Construction Conference: Tree preservation and protection measures shall be reviewed wlth.thc contractor on site. g. Ectui¢xrnent Otteration and More: \ + \ q Fteav ui vetucula \ ye 9 pmenk r traffic and storage ofconstruction materials including sail shall not be pernti#t d within die driplines of frees REFER TO "OP2" ON SHEET 19 FOR BIOFILTER to be saved: PRETREATMENT CELL DETAILS AND DIMENSIONS \\ 5. until Ernsiam and Skormvvaler Detention Devices: . \ \ 0 Suchdnot adversely affect trees to be salved. 6. ;Fires: \ Q -Fires are not permitted within 100 feet of the dripline of frees to be saved, 7. Toxic (Materials: \ �1 'toxic materials shall not be stored within 100 feet of the, dripline of trees to be saved. \ s \ STREET TREE REQUIREMENTS, NOTES & DETAILS \ S. PcoteetiveFencinl; \ 11 'frees to be retaiac within 0 ' ` \ d . n �4 leer at a proposed building or grading activity stall be protected by fencing. / \ \ 0 Fencing shall be in place and shalt be inspected and approved by a County Inspector prior to grading; or construction. STREET TREE CALCULATIONS EXISTING PUBLIC GOLF DRIVE 9. Tree Wells: ( E Whca the ground level must be raised within the driplitie of a.tree to be saved, a tree well shall be provided and a construction e 4-35 LINEAR FEET OF ROAD FRONTAGE @. 1 TREE / 50 LINEAR FEET = 8.7 STREET TREES REQUIRED 70, submitted for approval. p d earl OO10. Tree Walls: 9 STREET TREES PROVIDED 1 When the ground level must be lowered within the, dripline a tree to be saved, a tree wall shall be provided; mid a construction detail Submitted, for approval. 11. Trenching and,run _nut STREET TREE CALCULATIONS - PROPOSED PRIVATE ADDLE HILL ROAD Q. When trenching is required in the • within Iunits i 4 vt clearing, Ii shall b t si 1 e done as tar away a v,t gran tha r g, i t utrlLs of trees , , 5 t 1 Welt I '-� under a large .. , .. .: P u .ln g u e l g+, free shall be consideredas in alternative when it is anticipated that necessary trenching well destroy feeder rants. 210 LINEAR FEET OF ROAD FRONTAGE © 1 TREE / 50 LINEAR FEET = 4.2 STREET TREES REQUIRED 11 Clennug Cl protective fencing shall be the last items removed during the final cleanup. 5 STREET TREES PROVIDED 13. £latnaaetl "lYces: ® Damaged Frees Shall bu u sated itrunediately by printing, fertiliZatian or other methods reeomrnended by it tree. specialist. NOTE: tT CS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION STREET TREE CALCULATIONS - PROPOSED PRIVATE GUILDFORD PLACE REQUIREMENTS. 972 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR. FEET = 19.44 STREET TREES REQUIRED Lzz, I 44V!t� IV t 20 STREET TREES PROVIDED - (DATE) TREE CANOPY REQUIREMENTS cCiN`fTir14TI'ITRCEii EltstC;1*dA'PUI2F F01iT,E} STREET TREE CALCULATIONS PROPOSED PRIVATE ASTELL STREET 5/tI06 Page 1 of 1 320 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 6.4 STREET TREES REQUIRED BLOCK 22 SITE AREA = 5.61 AC OPEN SPACE` = 0.20 AC 7 STREET TREES PROVIDED PRIVATE ROW = 1.71 AC NET SITE AREA 3.70 AC (161,172 SF) STREET TREE CALCULATIONS - PROPOSED PRIVATE HEDWORTH STREET 462 LINEAR FEET OF ROAD FRONTAGE © 1 TREE / 50 LINEAR FEET = 9.24 STREET TREES REQUIRED 20% SITE TREE CANOPY REQUIRED = (32,235 SF) I EXISITING BLOCK 22 TREE CANOPY (956,422 SF)*1.25 = (1,208,027 SF 10 STREET TREES PROVIDED ) REQUIRED TREE CANOPY IS SATIFIED BY CANOPY TO REMIAN IN BLOCK 22 STREET TREE CALCULATIONS PROPOSED PRIVATE AVONDALE LANE 1042 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 20.84 STREET TREES REQUIRED 21 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED PRIVATE ALLEY 130 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 2.6 STREET TREES REQUIRED 3 STREET TREES PROVIDED DO - 1 1 1 1 1 1 1 1 1 1, 1 1 1 i 1 1 1 1 1 t PLANT LIST HEIGHT QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER ®PLANTING SPACING SPECS. 14 O Acer rubrum "October Glory" OCTOBER GLORY RED MAPLE 1.5" MIN. 11' AS SHOWN B & B' 75 } J Ostrya virginiana AMERICAN HOPHORNBEAM 1.5" MIN, 6-8' AS SHOWN B & B' a U �. W w CQ Z �0 C, �Q Q.0 Q Cot Z CcW 'O OU Lulz �,^ Q J U< W yJ .4 lY N 0 0� UN Q W O U_ 0> UN (/�� aW ZQ Uj Z w O REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE ill =20' ----------------- CONTOUR INTERVAL NA W z z 0 z WN L� z i J Q 0 0O W J Cc jv"�► j J < W Z z 0 FILE NUMBER 8053 SHEET 14OF16 ADDLE HILL ROAD (25 MPH) PVI STA. 10+25.00 PVI ELEV. 697.50 PVI STA. 10+75.00 710 Iv = 1 n4 171 PVI ELEV. 696.25 710 705 700 695 685 680 50.00 VC - = K 106.86 0 0 50.00 VC oao o00 00)o00 0 o� + cfl 0 0 WO olf) co O n T� o to Eu O��W +•r�� r> LJ� I OJT U rFQ-.. U WU FQ- w U> o to Oua a >CL > �a ox a a o0 i J c� 2 MA114TAIN 42 MIN. 0 CO ER TYP. t CL. 52 D.I. �� cn 3 w 3 w W J W J W w a �> a ►-> - F- X O I X 00 < _ x C0 0 a m a co 0 0 705 700 695 685 w o 2 10+00 +50 1 1 +00 0a o00 qo!7 V)^c0 O co 00 0 co cri - 6 Id ri wa �� c°'oD (D�D J li U U 710 705 700 695 675 ASTELL STREET MPHPVI STA. 11+60.00 710(25 / 710 PVI ELEV 693 00 705 700 695 • 685 675 670 665 660 E IGN 0 LL 00 + 00 W o= ------ (V J -0 oQ +z 0 t T_ t t 2 3 6q o � M AINTAIN 42M N. COVER TYP.. CD-1 fi x. ftP. t W/L (TYP �• \: TYP. W/L SERVICE CONNECTION W/ 8" SS XIRJ: 1 CURB STOP SEE DETAIL3) �co 3 w W> W -j �a > m � xa C x O a m m 0 m ca a . AVO N DALE LANE(25 MPH GENERA CONSTRUCTION NOTES FOR SIRE 705 705 PVI STA 10+45 18 HIGH PT 705 700 700 695 695 690 690 685 685 680 680 675 675 670 670 ,665 665 660 660 w o 10+00 +50 1 1 +00 +50 655 PVI ELEV. 690.00 HIGH PT. ELEV. 691.7 K . 20.17 PVI STA. 12+63 68 K = 28.50 15 .00 VC P I ELEV. 688.00 65.00 VC ao rn Co Ln o K _ - 34.73 co 00 0 00 0 0.00 VC N 0) r- 0 0 00 �i rn PVI STA. 1 +41.04' o - o '' o n co Co K)00 CC) � 00 PVI ELEV. . 82.00 QW dw + QWw`� i^ �- �i N r _ N oo K = 39 ,62 to 0 N J W E- _.0 150. 0 V CO 400 j '-" Q U {¢- W Q Kj Q Q J d a a (n N +W (000 r r- a U > cfl a r LO r ' 2 1 �o Q F- J w Q F- J w `t 9 U o_ > a d +Y a r xx F J far r ,'Y r< Y.. y D-1 83 r Q ........:..................................:.......:..................,...........:............ :................................................................................................. :, 9 ,.........., � 42 MAINTAIN AI M N M I � ....... ...... 1...:..5%�tRM... ft0 .........:...................................................� COVER_TYE?. \ ... ........................................................../ ..............................:...... , .............................................. ...................... . W/L (TY) 18 STC RM XING ; W/ 12" CLEARANCE ............................... ........ . ..................... i ................. ................... c 1 9� ..... ...............:...... ............... F k. o is ..; g •: i� TYP: W L SERVICE \ 1 CUR. STOP (SEED AILS) C 58 " D.I, 4„ W L (TYP) w' cn m > w 3 W , a J J w J } J > o a Fa ma w z w > w > W w i- I,, I m U. ¢Q ao X w CD D cc<0 (D N (D H LL F- 00 F--i W LL 1- Ir Cc 0 - z - 11 z _ CP dcrd a� CL D_ 00 0 m 0 0 x O a = 0- ` 0- (Oncv ca OD 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE 'COUNTY. THE 'CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT 296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF"FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE B TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES SHALL HAVE CBR T CONTRACTOR HA H R R V R OF THE TEST RESULTS SHALL'BE SUBMITTED TO THE SOIL 'COUNTY IF A SUBGRADE L CBR OF 10 700! OR 'GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST 'RESULTS TO VDOT FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR I :WITHIN EASEMENTS PRIOR TO 'ACCEPTANCE BY THE COUNTY: ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. OCATIO S ARE APPRO XIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE TE END 4., L ADDITIONAL GUARDRAIL 0 .. F CONSTRUCTION. TREATMENTS WILL BE FIELD VERIFIED AT THE TIME 695 MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE `OPINION OF THE COUNTY ENGINEER,. FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE'FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5.`WHERE'URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL - B. OR C 0 VDOT CG 9 A CONFORM T T ( ) 6: WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL STANDARD PE-1. 0 0 CONFORM DOT V T 6901 AS D DITCH SECTIONS, WIDTH A G PLIANCE WITH THE MINIMUM PAVE MENT WI DTH, SHOULDER N 7. 0 M < SHALL BE STRICTLY ICTLY ADHERED TO.S OWN ON THE TYPICAL PAVEMENT SECTION DETAIL,B. ROAD PLAN APPROVAL ,FOR SUBDIVISIONS IS SUBJECT T0 FINAL SU BDIVISION PLAT VALIDATION. THEN G G AND RECORDATION, IO 0 SI NIN A .EXPIRE PRIOR T 0 THIS PROJECT E I AL PLAT.F R SHOULD THE F N S LL BE NUL L AND VOID. 0 ESE LANS HA A P OVAL F TH P P R R OTHER REGULATORY FO MANUALR 0 WITH THE VIRGINIA S S ALL CONF RM 0 DEVICE H 0 0 RY 9. ALL SIGNS UNIFORM TRAFFICCONTROL DEVIC ES AND THE ALBEMARLE COUNTY ROAD NAMING AND PRO PERTY 685 D MANUAL. E ING ORDI AN NUMBERING ANCE R N S LLED BY THE L BE I TA 0 B ICADES SHAL N 0 SIGNS R ARR 0 OTHER REGULATORY A FIC CONTROL OL R 10. TR F N ` OR. DESIGNEE, ELOPER WHEN, 0RDESIGNEE, THEY AR E DEEMED 0 E '' EN IN THE OPINION OF THE COUNTY ENGINEER, DEV NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT AC CESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT: SIGNS ARE TO BE 5 MPH BELOW THE DESIGN 0 0 PUBLIC ROADS. BY VD T F R SPEED, 0 'DETERMINED SP R AS - E SUBBASE INSTALLED UNDER TH 1.2.VDOT STANDARD CD 1 OR CD-2 CROSS -DRAINS ARE. TO BE IN TA 680 E ROAD 0 AS SHOWN ON THE R GRADE SAG POINTS AND RAD P MATERIAL'` AT ALL CUT AND FILL TRANSITIONS PROFILES. S 13.13. A'VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWER AND CULVERTS THAT , 0 0 'COUNTY INSPECTIONS. N THE VIDEO INSPECTION SHALL BE ARE DEEMED INACCESSIBLE TO VDT R CONDUCTED IN ACCORDANCE WITH VOOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A R N VDOT C 0 COUNTY INSPECTOR PR ESENT 14.14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED 675 WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. ALBEMA LE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 670 1:` PRIOR T0'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. CONSTRUCTION :INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 665 'HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL''MATERIALS AND CONSTRUCTION METHODS SHALL CONFIRM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY_ (29 CFR PART 1926) - 4. EROSION AND SILTATION ' CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION`CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING,GRADING OR OTHER CONSTRUCTION.' 660 5. 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. -6. ALL SLOPES AND DISTURBED AREAS ARE`TO BE FERTILIZED, SEEDED AND MULCHED. THE 655 MAXIMUM ALLOWABLE SLOPE IS 2:I (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. O W 7. SURFACE' DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY o a o)• 0° C-4 r `° N r c0 N (D w 10+00 +50 1 1 +00 +50 12+00 +50 13+00 +50 14 i 00 +50 15+00 +50 OR WITHIN EASEMENTS. PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE DUTFALL O (DMr6 (-N� I�rin r�6cN X M 0) 0) 0 0) 0) rn r CD- 0 qw O EASEMENTS ARE 'TO BE EXTENDED TO A` BOUNDARY LINE OR A NATURAL WATERCOURSE, w n. cD co i co (0 F c0 <v W cc � c? a r 0! N o t*� r� rn a �- n cD n 0o Lq o n 0� 00 - r .� r� rn d ao cD 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END U O _ m 0o of o .= of ►`i co ui 0 LO r 00.= c0 r- � to N r- Ki n cri: n 0 0) o TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL x M w a co 00 c0 to � r- 0) - c0 co 00 0) cD CO � w Cn (0 co � 00 0) cD co � 0000 cD c0 � 0000 co co �- co cp c0 0000 c0 c0 t- 0000 cD co �- co n c0 c0 i GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE J J J v' J J J :D- D U DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN HEDWORTH STREET (25 MPH) oto OLL o o� --------- ---------- ---� LLI nQ 0 \ N> \ 04Q N 1.93q M INTAIN 42 MIN. COVER TYP. \ 15" STORM ING W/ 24„ CLEARANCE TYP. W/L SE VICE CL. 5 CL.:TYP)D.I..I 8" CONNECTIONS W/ 1" CURB STOP (SEE DETAILS) 3 w 8" SS Q XING 3 w W > W > J Wa J wa �- t- > > CO xQ � � xQ CD CD CO U' X O a. CD m a. CD 0 0 am`a °Ccn 710 705 700 695 685 •:f 675 670 670 w o 10+00 +50 1 1 +00 +50 12+00 +50 a o in In o in Ln o cn � OR co N n c0 10 O (DN1) (0.- d- cD0Lri �trnL0 00 CA XM 0)CA MO 0)CA 0)00 rn00 w a c0 W c0 c0 c0 co c0 c0 c0 co 1- U U U U U •GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO �/ c SEVEN (7) FEET. ALLEY PVI STA. 1 1 +97,66 GU I LD t Q p D PLACE 25 MPH) H 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL 700 700 710 PVI 'ELEV. '696.83 - ( ) 710 CONFORM TO VDOT CG-9 (A, B, OR C) , 695 690 685 680 675 670 665 rnw cD +0 r-Q i / i 2.3170 660 w o 10+00 +50 (D olqLn cDnO O wa 000 c(0c00J L0 .- -t 00 c(D(01- LL U 705 695 700 690 , 695 685 690 680 685 675 680 670 665 675 660 670 665 HIGH PT. STA. 12+11.31 HIGH PT.. ELEV. 695.77 5.66 PVI STA. ` 13+7 .75 150.0 VC I ELEV.' 692.50 PVI STA. 14+75.00 cD N cfl o P I ELEV. 689. 0 . + � � + cy)LOW � V.00 V T. STA. 1 5+04.52 N ;-: rn LOW PT. ELEV. 689.83 _ o 0 N 0 K = 28.74 Q w MJ +� + r- ¢ w + ,� ( N ,n=� 150.00 VC rn' o n o � �- ` pit � wF,�n ;' + � a Q \� d Ln W U 0M�� a, :c > ,, - a t- cn �w Q� o � - -__ > F- dam-. - MAINTAIN 42"M N. 2 3990 `•,\' a +� ,. COVER TYP. (O 6, MEE \ W 5B% :.� D-1 ::� ' :.:;.:..::::: . O CL. 52 D.I. 6" L. 52 D.I. 8° �� 7 W/L (TYP) /L (TYP) �. ' /.:::::::. 15" STORM XI G TYP. W/L SERVICE 15 TaRM G 8 0 SS XING CONNECTI 1 „ CURB NS W/ STOP 8" S 1. XING (SEE DETAILS) > Cc U W , �mD 3 w O 3 w �� 3 W >m J J M W J W J J W J > 3 W i-- = W I- < m W i > W cD w co w D cn x to ¢a xQOD -uw> xQ cr as xQ cDa 11 z co ca co 0 a LL 00 0 00 Co x z Q as a wX O •00 a m a Q as D_ as 00 O m 0 0 00 0 00 Cc >_ oCm ¢mca �> ¢m ¢oC 10. WHERE RURAL CROSS 'SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12.A`MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE 705 MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13.COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE 'ALLOWED. 14.UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE 700 RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED. 15.ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING.AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS AND BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPTION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 695 ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH "THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES LEGE � SCALE 1 " = 5' VERTICAL 5 690 95% COMPACTED FILL AREAS 2.5 - - - EXISTING GRADE N RA PROPOSED GRADE 0 685 SCALE IN FEET SCALE I" 50' HORIZONTAL 680 50 25 - 0 SCALE IN FEET 50 100 675 670 665 W o 10+00 +50 1 1 +00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 CD a: 0)O� Olin a ui7 :cOOu7 �tl�� Ocn�n LO�� cnNM c']1�� Ocql_ NOOcD OONd 0?O� O o00� 4 -N LoMN 1�1pN rn1AM 0to Ind r cDtor) In -M 00 d Dim ICON 0-0 X 0-' 00 0 0) 0) 0 0) 0) 0) 0) 0) O 0) 0) CA 0) 0) 0) CA O) O 0000 00 0) 0) 0) w n. c0 c0 J cD c0 ? cD co F (D co cD c0 � co F_ cD c0 (0 c0 (D cD Q co CD c0 J cD CD J cD to J U U U lie�j,TH OF k Jimmy L. Taggart Lic. No. 22841 .o�o��ss 1 ONALNv REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE AS SHOWN CONTOUR INTERVAL FILE NUMBER 8053 SHEET 15OF16 705 700 695 e .:• 675 670 665 660 STORM SEWER PROFILE FOR STRUCTURES OUT TO 8.0 6.0 5.0 3.0 N u N _ 0 N 0) 12 00 O O O rn rn. 00 + tz .. �° F- II f� rn ,-. o� Ln .� + lrio F-p CO �I col t co = �� 2.0 II > /� o o> o> o> r �o QQ }-o Q 1.0 d- 1- t \ V)i U, V)) 0 ... rnLO ...................................... - o :::::::::::::::.:.::::: t 8 WL XING 8' WL XING i - � : :..X} :8WL .•}l ": $ WIL XING II ..............:........... . .. :.t .t » W 12 EARANCE 9 ao ry 00 +-- - - ........... OUT �� 0 , _ ,...------------ e .Typ:. { . t _ _..._. ... _ II o ......:::............::::.........:.::::::::::.::.::...•..:............ .::::::::::.:..:::::::::::..::::::..::::::..::.::::. _ _ ... _... . _ .. - 60 77 1 5 7.11 _ 1 15 al � O I- I ..._..._ .._..._. _ :r....... ......... ��...... - f -1 5 HDP . 8" 0 XING II Z> O �cn/ ,... ....:::;;•:�:::.::..:::::. 1$,, H �:.:@Q 7 ........��:� ::::::::::..:. ::::::......::;;t W/ » 5 CLEARANCE �_ H D i I I ,• 174.46' �w "1......: �� 8.� SS RING p �� I 1 - ,...,• - I:::......... t::::::::::::::.......:::t w✓ 18" CLEARANCE o� _ { i I f OPE \ :::::: ............... �1a_::::. ' ... S •1 ....... WI 89H'D - 246. °E"@0.61 Z.ll O 00 0 o p p o •NN N ' � N0 oOO d �coO � c000 110 0� I10 Dr- Il0 00 1100 0 co TO . N00 0000 I10II 0II ou co � coOco co cy (0 C0 (0000 III Z z I Z ZZ IIl0II IIl0_II IIl0II I110I II o o o Z o ZO oz - > » >>> k>> >> >> >> >> ZZ ZZ ZZ 7ZZ ZZ ZZ ZZ ZZ " 705 705 700 700 C C 695, C 695 C u 2 C 1= a 690 V 690 685 685 680 680 O 675 6750 00 0 0 670 670 z STORM SEWER PROFILE FOR STRUCTURES 3.0 TO 13.0 10.0 1 1 0 1 rn �, 0 00 N of II :200 I rn 00 co II II ft: (0 II M 0 : nrl LC 0 N `t + : '4-N .. O N= �� N p ��III --- FO ----- II I)I I- o z i'�� o> a� Q `, z� z> > F �' <0 v~i� N ��\ Q0 oQ U) .. N cn \ :: 7 8" WL XING 8' w 24" �' ::'::: : XINC rL CLEA A CE R NC» NCE'� �� .� _.:.�.:._.._..._:. _..._,:. » 4.83 -15" 76.18'-15" @0.53% DPE 20,07' - » 83.80' -15 DPE 63: HDP 9' -15 @0.55% DPE. @0.64% 15 @0. 5% �26 \AO 81, SS XING 1$ 8'I W 18" CLEARA C 0 8" SS XI W/ 18" L ANCE LO O U-) CD r- 00 0 0 ' rn �r rn O O NOn 0)M� r70 d 'q-0 (nN II(0� ou 0o III (0 11(000 II 0L0 IIc000 0L0 II(o c00oc00o I(`II III II FI( III FI III III z Z OZ Z OZ_ OZ 02, OZ OZ Z Z ZZ Z ZZ ZZ Z ZZ ZZ 05 700 695 690 WL XING 12'f EARAN CE 685 680 675 670 w Q 10+00 +50 1 1 +00 +50 12+00 +50 13+00 +50 Oa LqNh cn0(n o)Nrl� OCl)7 0 W -t(DOcfl d O)� GM O .- 4 0 d• (0 O Ll (6 ,: 4 4 r-r7 0; 00 X� Go m0) 00) 0)0) 00)" O)0) 0o00 665 wa co(o� coco� cocn� 0(0� (Dco� cocp� wm J 660 w - - +75 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 +50 C9 a GOON I,-0)N 0000 QOLq Il�N1: SON NOR ngr1 OMM OI�n n00(0 too n .O W rajin,- 0o000 n0 (oCVr) Co (od'N (o(C)0 0000 colter d=0LO N+- M 0.-r W0d Lo0V) 00.-(o r_Nct UiMN O r1i.= 060 0- r- n (0 (0 -j r` r- (0 c0 J 0000 (0 (0 Co 0 0 H 0000 W c0 0 f- 00 00 (o co J 00 0) W 0 -1 00 0) (0 co J 000 c0 CO r- 0) - c0 (0 Co O co to J O 0 (0 0 t- O O (0 (0 F- O c0 O I- O O (D 0I- Co 0) (o W J Ll OLD TRAIL VILLAGE -BLOCK 22 DOT REPORT 05/21/18 STORM SEWER PROFILE FOR STRUCTURES 4.0 TO 4.1 4 r•• C C C C C 695 1 2 C P a V W:�1•1 685 C 680 675 670 O O 665 N co 0 660 z � N Cn � o rn � II 00 II I I /\ 0 DiO o > > ID 0 Q :.... a :::::} :::( :.::....:::..:.:.... . •a :a ID LO U-) O N 0000 III II II Zz II D z z zz w o 10+00 +50 O -- r�i WIL r(n c(DW J Coop (000_j J � Drainage Area Intensity, I Discharge, Total Discharge, Discharge. Carryover, Intercepted Flow, Bypass Flow, Gutter Width, 'Pavement Cross Slope, Gutter Cross Slope, Equivalent Gutter Cross Ratio of Frontal Flow Structure Inlet ID Runoff Coefficient, (ac) (in/hr) Q (cfs) Qt (cfs) Qb (cfs) Qi (cfs) Qb (cfs) W (ft) Sx (ft/ft) Sw (ft/ft) Slope, Se (ft/ft) to Total Flow, Eo 1.0 VDOT MH-1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ��I,TH QF, p j STORM SEWER PROFILE FOR ` 2.0 VDOT DI-2B 0.35 6.65 ` 0.85 1.16 1.16 0.00 1.12 0.04 2.00 0.02 0.08 0.16 0.93 0.38 0.96 •Q STRUCTURES 3.1 TO 3.2 ` 32 3.0 VDOTMH-1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ✓ , STORM SEWER NOTES: 4.0 VDOT DI-2A 0.15 � 6.65 � 0,90 0.90 0.90 0.00 0.85 0.05 2.00 0.02 0.08 0.16 0.94 0.54 0.94 a � 705 r r I. ALL STORM SEWER STRUCTURES DEEPER THAN r 5.0 VDOT DI-2A 0,08 6.65 0.90 0.48 0.48 0.00 0.48 0.00 2.00 0.02 0.08 0.17 1.00 1.14 1.00 7 � 3 4' REQUIRE STANDARD STEPS, VDOT ST-1 , ` 6.0 VDOTDI-2A 0.01 ` 6.65 ` ` 0.90 0,06 0.06 0.00 0.06 0.00 2.00 . 0.02 0,08 0.17 1.00 " 2.27 1,00 Jimmy L. Taggart 2. ALL STORM SEWER STRUCTURES DEEPER THAN 7,0 VDOTDI-2B 0.04 6.65 0,90 0.24 0.24 0.00 0.24 0.00 2.00 0.02 0.08 0.17 1.00 1.49 1.00 Lic. No. 1.2' REQUIRE SAFETY SLABS, VDOT SL-1. 8.0 VDOT DI-2A 0.34 , 6.37 85 1.08 1.08 0.00 ' 1.03 0.05 2.00 0.02 0.08 0.16 0.95 0.57 0.95 'd � 22841 �4 w 3. ALL STORM SEWER STRUCTURES WITH A 4' 4.1 VDOTDI-2C 0.37 6.65 0.85 2.09 2.14 0.05 2.14 0.00 2.00 0,02 0.08 0.02 0.00 0.30 1.00 o14��sS10NAL r OR GREATER INTERNAL DROP BETWEEN THE 3.1 VDOTDI-3C 0.36 r 6.14 0.85 1.88 1.88 0.00 1.91 0.00 2.00 A.02 0.08 0.02 0.00 0.28 1.00 F' 700 INVERT IN AND INVERT OUT ARE REQUIRED 9.0 VDOTMH-1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A TO HAVE INLET SHAPING, VDOT I-SI. 10.0 VDOTDI-2B 0.24 6.65 0.85 1.36 1.36 0.00 1.32 0.03 2.00 0.02 0,08 0.16 0.96 0.47 0.98 O 4. MINIMUM WATER MAIN COVER HAS RECENTLY 11.0 VDOTDI-2A 0.01 F 6.65 0.90 0.06 0.06 0.00 0.06 0.00 2.00 0.02 0.08 0.17 1.00 2.48 1.00 p BEEN REVISED TO 3.5 FEET OF COVER, 12.0 VDOTDI-2A 0.02 6.65 0.90 0.12 0.12 0.00 0.12 0.00 2.00 0.02 0.08 0.17 1.00 1.91 1.00 O WHICH HAS BEEN REPRESENTED HERE FOR ' 13.0 VDOTDI-2A 0.56 ` 6.31 ` 0.85 3.00 3.00 0.00 2.10 0.91 2.00 0.02 0.08 0.12 0.68 0.28 0.70 O+ DETERMINING THE CLEARANCE BETWEEN THE r 3,2 VDOTDI-3C 0.44 ` 6.65 ` 0.85 2.49 2.49 0.00 ' 2.49 0.00 2.00 0.02 0.08 0.02 0.00 0.27 1.00 695 II WATERLINE AND OTHER UTILITY LINES. z O " SCALE 1 = 5' VERTICAL OLD TRAIL VILLAGE -BLOCK 22 INLET REPORT 05/21/18 OLD TRAIL VILLAGE -BLOCK 22 PIPE REPORT 05/21/18 5 Catchment Area FAA Time to Discharge Intercepted Bypass Flow Gutter Ponding Depth Rainfall Intensity Curb Op,ening Local StructureName InletT pe Throat Length (ft) Runoff Coef. Inlet (min) ( s) Flow (cfs) (cfs) Spread ft (in) (in hr) Height (in) Depression (in) Downstream Upstream Length Diameter Material Downstream Upstream Slope Actual Flow Capacity Flow Velocity Downstream Upstream stream(Acres) 690 I 1.0 MH N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Node Node (ft) (in) Invert (ft) Invert (ft) (cfs) (cfs) (fps) HGL (ft) HGL (ft) 2.5 r 2.0 DI- 2B 4.00 0.35 0.85 5.00 1.16 1.12 0.04 5.28 2.79 5.81 6.00 2.00 r 7.0 r 8.0 19.57 15.00 HDPE 685.61 686.50 4.55 1.03 14.97 6.99 686.61 686.61 ` 3.0 MH N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A r 6.0 ` 7.0 97.11 15.00 HDPE 685.00 685.51 0.53 1.26 5.09 3.43 686.00 686.18 ` 4.0 DI-2A 2.20 0.15 0.90 5.00 0.90 0.85 0.05 3.71 2.41 6.05 6.00 2.00 ` 5.0 6.0 - 60.77 15.00 HDPE 684.50 684.90 0.66 1.29 5.69 3.75 685.50 685.91 0 5.0 DI-2A 2.20 0.08 0.90 5.00 0.48 0.48 0.00 1.76 1.94 6.15 6.00 2.00 4.0 r 5,0 127.04 15.00 HDPE 682.25 684.40 1.69 1.71 9.13 5.70 683.25 685.30 SCALE IN FEET r 6.0 DI-2A 2.20 0.01 0.90 5.00 0.06 0,06 0.00 0.88 1.73 6.22 6.00 2.00 , 3.0 ► 4.0 174.46 18.00 HDPE 681.00 682.00 0.57 4.40 8.64 4.91 682.20 682.68 685 ` 7.0 DI-26 4.00 0.04 0.90 5.00 0.24 0.24 0.00 1.35 1.84 6.35 6.o0 2.00 ` 2.0 ` 3.0 265.87 18.00 HDPE 672.66 .680.90 3.10 11.57 20.09 11.77 673.96 680.96 SCALE A" = 50' HORIZONTAL ' 8.0 DI-2A 2.20 0.34 0.85 5.90 1.08 1.03 0.05 3.48 2.35 6.37 6.00 2.00 ` 1.0 ` 2.0 46.89 24.00 HDPE 672.28 672.56 0.61 12,35 19.17 6.48 673.38 673.50 ` 4.1 DI-2C 6.00 0.37 0.85 5.00 2.14 2.14 0.00 6.75 3.14 6.65 6.00 2.00 OUTFALL ` 1.0 42.78 24.00 HDPE 667.70 671.78 9.53 12.28 75.85 17.75 669.20 672.45 ` 3.1 DI-3C 6.00 0.36 0.85 6.70 1.91 1,91 0.00 7.09 3.22 6.01 6.00 2.00 50 25 0 50 100 , 9.0 MH N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ` 12.0 ` 13.0 20.07 15.00 HDPE 685.00 685.17 0.85 2.10 6.46 4.70 686.00 686.02 680 SCALE IN FEET 10.0 DI-26 4.00 0.24 0,85 5.00 1.36 1.32 0.03 4.30 2.55 6.14 6.00 2.00 ` 11.0 ` 12.0 76.18 15.00 HDPE 684,50 684.90 0.53 2.20 5.08 3.99 685.50 685.79 ` 11.0 DI-2A 2.20 0.01 0.90 5.00 0.06 0.06 0.00 0.81 1.71 6.20 6.00 2.00 r 10.0 11.0 54.83 15.00 HDPE 684.05 684.40 0.64 2.21 5.61 4.30 685.05 685.37 r 12.0 DI-2A 2.20 0.02 0.90 5.00 0.12 0.12 0.00 1.05 1.77 6.29 6.00 2.00 9.0 ` 10.0 63.79 15.00 HDPE 683.60 683.95 0.55 3.40 5.20 4.52 684.60 684.85 ` 13.0 DI-2A 2.20 0.56 0.85 6.10 3.00 2,10 0.91 7.14 3.23 6.31 6.00 2.00 r 3.1 ` 9.0 83.80 15.00 HDPE 682.90 683.50 0.72 3.36 5.94 4.99 683.90 684.43 r LEGEND 3.2 DI-3C 6.00 0.44 0.85 5.00 2.49 2.49 0.00 7.31 3.27 6.65 6.00 2.00 3.0 ` 3.1 42.63 18.00 HDPE 681.00 682.65 3.87 7.42 22.45 11.40 682.20 682.90 675 r 3.1 r 3.2 157.99 15.00 HDPE 682.90 687.81 3.11 2.49 12.37 7.88 683.90 687.81 95% COMPACTED FILL AREAS ` 4.0 ` 4.1 55.13 15.00 HDPE 682.25 685.00 4.99 2.14 15.67 8.94 683.25 685.00 - - - - EXISTING GRADE SEDIMENT BASIN/EXTENDED DETENTION Channel Protection Type: Trapezoidal, Equal Side Slopes OUTFLOW 0 PROPOSED GRADE OPI 4.0 C. CL R RAP � 24" 1. Channel Geometric Properties 670 00 18 MIN. DEPTH 00 - - - - HYDRAULIC GRADE LINE /UNDERLYING F.F Q2 = 6 cfs (WORST CASE) BIOFILTER Dimensions : Left Side Slope ................................... _ 2.00:1 FII OP2 N 3 0 36" CL MIN. DEPTH IP AP Right Side Slope............ .... .... _ 2.00:1 O -�--- FLOW DIRECTION ARROW 00 Base Dimension ................................ VARIABLE (8'-20') TYPICAL STRUCTURE BASE (12") APRON LENGTH = 10' FHA TANGENT FLOW OUTLET PROTECTION CACULATIONS FOR EROSION PRE TREAT CELL /UNDERLYING F.F 2. Design Parameters > 665 z 00 o 0 0 0 II II lt cr_ Ln? � II p z> o O >' �V) 0 �. . `��. 00 o0.-- rn rn r\ rn 0 00 c00o H II II � II zz Oz zz zz 2 YEAR FLOW DEPTH IN OUTFALL= 0.38 FT WITH PIPE SLOPE =0.095 FT/FT FROM PLATE 3.19-3, D50 REQUIRED FOR FLOW=0.50 FT Mannings coefficient,n.......................................... "40 (Rip -Rap) w _STABLE APRON LENGTH = Pipe Slope,s N................. 00.05500 o 10+00 +50 1 1 +00 D50 SPECIFIED=1.1 FT (CLASS I RIP -RAP) c� 2 YEAR DISCHARGE FROM OUTFALL= 6 CFS 3. Design details c� a co O Iq ,- N N 00 O N FROM PLATE 3.18-4, La REQUIRED W/ 18" MIN. DEPTH =8.5 FT O Xa. 000 000N W. � L-0 SPECIFIED=10 FT Discharge....................................................... 6.00 cfs (2YR) w o_ W co co co ? (o J (D W' 0 c0 Velocity ............................... ......... ........ 17.50 fps DEPTH OF FLOW UNDER CONDITIONS .............. : 1.29 FEET (3 FT DEPTH PROVIDED) +50 700 695 690 685 680 675 670 665 700 .•• 685 .:• 675 670 665 ..• c0 rn �0\ 000)� c0 (O J �I a U U Z N21 z o Z qW xU ®� acW 50 00 �Z 0 cc , > -i UQ Ow ` N �2 0� �> 04 W Z O 1L 0> w 0 N 4 � a W Z 0 O Pq Q T W � w O 2 'WZ''11 a REVISIONS COUNTY COMMENTS JANUARY 17, 2018 COUNTY COMMENTS FEBRUARY 20, 2018 COUNTY COMMENTS MARCH 23, 2018 COUNTY COMMENTS JUNE 20, 2018 COUNTY COMMENTS AUGUST 29, 2018 COUNTY COMMENTS FEBRUARY 28, 2019 DATE SEP. 11, 2017 SCALE AS SHOWN CONTOUR INTERVAL 1 li W > 0 w L4 () UL 0 J 0 W FILE NUMBER 8053 SHEET 16OF16