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HomeMy WebLinkAboutSUB201600008 Plan - Approved Road Plan and Comps. 2017-05-23GENERAL NOTES OWNER: VVOOD8RD\RASS0CD\TEG Sheet Title POBOX 5S4O COVER CHARLOTTESVILLE, VAZ2905 ENGINEER: COLLINS ENGINEERING LAYOUT & UTILITY PLAN 20OGARRETTSTREET, SUITE K GRADING & DRAINAGE PLAN CHARLOTTESVILLE, VA229O2 CROSS-SECTIONS, NOTES & DETAILS 434.I93.3719 SURVEYOR: LINCOLN SURVEYING STORM SEWER PROFILES 63ZBERKMARCIRCLE DRAINAGE MAP & CALCULATIONS CHARLOTTESVILLE, VA22901 UTILITY PROFILES 434.974.1417 SURVEYOR: BOUNDARY OFTHE SITE WAS PROVIDED BYLINCOLN SURVEYING INFEBRUARY, 2O1]. LANDSCAPING PLAN & DETAILS TOPOGRAPHY PROVIDED BYTHE ENGINEERING GROUPIE FROM AERIAL FLOWN TOPOIN DEPTH OF EC -2 DITCH JANUARY, 2007. TOPOGRAPHY SURVEY UPDATED INDECEMBER 201S,AND FIELD VERIFIED INDECEMBER, 2O15. TAX MAP PARCEL: T.M.P. 32G'1 (D.B. 1556/PG. 97) TOTAL ACREAGE: 25.18 ACRES ZONING: PRD(ZMA1991 00013,ZMA1995-00005,ZMA2004-00014,ANDZMA2005-00009) USE: 0OSINGLE FAMILY DETACHED UNITS DENSITY: Z.38UNITS PER ACRE OPEN SPACE: 15.39ACRES DFOPEN SPACE PROVIDED SETBACKS: FRONT 20 FEET MINIMUM SIDE 6FEET MINIMUM REAR 5 FEET MINIMUM BUILDING HEIGHT: 35 FEET MAXIMUM STREETS: CURB AND GUTTER, PUBLIC STREETS EXISTING CONDITIONS: SITE IGPARTIALLY CLEARED WITH THE ROADS CURRENTLY UNDER CONSTRUCTION. UTILITIES: SITE WILL BE SERVED BY PUBLIC WATER AND SEWER PHASING: PHASE - LOTS 1-56 &PORTION OF PHASE 5 - LOTS 56'60 FLOODPLAIN: 100 -YEAR FLOODPLAIN EXISTS WITHIN THE LIMITS OF THE SUBDIVISION PLAT, PER FEMA MAP #510OO6PANEL 145OFS75(DATED FEBRUARY 4,200S) STREAM BUFFERS: STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE SUBDIVISION PLAT. SEE EXISTING CONDITIONS SHEET FOR LOCATION. DATUM: NAD83 OPEN SPACE: 15.39ACRES (61.196OFTOTAL AREA) LOTS: 7.95ACRES (31.696QFTOTAL AREA) CRITICAL SLOPES: EXISTING PRESERVED LOTS AND MANAGED SLOPES ARE SHOWN AND LABELED (}N THE PLAN SHEET. PARKING: EACH SINGLE FAMILY LOT WILL HAVE TWO OFF-STREET PARKING SPACES. PARKING WILL ALSO BEPROVIDED ONONE SIDE OFTHE PUBLIC ROADS, WHICH WILL BE MARKED WITH SIGNS INTHE DEVELOPMENT. SIGN SPACING SHALL 8E150' MAXIMUM. LIGHTING: NOSTREET LIGHTING ISPROPOSED. LANDSCAPING: LANDSCAPING WILL BEPROVIDED WITH THE FINAL SITE PLAN & COMPLY WITH SECTION 32.7.9OFTHE ZONING ORDINANCE, WHICH WILL INCLUDE STREET TREES ALONG THE ROADWAYS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED. SIGNAGE: NO SIGNAGE IS CURRENTLY PROPOSED. ANY SIGNAGE WILL BEINCLUDED WITH THE FINAL SITE PLAN 0RUNDER SEPARATE APPLICATION. WATERSHED: NORTH FORK RlVANNA(ABOVE WATER INTAKE) STREET TREES: STREET TREES SHALL 8EPROVIDED ALONG ALL PUBLIC ROADS INACCORDANCE WITH COUNTY REQUIREMENTS. TRASH COLLECTION: TRASH RECEPTACLES SHALL BEMAINTAINED ONEACH INDIVIDUAL LOT. BUILDING SITES: EACH LOT CONTAINS ABUILDING SITE THAT COMPLIES WITH SECTION 4.Z.1OFTHE ALBEMARLECOUNTY ZONING ORDINANCE, IMPERVIOUS AREAS: ROADS 1.13AC. SIDEWALKS 0.40AC. LOTS 2,93 AC. TOTAL 4.46 AC. FINAL ROAD PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SUB201600008 0 10 11 1111i'11111i wllnik�iIJTII mlli — — — ���� ������ 0�k� �� �� 0�& � BOX ^�~����� " `_~ ��~_,� � ���~ " �° CHARLOTTESVILLE, RTESI E, 22905 SHEET LAYOUT SCALE" 1" _150' ENGINEER COLLINS IN~ ENGINEERING 200 GARRETT STREET, TREET SUITE K CHARLOTTESVILLE, 22902 434.293.3719 ,� � ~��� ~� ,� ~� � �� ��.��� .��� � � � U �� � �� � � ���� ��� �� " �� �� BRIARWOOD DRIVE � VICINITY MAP SCALE: 1" — 2000' Sheet List Table Sheet Number Sheet Title I COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 CROSS-SECTIONS, NOTES & DETAILS 6 ROAD PROFILES & CROSS-SECTIONS 7 STORM SEWER PROFILES 8 DRAINAGE MAP & CALCULATIONS 9 UTILITY PROFILES 10 UTILITY PROFILES & DETAILS LANDSCAPING PLAN & DETAILS TOTAL SHEETS ,,,.~^, EXISTING CULVERT CUL VER T /\ DROP INLE76t STRUCTURE NO. CLEARING LIMITS CURB NJ07S7ANDARD STOP SIGN -------2««------- CURB & GUTTE9 PROPOSED CONTOUR 200 PR0P[��DfNWE�h�VT PROPOSED SPOT £L2'K4TI0V EC -3A D/7Cf CURB TIB DENO TES TOP OF DEPTH OFEC-JA DITCH EC -2 DITCH d6- DEPTH OF EC -2 DITCH TOTAL SHEETS ,,,.~^, EARTH DITCH DRI NEM0y CUL VER 7 BENCH MARK — — — — — CLEARING LIMITS S& NJ07S7ANDARD STOP SIGN -------2««------- EXISTING CCVV/OU7 PROPOSED CONTOUR 200 240.55 PROPOSED SPOT £L2'K4TI0V TRC DENOTES CKDF CURB TIB DENO TES TOP OF BOX APPROVED kV#hE'A/b8made CVUUhv Date fl/z,1711, mm � -+ � r�1-1 Ill M -+| ��� ��| ��| u` � un � t.0� co | cz k9 w 04 QVIN-tilfl-27-D' % Uj 'D 00 00 LU LI) Ln 1-0 Pli ......... . . LOT NUMBER LOT ACREAGE (SF) LOT ACREAGE (ACRES) PHASE 4 72 7239 0.17 73 6318 0.15 74 5939 0.14 75 6500 0.15 76 5926 0.14 77 5803 0.13 78 5803 0.13 79 5803 0.13 80 5803 0.13 81 5803 0.13 82 5803 0.13 83 5803 0.13 84 5803 0.13 85 5803 0.13 86 5803 0.13 87 5803 0.13 88 5801 0.13 89 6066 0.14 90 4739 0.11 91 5088 0.12 92 5298 0.12 93 5526 0.13 94 6527 0.15 95 6229 0.14 96 5859 0.13 97 4693 0.11 98 4669 0.11 99 4649 0.11 100 6106 0.14 101 4810 0.11 102 5003 0.11 103 6193 0.14 104 5003 0.11 105 5000 0.11 106 6075 0.14 107 5947 0.14 108 5127 0.12 109 4742 0.11 110 4730 0.11 111 4730 0.11 112 5830 0.13 113 6379 0.15 114 5720 0.13 115 5720 0.13 116 5720 0.13 117 5720 0.13 118 5721 0.13 119 5748 0.13 120 6259 0.14 121 5921 0.14 122 5830 0.13 123 5830 0.13 124 5170 0.12 PHASE 5 125 6090 0.14 PHASE 6 24 5832 0.13 25 6625 0.15 34 6786 0.16 35 7014 0.16 36 7126 0.16 36A 7107 0.16 TOTAL AREA: 346513 7.95 W;p z °" SCOTT ` R. COLLINS Z ,U No. 35791 11 u " 'SIONAL z O a w Ln U w in cl� Lu D D Q Z z O C7 H V) Lu z O J H ce U L7 CO Lu D O L Z O < H z > H w/ cL (n F - z w O U Q U) 026 (n . F - Q z {n w u 37 Q 2: O O U 0 Q > V) z w 0 a O r) Lu w J H Q w 2 0� Lu co J Q w Q 'w^ Vl H > Lu L rr, (n F - z Lu O U r z Z) O U Lu J Q w m J Q w o- r) r) Lu H > w ry L9 AW A� i {yi 0) M It d' I O N Q W J L U) W 0' li T� i U i Ul :D Y z 1 W ry JU) W 00 910 (W V J T� i CL L.L. 0 z 0 � Z H 0 W N i -i ° a L J d 0 C O O 06 O U N o� 0 z °Lj z w w z .z °w 0 Z d Z L U O w Q N O O � S N 3 y O C 1/r U U � re � v+ 0 3 a v � m N d w 0 C � 0 ° 'O o �3 U � Z c L W O W Z c .(/`,T` Z O W U Z N J JO M O O Lir 0 O � O U d � O O d'Q N w > 9 J 0 F- U O rF- 0 U V i w F- �"1 O w p0 O (f% 0-0 JOB NO. E 122071 0 SCALE ° _ 1" - 50' U U O C_ Ul SHEET NO. o > d ° 0 3 N N pNj O Is- 3 Lu "o-1 ,- T-1 a m n n Q 0`0 to -i ,~i N •,, ,--1 ,--� N r -I '\ % W O in L9 AW A� i {yi 0) M It d' I O N Q W J L U) W 0' li T� i U i Ul :D Y z 1 W ry JU) W 00 910 (W V J T� i CL L.L. 0 z 0 � Z H 0 W N i -i ° a L J d 0 C O O 06 O U N o� 0 z °Lj z w w z .z °w 0 Z d Z L U O w Q N O O � S N 3 y O C 1/r U U � re � v+ 0 3 a v � m N d w 0 C � 0 ° 'O o �3 U � Z c L W O W Z c .(/`,T` Z O W U Z N J JO M O O Lir 0 O � O U d � O O d'Q N w > 9 J 0 F- U O rF- 0 U V i w F- �"1 O w p0 O (f% 0-0 JOB NO. E 122071 0 SCALE ° _ 1" - 50' U U O C_ Ul SHEET NO. o > d ° 0 3 N N pNj O Is- 3 Z O a U U) CO U.1 D o U) Z J O `t H V( H > H W v7 Z W 5- 57 O U Q Ll) C;b v) Z cn W Q � E- O OU 0 4 > � Z W � Q O V 0 W W Jin 2: ce W m J a W a 0 W V) W w V) H Z W O u Z O U W LU CO J Q W 0- r) 0 W U) H LLJ LU Q o o rl Ill M N ,--i ,- A N , a \ d "T Ln Lf %.0 GO O NR Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) 407B 24 13.30 30.6 31 408A 24 12.90 29.8 30 410A 24 15.00 34.0 34 411 A 1 24 16.90 37.8 38 411B 24 14.10 32.2 33 412A 24 8.60 21.2 22 413B 15 6.30 15.9 20 414A 24 7.80 19.6 20 415A 1 15 13.80 30.9 31 417A 15 5.90 15.1 20 EX -422A 15 22.70 48.7 49 EX -421A 15 1 13.50 1 30.3 131 EX -420A 21 1 16.50 1 36.8 1 37 N O N W J J O J Q '^ W uiD Z �' W W JU) JW Q0 W V) Q a - LL 0 z 0 LL o 66 rLU V Q LU0 rr0 H a L = Q Q ne T c 0 N 0 � U� c Z L W N LJ z z c z �W V) Q J a � C J U 0 Q U O neo o N c c 0 0 U N � 0 3 a O N i N N N Q � X a-+ N 0 C � ( ] E o o .c U m Z c I..L W W.0 W N Z_ U c 1.0 W U Z 0 J � J O M O U W O O u C �. O m a � O C Qa �a W J 1� UO U N i W N n W L 0 W m o Ln o N ++ JOB NO. E 10 122071 a y SCALE 1" = 50' N' G U O C N SHEET NO. o d U 4 �o i- 3 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED BY AN ENGINEER TO CERTIFY THE CONSTRUCTION OF THE ROADWAY FOR FINAL ACCEPTANCE BY ALBEMARLE COUNTY: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER AND ALBEMARLE COUNTY A MINIMUM OF 48 HOURS PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF INSPECTION. THE ROADS AT THE DISCRETION OF VIDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. - - - C G - 11 I NOTE�WHEN A PEDESTRIAN ACCESS ROUTE I --1 w . ' NRM CROSSES A CONERCIAL ENTRANCE '��' .- ----I,.- , FOR L BE 2Y CBR �e A WIDTH Of 5 FEET, I ;� - A -* XX STREET APPROACH SAME SURFACING I i I I Id i - W (RADIUS TO BE AS a AS MAINLINE ROADWAY (SEE NOTE 3) C I WIDTH OF ENTRANCE - SHOWN ON PLANS) ' 0 7 I 1. WHEN USED IN CONJUNCTION W1 fH STANDARD CG -3 - 1111� - - - -------- ---- - ---- - - - - -- - - - - - - - Al __ (RAMS TO BE AS OR CC -7, THE CURB FACE ON THIS STANDARD IS TO NON-TRAV SABLE � - - - - __ - - i SHOWN 04 PLANS) I ] BE ADJUSTED TO MATCH OUBL B '� - CG_2 OR CG_6 � CCNFIMRATION, TO 10% CHANGE SEE NOTE ii L____ / � 0 I - 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE 73 -1111, - - - - _� '/ a �; SIDEWALK ", S� USED WITH THIS STANCARD� �] -C SIDEWALK I I 14.48 EXISTING OR PROPOSED - iSEE W , ____ - - W_ S2 WIDTH Of .I W NOTE 5) Ix I OPTIONAL UNPAVED SPACE t- - UN 3, MAWINE PAVEMENT SHALL 13E CONSTRUCTED TO THEE SM -9.5 . tn FLOW LINE a 75,- R1W LINE (EXCEPT ANY SUBGRADE STABILIZATION BM -25 I ____ - ___M �_____ ... . REQUIRED FOR WAINLINE PAMEMENT WHICH CAN BE '7 7XPANSIOIN R 't -EXPANSION OMITTED IN THE ENTRANCE,) 14.48 I JQNT1 JOINT i JOINT h 4, RADIAL CURB OR COMBINATION CURB AND GUTTER ENTRANCE GUTTER - � - ____ __ - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE I ��,IAAII NOT�: WIDTH "B" 2'-D" OR AS c.� MAINLINE ROADWAY E SHOWN' ON TYPICAL SEtTIC" - A -wj 0 W i 0 PLAN VIEW ----- � I 0 I Li 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE FOR N TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CUR13 RAWS 'O'PARABODC CURVE (ENtRMCE ONLY) WITHIN THE LIMITS OF THE RAD45HOULD BE INCREASE[) TO 7", (SEE CC -13) EDGE OF PAVEMENT 01 R OPTIONAL FLOW LINE Z W F- Z X MAX. 0 G11RADE CHAINGE N - ____6 6. FLMS ARE TO INDICATE WHEN COHISTRUCTION Of A FLOW a ie a- (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS _____ MAINLINE ROADWAY - rrr -_ - - r - - - t- - - - - NO -TE 7) THE ENTRANCE. r d� "I ENMMIMNRW.MmM,-m ax MAX. - - 0 M - __ 7� THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANCES 'THE WITH & �c I - - GRADE CHANGE 'D" ARE LISTED IN ALLOWABLE ENTRANCE GRADE 0 Z WITHOUT UIPAVED SPACE D TABLE, 7HIESE VALUES ARE N07 APPLICABLE TO STREET SECTION D -D ENTRANCE WIDTH I CONNECTIONS. 2�M 4 EXPANSION JOINT 20'MINIMU1 m FOR -1 - , - I ' OR PROPOSED VDOT RtGHT-OF WAY. 15�� - INTERSECTION NOTES 111111111�111111111 8. WHEN CC- 11 IS USED FOR STREET CONNECTIONS, THE T GES WITH A PARABOLIC CURVE. I U ESIGNED IN ACCORDANCE WITH �Mr&.= AASHT0 POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A OF THE VOOT ROAD DESIUN MANUAL, INCLUDING STOPPING I SIG4-iT DISTANCE AND K VALUE REOUIREMENTS. < i 9. OPTIONAL FLOWILINIE MAY REQUIRE WARPING OF A i -4. 4 11� PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ! , , . F MET 15 CONSTRUCTED IN MMIAN CM OR ACROSS THE INTERSECTION. - 15� STEPS AFE TO BE PROVIIDED WHEN H ISS 4'�O'- . EI . 'I b% r�'. . b7. . � . .. .' - I I A_<_J I ALLOWABLE ENTRANCE G �' . �%. 11 fl'v . - - HALF PLAN CRADE CHANCE CLASS A3 I .,t;. -� �' � , �' � : '. - -� ' I ENTRANCE VOLUME 1.0�1 (H -E150 - �'�� 11: � . ,V,;,. �' b�. - DESIRABLE I MAXIMUM CONCRETE I - I -IGH I MORE THAN 0% 1 3 Z E::: MEDIUM I 5DO-1500 VPD :5 3 % 1 6 % SECTION C -C I LOW I LESS THAN 500 VPD I !;� 6 I * IF PEDESTRIAN ACCESS ROUTES N ME BEING NOTEt ALLOWA19LE ENTRANCE GRADE TABLE IS NOT AT BACK OF C Re SEE NOTE t2. APPLICABLE TO STREET CONNECTIONS SPECIFICATION -kV00T REFERENCE SECTION B -B 0 M. 361-: 1111111111111:1177,11IIIIIIIIIIIIIIHIIII ROAD AM BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE I 5D2 VIRGINIA OEPARTMEN7 OF TRANSPORTATION 07/15 - - - 1 2070; CG_9D i " . , . 1 I T - 1 - - 1 � I --1 w . ' NRM WIDTH OF '��' .- � I - CBR A -q-1 I 1" ENT_________i I Id i - S - I WIDTH OF ENTRANCE - & � - - - - LIMITS OF PEDESTRIAN gg - - - - *.' go LIMITS OF PEDESTRIAN AD ESSI RMrE � ACCESS ROUTE NORIMAL OUT TIER - - --- A - - - 1111� - - - -------- ---- - ---- - - - - -- - - - - - - - EXPANSION JOINT- 0 D NON-TRAV SABLE __ ­­'­ �6.'A X X 1 I L*0% 00 . . . a---- . � . � . ;� ;1 - �'__ ;4L Ll Cr'T 9 � . . t;. . .' o "? . - - .S. ovzl :4 TO 10% CHANGE 0 � 0 I 111-1 ... rlrlrr I 11 BM -25 73 Ole A"t 21B �] -C .. , 14.48 EXISTING OR PROPOSED - I � I. W_ S2 WIDTH Of .I 5 . SIDEWALK DR SIDEWALK SPACE 0 SM -9.5 . -, �i W I 11 BM -25 I 3 � TYPE I SIZE 218 CURB INCLUDED IN Z 3� W M 21-01, 10 14.48 I Note: Existing Sunset Drive paveinent - - . EXPANSION JOINT � ENTRANCE GUTTER tj 5 - W 0 � - - - - a., - I ��,IAAII __ �_ 12% M"SLOPE 0i C 0 W i 0 A, E@ - - - - __;K ----- � I 0 I Li 0 FOR N I" � IrIMITS OF NO 4-TRAVER"m' c y - _\' � I �Z W '� I \ Z W F- Z I X X 12 X MAXIML,M INIGREA$E IN $LOPE AT MINIMUM 10' INTERVALS a ie a- , ' - hL' '% '.'t*x� " Li . FOR SIDEWALK, CQRB AND GUTTER __� Z X X 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND S r r d� "I ENMMIMNRW.MmM,-m ) C' � PEDESTRIAN ACCESS ROUTE DETAILS WITH & �c _ FLOW 'LINE 0 Z WITHOUT UIPAVED SPACE 8711111111"Irr-M I'l C I M W SECTION D -D ENTRANCE WIDTH =11IIIIIIIIII AnTION.A. R' I -OF -WAY is Rcougo IF THE LIMITS IW - V -S' OF ;'EUE'STRIAN ACCESS RDUTE LM EXTEND BEYOND EXISTING � I � C �_ , � D 0 EXPANSION JOINT DESIRABLE MINIMUM I& ABSOLUTE WNMUM 12' - , - I ' OR PROPOSED VDOT RtGHT-OF WAY. 15�� I AND PLACM ALL MATERALS WVWAL TO 111111111�111111111 L04M OF !SLO)T CL) WILL� IN EVERY CAM. K W 0 IIZM �Mr&.= EDGE OF FAVEMENT­-' . i WZMFAMMFIFM"10=="�. I PRICE FIOR THE STRUCTURr. < lr=rx=-M"MMUM�IFZM�IMM"lGff=�=7=MFrM 66 4 11� IE PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOU5 , , . F MET 15 CONSTRUCTED IN MMIAN CM OR V) u f 0 15� STEPS AFE TO BE PROVIIDED WHEN H ISS 4'�O'- 1 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT I PATH CONNECTING A" ACCESSWLIF ELEMENTS OF A . 'I b% r�'. . b7. . � . .. .' , =,mm. EFr;-W,IMIKPZrAMI"-, 'j � Z: A_<_J I FACILITY THAT CAN BE APPROACHED,EWTERED AND . I rr . t�. , N , I t�'.. ���ogFm�omim.�mrzm�mi7r.moFnu S. THIS ITEM MAY BE PRIECAST OR CAST -IN-PLACE. HALF PLAN 1K S MAY C" TE &*%RD D WrH WKS USED SY PEDESTRIANS, � ---- L- I - 1. K 2;,- 7&% ' �61 .�TLtj - W��M r 1 XMMrl=lN7--7.:M"NMZrMWCM I -- .1 � �� E::: � � I 7 7� l�RF��NUM�VZ.U"MGM�MM-M . () -. � * IF PEDESTRIAN ACCESS ROUTES N ME BEING �� �'� IQ - .. ft. .y *�' 4L11 AT BACK OF C Re SEE NOTE t2. I I__ -1 0.5111-11411 I I- -'BASE DIAMETER PROVIDED, A MINIMUM 4'TRAVERSASLE WIDTH 15 RIECUIRED WITH A MAX. 2X CROSS SLOPE, SECTION B -B 0 M. 361-: 1111111111111:1177,11IIIIIIIIIIIIIIHIIII . 3' , I .0 o Z � WHEN USED IN CONJUNCTION WITH STANDARD 2 � 7- Z IIIIIIII17IIIIIIIIIIII � Ulm E M -um =012IIIIIIII CG_�3 OR CC -7. THE CURB FACE ON rMS STANDARD IS TO BE A0,A)SIC0 TO MATCH , 2�-O't r____7 I I CG -12 DETECTABLE maq I - - ,- - ' ' ' " ' ' - ­­­ THE MOUNTABLE CURE CONFIGURATION. I - XV00T SPECIFICATION REFERENCE, ROAD AND BRIDGE STANDARDS SHEET I OF I I ,REVISION DATE 502 203�03 07/15 'ARONIA DEPARTMENT or TRANSPORTATION - Em M NINNNIMM'' . ImAknu � � =1 _�_ = I- I --------" --1-1-11--l" I - I __ _-1-1-1111- - ­­� 1-11-1-11 --- -11-1- --- _11____1 - � -1, _­­­ ­­ - ---- 1=1=1=1=1 I 1 . � � �� .7 '­­­­ _._' _.­_­_.._­­ .. - - .; I I Va I E-11 9MM2 am NOTES, LOCATKM SWWN ON PLA&AR 0 QAPPRD)CMATE AN CAN PC TM OWNG CTON F *0 my "AN T" ( As DIRECTED BY ONEER. FOR DETA&S OF POST MID BLOCKOUTS SEE %W 1410,5005. FOR OCTAILS OF RAIL FLIEWIENT, RAIL SPME JONT. W-WAM Wy MpageP�SOMTED HARDWARE SEE SHEET 02 RAL ELEMENTS AW FL11"SHED SHOP CURVED FOR RAIDS BETWEEN 5 FEET MD IaO FEET. ALL GUMDRA& POSTS %VLL BE SET PLUMB, 2 ALL I # NOT BE SET W" A VARIA704 OF NIM V# $I &M VIERTICAL W-DEAW 81LOCKOUTS NV P05 5k BE SET MD A�5C) WITWff- ALTEkkfkN OR FORCE� AS PER SECToDN 5" OF TW SPECIMATM. 1. I; �: -T - r� I,,- I, '� P"�- � - - - � " Lti��kk�.tM%P"l9L4,]L�L6�l[li-:[:W�j�, ow," .�-.__ a 19141W4 3=' ' M. &*7 :, ' �" ' , � - - �' � , , - M.9a I ;� ..;" 0 " - - ­ - ­ I - ­ _­ - ____ ____ � - --.-- - I - ___ � 1 � ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE, 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA TISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NA TURAL WA TERCOURSE, PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE ERIAL. IF THE SSV VALUES ARE LESS THA N 10, THE DE VEL OPER WILL BE A GGREGA TE BASE MA T REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLA TE AND COMPACTION BEFORE BASE IS PLACED. J TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA TION FOR TYPE /, H, OR /I/ PRIOR TO PLACING AGGREGA TE BASE. 4. THE REQUIREVEN TS TO PUGMILL AGGREGA TE BASE WILL BE WA I VED IN THE EVENT THA T THE IN TERMEDIA TE COURSE IS BEGINNING A T THE COMPLETION OF THE INSTALLA TION OF THE AGGREGATE BASE. THE PUGMILL REQUIREMENT SHALL APPLY IF MORE THAN 60 DAYS ELAPSE IN CL UDE A N IN TERMEDIA TE A SPHA L T L A YER. ERMEDIA TE ASPHAL I, OR SURFA CE COURSE, IF DESIGN DOES NOT PRIOR TO APPLICATION OF IN T 5. THE USE OF A N A GGREGA TE SPREA DER IS REQUIRED WHEN PLA CING A GGREGA TE BA SE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFA CE TREA TMEN T IS A PPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 @ 0. 3 GAL./SQ. YD.). 8 BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGH T OF WA Y ONL Y THOSE S TRUC TURES SPECIFICALL Y A U THORIZED B Y PERMI T ISSUED B Y VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WA Y 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 requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VIDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control p la n a nd 5ha I I be i n sta I led prior to a ny clea ri ng, g rad i ng or oth er constructi on. e fertilized, seeded and mulched. 4. All slopes and disturbed areas are to b 5. The maximum allowable slopeiS 2:3. (horizontal:vertical). Where reasonably obtainable, lesser slopes Of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traff ic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction lndustry(29CFR Partl.926). M= a TOP OF 4 - __I�� CURB ' ,_­'­'�r 1" 1-1, _', r'� - �.J __ � � 1- �" - ..,---1111 ,'..- r, ..'�.' � '_. - , - . . . . .19� - - < : 11 " - :' "I , � � - � '­ , "- 2", " ".- ... . .. . ,"'. ,,, - I � � � �"� � ' �' " ­'-, - "", % -l"", 1-111-1-,", 111-_ "­­, ... .... ','___'_ . . .... ­ " �­ , , . , _ , _, ,' . � -.'- 9,r �V9 � , " ., r ., r' r , ,.,, r, '­ r .­­' ,.'�'�, -..-..-..-.. ...... _ ,_' �' -..-..-..-..-.. ...... , -..-., _. �' .._ _ ` ill 1 _9 � � 9 %r91 ­ � 9 �' '� , , 9, " ""'� ", asign (VbOT Pavement Design Guide) Table 4: Pavement Di � � Pavement Design (Based on I - U r4 r P% V L y , - SPACE " . , . 1 I T - 1 - - 1 � I --1 w . ' NRM Location '��' .- � I - CBR SSV � I I & Id i - I "I'll, - X X Dp , � - , , �;. � I I - �� �' � 1 )"'r, �', , k' I - ­ , � ' -, _ � , � �­­ " -1 � - * - , , , , , � I- � . I 9r ­ 1 " - - - - - �� � r_ ' ' ,r - , � " " \1 ,; j� '( � '� / - -1 .1 � NORIMAL OUT TIER - - --- A - - - 1111� - - - -------- ---- - ---- - - - - -- - - - - - - - - , � , 9 9 9 , '� I �� " ; - 9 1 9 1 I � / / / :'.r-"' I r � '. ", , . I " I - ,)r 'r , - - , .'. - , '_ - . 9 . �' I �' -- I , / 4 � r '.�rr_ I 'r," I ;' , i , _ , . b; I t;' - . . %, , -, '. 11 � � 9 9 . I � rr ': , , - " : r , " , " I / , , � �� , . � , -,_ ,. , . , / r , 9- " - 9 , , , r- r - 1 " _., ,-, �' I / , � , ' - � " , . , np, , - _ �" �"' I _ � ' r / , , i , �,9 �-' , , _'�' . � , 9�99 �r�< , , , 3� , 19'�'� / " " , , '_­,� _�. I I � � t;. - b, . � - t;. . . '� . 1'�. - r�' . X X 1 I L*0% I � ,9'1� _'� �' �­ � \ � ;� r %, "I I - - � - , '­ , \ I , , � , , 9 � � - , , , I - rr ' , , , r % % I I - I 9, ,\ I " / " \�­ 11 I � \ . . . a---- . � . � . ;� ;1 �469 b, F, . . t;. . .' o "? . - - .S. ovzl :4 TO 10% CHANGE 11.79 .T� %:-1 . o - i ­­­­ - I ITIU, �;T*. vk o'&.5%M-V-� ­ BM -25 73 I 21B 1 .. , 14.48 \-CLASS I � I. SECTION C -C 5 . 5 . 61� A'rGREGATE BASE SM -9.5 . A3 0I.E.S.) CONC 2.25 I BM -25 I 3 � TYPE I SIZE 218 1 PARALLEL 21-01, 10 14.48 I Note: Existing Sunset Drive paveinent - - . ' I AND USED B'Y PEDESTRIANS, . 5-0., A POINT OF GRADE CHANGE ii I ��,IAAII THE CURB OPENING 15 PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPIE AT THE CONNECTION OF THE CURB OPEPAr, is �_ 12% M"SLOPE - - I - ----- � I 1 OF 2 IS TO L + 1611 AT 4.1D Md".. FOR N __ *' J COWR OF 211. _\' � I , � * b�. . b:. I 11 . I I- . X X 12 X MAXIML,M INIGREA$E IN $LOPE AT MINIMUM 10' INTERVALS T_-:-�_ , ' - hL' '% '.'t*x� " PARALLEL & PERPENDICULAR . FOR SIDEWALK, CQRB AND GUTTER __� Z X X 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND LANDING AREA MAY INCLUDE THE GILITTER PAN. - I � - I "I ENMMIMNRW.MmM,-m ALL REIWORCM 8MM TOM *5. 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 101 INTERVALS WARNING SURFACE SHALL HAVE A FACTORY RADUS OR BE FIELD �-*. � .� ...�j :.�%; �'Z:1;1� I - *I SECTION A -A inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with �mgm" I I . 8711111111"Irr-M 20. SECTION D -D XV00T SPECIFICATION REFERENCE, ROAD AND BRIDGE STANDARDS SHEET I OF I I ,REVISION DATE 502 203�03 07/15 'ARONIA DEPARTMENT or TRANSPORTATION - Em M NINNNIMM'' . ImAknu � � =1 _�_ = I- I --------" --1-1-11--l" I - I __ _-1-1-1111- - ­­� 1-11-1-11 --- -11-1- --- _11____1 - � -1, _­­­ ­­ - ---- 1=1=1=1=1 I 1 . � � �� .7 '­­­­ _._' _.­_­_.._­­ .. - - .; I I Va I E-11 9MM2 am NOTES, LOCATKM SWWN ON PLA&AR 0 QAPPRD)CMATE AN CAN PC TM OWNG CTON F *0 my "AN T" ( As DIRECTED BY ONEER. FOR DETA&S OF POST MID BLOCKOUTS SEE %W 1410,5005. FOR OCTAILS OF RAIL FLIEWIENT, RAIL SPME JONT. W-WAM Wy MpageP�SOMTED HARDWARE SEE SHEET 02 RAL ELEMENTS AW FL11"SHED SHOP CURVED FOR RAIDS BETWEEN 5 FEET MD IaO FEET. ALL GUMDRA& POSTS %VLL BE SET PLUMB, 2 ALL I # NOT BE SET W" A VARIA704 OF NIM V# $I &M VIERTICAL W-DEAW 81LOCKOUTS NV P05 5k BE SET MD A�5C) WITWff- ALTEkkfkN OR FORCE� AS PER SECToDN 5" OF TW SPECIMATM. 1. I; �: -T - r� I,,- I, '� P"�- � - - - � " Lti��kk�.tM%P"l9L4,]L�L6�l[li-:[:W�j�, ow," .�-.__ a 19141W4 3=' ' M. &*7 :, ' �" ' , � - - �' � , , - M.9a I ;� ..;" 0 " - - ­ - ­ I - ­ _­ - ____ ____ � - --.-- - I - ___ � 1 � ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE, 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA TISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NA TURAL WA TERCOURSE, PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE ERIAL. IF THE SSV VALUES ARE LESS THA N 10, THE DE VEL OPER WILL BE A GGREGA TE BASE MA T REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLA TE AND COMPACTION BEFORE BASE IS PLACED. J TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA TION FOR TYPE /, H, OR /I/ PRIOR TO PLACING AGGREGA TE BASE. 4. THE REQUIREVEN TS TO PUGMILL AGGREGA TE BASE WILL BE WA I VED IN THE EVENT THA T THE IN TERMEDIA TE COURSE IS BEGINNING A T THE COMPLETION OF THE INSTALLA TION OF THE AGGREGATE BASE. THE PUGMILL REQUIREMENT SHALL APPLY IF MORE THAN 60 DAYS ELAPSE IN CL UDE A N IN TERMEDIA TE A SPHA L T L A YER. ERMEDIA TE ASPHAL I, OR SURFA CE COURSE, IF DESIGN DOES NOT PRIOR TO APPLICATION OF IN T 5. THE USE OF A N A GGREGA TE SPREA DER IS REQUIRED WHEN PLA CING A GGREGA TE BA SE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFA CE TREA TMEN T IS A PPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 @ 0. 3 GAL./SQ. YD.). 8 BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGH T OF WA Y ONL Y THOSE S TRUC TURES SPECIFICALL Y A U THORIZED B Y PERMI T ISSUED B Y VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WA Y 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 requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VIDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control p la n a nd 5ha I I be i n sta I led prior to a ny clea ri ng, g rad i ng or oth er constructi on. e fertilized, seeded and mulched. 4. All slopes and disturbed areas are to b 5. The maximum allowable slopeiS 2:3. (horizontal:vertical). Where reasonably obtainable, lesser slopes Of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traff ic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction lndustry(29CFR Partl.926). M= a TOP OF 4 - __I�� CURB ' ,_­'­'�r 1" 1-1, _', r'� - �.J __ � � 1- �" - ..,---1111 ,'..- r, ..'�.' � '_. - , - . . . . .19� - - < : 11 " - :' "I , � � - � '­ , "- 2", " ".- ... . .. . ,"'. ,,, - I � � � �"� � ' �' " ­'-, - "", % -l"", 1-111-1-,", 111-_ "­­, ... .... ','___'_ . . .... ­ " �­ , , . , _ , _, ,' . � -.'- 9,r �V9 � , " ., r ., r' r , ,.,, r, '­ r .­­' ,.'�'�, -..-..-..-.. ...... _ ,_' �' -..-..-..-..-.. ...... , -..-., _. �' .._ _ ` ill 1 _9 � � 9 %r91 ­ � 9 �' '� , , 9, " ""'� ", asign (VbOT Pavement Design Guide) Table 4: Pavement Di � � Pavement Design (Based on I VDOT Requirements & Standards 9 " ,' , , � -9, r , , , , . 9 . 9 9" , ; I - - I - I .� �� , , � . �9 � " , I r - � r r � I 1 ' - , - ­ '�; - -' -_r k - , � lr,� I I , � \ - ' ' ' ' -"'�' ', '�' " � ' 'r:' ' � RF= 1.0 Location � Design CBR SSV � Dr Surface h a Base b a Sub -base h a Dp , , - 9 �'_" , 9, � - r , -- 0 1 �9 - 9-�'_',_r _ _' , , � , " , 1, -- ! Ir) �", � , . 1 '9' "_ � - I I - . �9 / r 4 - , " ` I I )r , " , ,' , , " ' I � '� , -� " -"'-'-"' ��-."' ,,,, - , L � - , - � 11� ,I, I �� � ", _', &I , '� , 9 1 , , � /1' � , I � - '�� " . � rr_� I v 2_ I " I I r , � _' " - r,, / y , 1- I � ,� - 1, �/- - r, � " I '� � _ Zr I � - �� �' � 1 )"'r, �', , k' I - ­ , � ' -, _ � , � �­­ " -1 � - * - , , , , , � I- � . I 9r ­ 1 " - - - - - �� � r_ ' ' ,r - , � " " \1 ,; j� '( � '� / - -1 .1 � ADT _' ' I I � - - r I : I \ . V - r' ' - \ ' r' ' Ir' ­ � "" ? , k - I '� \ ­' 'r.( i i ..", --," �` - , � , 9 9 9 , '� I �� " ; - 9 1 9 1 I � / / / :'.r-"' I r � '. ", , . I " I - ,)r 'r , - - , .'. - , '_ - . 9 . �' I �' -- I , / 4 � r '.�rr_ I 'r," I ;' , i , _ , " Ir \\ , '� _ , ,r 9 , "_,r,. , - - � �� , r t � ."', \ � , \ , � __ ". �,"",' ," __ ' � . � I_ �, �� . , � , . , , . - \ I ' - _ '�'-' '___ � " r ,,, ' ) � , % ­'�'-' \ �� -, \ , -, '. 11 � � 9 9 . I � rr ': , , - " : r , " , " I / , , � �� , . � , -,_ ,. , . , / r , 9- " - 9 , , , r- r - 1 " _., ,-, �' I / , � , ' - � " , . , np, , - _ �" �"' I _ � ' r / , , i , �,9 �-' , , _'�' . � , 9�99 �r�< , , , 3� , 19'�'� / " " , , '_­,� -_ � r, /I / / , 11 "I' )-"':�', I , - I ,� �] - Z ' ; , -, I" , , , '�� � �/ - 1 - i ;r, / , / ' , ' , I � � ' I , , 9; �19' � , � rr r �r r, �' ' , , -1 I __ '�' � ' r " , / 'r __ '. � � _ � / ,' - r " " ' " / _' � 91 - - 9r :�,, . , " 'r,, r r I / � 11 ' , , ' %, I � ,9'1� _'� �' �­ � \ � ;� r %, "I I - - � - , '­ , \ I , , � , , 9 � � - , , , I - rr ' , , , r % % I I - I 9, ,\ I " / " \�­ 11 I � \ SUNSET DRIVE �469 - - 9 � �f//� , . '_ -, - I � " r , I .�_� 5 5 11.79 SM -9.5 21/2 2.25 BM -25 73 2.15 21B 4 � ' 0.6 14.48 ST. IVES ROAD I � I. 469 5 . 5 . 11.79 . 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'-____r­r-_--____rrrr-­ i'L i 1101 Zk#1 I I R1 I ____ ­­ P -I - - - --- I I r - - r r r r r r r r r r r - ---- -- --- ------- rrrr------,--,-rr 2- THE "W MAIENSM SHDWN ON THE STANDARDS ------------- rrr-----"r-r--,- BE SUMMARIZED FOR EACH CURB CUT RAMP, 10A A& 7W JOINTS WILL APPLY %LY TO CURB AM GUTTER. N" so ITM 1111111111111111�111111111111111111 &I -Max �-T.'Z;:A; 11111111111111111110�1111111111111 4" ��IMMLI�,��mm��mm��mx��mm�� " .. - , k- 7�'�' v� - --,-- --- , , , . . - � - , . . . . , I , 7 - - . SPrCl'�! DESIGN SEC71ON FOR APPROVAL, XMWI CCNCFAETE WAPMM SHOWW AW FOR OEM PIPE TO THE TOP OF THE STRUCTURE. 11111� sown 11 111111� 4, � IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR, DOWEL BARS SO WMMF*,"iM=��� I" ' ' 1w"ST "11111111RUM"W.=n __ lu� I M DPAN SUBBAW WATERLIk10% WIIH TYPE A Mi5mom �OF2��wwm�����mw I ' 11111111111�11111111111 11111111�1111111111 6� CUR i CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CUIRR RAWS ARE INCLUDED IN PAYMENT FOR CURB i CURB AND GUTTER. " DNENSKM SHALL BE DEMMOW IrY THE 11111111113IIIIIIIIIIISM WTV - '9 � '�'J­x """') '�' �' " -1 0 -MIFEMENUIYI�m"���iw-=r.u.im:-=�OF2M=�EEMM"MWMMMNU:M�m CONTRACTOR FROM FIEW WWMNS- CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXIS7114G, PROPOSED, DI*AETM 0 Or NIUMER 4 MFSH HARDWARE OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS CLXVC YAM OF CONWTE FOR EACH IFOOT AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NO'r TYPE B CLOTH M40MRCD FIOLY TO THE OUTSIDE PARALLEL OF DEPTH� 3. WHEN SPECIM ON THE RMS TW WART IS ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED Of THE STRVCTLW, AND USED B'Y PEDESTRIANS, "; 0 0"M TO BE 94AMD IN ACCORDN" W" STANDAW I ��,IAAII THE CURB OPENING 15 PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPIE AT THE CONNECTION OF THE CURB OPEPAr, is .NZZTTIMWIIIIIIII�111111111111 LV40TH OF AILE IRON AS 910" 04 SMT 1 IS -1, THE COST OF FLMSIM ANID PLACNO AILL �NEWM�urzm"mnom�U7=mrrin AU RFJWDRCM STEEL SHALL HAVE A MN. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT OF 2 IS TO L + 1611 AT 4.1D Md".. ItIIATIERL&S MCDENTAL TO THE %WM IS TO BE I -- I 4, VX14, COWR OF 211. AT X HIGHER THAN "� N "-----&o11I-- 11 AT X X , SAME AS TOP OF CURE3 I . 11 __ 11111111111�1111111111 iO, " PARALLEL & PERPENDICULAR NGEM�uz-=NM- IN THE EVENT THE WERT OF THE OUTIFALL LANDING AREA MAY INCLUDE THE GILITTER PAN. ALL OPENINGS BY 2", "I ENMMIMNRW.MmM,-m ALL REIWORCM 8MM TOM *5. 4� PIPE IS WWR THM TW BOTTOM OF THE WARNING SURFACE SHALL HAVE A FACTORY RADUS OR BE FIELD M-MITM ,W,WMNFNM inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with �mgm" fl. 8711111111"Irr-M 20. WHEN K.ET IS USED N V-00 MEMW BACK OF 11111111111�11111111111111 =11IIIIIIIIII ; 11111111=1111EXPIIIIIIIIIIIIIIIIIIIII! mosammmEmarzmwglz!.Uv IN THE STRUCTURE. THE C*$T OF FURMSHING - , - I (A �_ ' �11IIIIIIIIIIIIIIIIIIII1�11IIIIIIII AND PLACM ALL MATERALS WVWAL TO 111111111�111111111 L04M OF !SLO)T CL) WILL� IN EVERY CAM. K W 0 IIZM �Mr&.= 111111111177-11111111 . i WZMFAMMFIFM"10=="�. -0 PRICE FIOR THE STRUCTURr. < lr=rx=-M"MMUM�IFZM�IMM"lGff=�=7=MFrM 66 4 11� W 13, F MET 15 CONSTRUCTED IN MMIAN CM OR V) u f 0 15� STEPS AFE TO BE PROVIIDED WHEN H ISS 4'�O'- � i , =,mm. EFr;-W,IMIKPZrAMI"-, 'j � Z: OR GREATM FOR OCTALS SEE STANDARD ST -t I W.0A&r.V-Z=W � . IR ���ogFm�omim.�mrzm�mi7r.moFnu S. THIS ITEM MAY BE PRIECAST OR CAST -IN-PLACE. U. 1K S MAY C" TE &*%RD D WrH WKS ! ! � i F _t�DETECTABLE L- I - 1. K 2;,- 7&% ' �61 .�TLtj - W��M r 1 XMMrl=lN7--7.:M"NMZrMWCM I W NINO E::: � � I 7 7� l�RF��NUM�VZ.U"MGM�MM-M . () -. � AT BACK OF C Re SEE NOTE t2. I I__ -1 0.5111-11411 I I- -'BASE DIAMETER I - vARIARLE FUL O I r 0 M. 361-: 1111111111111:1177,11IIIIIIIIIIIIIIHIIII . 3' , I .0 o Z � WNW M.: 2 � 7- Z IIIIIIII17IIIIIIIIIIII � Ulm E M -um =012IIIIIIII DETAIL XVDOT I I CG -12 DETECTABLE maq I I WMWXMMF-IMMIOMWMMW79WNZ,-w="MWMWN��MMMKIMWWMMMMMM�==Nr,lm I . , -� � a- x � Q) - ----I------ SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 ----- 11-11 I 203.05 07/15 1 viRGiNIA DEPARTMENT OF TRANSPORTATION --- -------------------- 502 I r__ UJ0 I I ". , , IINT 931111111=1=1111111 M" ce lff-Mor�� G� - Li ., U w ry < OF""Mv=�wy=IFrtu Z: - �) q 1.0 W -, 0 (D P-1 &_ I "I ww�uma��mmm-zym-klw-.Cv , . � Z -, � � _J 0 0 0 co 0 , U � - , 10 �*2MWMKZ"AWNSMM�WMMWTM "'*' , � . _�' o U � �omwoz*mlowmm"iL, , � '�' 2c � --6 IWM���OMM�WZ7A"NIMM�Kr#=MF7U I .� - .�: � . � �� [-- U �_ F_ -6 0 8-. I LIJ � 0 0"EM'M=:r4=1 #nMrl-r�MFMIW.N=,",Vi!Z:Amm�.����NFAFM�IFZM�KZ7=�IKZrMMF7M cle a- X: In E o a . _0� JOB NO. - E � u �w E .- 122071 " 0 r.rt .W I 5 T.'r 11 1111111111111=- IIIIIIIIIIIIIIIIII7772 SCALE IN, MO��"="IWM�ZZM�OMMEFr;U AS SHOWN 0 o . � 0 . I � .c 0 .- mr.rvull1m SHEET NO. c. o , a W 1R.3=rTV7.=_ ___ mF2F��IFZMI . 'a w-, . � � M.K.Ww"KE-311111111111 11111111111�11111111111111 Mrs.11111111111 W17 1 I T I -_ a & & I a 0, IIIIIIIIIIIIIL?'Pi -� I rAlgiouL NX61 A = i T, in k . I I k I I I Ill :9 :I WIM = i jj� Z A' ------------- - - - ----------- CG -12 I - ---- ___ NOTES I - 11 ­­­ "I'll - - 1. DEM OF IIMLET M) TO BE SHOWN ON FILMS- 7. *4 X $11 SWOT14 DOWELS AT APPROXKAlELY Z. IM BE EARTHEN, IN WWHI CASE 2- THE "W MAIENSM SHDWN ON THE STANDARDS EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 12o C -C TO BE PLACM IN &L AREJAS ADJACM TO AWTTM CONCRETE TO PREVENT r BE SUMMARIZED FOR EACH CURB CUT RAMP, 10A A& 7W JOINTS WILL APPLY %LY TO CURB AM GUTTER. NO SPECFIED ON 7W P -44S WILL BE DETECTABLE WARNING SUFACIES. PRODUCTS NOT LISTED SHALL MEE7 SETILMENT. THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE 4" MEASLWD FROM THE NVERT OF THE OLtTFALL " .. - , k- 7�'�' v� - --,-- --- , , , . . - � - , . . . . , I , 7 - - . SPrCl'�! DESIGN SEC71ON FOR APPROVAL, le, CCNCFAETE WAPMM SHOWW AW FOR OEM PIPE TO THE TOP OF THE STRUCTURE. & 31 OLIOCTER WEEP HOLE TO BE LOCATED TO 4, � IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR, DOWEL BARS SO Q0 Or &-21 WM"7 PrE& THE AMOUNT " "W' DIN"SI" AM APPROAMATE ONLY __ lu� I M DPAN SUBBAW WATERLIk10% WIIH TYPE A capucw BY PFES must K MT�Fv To FOR Es*nMATVC PURPOSES AND THE AMAL BOTH SIDES OF THE RAMP FLOM, MIC-OEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER ly2'% 12�XWI PLASTC HAMM H 4'. MESH 6� CUR i CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CUIRR RAWS ARE INCLUDED IN PAYMENT FOR CURB i CURB AND GUTTER. 018TAIN TRUE QUAW"IM FOR DNENSKM SHALL BE DEMMOW IrY THE 9. .. ..' I � . : j 'V rrr �' __ - ..'_ I . I � I � �'; '� 5 , . ... � ' OR GALVANIZED STEEL WIRE 1040WIRE - '9 � '�'J­x """') '�' �' " -1 DFFU*Xt DEPTIHS AW OR SUISTRACT 0.32 CONTRACTOR FROM FIEW WWMNS- CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXIS7114G, PROPOSED, DI*AETM 0 Or NIUMER 4 MFSH HARDWARE OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS CLXVC YAM OF CONWTE FOR EACH IFOOT AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NO'r TYPE B CLOTH M40MRCD FIOLY TO THE OUTSIDE PARALLEL OF DEPTH� 3. WHEN SPECIM ON THE RMS TW WART IS ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED Of THE STRVCTLW, AND USED B'Y PEDESTRIANS, . TO BE 94AMD IN ACCORDN" W" STANDAW I ��,IAAII THE CURB OPENING 15 PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPIE AT THE CONNECTION OF THE CURB OPEPAr, is 17- LV40TH OF AILE IRON AS 910" 04 SMT 1 IS -1, THE COST OF FLMSIM ANID PLACNO AILL 9. AU RFJWDRCM STEEL SHALL HAVE A MN. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT OF 2 IS TO L + 1611 AT 4.1D Md".. ItIIATIERL&S MCDENTAL TO THE %WM IS TO BE I -- I 4, VX14, COWR OF 211. AT X HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. INCLUDED IN THE M PFdM FOR THE STRUCTURE. SED IN CONJUNCTION WITH A SHAREO USE PATH, AT X X , SAME AS TOP OF CURE3 J& * DEMTES LENGTH OF ONE (1) M 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS tDIAGONALI, iO, ALL RMWORCM STEEL TO BE CUT CLEM OF PARALLEL & PERPENDICULAR WITHOMT COINGG INTO THE TRAVELWAY_ THIS A'x 4' IN THE EVENT THE WERT OF THE OUTIFALL LANDING AREA MAY INCLUDE THE GILITTER PAN. ALL OPENINGS BY 2", M ALL REIWORCM 8MM TOM *5. 4� PIPE IS WWR THM TW BOTTOM OF THE WARNING SURFACE SHALL HAVE A FACTORY RADUS OR BE FIELD rl:t� � 0 LEI inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with STRUCTLOE OF THE STRUCT URE *�� 'W" fl. CAST -IN PLACE CONCRETE I[S TO BE CLASS A3 20. WHEN K.ET IS USED N V-00 MEMW BACK OF VALL UE CEMENIT MORTAR TO PREVENT STMONG OR PONDW Of WATER �- W F17. PWCAST CONCRETE 15 TO K 0 0 0 0 OUT Is TO K *WU TO COWON TO � FROPOWO CURB. IN THE STRUCTURE. THE C*$T OF FURMSHING - , - I (A �_ 0 AND PLACM ALL MATERALS WVWAL TO 12. L04M OF !SLO)T CL) WILL� IN EVERY CAM. K W 0 LANDING RAMP THE SHIAPM IS TO BE INCLUDED IN THE W - . - SHOWN ON PLAIM -0 PRICE FIOR THE STRUCTURr. < '��--T_�v 4. 66 4 11� W 13, F MET 15 CONSTRUCTED IN MMIAN CM OR V) u f 0 15� STEPS AFE TO BE PROVIIDED WHEN H ISS 4'�O'- WITH INTEGIR& CURIB. OUTTER IS TO BE UJ 'j � Z: OR GREATM FOR OCTALS SEE STANDARD ST -t I CWTIED (XE OXTAL). � . IR - 0� , Ld 2: '_ 'j, -0 CD S. THIS ITEM MAY BE PRIECAST OR CAST -IN-PLACE. U. 1K S MAY C" TE &*%RD D WrH WKS ! ! � i F _t�DETECTABLE L- I - 1. K 2;,- 7&% ' �61 .�TLtj - W��M C ETE IN ASOCCORDA070 THE I W NINO E::: DETAILS S40VMI ON VANDMO DRAWNG DI -W. . () -. � I T I -_ a & & I a 0, IIIIIIIIIIIIIL?'Pi -� I rAlgiouL NX61 A = i T, in k . I I k I I I Ill :9 :I WIM = i jj� Z A' ------------- - - - ----------- CG -12 I - ---- ___ NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING'. I - 11 ­­­ "I'll - - HYDRAULIC CEMENT SIDEWALK IDEPTH IN INCHES, AREA IN SQUARE YARDS) GENERALNOTES. CURB WHEN RECAJIFREO (03-2 OR CG -3 IN LINEAR FEET) ­ - - -- - - - - - DEIIECTAULE WARNING SURFACE WEA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD I - 9 . - - � Ir __ " I , "_ BE SUMMARIZED FOR EACH CURB CUT RAMP, 2� DETECTABLE WARMNC- SHALL BE FROM THE MATERIALS APPROVED LIST FOR _ DETECTABLE WARNING SUFACIES. PRODUCTS NOT LISTED SHALL MEE7 SID-WAL RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE 4" WARNING SURFACE AND SFIALL BE SUOMITTED TO THE SIANDARDS AND " .. - , k- 7�'�' v� - --,-- --- , , , . . - � - , . . . . , I , 7 - - . SPrCl'�! DESIGN SEC71ON FOR APPROVAL, " I , - - - - -- - �- , " - - - - � " , , � ' , r '��" '9" 1 � 3. SLOPING SIDES OF CURB RAMP MAY 8E POURED MONOL17HICALLY WITH RAMP ��' FLOOR OR BY USING PERWISMIE CONSTRUICTION XINT WITH REQUIRED BARS. , 4, � IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR, DOWEL BARS SO a THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF __ lu� I M PRECAST RAW FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, TYPE A 5. REQUIRED OARS ARE 70 BE NO, 5 X 8" PLACED VCEINTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOM, MIC-OEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER ly2'% ; 9 _ 9 � 1 __ r � � . ' � I rr , , 1 - - r L..' �_. i � _ I , , I � , - 91 � _ A ",__ 1 � , L - " _ - - � ... - I ; � ­ 9 . 'r t __�' i - , ' "�� - - �j ' 1 9 . I I r I - - � , r'. � - r.. � _ _ _ _'­! ­ ­ r - I . I . , r . -1 �� r"_ , 6� CUR i CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CUIRR RAWS ARE INCLUDED IN PAYMENT FOR CURB i CURB AND GUTTER. __�_ 5' MN 7, CURB RAIMP5 ARE 10 BE LOCATED AS SHOWN ON THE PLANS, OR AS UIRECIED 9. .. ..' I � . : j 'V rrr �' __ - ..'_ I . I � I � �'; '� 5 , . ... � ' BY THE ENGINEER. THEY ARE 70 BE PROVIDED AT INTERSECT'014S WHEREVER - '9 � '�'J­x """') '�' �' " -1 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY :�: :.:.:. . ) � I . . . . . r 9 � - 1 .%% . - I 1 . . � I . r , r r CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXIS7114G, PROPOSED, , , , �� ' , \\1 �-' � - ; , - "' ", "'�;'� � �. OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS . j AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NO'r TYPE B 0 LOCATED BEHIND VEHICLE STOP LINES, EXISTING LICHT POLES.FIRE PARALLEL HYLWANTS, DRCP INLETS, ETC, ACCESSIBLE ROUTES PROVIDE A CONTINLOUS UNOHS7RUC7FD, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL - ' ' 9 r . . . � ;' r �, '� '4, '.'� ',� tt ': " , ,' .� oo ' r , 1� � , ';9 ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED � 4r, "��' '.,'r� - - - , �,",' " � - '_ , I R\ "I ' AND USED B'Y PEDESTRIANS, . & RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT I ��,IAAII THE CURB OPENING 15 PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPIE AT THE CONNECTION OF THE CURB OPEPAr, is 7 ..y '12 11 �" PERPENDICULAR TO TIE CURB, __ ;K)K I 5, VN -�!' '' ': ------- � ........ __ 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT � , , _'r _ ACCOMMODATE THE TURNING REQUIRIEWENTS CIF MTICPATrr) HEAVY TR" I -- I 4, VX14, TRAFFIC, REFER TO STANDARD CO -13, COMkCRCIAL ENTRANCE (HEAV"I AT X HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. ___V .2" SED IN CONJUNCTION WITH A SHAREO USE PATH, AT X X , SAME AS TOP OF CURE3 THE MINIWM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS tDIAGONALI, TYPE C A 4'x 4'LANDINO AREA SHALL Of PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR WITHOMT COINGG INTO THE TRAVELWAY_ THIS A'x 4' _1111Ixm LANDING AREA MAY INCLUDE THE GILITTER PAN. - 12. ALL CASES WHERE RT S E T NNECTIONS THE DETECTABLE ED DOME "I '-2.4" C -C 31 1 !31 j 13.Avi eo camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County WARNING SURFACE SHALL HAVE A FACTORY RADUS OR BE FIELD rl:t� � 0 LEI inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - .L - + $ a THE BACK OF CURB, �- LLJ 0 0 0 0 - - , - I (A �_ 0 - e 0 0 0 0 0 0 a 0 0 Q 0 0 a- -1 � W 0 LANDING RAMP - . - 6 -0 � a < '��--T_�v 4. 66 4 11� W 0 .� IN V) u f 0 UJ 'j � Z: I ;Z � . IR - 0� , Ld 2: '_ 'j, -0 CD �e < ! ! � i F _t�DETECTABLE L- I - 1. K 2;,- 7&% ' �61 .�TLtj - W��M I I W NINO E::: � . () -. � AT BACK OF C Re SEE NOTE t2. I I__ -1 0.5111-11411 I I- -'BASE DIAMETER I - vARIARLE FUL O I < . 3' , I .0 o Z I PAY LIMITS I 0 DET ECTA13LE WARNING - a 0 . u Q INSTALLCO ON A RADIVS DETAIL DETECTABLE WARNING al� DETAIL XVDOT I I CG -12 DETECTABLE I WARNING SURFACE I SPE REFERENCE ROAD AND 13RIDGE STANDAR13S I . , -� � a- x � Q) - ----I------ SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 ----- 11-11 I 203.05 07/15 1 viRGiNIA DEPARTMENT OF TRANSPORTATION --- -------------------- 502 _ __ , _ - '____ - I 1r.r. , - '.-.'.1. , - . r' J .... - rrr . 91 ..... - I , . - r .... L' � :!!!� I -.r . 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'�- �', - ' 9 � _' , �_ " _ �­­ 9 � 9 " � t , , "' r r. , /' ', 1- - - 99 -� ��' �- 9, �' "� � .' 9 1 , - , '� I � - � , CJ` "�4' � < � , - '� , - �--",' , ;' , '-� ' � '�r. - 1, ! , � �' , " �'-; ��' � 11 I �� �' '�, -, , . \' , - - ., � � � , r;r. - , � '�'Ilj"­' / , '�� 9 - I "I \ 11 � / , 'i�j I ' "I ? I ' , '� -1 1_7� , I ��' I � , , r� , � � � �� 9 , , , 0 , , � � � , � , -� r I 9- 9� , ', �' 9 " , , , , I I I : � I I . r - OA��O�_TH 0 ", � I , :'� il'5 - �P_ � C -1 i '�' E4 "� SCOTT R. COLLINS', ) �_� ) No. 35791 11 1 ' P 1 !,) ��'S�1�5;10NAL i��AG�';V 771�� Z 0 - �_ �_ o- LIJ � (A I 0- V) C� 0 � L.0 Z) U LU Z Z 0 (D - - V) (n � > UJ 0� General Construction Notes for Streets (This list is in addition to the General Construction Notes) i. 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 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 lo or greater is not obtainable, a revised pavement design shall be made bythe design engineer and submitted with the test results for approval. V) Z 0 M U) M > LLI !� 0 - r, -i _� r1i cli __ In .__ - . . - 3. Surface drainage and pipe discharge must be retained within the public right-of-way orwithin easements priorto LU I , I .1 4 __ - - -----I acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 11 11 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time W M d 4 'IN, I-, I -- of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or = I � � � I cyi designee, it is deemed M necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of < �Mmm�� guardrail, and roadway shoulder widths shall be increased to seven (7) feet. a NO = O_ 013IIIIIIIIIIIIIIMM SWhere urban cross sections are installed all residential driveway entrances shall conform to VDOT CG -9A. _ I � ��=�=��� 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement �=Imxm��� Z W section detail, shall be strictly adhered to. � I 0 - _J 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire mm t: � prior to signing and recordation, then approval of these plan5shall be null and void. ry U � �: 9 . All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traff ic Control Devices and the U-) U-1 10 :D Albemarle County Road Naming and Property Numbering Ordinance and Manual. 0 U) lo. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the ce Z 0 ._J < County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. �===�W=� � V) . �__ � ii. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public > U-1 Z roads. C� _J - 12. VDOT standard CID -i or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions =RMMM3� .-"""""-----"-,-11111-1111-11,111,11-1-1-111I _1111Ixm and grade sag points as shown on the road profiles. --- - --- ---- - ------ - 0", M. � 13.Avi eo camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County 0 . i V) inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with 10=� 0 I a VIDOT or County inspector present. �- 13=.. �� SECTION A -A �-I- 45 Ow H each e&w 11- 45 Sw H, soch dtermo% ownw i SECTION THROUGH ELEVATION :1 1 � 11 :il:i�� .__ - . . I � 1;vjiAK-i'�V1A= Q= I , I .1 4 __ - - -----I I I �==�M=M=M= 11 11 01 �=Imvm��� M d 4 'IN, I-, I -- �-I- 45 Ow H each e&w 11- 45 Sw H, soch dtermo% ownw i SECTION THROUGH ELEVATION 6 - - C I 1. :il:i�� .__ - . . 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M M � I �MGIIY'11.1111011111111 6 - - C I 1. :il:i�� .111-1 �41 * I 1;vjiAK-i'�V1A= Q= A 652 __ - - -----I I I �==�M=M=M= � I � � r I � ��M=M= '�==�W=���� 11 �=Imvm��� M IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi � _. 11 .. __ = I � � � I cyi ��=M==��� M 0) < �Mmm�� ME", a NO = O_ 013IIIIIIIIIIIIIIMM 13113IIIIIIIIIIIIIIES ----- -- - - --- - ____ - - .1 IL 111111111111111�11111111111111111 � = --- � V ffiffll�tqKkoli�k�llq : - L' . M M � I �MGIIY'11.1111011111111 6 - - C I 1. :il:i�� I 1;vjiAK-i'�V1A= Q= - __ - - -----I I I �==�M=M=M= � I � � r I � ��M=M= '�==�W=���� �=Imvm��� M UJ I � � � I cyi ��=M==��� 0) < �Mmm�� 0! C� 'Cl- co = O_ � ��=�=��� i U_ �=Imxm��� W I N � I =�_����� � mm ;7 =�� �� � mm M��� . P-1 - � mmmm_��10= > ce ������ Z �===�W=� 0 W _J r'l OEM 1.1- 1111� I . 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[)'-' ce G� - Li ., U w ry < < Z: - �) q 1.0 W -, 0 (D P-1 &_ , . � Z -, � � _J 0 0 0 co 0 , U � - , 10 "'*' , � . _�' o U , � '�' 2c � --6 LU _J I .� - .�: � . � �� [-- U �_ F_ -6 0 8-. I LIJ � 0 �_ UJ UJ , - _- - . I , 0 cle a- X: In E o a . _0� JOB NO. - E � u �w E .- 122071 ' E u o �_ '0 11 SCALE - - .2 D ,-a AS SHOWN 0 o . � 0 . I � .c 0 .- SHEET NO. c. o , a W 5 . 'a w-, . � � HIGH PT STA: 25+62.21 HIGH PT ELEV: 476.22 AS -BUILT SPOT SHOT SPOT SHOT 3, ELEV=481.86 0 SCOTT R. COLLINS°Z No. 35791 vo �sszpNaL ���� z O H a H u V) w M z O U),H,^^ H > w V) z 0 w � n W ce z Lu Q L L O f L (n w Q a L O t n �t > .+ L u z c Z) w r- 0 0- < u n L W Lu U) < J Li � � c W m u J Li Q L w 'u a c n w Ln w ry Lu � .--i � L I l\O 00 tD 111.0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o co C) t.%) CONCRETE CPOINT OF 435 435 N CONCRETEFINISHED GRADE CURB &GTTRR/W R/WSIDEWALK cURB& curTER Q SIDEWALK 1 4':• 1' �- ` LOW PT STA: 10+21.25 V— PLAN7ING °°°° °� °°°° `° ° �° °°°° d'° °o% PLAN77NG HIIGH PT STA: 11+ 28 LL + STRIP S7RIP a LOW PT ELEV: 417 33 HIGH PT ELEV: 24 O ,� 43 PVI STA:' 4 x,•37 z 430 N - PVt STA:11+z4.2$ _- I- O Spp 3' S" 3' tz' 72' PVI ELEV:417.97 I— to Z (TRAVEL LANE TRAVEL LANE 3' 5' s' PVI ELEV:4z1.2z u CA X"26 38 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 ( ) K:1 EXISTING � W N —28'FIC-FIC LVC:5r7.5o 5 47 GRADE Q N 0 LVC:6o.00 f J 57' PUBLIC ROAD R/W LL + ut M V1 M ( z CL O O N M la NONQ m { O W I� ri -i- Ql > TYPICAL S77RZL'T ,SECTIOW — 51 ' PUBLIC ROAD 425 o Q �' ,� - - - - N 425 z } z_ SUNS�'T I�RIIl�' � �' q � � � ° w >� W c~n 111 }--� amu''; vm v>Ji> un> / J F 25 ffPH DffSIG1V SPE'E'D Q > > W u m U J U NOT TO SCALL' o °° `L' 06 Lu U) 2a W o - ; 420 z I— 0 3 0.50% i W M ° I POINT OF CG -6 ( W (n ri a R W Lu Lu (A cG-s CrFINISHED GRADE CURB & GUTTER R K/ — o H Q / CURB & GUTTER / 4 38 �o F- � O 2.20% O LL 0 J o /� 15 :� z o .: 0 000 oq> °cf0000 0o cPo 000° �btib° db 0000 .__-_ _-.__._ _------_ ____. -___.-- I --- ---_.-z Q.. -W _ 4�5 PLANTING " -°°°° °°° -74 PLAN77NG O Q i NOTE: NEW ELECTRIC LINE AND Q s7R�P s70-6 RiP AS BUILT SPOT SHOT p <C Z PROPOSED GRADE U �- CABLE TO BE INSTALLED 3' Z STA. 9+9o, ELEV=416.65 w Q i W +n h BELOW FINISH GRADE (,� o s.5 7s' 76' 6.5' AS -BUILT SPOT SHOTU'l W z <C W Z (TRAVEL LANE) (TRAVEL LANE) W > �� I J o 36'FIC-FIC STA.10+o0, ELEV=416.87 z u J z H N W Z 2.5'--1 �25" 410 In G� LLl [}gyp z 50' PUBLIC ROAD RA "'"� O ° w TYPICAL STREET SE'CTIOW — 50 PUBLIC ROAD W oZ o n � N 40 V'1 6r) .�- m C) l0 k1 � 0 o OD U? ri •.j- ri N M CO l0 CS) W o ,S16 _7 IVES ROAD ^� �� n N rq N a a N ul D d If f -I ri ri W N N N N N N N �- It -It' It •tet � 't � It • _ It ,t' Q -0 0 ,25 APH DL'S16W SPEL'D U) ,� � N c c NOT TO SCALE ZI— O - o CJ 9+75 10+00 10+50 21+00 11+50 12+00 12+50 12+75 W 0i o a � m 5T, IVES ROA® u ,430 430 O o J �c 430 430 f— y W1 N U ° 3 C9 rn Z C � L cm I(wiT/ ul) N 00 t0 O m J C J O U O Na � I -. -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 ( ) K:1 EXISTING � W N —28'FIC-FIC LVC:5r7.5o 5 47 GRADE Q N 0 LVC:6o.00 f J 57' PUBLIC ROAD R/W LL + ut M V1 M ( z CL O O N M la NONQ m { O W I� ri -i- Ql > TYPICAL S77RZL'T ,SECTIOW — 51 ' PUBLIC ROAD 425 o Q �' ,� - - - - N 425 z } z_ SUNS�'T I�RIIl�' � �' q � � � ° w >� W c~n 111 }--� amu''; vm v>Ji> un> / J F 25 ffPH DffSIG1V SPE'E'D Q > > W u m U J U NOT TO SCALL' o °° `L' 06 Lu U) 2a W o - ; 420 z I— 0 3 0.50% i W M ° I POINT OF CG -6 ( W (n ri a R W Lu Lu (A cG-s CrFINISHED GRADE CURB & GUTTER R K/ — o H Q / CURB & GUTTER / 4 38 �o F- � O 2.20% O LL 0 J o /� 15 :� z o .: 0 000 oq> °cf0000 0o cPo 000° �btib° db 0000 .__-_ _-.__._ _------_ ____. -___.-- I --- ---_.-z Q.. -W _ 4�5 PLANTING " -°°°° °°° -74 PLAN77NG O Q i NOTE: NEW ELECTRIC LINE AND Q s7R�P s70-6 RiP AS BUILT SPOT SHOT p <C Z PROPOSED GRADE U �- CABLE TO BE INSTALLED 3' Z STA. 9+9o, ELEV=416.65 w Q i W +n h BELOW FINISH GRADE (,� o s.5 7s' 76' 6.5' AS -BUILT SPOT SHOTU'l W z <C W Z (TRAVEL LANE) (TRAVEL LANE) W > �� I J o 36'FIC-FIC STA.10+o0, ELEV=416.87 z u J z H N W Z 2.5'--1 �25" 410 In G� LLl [}gyp z 50' PUBLIC ROAD RA "'"� O ° w TYPICAL STREET SE'CTIOW — 50 PUBLIC ROAD W oZ o n � N 40 V'1 6r) .�- m C) l0 k1 � 0 o OD U? ri •.j- ri N M CO l0 CS) W o ,S16 _7 IVES ROAD ^� �� n N rq N a a N ul D d If f -I ri ri W N N N N N N N �- It -It' It •tet � 't � It • _ It ,t' Q -0 0 ,25 APH DL'S16W SPEL'D U) ,� � N c c NOT TO SCALE ZI— O - o CJ 9+75 10+00 10+50 21+00 11+50 12+00 12+50 12+75 W 0i o a � m 5T, IVES ROA® u ,430 430 O o J �c 430 430 f— y F W1 N U ° 3 C9 rn Z C � L cm I(wiT/ W N W_ O z c o O 1� C'i z O W V u) L O m J C J O U O Na i o o_ 0 c a� o W 2o J � � V O F I N U 1J WLu � L cm W o O a- Ln 1 30B NO. E 122 J 1 U E 'D O a c SCALE N i„=50' C U O C -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+25 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 6 N _........... H 3 435 435 EXISTING GRADE 430 430 -STR:404 VDOT STD. Di -313 (L=-io') TOP=421-31 INV OUT:414-75 TO 403 STR:403 VDOT STD. DI-3CC (L=4') 425 TOP=421-30--- INV IN: 414.25 TO 404 INV IN: 414.oS TO 4o6 INV OUT: 43.2.2o TO SWM FACILITY PROPOSED GRADE 420 11 420 HYDRAULIC GRADE LINE. SEE CALCULATIONS ON SHEET 8 EXISTING SANITARY I SEWER CROSSING b- WATERLINE 41 W D4* M E Ry 0 FACILITY A C I NG 4 o T'4 6 Y CROSSING VDOT STD. EW -3. 43-543-5 RCP 31-oo LF @ -1.61% 403A 410 403B 410 . . .. .... . .. ... .... .. 3o" RCP 39.15 LF @ o.Si% TO -INV. OUT - 412.00 405 405 't °` k.0 1�p q Oq It t.0 Ln H It0 rq rq It 't 4 't -0+25 0+00 0+50 1+00 STR-404 - SWM FACILITY I I PROPOSED SEE DETAIL 5 4 Ln 0 Ln N a) OR 't N ur) � rq a) ri -i- IP rl M tD q ri a) t N O 46o I ADJA BE Gi 12'WITH NO SAFETY WITHIN 6 FEET SAFETY SLABS SHALTHEWS TOP=467.87 m '1 N rq 0) rq N rq 6 H STR:413 VDOT STD. DI-3CC (L=4') 0 It t.0 Ln N N't It 0 00 450 rn rl It C) INV IN: 439. oo TO 413A 435 435 0 It 450 Ld) ul co Ln INV IN: 438.00 TO 414 mil N. 1/1 D STR:4o8 VDOT STD. DI-3BB (L=16') Ln 0 INV OUT: 437.25 TO 43.2 455 MIN, B", 0 00 Ln 't > rn NORMAL EARTH FOUNDATION GRADE TOP=441.65 =4 4" b C, 465 MIN. 1.5 x D -I MIN. 1.5 x D i ago 465 TOP OF FILL TOP OF I FILL INV T 0 4 0 IN: 432.60 TO 409 0 0 TYPICAL PRECAST UNIT SEE CALCULATIONS ON SHEET 8 INV T 1, IN: 432.60 TO 410 0 4 > d LINEGROUND -- rrrrrrd -0+25 0+00 445 1+00 2+50 2+00 TO INV OUT: 429.00TO407A 40 7 0 0 445 3+50 3+75 455 455 105.14 rq... ...... . 0 > NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH MATERIAL 430 430 CDq r! FOUNDATION SOFT, YIELDING, OR Ln I - OTHERWISE UNSUITABLE MATERIAL 0) t r Nw 110 1l 't r EXISTING GRADE I co co PROPOSED; GRADE, GRADE, -0+25 0+00 0+50 0+75 WITH SECTION 302 OF THE ROAD AND BRIDGE STR-417 STR-416 SHEET I OF 4 SPECFICATO ffluillim ACCORDANCE WITH STANDARD ST -1 AS FOUND IN 302 REV 8/07 303 VIMNIA, DEPARTMENT OF TRANSPORTATION F107,01 440 co 0 . 440 ... ... ... .. .... -0 . ... ... ... 0 0 ... ... ... . . ... ... ... ... ... ... ... .. ... ... ... .. . ... ... ... .. ... . .. ... .. ... ... 6" WATERLINE 0 00 Ln CROSSING 00 Q' > m Ca ry) ko r4 0 4 `^ cNr1 409A 435 0 n 0 3. 0' 0 . . ........ ..... 0 0 > > U) I— z z ------- STR:4o6 VDOT STD. DI -313B (L=14') ul 7 TOP=424.62 Lr) 0 Ln WATER SERVICE INV IN: 415.28 TO 407 r) tp o6 4 CROSSINGS > INV OUT: 415.15 TO 403 1�5 15 RCP -5 430 0 .4- :D Z 0 .0, 30-90 LF @ 4-53% . . ...... . . . ............ CL ---- - ----- 0 > > I- ... ..... ... ... .. ... .. PROPOSED SAFETY SLAB STR:403 VDOT STD. DI-3CC (L=4') TOP= Ln \\�SEE DETAIL - THIS SHEET 421-30 INV IN: 414.25 TO 404 PROPOSED SAFETY SLAB T SL -'REQUIRED VDOT DO 3. I INV IN: 414-05 TO 06, SEE DETAIL - THIS SHEET INV OUT: 412.20 TO SWM FACILITY 24"RCP 425 ........... 92.79 LF @ 1.24% WATER SERVICE I 3-l' (o8A 1+ CROSSINGS 2-5' 6" WATERLINE 1 1.0" 2 HYDRAULIC GRADE LINE. 420 CROSSING �N SEE CALCULATIONS ON SHEET 8 420 SANITARY LATERAL .. .. ..... . . . .. ... ... ... .. ......... ... .. .. . .... ... ... ..... CROSSINGS LY 407B 1.8 SANITARY LATERAL 24" RCP CROSSINGS 415 405 405 ........ 109.76 LF @ 1.23% SL -i, REQUIRED 415 �... � t24- 4o6A RCP 24" RCP 24"RCP 87.39 LF @ 1.26% 31-44 LF @ 1.27% 410 43-0 PROPOSED SEE DETAIL 5 4 o '71- -t PROPOSED GRADE 0 STR:412 VDOT STD. DI-3BB (L=14') -0 CL 0 > > 0 > > Ir E 0 TOP=445-51 i z z Ln F-- ?= 0 INV IN: 437.05 TO 413 Ln < 0 450 INV OUT: 436 0 -95 TO 411 450 > m m 0 rg Nt < 0 ri 0 4 't 0 rI 't 0 0 0 0 0 rl rr 0 01 0 0 (3) 0 > Ln Z Ln 0 > 445 oo t PROPOSED SAFETY SLAB;o 445 :D 0 4 -t [I Z SEE DETAIL - THIS SHEETN 0 0 10 i WATER SERVICE! WATER SERVICE 0 > > > CROSSINGS Ln F__ -Z z z CROSSINGS SANITARY LATERAL -lam CROSSINGS 6" WATERLINE 00 6" WATERLINE CROSSING 3-3' 2�181 440 440 CROSSING PROPOSED SAFETY SLAB 3.iB SEE DETAIL THIS SHEET i 1.0 1.1.0 0, WATER SERVICE 1.0! I.0 ------- 4 :LA CROSSINGS t i i 1.0 1. 0, 'RCP 1.0, 1.0 18-07 LF @ 2.77% 41oA ------- - I ----- ---- 1.0, ----------- 435 11 1.0, 1 RCP - - - - - - - 24 435 7 LF @ o.62% -161-5, ------- RCP 24 SAFETY SLAB BI i 292.55 LF @ 0 60% THIS SHEET 2411 RCP VDOT SI REQUIRED 24" RCP -VDOT SL -1 REQUIRED -184-55 LF @ 0-76% i 35.83 LF @ 0-56% HYDRAULIC GRADE LINE. SEE CALCULATIONS ON SHEET 8 430 430 STR A - STR-4,b8 -4i,3 VDOT SL -3. REQUIRED 425 425 01) Ln r'l Ln 00 0) U-) 0 N N 't rl rl rq rl 00 ill 00 00 m H ri 0 m e1 to L0 I'D 0 m H 0 1.0 00 0 ry) rq rl H Ln 0 't %.0 rq r-, 00 0 m N rn o6 4 (5) 1�_ dl k6 6) r_� d) r 6 1.6 1� r4 ri ir,� 4 o6 6 C� 6l k6 r�, Ln 'I- 't It 't -It �4_ 14- ld- Ln It Ln Ln Ln Ln w V) w Ln V) It '4- 't Ln 0 Ln N a) OR 't N ur) � rq a) ri -i- IP rl M tD q ri a) t N O 46o I ADJA BE Gi 12'WITH NO SAFETY WITHIN 6 FEET SAFETY SLABS SHALTHEWS TOP=467.87 m '1 N rq 0) rq N rq 6 H STR:413 VDOT STD. DI-3CC (L=4') 0 It t.0 Ln N N't It 0 TOP=445.25 a) 6 It rn rl It C) INV IN: 439. oo TO 413A 435 435 Ln I- z Ld) ul co Ln INV IN: 438.00 TO 414 mil N. 1/1 D CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 0 co INV OUT: 437.25 TO 43.2 455 MIN, B", 0 00 Ln 't > rn NORMAL EARTH FOUNDATION GRADE OTHERWISE UNSUITABLE MATERIAL C, 465 o '71- -t PROPOSED GRADE 0 STR:412 VDOT STD. DI-3BB (L=14') -0 CL 0 > > 0 > > Ir E 0 TOP=445-51 i z z Ln F-- ?= 0 INV IN: 437.05 TO 413 Ln < 0 450 INV OUT: 436 0 -95 TO 411 450 > m m 0 rg Nt < 0 ri 0 4 't 0 rI 't 0 0 0 0 0 rl rr 0 01 0 0 (3) 0 > Ln Z Ln 0 > 445 oo t PROPOSED SAFETY SLAB;o 445 :D 0 4 -t [I Z SEE DETAIL - THIS SHEETN 0 0 10 i WATER SERVICE! WATER SERVICE 0 > > > CROSSINGS Ln F__ -Z z z CROSSINGS SANITARY LATERAL -lam CROSSINGS 6" WATERLINE 00 6" WATERLINE CROSSING 3-3' 2�181 440 440 CROSSING PROPOSED SAFETY SLAB 3.iB SEE DETAIL THIS SHEET i 1.0 1.1.0 0, WATER SERVICE 1.0! I.0 ------- 4 :LA CROSSINGS t i i 1.0 1. 0, 'RCP 1.0, 1.0 18-07 LF @ 2.77% 41oA ------- - I ----- ---- 1.0, ----------- 435 11 1.0, 1 RCP - - - - - - - 24 435 7 LF @ o.62% -161-5, ------- RCP 24 SAFETY SLAB BI i 292.55 LF @ 0 60% THIS SHEET 2411 RCP VDOT SI REQUIRED 24" RCP -VDOT SL -1 REQUIRED -184-55 LF @ 0-76% i 35.83 LF @ 0-56% HYDRAULIC GRADE LINE. SEE CALCULATIONS ON SHEET 8 430 430 STR A - STR-4,b8 -4i,3 VDOT SL -3. REQUIRED 425 425 01) Ln r'l Ln 00 0) U-) 0 N N 't rl rl rq rl 00 ill 00 00 m H ri 0 m e1 to L0 I'D 0 m H 0 1.0 00 0 ry) rq rl H Ln 0 't %.0 rq r-, 00 0 m N rn o6 4 (5) 1�_ dl k6 6) r_� d) r 6 1.6 1� r4 ri ir,� 4 o6 6 C� 6l k6 r�, Ln 'I- 't It 't -It �4_ 14- ld- Ln It Ln Ln Ln Ln w V) w Ln V) It '4- 't 0 V) 0 4250 o 'rtl 425 - EXISTING GRADEI 0 FL: 0 't -4- 11 0 Z 0 NEW UNDERGROUND Ln I - CABLE CROSSING 420 420 PROPOSED GRADE 3 3 EXISTING ELECTRIC LINE CROSSING )OT STD. EW EXISTING 8" W/L 415 SING 2-3 43.5 401 \-NEW ELECTRIC LINE CROSSING 15" RCP 101-53 LF @ 1-97% 410 410 T HYDRAULIC GRADE LINE. SEE CALCULATIONS ON SHEET 8 INV. OUT - 412.00 405 405 1p o q r9 1p N 't tD "t ri ri 0 m 0 rq rq rq rl -0+25 0+00 0+50 1+00 1+25 STR-402 SWM FACILITY Ln 0 Ln N a) OR 't N ur) � -zt- I -q a) ri -i- IP rl M tD q ri a) t N O ry) U-) rl? ri ADJA BE Gi 12'WITH NO SAFETY WITHIN 6 FEET SAFETY SLABS SHALTHEWS TOP=467.87 0 0 0 't > '1 N rq 0) rq N rq It rn _t N 0 It t.0 Ln N 0 00 Ln m a) 6 It rn rl It BEDDING 4 3f 435 435 Ln I- z MIN. 1/10 0 BEDDING X X 140 MATERIAL MIN " 1/10 D BEDDINIG X '4* PER - D--�MPI XVMATERIIAL mil N. 1/1 D CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. ly'� F H PROPOSED MIN, B", FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION GRADE OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 465 MIN. 1.5 x D -I MIN. 1.5 x D i ago 465 TOP OF FILL TOP OF I FILL TOP OF 71E H E; =H HYDRAULIC GRADE LINE. TYPICAL PRECAST UNIT SEE CALCULATIONS ON SHEET 8 46o46o 417A L D*1211 1� d LINEGROUND -- rrrrrrd -0+25 0+00 0+50 1+00 2+50 2+00 2+50 3+00 3+50 3+75 455 455 105.14 _3� X MATERIAL X D X i"c- '--13EINDING MIN. 1/10 D BEDDING EARTH NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH MATERIAL 430 430 CDq r! FOUNDATION SOFT, YIELDING, OR STR-409 STR-403 OTHERWISE UNSUITABLE MATERIAL 0) t r Nw 110 1l 't r OF 4' OR GREATER SHALL HAVE STEPS IN M- SPECIFICATIONS. FOR GENERAL NOTES OIIN PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS -0+25 0+00 0+50 0+75 WITH SECTION 302 OF THE ROAD AND BRIDGE STR-417 STR-416 SHEET I OF 4 SPECFICATO ffluillim ACCORDANCE WITH STANDARD ST -1 AS FOUND IN 0 V) 0 4250 o 'rtl 425 - EXISTING GRADEI 0 FL: 0 't -4- 11 0 Z 0 NEW UNDERGROUND Ln I - CABLE CROSSING 420 420 PROPOSED GRADE 3 3 EXISTING ELECTRIC LINE CROSSING )OT STD. EW EXISTING 8" W/L 415 SING 2-3 43.5 401 \-NEW ELECTRIC LINE CROSSING 15" RCP 101-53 LF @ 1-97% 410 410 T HYDRAULIC GRADE LINE. SEE CALCULATIONS ON SHEET 8 INV. OUT - 412.00 405 405 1p o q r9 1p N 't tD "t ri ri 0 m 0 rq rq rq rl -0+25 0+00 0+50 1+00 1+25 STR-402 SWM FACILITY THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD & BRIDGE SPECIFICATION 303-04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 23.A STONE IN AN 8'x8' O.C. COMPACTED 23.A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8'0.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 1z' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL -1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: 3.. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 IN FEET I inch = 50 ft. STR:416A VDOT STD, DI-3BB (L=12') ril-%m __ 0 - TO 416 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-416A - STR-413 3+50 4+00 4+50 5+00 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON THIS SHEET FOR HDPE PIPE BEDDING INFORMATION. T 0 �SCOTT R. COLLINS No. 35791 ONAL z 0 2 U Ln ui r) z 0 ui ce 425 i 1 425 .............. _7_ ------------ - T r I i i :1 STR: EX EXISTING VDOT STD. Dk- RAISE EXISTING MANHOLE TOP -420 -7 TOP=417ii 1 EXISTING TOP .79 -4-18-77 PROPOSED TOP - 424-00 INV IN: 413.20 TO EX -423. 20 EX -422A INV OUT: 41-1-95 TO EX -419 420 f r 420 200 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 23.A OR 23.B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302-03G. .. . . . . .. .............................. .......... _ - - - - -- - - _­­- ... ......... ......... . . ..... - ----- ... . .... . ... .......... ............... . . .... ------- r HYDRAULIC GRADE LINE. SEE CALCULATIONS ON SHEET 8 -4 STR:EX ig EXISTING VDOT STD. MANHOLE iii I TOP-49:9-77 424-00 415 15" RCP 43-5 .. ................... . INV IN: 409.75 TO EX -420 .......... . . ..... .. . . ........ ............. . ..... . . . . .............. . ......... . ....... . . ........ . ..... 82.3.1 LF @ 8.04% INV OUT: 409.65 TO IL LJ 20A �-4 EX -421A ----------- ---------- -------------- ------- Lj 410 15" RCP 420 ...... . . ..................... 24. - - - - _____-- 7 :T L i E �Llf 211 RCP 65 LF @ 3.25% 7 F @ 0,76% 1 j 290.02 L EX -4 9A 21" RCP 28.10 LF @ im% 5 40 405 1-1 0 r1l 0 Ln rl 0 rn a) 0 co 0 Ln r, O L�) CR rn 17' LO 1� L�) LO q I -q q 1� C�) rl�l 0 00 rn 00 rl 0) tD 0) 0) l0 ri Ln U) It V) Ln Ln H H N N ri rq ri ri H rlq -zr -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 #5 BARS 6 8" C -C TYP. /-#5 BARS If a all C -C TYP. PR -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL? TOP OF FILL? 475 6 0 475 GROUND LINE H 0 Ln EXISTING GROUND LINE H k:416 VDOT STD. DI-3BB (L=14') 8- rq F GRADE ADJA BE Gi 12'WITH NO SAFETY WITHIN 6 FEET SAFETY SLABS SHALTHEWS TOP=467.87 0 0 0 't > D+12" EARTH D+12" UNYIIELDING INV IN: 459.60 TO 416A n d SOIL d INV IN: 462.10 TO 417 11 o D/2 INV OUT: 456.8o TO 42.5 Cr 0 > 470 BEDDING 4 3f Ln I- z MIN. 1/10 0 BEDDING X X 140 MATERIAL MIN " 1/10 D BEDDINIG X '4* PER - D--�MPI XVMATERIIAL mil N. 1/1 D CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. ly'� F H PROPOSED MIN, B", FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION GRADE OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 465 MIN. 1.5 x D -I MIN. 1.5 x D i ago 465 TOP OF FILL TOP OF I FILL TOP OF 71E H E; =H HYDRAULIC GRADE LINE. TYPICAL PRECAST UNIT SEE CALCULATIONS ON SHEET 8 46o46o 417A L D*1211 1� d LINEGROUND -- rrrrrrd d UTNE 15" RCP 2 0/2 18.92 LF @ 2.11% ROCIK OR 455 455 105.14 _3� X MATERIAL X D X i"c- '--13EINDING MIN. 1/10 D BEDDING EARTH t?"OPER MArERIAL MATERIAL 1.0 CDq r! FOUNDATION SOFT, YIELDING, OR MAX. 24" OTHERWISE UNSUITABLE MATERIAL 0) t r Nw 110 1l 't r SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES OIIN PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS -0+25 0+00 0+50 0+75 WITH SECTION 302 OF THE ROAD AND BRIDGE STR-417 STR-416 SHEET I OF 4 THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD & BRIDGE SPECIFICATION 303-04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 23.A STONE IN AN 8'x8' O.C. COMPACTED 23.A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8'0.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 1z' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL -1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: 3.. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 IN FEET I inch = 50 ft. STR:416A VDOT STD, DI-3BB (L=12') ril-%m __ 0 - TO 416 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-416A - STR-413 3+50 4+00 4+50 5+00 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON THIS SHEET FOR HDPE PIPE BEDDING INFORMATION. T 0 �SCOTT R. COLLINS No. 35791 ONAL z 0 2 U Ln ui r) z 0 ui ce 425 i 1 425 .............. _7_ ------------ - T r I i i :1 STR: EX EXISTING VDOT STD. Dk- RAISE EXISTING MANHOLE TOP -420 -7 TOP=417ii 1 EXISTING TOP .79 -4-18-77 PROPOSED TOP - 424-00 INV IN: 413.20 TO EX -423. 20 EX -422A INV OUT: 41-1-95 TO EX -419 420 f r 420 200 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 23.A OR 23.B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302-03G. .. . . . . .. .............................. .......... _ - - - - -- - - _­­- ... ......... ......... . . ..... - ----- ... . .... . ... .......... ............... . . .... ------- r HYDRAULIC GRADE LINE. SEE CALCULATIONS ON SHEET 8 -4 STR:EX ig EXISTING VDOT STD. MANHOLE iii I TOP-49:9-77 424-00 415 15" RCP 43-5 .. ................... . INV IN: 409.75 TO EX -420 .......... . . ..... .. . . ........ ............. . ..... . . . . .............. . ......... . ....... . . ........ . ..... 82.3.1 LF @ 8.04% INV OUT: 409.65 TO IL LJ 20A �-4 EX -421A ----------- ---------- -------------- ------- Lj 410 15" RCP 420 ...... . . ..................... 24. - - - - _____-- 7 :T L i E �Llf 211 RCP 65 LF @ 3.25% 7 F @ 0,76% 1 j 290.02 L EX -4 9A 21" RCP 28.10 LF @ im% 5 40 405 1-1 0 r1l 0 Ln rl 0 rn a) 0 co 0 Ln r, O L�) CR rn 17' LO 1� L�) LO q I -q q 1� C�) rl�l 0 00 rn 00 rl 0) tD 0) 0) l0 ri Ln U) It V) Ln Ln H H N N ri rq ri ri H rlq -zr -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 #5 BARS 6 8" C -C TYP. /-#5 BARS If a all C -C TYP. PR -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL? TOP OF FILL? TOP OF FILL GROUND LINE H q, 7= jr GROUND LINE H GROUND LINE H JUNCTION 80)(ES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF r ADJA BE Gi 12'WITH NO SAFETY WITHIN 6 FEET SAFETY SLABS SHALTHEWS ROCK OR lWT OF TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW SHALL D+12" EARTH D+12" UNYIIELDING EARTH md d SOIL d D/2 4" D/2 D/2 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE BEDDING 4 3f b MATERIAL MIN. 1/10 0 BEDDING X X 140 MATERIAL MIN " 1/10 D BEDDINIG X '4* PER - D--�MPI XVMATERIIAL mil N. 1/1 D CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. ly'� F H X D -ilwl X MIN, B", FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX, 24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x 0 aim MIN. 1.5 x D -I MIN. 1.5 x D i ago 1.�MIN. 1.5 xp_W 115 X TOP OF FILL TOP OF I FILL TOP OF 71E H E; =H =H TYPICAL PRECAST UNIT D+121' 0+12" GROUND D*1211 1� d LINEGROUND -- rrrrrrd d UTNE -GROUND LINE 2 0/2 EARTH ROCIK OR MIN. V10 BEDDING AIN. 1/10 D '%Z' UNTUELDIN G so, L, 105.14 _3� X MATERIAL X D X i"c- '--13EINDING MIN. 1/10 D BEDDING EARTH t?"OPER MArERIAL MATERIAL NORMAL EARTH FOUNDATION F H MIN. 8", ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX. 24" OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH NOTES* SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES OIIN PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS REGULAR BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107,00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN EMBANKMENT AGGREGATE SIZE 25 ANIID 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. SHEET I OF 4 SPECFICATO ffluillim INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A!' 302 REV 8/07 303 VIMNIA, DEPARTMENT OF TRANSPORTATION F107,01 A L A -A STRUCTURE SIZE AND WALL THICKNESS VARIES �l 9 SECTION A -A SECTION B-8 NOTES, 1. THE STANDARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECM IN THE PLANS. ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES. JUNCTION 80)(ES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF r ADJA BE Gi 12'WITH NO SAFETY WITHIN 6 FEET SAFETY SLABS SHALTHEWS lWT OF TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW SHALL MY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST #4 PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGMED ACCORDINGLY.# 5 BARS 0 8" C -C TYP, 4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. ----------- 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT XVDOT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPEaFl" REFEREN ROM AM MIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET I OLL] REVISION DATE 302 105.14 VIRGINIA DEPARTMENT OF A -A STRUCTURE SIZE AND WALL THICKNESS VARIES �l 9 SECTION A -A SECTION B-8 NOTES, 1. THE STANDARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECM IN THE PLANS. ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES. JUNCTION 80)(ES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJA BE Gi 12'WITH NO SAFETY WITHIN 6 FEET SAFETY SLABS SHALTHEWS lWT OF TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW SHALL MY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST #4 PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGMED ACCORDINGLY.# 5 BARS 0 8" C -C TYP, 4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. ----------- 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT XVDOT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPEaFl" REFEREN ROM AM MIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET I OLL] REVISION DATE 302 105.14 VIRGINIA DEPARTMENT OF TRANISPORTATION Lu"0 co r) r_q -1 r-4 -i Lr) Lr) %D , ; .,. ,,, ., ,, r ,._ .. r.9'. �." i ,--. �. " , 1111 -... . . '�\'I INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) 11 � / �. ��� f 1111 i; j' ,. ,' _ -. 402 - I, f , r I � � � / � � , "I ., / r1. Ir , / �'` 0.41 I 0.59 I J Intensity 4.00 P 7 (Intensity is 4 in/hr for spread, and 6.5 in;hr for capacity and depth) , ` ' ll- , 407A 408 / 1 r . k ri - - / If .i , 11 I % I 11 I r _ . I d ( 1 ;� i . ,, r i , r • iI annin s Coefficient, n is 0.013 1111 1111 0.01 _ _ / 1 0.2-� 0.5.5 1.I 413A 414 __ - 7.0 7.5 _ , ----- - 0.39 0.60 ------ r --- 11 ' r I- ------- i / .. Inlet . o!? .` / __ .Uyd ply 4225 ' 5.0 Crfrb and Gutter ... - EXISTING SWM FACILITY---,.,,,rfJ1� _ Inlet .._.�-_..._..... _- 1111 1111 _ 4.92 ` o Q11a 0.02110 2.Q 146$"a-a.t- 4 6a 6.96 1111 .,. 1111 1111 t �° , _ _ _ ,,-111-1, 0-- right 0.09 6 75 I 0 034 I 0.12 -1111. _, �p @ 8 c _.... 4225 #C4 4.0 I .1111.._ .- 1111 -.--_. 1111. -1111. (},? ; 1111_. ., _^"'--. 1111- 1111.„_ Q. 16 T 0,125 2.87 ` tl rli i l i> j K n P* 2 1v f^e S: 16 U 6 � W 5 s 2 -- CL ____ 409 , i` - �, i `43 Dk3B CG -6 14 ( 441.60 VDOTSTL3.IS-1 409A ___n,-_ 15 30.903 T 4.53% _ 434.110 432.60 _-.-.--- RCP ( � V / ----_,, ��� +e 0 i -___ , s` -J. ,,6 ._ 1111.. - DI-SBB CG -6 _. 1C 441.65 . VDOT STD. !a-1 2 24 I 92,79 I., -- I 24 109.76 1,24% ,,........ 1.23% _ __ _ 429,00 419.80 427,65 , 1...-,-w.�._-____.,...,_ 418,45 o v N a. I 1 . _--111.1 I -.»_. I _. VCtJF $TE). IS -1 11.11-.f -- 407 - o0 ---11.11--- a m - - - DI -36}13 ---------- CG -6 -- 16 424.63 roor err. IS -1 I 40165 24 31.44 1111 1.271c 1415.66 415.25'CP � 0 .d 0 .'fig 2 c . (D 4. ._______ I 24 g 81.39 `' 15.15 I 414.45 = 'Q 11 . VDOT SM. IS -1 1111_ left I c c 0.00 > ,y 4.0200 � 6 t} 41050 r6 71W Cr - �. p --- m IV > a 0.034 0.22 �_....� ----.__..-- t DII-1 2.( N/A E 444.33 V0(0T SM. 15-1 e 15 1}3,017 -.W 2.77°fa ._ �- 1 439.50 439.00 �- ^�. C CCa-6 � O , 11 24 35,83 ,_- ; 0.56% , 437.25 437.05 1 RCP __-___ ,-_.-.-_-�- Dl-;' ,38B CG -6 - -- - ____ 14 445.51 Z 4116 'n 0.32�� 2 435,95 RCP 63.00 01,33 -.�� 0,02-;0 411_ - 411 A - _ _ _ 24 292.51 ' "' 0.60 r4 - -135, X35 .J C 0 v ! 0 0 � N 3 cs G U a o� c 2 r I � 591 � �' � rN x17 11 a7 � is E •+��- m u'' U} ,a C a U a E? 47 010200 Q) "_ 0.40200 ?.0 ri} 01083.sµ' 0 4,165) F 6.91 W 0.80 _ t4 zo 3,513 0.1466 4h 0.1373 > ..a 1.;30 LJ Ct0 0 9.67 0 0.00 � 0 ! » 4104 v�++966 38 !0C° 43 0,59 (3.202 17^ow 1,657 »M. ?.70 15 � _11_-1____1_1-___-_____ GA7 T. fl ro ro a c c 5 i a 9 1.96% 0' 3 - `� RCP m P V) R x ?.Ot7 Oi?4k4 ' 00$33 4116 U 6.62 077 3:5132D.14�a6 0.1369 93.09 11(1'1 1,JiCO 2,761% 2.011 439,40 467 0 16.067 Q 0.375 2.44 Q.(C 2.44 0,0517 Q.0200�� ilii c 4 ;654 13.85 3.75: M 0.13fl4 a ? � 4 -5 U � 0 xi 0 rr to : 0 co � LU ro is U; n � to 0 is a of 409 9U,9fi 36 10.4 0:41 0:5 ;., ( 0.242 0.97 0.04 0,97 , 0204 0.42.00 2.9 4 0833 4.1654 6.78 0. 7 9 18 3,5 2 , ; 4..'66 4 0,1 76 7.29 1,37 1,G() 4.0 7 9,90 °1.16 ax s read , a e - 8 M a I ,� d p 406 0.06 3136 14.4 0.48 4:64 0.307 1.23 47,x)0 1,2;, 0,0494 0,020p 2.0 0 083= 4,1650 5..52 0,85 3.5182 4,1466 0,1446 14.15 1,38 1.04 1.23 9;04 - Mar spread allowed = 8` 407 36B 36B 18,0 0.67 0,56 5 `1.50 ( 0.00 1.507 4,3517 0.02700 2.4 0.11833 4.1650 5.71 4.84 :.5192 f 4.1488 ( 4,1432 11,87 1.3'5 1.00 1.50 tl.40 - Max. spread allowed = 8' =407A 1,75 0.04 3BB 12.0 0.28 0-510 Q.#44'3 0^56 4 0.40 0,56 0.0952 9.4204 2.9 0-11833 4,13159 3.52 0.97 3.5192 j 0.1466 (1.1622 8.74 1.37 1.00 0.55 x3.00 - Max: spread allowed = 8' I 0,0200 2.0 %:0833 4.'656 9.54 0,60 3..'5192 l 0.1466 0-1680 12.74 1.10 1.06 3,05 (3.007 Id) Gt � 24 1 1 r 914 24 31313 98.4 1.18 0.48 fl.566 x.68 I 6.40 + 3.£38 0,0259 0,0200 2.0 _ 0-0833 -----I',-,---_,- 4.71754 9.90 -----_ 448 3.5192 6,1466 __. _T_... -_ _ 0.11}19 .. __ _ 1111 .. 18.39 ,.,,--- 0.60 9.51'7 k 0,3[1x) 1.24 0,00 1,20 0,0669 0.42rO 2,0 4,0}333 4,1650 5.001 0.88, 3.51:2 0.1466 1 0.1490 11.44 1.40 1,170 1.20 0.00 0,1373 Max, spread allowed = 3' 409 4fi 2.20 14.0 a =_ 4,67 0.2'21 0.88 i 0.04 0,88 0.0669 0.7200 2,0 " 0.0833 4.1650 4.45 0,92 3.5712 0.1486 6.1549 9,80 1-43 1.00 0:38 Q.06 1 52 Max spread allowed = S' -`1101,._ -_1 r 1- 416A rB815.0 14.0 O.S7 0.53 00302 1.2-1- �` ,Oj DO 1,21 0.0331 9-0200 2_Q 6.01633 91650 6,T2 ' 0,84 3.5192 ..3:5182 i 01.1466 6.143'.1 9, 18 1-48 1.00 1.2'.1 0.00 _ - � Max. spread allowed = €3' 411 _ C,2r"a2 1.74 O,OJ.74 12,6 0.49 6.55 0.274 1.08 i 0 001.48 7:00 0.0298 9.424701 2.0 0.0833 4.1650)' 5.59 0.84 0;004226 (1466 i 01432 8,76 1.37 1.06 1.078 41,60 1,26 0.49, Max spread allowed t#'-`_. _-_ 412 9,4720x0 2.0 07,4333 14,0 _. -- 0.92 0.51 -_ + 0.469 _- _ _ 1';88 I 0.00 _-1111.___ 1.88 ..._ - 0:0188 -1111.. 0,02001 - 2.0 __ {1.0833 _____ 4,1650 _1111_ 7.966 1111 0.68 _ .,_L-0 3,5192 -_. 1 0 1466 ! 4.1197 ---- _ 9.77 __ 1.13 _ 1.00 - - _. 1.6011 _- _,__-1 0,00 - _ _ __, I Max, spread allowed = 8' � --- 414 , ff, .4 313€3 18.0 1.16 0.48 0,566 2.27 0,00 2.27 0.0259 - 0.0200 2.0 1 010833 4.1650 7.68 0.69 3.5192 z ` 0.1466 1 0,1212 12..67 1.42 1.00 2.` 7 Q.flO - Max, spread allowed= 8' 415 030 , .._.._,,. �,.�,,,.,,,,__.,»�.___ 368 16.4 0'.64 _ _ G 42 11 �,�„ 1111,,, ., 1J ..,,..,,,�_........,__,.�. 1,36 0,00 1,36 +0,0740 4.012003 2.0 0,0833 4.1650 6.14 0.88 3.5192 4.1466 I 0,1490 12.37 1,29 1,00 1.36 0.00 - Max. spread allowed = 8' 416 ,-11.11' ry 1 41,. { 386 14,4 9.99 I n. N 0.67 {s.1 4 (5.134 �533 0,94 l 0.90 0,94 0.9740 0.0200 2,0 0,0833 4.1654 4.47 0,91 3.5192 0,1466 0,1534 10.49 1.25 1,00 0.94 9,00 . Max: spread allowed= 6'9165 0.71 3813 12.0 4,2$ ,. 4313.40 ti -75 14.tifl 0x,75 0.0790 4.0200 2,Dk 0.7033 4.tfi56 4.97 03.35 3.5192 0.1956 6.1593 1.27 1.317 11100 fl.7S 0,00 - hiax.spreadallowed 8' E% 422 3613 12.0 0.38 9.63 [ 9.212 1.66 }1.010 05 (1.0224 9.92}70 2.0 0.0833 4.1650 6.64 0.8 3 3.0+'19"2 0.144&6 0.141? 7.89 51) 1.70 1.45 0,90 Max. spread a11cs�'ed = 8' 4228 - - 388 10.1} {1129 4.4 7 0.144 60.78 i C1,C0 0,78 11.0214 0.0200 2.0 0.0$33 1, x650 5.26 47.87 x.5192 0. 1406, I 0.14x76 6.71 1T 1,47 1,070 0,78 t?.?( Mex. spread a laved = &` / - 11 � / �. ��� f 1111 i; j' ,. ,' _ -. 402 - I, f , r I � � � / � � , "I ., / r1. Ir , / �'` 0.41 I 0.59 I J r. 1 I (Intensity P 7 l4 ` , ` ' ll- , 407A 408 / 1 r . k ri - - / If .i , 11 I % I 11 I r _ . I d ( 1 ;� i . ,, r i , r • iI , k � 0.01 , / 1 0.2-� 0.5.5 1.I 413A 414 , C) . ) ) - 7.0 7.5 i , f %� r - - 0.39 0.60 -- r _ 11 ' r I- 41.72. / .. Inlet . o!? .` / __ ,.% , ' "' 4225 ' 5.0 . 0 , i c i / _ 0.20 o.67 EXISTING SWM FACILITY---,.,,,rfJ1� _ Inlet .._.�-_..._..... _- 1111 1111 _ 4.92 ` o Q11a 0.02110 2.Q 146$"a-a.t- 4 6a 6.96 1111 .,. 1111 1111 t �° , LL ,,-111-1, 0-- right 0.09 6 75 I 0 034 I 0.12 -1111. 0,O01a 10.0260 2.1) 010833 1 4.1650 4.64 4.90 1111- �p @ 8 c 0 I 11 - for inlets draining to stormwater managernent facilities, where overland flow to facilities is not available, 100% capture is required at 6a.5in/hr J 1 , rf i r' INLETS ON GRADE, DESIGN (CURE SPREAD AND INLET CAPTURE) Area_ CW tc ------------------- ------- ] k "I.1" `I1 t (Y I ( (Acres) (Mi .) 402 0.14 0.85 5,0 403 0,1 0.73 6.O 404 0.41 I 0.59 7`0 Intensity 6,50 .1111 (Intensity is 4 in/hr for spread, and 6.5 inlhr for capacity and depth) 407A 408 0.28 1 0.so O.6o 0.50 7.0 7.0 409 0.33 o,67 _ 8.0 4101 0.57 o�S3 7,5 411 03.4 0.5 Mannings Coefficient, n is 0.01 O.92 0,51 _= I 3.105 4� 3 0.2-� 0.5.5 .,..__Z.0 6.5 413A 414 0.52 0.44 :L,18 0.4.8 - 7.0 7.5 41.5 0,64 0,537.O ' 1 - 0.39 0.60 -- 06A _ 6.5 41.72. j O. j Inlet EX -422 __ 4-tydroloav 4225 0.08 11.7 5.0 Curb and Gutter _ 0.20 o.67 1 6.5 _ Inlet .._.�-_..._..... _- 1111 1111 _ 4.92 ` o Q11a 0.02110 2.Q 146$"a-a.t- 4 6a 6.96 1111 .,. 1111 1111 > LL ,,-111-1, 0-- right 0.09 6 75 I 0 034 I 0.12 -1111. 0,O01a 10.0260 2.1) 010833 1 4.1650 4.64 4.90 1111- �p @ 8 c 0 4225 #C4 4.0 I .1111.._ .- 1111 -.--_. 1111. -1111. (},? ; 1111_. ., _^"'--. 1111- 1111.„_ Q. 16 T 0,125 2.87 ` tl rli i l i> j K - P* 2 1v f^e S: 16 U 6 � W 5 s 2 -- CL ____ 409 , i` - �, i `43 Dk3B CG -6 14 ( 441.60 VDOTSTL3.IS-1 409A ___n,-_ 15 30.903 T 4.53% _ 434.110 432.60 _-.-.--- RCP ( � V / ----_,, ��� +e 0 i -___ , s` -J. ,,6 ._ 1111.. - DI-SBB CG -6 _. 1C 441.65 . VDOT STD. !a-1 2 24 I 92,79 I., -- I 24 109.76 1,24% ,,........ 1.23% _ __ _ 429,00 419.80 427,65 , 1...-,-w.�._-____.,...,_ 418,45 o v N a. I 1 . _--111.1 I -.»_. I _. VCtJF $TE). IS -1 11.11-.f -- 407 - o0 ---11.11--- a -_� - - - DI -36}13 ---------- CG -6 -- 16 424.63 roor err. IS -1 I 40165 24 31.44 1111 1.271c 1415.66 415.25'CP � 0 .d 0 .'fig 2 c . (D 40+6 _ 1111, 405 ._______ I 24 g 81.39 __- 1,26% 15.15 I 414.45 „„„_.,________ ROP DI -3138 ,1111__ 11 14 424,6°2 I _.....___._-1111 I _ _. VDOT SM. IS -1 1111_ left I c c 0.00 > ,y 4.0200 1 � iv 6 t} 41050 r6 a Cr - - p --- '_i? , I ----------T----- > a 0.034 0.22 �_....� ----.__..-- t DII-1 2.( N/A E 444.33 V0(0T SM. 15-1 4136 41 15 1}3,017 -.W 2.77°fa ._ �- 1 439.50 439.00 �- j R0�`P. Dl � CC _ CCa-6 T -1 445,25 VDOT sera_ is=1 412A __ 412 11 24 35,83 ,_- ; 0.56% , 437.25 437.05 1 RCP __-___ ,-_.-.-_-�- Dl-;' ,38B CG -6 - -- - ____ 14 445.51 Z 4116 'n 0.32�� 2 435,95 RCP 63.00 01,33 -.�� 0,02-;0 411_ - 411 A - _ _ _ 24 292.51 ' "' 0.60 r4 - -135, X35 .J C 0 v ! 0 0 � CG -6 .__ _ 3 cs G U a o� c 2 r i„ x ,� w .� �' � rN x17 11 �' � � 5 .-I •+��- m `3 � E X02.60 tL > ,.,� , 4. lfo C a U a 0 t.7 47 010200 Q) "_ 0.40200 ?.0 ri} 01083.sµ' 0 4,165) F 6.91 W 0.80 _ t4 zo 3,513 0.1466 4h 0.1373 ® 9,33- ..a 1.;30 LJ Ct0 0 9.67 0 0.00 � 0 ! » 4104 v�++966 38 !0C° 43 0,59 (3.202 17^ow 1,657 »M. ?.70 15 � _11_-1____1_1-___-_____ GA7 Di :386 GG 6 14 467.87 VDOT &M. Is -1 4116 15 : 129.77 1.96% 4563:80 454.:25 RCP 11313 14.048 6.64 4317 2.Qfl Q.QO ?.Ot7 Oi?4k4 Ck,472ifJ 2.0 00$33 4116 U 6.62 077 3:5132D.14�a6 0.1369 93.09 11(1'1 1,JiCO 2,761% 2.011 439,40 467 36B 16.067 0,56 0.375 2.44 Q.(C 2.44 0,0517 Q.0200�� ilii Q.4�333 4 ;654 13.85 3.75: 3.a 9? `f fl -14116 0.13fl4 15,42 1.44 1.00 2.44 4.40 1111. 447A 0.k010 365 12,4 4,28 4,50 0,140 0,91 (,00 0.91 0.0952 0.0200 1 2.x3 4,4833 . 4.7654 4.22 0,93 3,5192 0.1466 0,1564 9U,9fi 1.1p 1.44 0.91 0,90 - •468 I VDOT s'rn.l9-1 1 ' 31313 16.0 0.60 0.50 Qmo 135 6.00 1.95 91)669 4,4207 12,01 0,0833 4.1654 8.90 0.81 2.5192 € 0,1466 0.1388 14.58 °1.16 1,00 1.95 0.06 ___i_ 499 --- -- 368 14.4 fl.33 0.47 _ 2221 1.4+1 4.00 1.44 0.0665 0.0200 1 2.0 11.11133 511650 s.39 a 66 : 3 5192 I b 14)x6 0.1461 92 94 1.93 9.09 1.44 0.00 I 414 __ 36B 14.0 0.57 7.53 6°.302 1.06 ,030 _ 1,°6 ,, .w fl,0331 �4_ 1111. 0.6210 2.4 _,,__ � 0.0$33 _ 4,"554 ... ,> 6.86 0.75 ., .. 3. x192 l 0,1466 ' 4.1300 1111., 92.32 r,_ 1.94 __---�--4--,--.-, 1,00 96 0.(Q „a.. � .W., sffi I 411 6.00 368 12.0 ? (7.49 1.55 0,270 1,75 0.04 1.75 0.0298 4.0200 2,0 0.08+33 4.1659 6.71 0.77 3.5192 l 0.14661 0.1329 11.23: 11 1.07 tDO 1.75 0,00 - I 412 _ _ 388 14.0 i 0.92 0.51 07.469 3,05 1 6.00 3,05 0,0138 0,0200 2.0 %:0833 4.'656 9.54 0,60 3..'5192 l 0.1466 0-1680 12.74 1.10 1.06 3,05 (3.007 Id) Gt � 24 1 1 r 914 24 31313 98.4 1.18 0.48 fl.566 x.68 I 6.40 + 3.£38 0,0259 0,0200 2.0 _ 0-0833 -----I',-,---_,- 4.71754 9.90 -----_ 6.62 _ 3.5192 6,1466 __. _T_... -_ _ 0.11}19 .. __ _ 1111 .. 18.39 ,.,,--- 1,101 -,.,_ -.. _ 1,40 1111 _ 3.&8 .__ 0.007 _ __ _- ----- 1111_._ »,, _� 4113 ... T .------ 31313 .. -__ ._I _., ,.- 91x,4 4.64 _ G 53, ______.. 0 3.19 __T-- _____11_____- 26 6.40 2,20 - ----- 4.(740 --. _.__.m 011}200 2.0 07.0$33 ,1111_.,,.,, 4.1650 �i.16 0 80 3 519 fl 14131 0,1373 95.93 1 40 4fi 2.20 Q. (0�_._._...__� ----- 416 _. _ 368 94.4 0,39 Q 60 0,234 1 52 , 0.04 1.52 010740 Q_fl+90 2.0 (7.0833 4.969( 5.36 3 86 3 510 0.1486 ' 0.1461 13.13 ___. 1.37 -. 007 1 52 0.09 _ i _--- -_1 r 1- 416A __- _..__ 1111.. _ 1111._ 3138 _ __ . _ . 12,6 ~0-28 _ ____ 0,67 __ 0.188 1111...- __ _ 11x1 __ 1.22 O:QOt ._.. _. .22 _ _ -1111_.__ 4.0740 ._._ 0.0200 12.0 __ 0.0833 ,_ ___ ': 4,1650 .._ -__._ 4.'94 _ .. 01,88 ,..._.,.....__ __ 3.5192 i 4.1466 11_ _ _ I 0.1490 11.82 1.01 _- 1.00 1.22 0.(N) 1111.___ CY422___.._ _ 3f33_ _ 12.0 4.'�3 0.69 _ C,2r"a2 1.74 O,OJ.74 0. 8 2 0.;30 0:0224 J,L2i0 12.0! 0.4$33 4.1650 7:00 4.75 _------+---­------­----- 3.519? k 0.1466 4.1310 11},32 1.16 00 9.74 0;004226 � 6.3,. n £%.2u CJ 17 41.28 »,,,,�.,�,,, 1111 - -- 416E ci 41. B 41 5 41 1 a 0,6. 0:67 0,1 1,26 0.49, 6 ®.9214 9,4720x0 2.0 07,4333 4.3650 6.31 0.84 3,5192 1 0.146E 0,1373 5.69 1.95 1,00 26 0.00 j 1111.._ ..,_..._ _._.__E______1_111__---.1___ a. 4d 0.'Sc 3 4 2 1 .._..,_...__....,,_. ,._„.............._._.. 111.6.6 ,�.�,,,,.,.,. �,,,,,._.... 3136 10,0 0.29 m,......_ ? 1 1 ,,__.,,,,,,, �»�,,...... 4 d' . Y r 133§.1_ ,.,,_..._..._.��.-.. ........,.,,,,_............�________ # 3 8 0U ._.________, 60 4 ....,....__,..,_.__,,.._._._..._._..._ 1 0.01 1111. -.. 1111. ! C G Q. J 12 1111_ ._._....._...._L � 4 i6 1111_..._.-..� - -______3__j_______ 1111,. ....�.`.-1111_ '69.0 , ff, .4 ,,,,.,.,,. 1" 0. 8 „ 414.E ..,.,_�......-.. Pipe ruff 417 6410 1111 . _ 1111_ _ 41.30 d).t3') fJ 2)L 1111 0.S I r ' i,`. ? Structure Area_ CW tc ------------------- ------- ] k "I.1" `I1 t (Y I ( (Acres) (Mi .) 402 0.14 0.85 5,0 403 0,1 0.73 6.O 404 0.41 I 0.59 7`0 4o60,48 0.64 7.0 407 0.67 0.56 8.5 407A 408 0.28 1 0.so O.6o 0.50 7.0 7.0 409 0.33 o,67 _ 8.0 4101 0.57 o�S3 7,5 411 03.4 0.5 7.0 412. O.92 0,51 _= I 3.105 4� 3 0.2-� 0.5.5 .,..__Z.0 6.5 413A 414 0.52 0.44 :L,18 0.4.8 - 7.0 7.5 41.5 0,64 0,537.O ' 1 416 0.39 0.60 M 7,0 06A 0',2.8 o.67 6.5 41.72. j O. j 1.0,0 EX -422 0,38 0160 7.0 4225 0.08 11.7 5.0 111,,1 422B _ 0.20 o.67 1 6.5 :•:- t� I , Z ..\ 1111... / / - 1 � ., -1111.' ., t ,:;11 , " .r - , , - { ` \ •, r. `,. : t, `� D E DMD ,.- t 1 . , . - 1111 : 1111,. .. y; DRAINAGE (TY P.) , , . , r.. 1111 +�► i c ' .. , ,,, J .- _ .. ...,..,... .. .. , f` , . ,1 ft , I .. _- . , i � ... : „ :: ! , .l l � � � �� � �(� /� > �!n �//. 1111. e:.......: ///i'.�/ / ` \ ✓ f V • !�// : "�%�i���./�1 i. _____1 , 111_1_.1.-.-------- ... �__,_,. ,_. ---- _ _.__,_..._.._, - ._„_ - 1111_., _ 1111 11,11 _ __.____._ 11.11 _ ._,.,_,._ 1111 11 11. _ _ .1111 1111,_... . I L.0 4'e' Il I t,. ) I ) ------------------- ------- ] k "I.1" `I1 t (Y I ( ------------------------- h ,. , �:I 12E�.t1 I I lti.rt€ I1 � ---_------ A � - ------- -- _ t' -- b -- - -- i) 11---11 I 4 f;) I {I`I'1 j - _ (ACRI-,S) � r . ' ,.._.... (IitirklJ2} _ ({.I -S) {IN) _ _ .-_ 41-, A 1 4 I f l r 4.5 Cl.S2 0.44 4,00 X1.(12 2,0 WEIR FLOW 3A I -1111 111111.11" 41----- _ - , _ i _ I.?t 4:58 .., ._ 08 52 11,11 .---j------- 1314 tb,�f) : I -_ t 1111 . + _ , 6141)?.7 7111 1 ,W _ � 41fLIf_� }tL��� i 417 I - I I.7I I 4.58 2,43 0.39 4,00 _= I 3.105 -..._........ 4111 O II�ICE FI.,C7�� I 4Ii I i i ' r � I,r 1 � �I . � 5 5 a.�_ x 03.39 6,. U � " f J, -I I v �,4 011�II`11..L: iL 3W r 11 sr' 1 �� a r i _ ,. 1111 ... j 1 i 1 5` ! ,I L -F 1 _ J f .,..k r' ,1..'\ .. . 1111_ / 11'11 . � .. 1111,, (J , , ,. " _ I � , _ 1 , � _ : . . -' F<'' '': ..; ... 1111.. v. 1111 .:. , , .. ., .. � -1111 _ , ,. � , ,. �- , , 1111._ -_ .. ... 1111. , r , 11.11.. '\. -, ... r ( 1111. :. .:. , �.. 1 . .: .1111.. .-. 1111 .. r � � ■a : � , ., 1111.. .. ,. . } .. , t , 1-111 __� T 1111. 1111... ., , , DRAINAGE DESCRIPTIONS � M STIR. NOS 402 401 -__ PIPE INFORMATION IDIX 1 LFNG W SLOPE I Ii�+,1ERT I INVERT MATERIAL. (in ) : ,ft- {°Ao IN OUT I 15 - 1011.53 I.97afa 414.00 412:4(1 RCP---- ___ _ INLET INLET TYPE CJI3C: ---- INFORMATION _ d Curb SLOT RIM* Type LENGTH; ELEVATION CG -6 4 420,20 I .__ ... _________- .`"._...._ _________�____. COMMENTS VDOTSW.1S-1 _v.1',. 11.11 3 .. 1111,._ .. 1111.. 11.11:_ -. .. . _ 11.11... , j , 1 , , , r . ' ,.._.... --�.. ........ -, . , 1111 i ; r , ,. .. 1111 1111.. 1 } � , 1111. .,, 11.11 ,1111.. 1111 1111 '_'u':;-„-:. - _.s,_. 11.11..__ -::: ..�: - - ' _. 1111 .. 1::111 11.11_._ ..__.,._. / ....._.._:" _ 1111 �. �' .I 1111 , .. f i - - . ,.- - .�-_�....._,__ _- 1111 _ 1111 1111_ .. _ n , - _. ., ,,. 1111 11.- ^,: 1111__ : - _ _ . `-1111__ - - 1111 - _ _ 11.11. _� 1111 11-11_ �-..-...-�--, _....�. �....... ... .. - 1- .. _ _ _ 404 : I -_ t 1111 . + _ , - .J _. IC n : 1111_.. 1 I t 1111.._ qha ._...... 9 ° ( l DI -:3B CG -6 10 j 421.31 VDOT SM. 403B 15 ` 31.013 1.61 `;'n 414.75 414.25 RCP Curb Gutter - _, 90 3C 4.0 _- ..,_____f... - ' 1 -,� m. r_ r.,, _ _, fl. s ._._..._...__-__ , 0.20 , 17,4010 I 010204 2.4 Q.0833� 4 16503 ' �` _ 1,111..1111. ,, ._ _ ,,__....L5,�,, ._...... _ , ..,, f6 4.9211right 4.23 1 6.6fl16 .2.0 0.0833 4,16545.91 47.36 _ 403 11 ,�.�....�._..I .._ _ r___, 6.49 0.1$7 4.21# .°-.,.-,- Dl SGC -- __- _......-.-_ CG 6 _ T 4 429.301 I - ___-________-___ VDOT S` E), Is -1 1 -- 4173�i 313 39.75 -13.51gra 412.20 412,10 RCP Max, sp ea€} aploa ed = $' - -- - � len C3. )4 Q 7a 1 6.030 i 0.12 4:40 .. . .,.._, .0 .._.�-_..._..... _- 1111 1111 _ 4.92 ` o Q11a 0.02110 2.Q 146$"a-a.t- 4 6a 6.96 1111 .,. 1111 1111 > LL ,,-111-1, 0-- right 0.09 6 75 I 0 034 I 0.12 -1111. 0,O01a 10.0260 2.1) 010833 1 4.1650 4.64 4.90 1111- �p @ 8 c 0 4225 #C4 4.0 I .1111.._ .- 1111 -.--_. 1111. -1111. (},? ; 1111_. ., _^"'--. 1111- 1111.„_ Q. 16 T 0,125 2.87 ` tl rli i l i> j K - P* 2 1v f^e S: 16 U 6 � W 5 I � ____ 409 , i` - �, i `43 Dk3B CG -6 14 ( 441.60 VDOTSTL3.IS-1 409A ___n,-_ 15 30.903 T 4.53% _ 434.110 432.60 _-.-.--- RCP ( � V / ----_,, ��� � CL 4113 i -___ , s` -J. ,,6 ._ 1111.. - DI-SBB CG -6 _. 1C 441.65 . VDOT STD. !a-1 408A ,,,.»____............ 4{775 4078 24 I 92,79 I., -- I 24 109.76 1,24% ,,........ 1.23% _ __ _ 429,00 419.80 427,65 , 1...-,-w.�._-____.,...,_ 418,45 RCP RCP ,._ ....__'"-1111. D1_51� 11.11 k ("G-6 I 1 . _--111.1 I -.»_. I _. VCtJF $TE). IS -1 11.11-.f -- 407 - - _- - - - t ---11.11--- ---._..-_--- -_� - - - DI -36}13 ---------- CG -6 -- 16 424.63 roor err. IS -1 I 40165 24 31.44 1111 1.271c 1415.66 415.25'CP � 0 .d 0 .'fig 0 c . (D 40+6 _ 1111, 405 ._______ I 24 g 81.39 __- 1,26% 15.15 I 414.45 „„„_.,________ ROP DI -3138 ,1111__ CG -6 ......_._.....__. 14 424,6°2 I _.....___._-1111 I _ _. VDOT SM. IS -1 1111_ left I 0.085 0.55 0.00 4.55 0.+00103 4.0200 ` 41050 I _�-- -- 101.3 -_-__ -- --- __. , I ----------T----- dgm 4'13A 0.034 0.22 �_....� ----.__..-- t DII-1 2.( N/A E 444.33 V0(0T SM. 15-1 4136 41 15 1}3,017 -.W 2.77°fa ._ �- 1 439.50 439.00 �- j R0�`P. Dl � CC _ CCa-6 T -1 445,25 VDOT sera_ is=1 412A __ 412 11 24 35,83 ,_- ; 0.56% , 437.25 437.05 1 RCP __-___ ,-_.-.-_-�- Dl-;' ,38B CG -6 - -- - ____ 14 445.51 ___ 1 VOQT Sita, IS -'1 4116 _ 24 I 161.57 0.32�� 436.95 435,95 RCP 63.00 01,33 -.�� 0,02-;0 411_ - 411 A - _ _ _ 24 292.51 ' "' 0.60 r4 - -135, X35 1111 434.11 RCP DI -;388 __ � _._. _ CG -6 .__ _ 12 449,88 __________ VDOT SM. IS -1 -<__.___ .-..,..._._,...-...,,,m...,-..- _ 410} � - . .. __ 0.4200 111_1.. _ . .........-.,...._- DI- 3BB -6 1111. .. ... ,-, 14 1 448.81 _ - i VDOT SM, Is -1 410A 24 1 184.55 0,76% 434.00 X02.60 ( P _ _ combined flee( _ m 4.i , m_, w i ,e..___ - 122071 0.12 112_,4 L_ 1? 0.67 ...�,.,...._ . n_ 4166 4166 -.___ I .... ,------.-----I-- I 15 i 62.82 - 3.8°2% - I .. QD 462.459.60--T--- -� --- { __ RC P - �-- _ DI -;31318 -•' ------ - _ __ � G-6 1111, _. __________+______ _ 11.11. 12 47'1.87 .1111 _ ._ _ �.- ------ ; � 11.11. i ' VDOT STIP. IS -1 i. r -- 416 »M. ?.70 15 � _11_-1____1_1-___-_____ GA7 Di :386 GG 6 14 467.87 VDOT &M. Is -1 4116 15 : 129.77 1.96% 4563:80 454.:25 RCP 0:78 27.85 I 92,8- 415 I 4 6 5' 21.1 835 combined 11x45 DI -;388 CG -6 16� 458,60 VDOT SM. IS -1 1111. 415A _,.., m 414 ;-.11---- 1111_ '15 ? 209,93 t._ 2,761% - 441, 30 439,40 - 11.11 , RCP ..,a _ w .� _ . DI -;3136 _ _ CG -6 w -�.,.__ 18 448.13 ,�n..... _ _,,. Voc7rs°ro IS -1 414A 24 1 69.38 - 0.72°/a 438,60 --_T. 438,00 _ SCP -- - -.. � . _- T_ - _ --� _- ..__....._ 6,375 1 4.735 t 4;55 rght (.Q�a I 0.7 7036 Q.2U O.OG 0.20 0.k010 O.i20 2.0 014833 4.115~ I 0.8 ._ ?5.49 9116 0,06 4905 4076 40'3 4225 ;3CC 4.0 417 417A __ - 15 I 18:92 __ 2.11% _-- F 462.50 - 462.10 ._ 1111 RCP »� DI'1 _ -- NIA 467,00 _ 1111_ ._�I_. - I VDOT s'rn.l9-1 1 ' 01.173 1--'--_---- I -410 +0:'16 l 17.31( 3,70 I �._..1, l 1.49 . _,,,_„____. . ..__- . 408 4228 --- -- 24 25°39 1 9.20 DI2388 CG -6 10 445,83 Vr.3O`rSrn.IS-1 E1{ -`2A 422A _ 1111_ E , A E X 4��. 15 I 57,02 1 8. 5 5, £ins _ 1,49°Ia »_ a 1.101 437,35 _e _� 4' 4 ,36 0 436.50 43535 _.�, �.. _RCP m �..,�R p „� �, G Dl 3CC - DI '3 65€3 C%-6._ to �, --6 _,, . •,1111 4. 445,25 -445 90 12 �. ,_ .,�' ! VDOT SM. Is_1 .., dDOT SM. IS -1 9 � - r a , Y ., Y.t -� ..... I „ ... k�- __..__.. .,y . 11.11.. ,.- .. 1. . t._ .. .. ... .. _ _ _. 1111 _ , , 1111 __.._.:� - .-.--.: - 1111 .. ........ ....�...... .1111..,. .1�.. ......,.._ 1111 .. .......... ... .. ... .. .r. 1 ,, ,�,)ay .. . .. �, -., -, __ , I , r -1111._._ . 11 r .- 1. i ..'.'.'/ N_. 1, -...r. .^ ti II1 Fk: " T, 1111., r -' 1.^ `-'--•• 1111__ ... 1111 1111. - .,. .' .� �, J.._ ,.. .. �.,. , ___11 _ 1 1111.. i 11.11 1 9rrch 50 ..:1111 ..- � ,r _ 1111- 1:1;11,. --' _ t 11.11; : ', 1111__: Fl � z � , , -' 1111_ .I 1 � , / , , ' .. 1111,._ .. 1111.. 11.11:_ -. .. . _ 11.11... , j , 1 , , , r . ' ,.._.... --�.. ........ -, . , 1111 i ; r , ,. .. 1111 1111.. 1 } � , 1111. .,, 11.11 ,1111.. 1111 1111 '_'u':;-„-:. - _.s,_. 11.11..__ -::: ..�: - - ' _. 1111 .. 1::111 11.11_._ ..__.,._. / ....._.._:" _ 1111 �. �' .I 1111 , .. f i - - . ,.- - .�-_�....._,__ _- 1111 _ 1111 1111_ .. _ n , - _. ., ,,. 1111 11.- ^,: 1111__ : - _ _ . `-1111__ - - 1111 - _ _ 11.11. _� 1111 11-11_ �-..-...-�--, _....�. �....... ... .. - 1- .. _ _ _ - _ .- 1111. -. - 1111. 11.11 .. 1111.... 1111. .. .1111.... _ - .--..: _ : I -_ t 1111 . + _ , - .J _. IC n : 1111_.. 1 I t 1111.._ qha ._...... 9 -:::1:111. ( l - , . -1111- 4 .. . 1-1 - -...5 _ .. - _ ? , - 6 ..- _ J, r..'! 0 , 1111... / 11 ` i r ; ' ,., - t 1111 , i t , 1 k , . _ .1111.___' _. r 11.11.. _ , , i , ) ' 1111... ... -.1111 . 1111 1111._ ... 1111..:_.- �i i t 1111 ..- -...` , _. ; 11.11 1 ' I ( I I `. j i + _ 1 11.11. V 1111. 1111 .�. ,{ _ , I -� _ I ' 111'1 ' ) f `_.i ( ' ,t I -" , , � " r ;._ -. r� .1111_ 11.11_ INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity :T q=0 (Intensity is 4 in/hr for spread, and 6.5 in!hr for capacity and depth) Mannings Coefficient, n is 0.0113 Inlet - drtslc7rly Curb and Gutter _ 11___11... _ 1111 ------------------° ___..........._......_1111. Inlet t 1 : ... d I .. .. " .�� 1111. :.,. ,- , :. -: 1111. 1111., ______ I ... _........,v 4�.. .., 11;11 »_ 1111._----._1111_._....._._,_...,.._.._. n 1111-1111. 11113 ... ,� .. .-»1111_ :;:.- j 1111,... . G 0 ir• 6 . .s..: 11. , r P 6i V, � m ;a a 0 , e g c" E m ,7 T-- N C C 0 , -_Y_ T 017 0 � rri v u 5 - 't U, v.0 t W y e (,, G U 4 L R9 '- _ 0 V `':=. P C �, J �' _ 0 u 2 max' m f6 S ! it U Qt iiG @ -a, L :S 1 G: rl > _1 (7 r`L} 0 0 a j ifi C 7�+ ✓i t� 1- 11 I 'c5 'ss F- Cf. = 10- left 0-10 0.85 0.0851 4.34 0,©0 6.34 1 0.61010 I 6,9260 2:0 j i7-0(133 , 4.1651! 6,85 0-92 _ 1111 11.11_ Inlet ),l _.. . _ .._._.._-_-___.�LrolixJy 11.11 _ (islet 0.04 .85 EE 0 0344 9.131 0.00 014 ; O-DO1a I 6.0200 2 6 C-DB33 ( 4A650 4.36 6.86 ( _ Curb Gutter - _, 90 3C 4.0 _- ..,_____f... - 11__11„_ ._ . ,, ,___J_2__,,„�__ ,,,,,,,,_,_,� combined Now ,. felt 4.47 0.73 0,0751 1 CJ,24 Q.43Q 0.98 6.73 0.068 0_23 0160 -,� m. r_ r.,, _ _, fl. s ._._..._...__-__ , 0.20 , 17,4010 I 010204 2.4 Q.0833� 4 16503 ' �` _ 1,111..1111. ,, ._ _ ,,__....L5,�,, ._...... _ , ..,, f6 4.9211right 4.23 1 6.6fl16 .2.0 0.0833 4,16545.91 47.36 ,.,,,,.,_m._ �„. -,,11,.11..»,_ .. 6.f39 4 197 4-53 »._,mm _....-.-__......._ i - Max, spread allowed - 16` 1 -.11...--....-...,.-_........__..,... 40s 3CC 4.0 eomhtned flow felt 0.13 0 55 4 072 4.29 9 04 Ci.4 0.29 1.0014 + O 0?OQ 2 4 Q (833 i 16 #J £,42 4.7@ 6.49 0.1$7 4.21# May_ spread allowed = 6" N 2 _,..... r _b_- _ ig113 0,08 0,55 0,044E 0,18 OG0 x 1111.... _--_k - 0:18 j 0.4010 00200 2.4 008:3'3 � 4.16`10 5,35 9,36 - 1111 - _ 1111_ 11.11__-1111_ 413 I 3CC 4.0 -_ _-_ _ - 1111._ combined flow 0:5 s 0_:_.40. ! 0.194 4,44 Max, sp ea€} aploa ed = $' - -- - � len C3. )4 Q 7a 1 6.030 i 0.12 4:40 .. . .,.._, .0 .._.�-_..._..... _- 1111 1111 _ 4.92 ` o Q11a 0.02110 2.Q 146$"a-a.t- 4 6a 6.96 1111 .,. 1111 1111 > LL ,,-111-1, 0-- right 0.09 6 75 I 0 034 I 0.12 -1111. 0,O01a 10.0260 2.1) 010833 1 4.1650 4.64 4.90 1111- �p @ 8 c 0 4225 #C4 4.0 eemkinned flow .1111.._ .- 1111 -.--_. 1111. -1111. (},? ; 1111_. ., _^"'--. 1111- 1111.„_ Q. 16 T 0,125 2.87 Max spread a64tv:ed = 8' INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) n ,,, ,. ,,�,�� 1111 , ,�.,.. ... t ! >+ .. .. III t 1 : ... d I .. .. " .�� 1111. :.,. ,- , :. -: 1111. 1111., ______ I ... _........,v 4�.. .., 11;11 »_ 1111... 1111.. -»»,_ S - ,.. ' -- ;..:: 1111.»., E ,._.....,._ 1111-1111. 11113 ... ,� .. .-»1111_ :;:.- j 1111,... . 1111. _ ... :: F. ,, Intensity 6.50 . .s..: 11. , r (Intensity is 4 miter for spread, and 6.5 in/hr for capacity and depth) 11:11 1111_ 402 --- T 0 , -_Y_ _ (1 t ti 17 (1 f9. I ?.041 , C C;? (i 1 lblannin s Coeffi6ent, n is 0,013 n = 0.025 for CMP (I n = 0.013 for ROP = 10- n r 0,001 for HDPE S`i '1 - -1 I 1111 i>i�E 1111 m _. I 4I 1(I€b 41 x €3f) t ( _ 1111 11.11_ Inlet ),l _.. . _ .._._.._-_-___.�LrolixJy 11.11 _ -.- -_-11.11_ ». _ ___ - - _ _ Curb Gutter - ._.__.._.. 1111 Inlet z __».___.__ ....__._»»»-.1111_ _ l ._ �, _ N 2 'V v 1111.. 1111 - _ 1111_ 11.11__-1111_ 6}.14 . _ 1111 �,,• "' - -- - ( In ;, > LL I. r ; - f, �p @ 8 c 0 u 5 y u -i E r~. tl rli i l i> j K `_- x95 P* 2 1v f^e S: 16 U 6 � W 5 ;a u ^_31 � L 'p fi !f) 9 i` - �, _ 'v: `43 C U G. - dl c 8 •- t..._.-1111 1 !R5 r. ,. ( � V / fir G � CL �7 6 (act°k I r ^3 _ , s` -J. ,,6 m 0 S ro � C Z5 _ .' L C 4 10 W M V) W C_ 8iz I 0 E ,�.5 t} U G7 G tC � tW . - 0 - � .:. i _ I CL > _a � 0 .d 0 .'fig 0 c . (D i n %3 r= 6 c Cr r e, _ _ . 1111,_,_ z40",t1 I (cp7 j ._..,�_,. I left 4.10 i 0.85 0.085 0.55 0.00 4.55 0.+00103 4.0200 2J? 0.0833 41050 8:22 O.95 101.3 -_-__ 0.(0197 15 9.17 4Al dgm 4.04 085 0.034 0.22 ?:04 0.22 0.07'010 4.0200 2.( 0.0833 4.1650 5_&3 0.73 C '3 0 z c" n/ ~~1111 402 3G =40 combined Wei 0.8 fl.59 0.242 0.240 7100 0U 0 37 9 97 4.13 0,273 6x.2.3 414.2 39.( 0.04 left 11.7 01.73 },453 fl,33 63.00 01,33 0,00)!0 0,02-;0 2:0 1 +J-4833 1 4.16';9 6.79 0.85 `};st �YN 4,81 0.53 25.x1 right O.Qt3 4.73 0.058 0.38 0,04 4.38 }0,00 0 0.4200 2.0 x1,9833 4.16511 7.14 0.78 Pipe rim 409-403 �a __ 1111 ..... 41,'+11 W I 403 3 0 __._.. 111»»__1._. 4.0 _ _ combined flee( _ m 4.i , m_, w - ,e..___ - 122071 0.12 112_,4 L_ 1? 0.67 0.221 4221 8.010 teft Q 13 '' 11.51 € 472 0,46 0.00 (146 0.0()14 0.4� _,? 2.0 1 O O& 1 4.1610 _ 7.74 »M. ?.70 15 � _11_-1____1_1-___-_____ GA7 409A C- 408 4)rA nght ; 0,08 0.55 » a O.p44 0:29 Q.u(l 0 25 0.0010 010200 2,J 0 4333 4 v�a 5 42 0:78 27.85 92,8- Q,::f? 413 3Ct: 4 6 5' 21.1 835 combined 11x45 6.L 407A 407 �- 028 1 0.50 0,143 4-.360 12.73 4.88 0.12 0.200"8 1 6.93 419.80 -. - left 0(4 ' 6.75 40.0313 0.20 (7.40 (,2U 0.{�37D 6.62x0 20 17 ,33 4.9654 5.56 6.85 11.11_ 0.56 ..__....._ 6,375 1 4.735 12.013 4;55 rght (.Q�a I 0.7 7036 Q.2U O.OG 0.20 0.k010 O.i20 2.0 014833 4.115~ 5.5 0.8 ._ ?5.49 9116 0,06 4905 4076 40'3 4225 ;3CC 4.0 10.307 5..04'3 Combined flow 41,4 4 1 i , 4 3} k5 4'15,15 ,414.05 E?.{)1)11(1 i ?-t 6.G8 01.173 3.96 i 1 : .f _ _ 1111 1111. _ 1111 _. 1111 %3asi�ai 11x41 i'ft)(- 10 1111 _ _-. i.:r .. 1111( /' .' .it `_ _ 1 11 ` ) /`:.`, PIPE DESIGN n ,,, ,. ,,�,�� 1111 , ,�.,.. ... t ! >+ .. .. III t 1 : ... d I .. .. " .�� 1111. :.,. ,- , :. -: 1111. 1111., ______ I ... _........,v 4�.. .., 11;11 »_ 1111... 1111.. -»»,_ S - ,.. ' -- ;..:: 1111.»., E ,._.....,._ 1111-1111. 11113 ... ,� .. .-»1111_ :;:.- j 1111,... . 1111. _ ... :: F. ,, ,I :< , . -...»-. :c- . .s..: 11. , r 1111._ , 11:11 1111_ 402 --- T 0 , -_Y_ _ (1 t ti 17 (1 f9. I ?.041 , C C;? (i 1 1 n = 0.025 for CMP (I n = 0.013 for ROP = 10- n r 0,001 for HDPE S`i '1 - -1 I 1111 i>i�E 1111 m _. I 4I 1(I€b 41 x €3f) t ( i ., l-r2�.t3�.'y ..1111-- 0131{)7 i• wl -�... .. ),l _.. . 4 -# 1111_ 231) _ .. ». _ ___ - - _ _ .x'113 _--.--.- ._.__.._.. 1111 -..,,»»�..-_...__..---�.�......__- z ....__._»»»-.1111_ _ l ._ �, _ N 2 '-"" 41)4 N (1 6}.14 CL' i i. 4 �,,• "' 1-1O ( In ;, > LL U 4f)' 1 �p @ 8 c L2 U -V, y #I 1128 31 #?q9 tl rli i l i> j L 'U N ti,? C 1111. ( t1 C 7: 1... += 2 } It t.3 ,y 13 C 1 U 8 L9 �- W W. W �`_ tai t..._.-1111 ,. ( � V / ", 1 ry `' .(af ;_:. �7 6 (act°k I r (.�" � ,.:�Sz 6 6I. _ '- 6666'.-__..,.v. 111-1. } :: �„ E 'F1 � Wz0 8 h V) W o 6 <d U i - U G7 G 67.2 I _ _ 1)0 l i} T, 1 5 i- = ; c J G} LL > i rs. Pipe run: 402 - SVVkl m ,-� aZ O 1 T .k;4 (7(3 =IJ t}G 343 `>di 0.0453 i, t 1: i t 9 4 5 Q _, _4(}I .-.1111 _ _ . 1111,_,_ z40",t1 I (cp7 j ._..,�_,. 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(FEET) CU,YD. 6' MIN BEND WATER (6" LIFTS) L H T L H__F T 18" METER BOX 90 2.50 2.50 3.01 0.24 e 'F 8„ X 6„ BEDDING 6" max TEE 4" min 4" 6" 45 2.00 2.25 2.60 4.15 2.00 2.25 2.50 0.15 1. OPEN GUTS IN PAVED AREAS WITHIN EXISTING 22 1/2 1.50 2.00 2.52 OIC NOTES: OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 4. (1) A 1-3/4" DIAMETER HOLE 11 1/4 1.50 2.00 2.50 0.10 NTS 5. (5/8"-1" METERS) TD -32 90 3.66 3.16 3.21 0.48 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP TD -13 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF _J 8 45 2.66 2.66 2.77 0.26 N.T.S. FIG. W-4 TD -8 FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 22 1/2 1.66 2.16 2.69 0.13 3,16 2.91 2.66 0.32 11 1/4 1,66 2.16 2.67 0.13 a� 0 � 90 4.83 3.83 3.42 0,83 10" 12° 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3 TD -3 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -• 14'± 10'±�- 5' 5' _101 WATER SEWER 3 7' Cj O CG � LOCATION OF ETHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM DK SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CRESSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD -1 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS CD AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE M.J. GATE VALVE WATER h LINE la I I` W L -i 2500 P.S.I. CONCRETE' 2'x 2' BEARING AREA. THRUST BLOCK a 4 4 p A . fl a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE MATERIAL NOTE: HYDRANT MUST BE REMAINING BACKFILL SHALL EQUIPPED WITH CHARLOTTES- 14 1/2" [COVER LIFT NOTCH LARGER THAN 5" IN ANY THE LOCAL STANDARD. 1 12 1/2" 12 3/8" I 6' MIN INTIAL BACKFILL* WATER (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED CAST IRON LID BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER 18" METER BOX UNSTABLE 8" e" 8" 8" 42"MIN ° 6" GATE j' HAUNCHING `L GRANULAR FILL AS e 'F 8„ X 6„ BEDDING 6" max TEE 4" min 18" FOUNDATION (SHALL BE BASE AND THRUST REQUIRED WHEN SOIL E? CONDITIONS ARE UNSTABLE 6" EXTENSION ALL PIPE) PIPE SLOT 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 1. OPEN GUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE (2 PLACES) 6. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED NOTES: OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 4. (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. SEWER SERVICE LATERAL CONNECTION TYPICAL SEWER PIPE TYPICAL METER BOXES NTS 5. (5/8"-1" METERS) TD -32 NTS o ' z � IT IS NOT ALLOWED IN THE DITCH. FIG. W-7 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP TD -13 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -• 14'± 10'±�- 5' 5' _101 WATER SEWER 3 7' Cj O CG � LOCATION OF ETHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM DK SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CRESSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD -1 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS CD AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE M.J. GATE VALVE WATER h LINE la I I` W L -i 2500 P.S.I. CONCRETE' 2'x 2' BEARING AREA. THRUST BLOCK a 4 4 p A . fl a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 MATERIAL NOTE: HYDRANT MUST BE REMAINING BACKFILL SHALL EQUIPPED WITH CHARLOTTES- NOT CONTAIN ROCK MATERIAL 36 MIN LARGER THAN 5" IN ANY THE LOCAL STANDARD. 1 DIMENSION 24"MI I 6' MIN INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED 18"-zz° BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER OF PIPE � UNSTABLE 8" e" 8" 8" 42"MIN ° 6" GATE j' HAUNCHING NO. 68 STONE - - GRANULAR FILL AS e 'F 8„ X 6„ BEDDING 6" max TEE 4" min 2500 P.S.I. CONCRETE FOUNDATION (SHALL BE BASE AND THRUST REQUIRED WHEN SOIL BLOCK AGAINST CONDITIONS ARE UNSTABLE UNDISTURBED STABLE ALL PIPE) NOTE 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 1. OPEN GUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 6. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 4. 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0, 68 STONE SEWER SERVICE LATERAL CONNECTION TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS 5. FIG, S-3 g TD -32 NTS FIG. W-5 "'JMPRES5ION X 3/4" MALE PIPE COUPLING ,PPROVED EQUAL NOT NO DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION 5ERVICES. 2' FL MMPRESSION x 3/4" MALE PIPE COUPLING APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER 15 NOT PRO'4DED. -CAST IRON LID Tt-t FINISHED GRADE 10'-15" I I: LOCKWNG I METER BALL BOX VALVE I I' (INOUTLET) �TT 36" MIN. IIh II COPPERSETTER 1/8 BEND COUPLING - A� III �I 1= METER CORPORATION STOP BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & I" METERS) NTS FIG. W -6A GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL NOTE: HYDRANT MUST BE 1. EQUIPPED WITH CHARLOTTES- 1. VILLE THREADS WHICH IS 6" BEDDING THE LOCAL STANDARD. 1 #68 STONE LENGTH OF BRANCH VARIES I 6' MIN THRUST BLOCK\, LID 2' TO 10' 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL (27fl') z 18"-zz° z. 7 CU. FT. VALVE BOX 4'MI INITIAL BACKFILL 4'MI #6B STONE UNSTABLE 8" e" 8" 8" 42"MIN ° 6" GATE j' SOIL _ MIN. MIN.-.= MIN MIN. e VALVE GRANULAR FILL AS e 'F 8„ X 6„ -APPROVED BY ACSA SOIL OR ROCK' STABLE SOIL OR TEE STABLE 2500 P.S.I. CONCRETE NOTE BASE AND THRUST 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER BLOCK AGAINST 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE UNDISTURBED STABLE ABOVE THE INITIAL BACKFILL. SOIL. STEEL PILE 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN RESTRAINED JOINT FITTINGS 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED WHEN THE SOIL IS DISTURBED OR WHEN 6. A HYDRANT IS LOCATED IN A FILL, IN ADDITION IN LINE WYE -TEE TO POURING CONCRETE, A STEEL PILE SHALL PLAN BE USED AS ADDITIONAL SUPPORT. 4. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. SEWER SERVICE LATERAL CONNECTION 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT 7. ( INCLUDING DITCHES ) 5. 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND g VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. o ' z � IT IS NOT ALLOWED IN THE DITCH. 6. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF _J REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 9� PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 1o. N.T.S. FIG. W-4 TD -8 "'JMPRES5ION X 3/4" MALE PIPE COUPLING ,PPROVED EQUAL NOT NO DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION 5ERVICES. 2' FL MMPRESSION x 3/4" MALE PIPE COUPLING APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER 15 NOT PRO'4DED. -CAST IRON LID Tt-t FINISHED GRADE 10'-15" I I: LOCKWNG I METER BALL BOX VALVE I I' (INOUTLET) �TT 36" MIN. IIh II COPPERSETTER 1/8 BEND COUPLING - A� III �I 1= METER CORPORATION STOP BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & I" METERS) NTS FIG. W -6A GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24'"MIN W 8„ 8„ 6„ 1. MIN MIN. u MIN. MIN. 1. ;; ..;...:; 6" BEDDING APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS O THE #68 STONE * STABLE SOIL ROCK I * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL THRUST BLOCK\, LID STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF z #68 STONE. z. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI INITIAL BACKFILL 4'MI SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, UNSTABLE 8" e" 8" 8" ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE SOIL _ MIN. MIN.-.= MIN MIN. #68 STONE GRANULAR FILL AS RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. -APPROVED BY ACSA SOIL OR ROCK' STABLE SOIL OR ROCK STABLE PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NOTE AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH, 6. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. IN LINE WYE -TEE DUCTILE IRON WATER PLAN PIPE INSTALLATION & BEDDING 4. NTS FIG. W-2 SEWER SERVICE LATERAL CONNECTION TD -2 7. TD -10 BLASTING NOTES ON-LINE ACSA GENERAL WATER & SEWER CONDITIONS 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. N E APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS O THE PVC SLEEVE o THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE I AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING THRUST BLOCK\, LID WORK. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO z THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY z. COMMENCING THE WORK. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE M.J. Ell HNG SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE = ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. VARIES VARIES RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. TREATED AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. FINISHED GROUND 2 x 4 NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. ASSEMBLY ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-8oO-552-7001). SECTION UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.S) FEET OF COVER MEASURED IN LINE WYE -TEE DAMAGE. PLAN FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AN D LATERALS AND WATER LINES, ETC. SEWER SERVICE LATERAL CONNECTION THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL g VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. o ' z � FUTURE EXTENSION OF THE LINE. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL rr s W � W N Z _J ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A 9� TREES ARE NOT PERMITTED IN THE ACSA EASEMENT, RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS z 0 �0 FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 4" DIAMETEI AND VALVE WATER ►trnrnsr 500 SCOTT R. COLLINS;?, U No. 35791 'L� z O a ce U L0 W n z O > w z w Q W ce 1/61�SSIONAL E��� z O J ~ Q O H Ln � t 0 U z u O ¢ c H L+7 H C H z L u ED ~" a Ln H- z Lu Q t7 L LU `c W 06 L z ¢ z O V) LLI Q 5" U c O O U (/i - C > � O W 0 z c ::) w CL U Lu Q u C J > L Q w w ' 2: Ce 0- C W 0 c CO W J C Q u Lu Lu w t ry 'u O C W > 00 DO \ \ \ \ Q \ r -I N DO -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo J. PLUG nLO IIN"IYLV wuv i I i i IuvQO ON-LINE N U (TYPE "B") VARIES THREADED COUPLING N E PVC NIPPLE AND CAP PVC SLEEVE o or BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK\, LID m 4 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL METER BOX (SEE FIG. W-7) VALVE E E 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 27 NO. 57 STONE M.J. Ell HNG 2" PIPE SLOPED 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS OF 3 FEET. PIPE �„ 2 THREADED TAP WATER MAIN AND VALVE II ARE SAME SIZE PLUG TREATED DEAD END FINISHED GROUND 2 x 4 (TYPE "A") MARKER TYPICAL BLOW -OFF ASSEMBLY NTS MAIN LINE SERVICE LATERAL FIG. W-8 SECTION TD -19 N v T W l 0 0 ra a ay o oEl z 0o 04 E ca ^ 0 nl � 1n N E W '-' N �o, 54.E W u Ez o 2� QE , f'.. \ ci W S? [�� / E E E E- �E U u � N E zo E 0M O O Q jlJa^ o � E . c. i�E a -E of �E a� W rn CO D S W N N N u LL 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -29 SEWER SERVICE LATERAL CONNECTION NOTES: N U 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 1"=50' N E O U LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE v� TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED w= 1- o N E LJ W w n '� m m 4 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL Eo N ELl 0 J { u U OT Na N U E E 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 27 V) �W UU _[L J _ 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN U U N v T W l 0 0 ra a ay o oEl z 0o 04 E ca ^ 0 nl � 1n N E W '-' N �o, 54.E W u Ez o 2� QE , f'.. \ ci W S? [�� / E E E E- �E U u � N E zo E 0M O O Q jlJa^ o � E . c. i�E a -E of �E a� W rn CO D S W N N N u LL 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -29 FINISHED GRADE III III -III III � =III III=p 17- AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE I=1 DRAIN TO GRADE III-li. IF POSSIBLE III -II, II -IIS II=III- P III=II _ BRICK SUPPORTS OR SOLID CEMENT BLOCKS o� �3 -CRUSHED STONE TYPE "K" SOFT COPPER ``-CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED, 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD -20 8+50Z SEWER SERVICE LATERAL CONNECTION NOTES: N U 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 1"=50' INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE O U LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE v� TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. t La z c W 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL W BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 27 (1/4" PER FOOT ) �� 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN U U DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT < ,�\ TREATED � 3N 0 0 U U C FINISHED GROUND 2 x 4 W MARKER 41 PLUG END OF MAIN LINE SERVICE LATERAL SECTION � fy IN LINE WYE -TEE H PLAN VARIES r� SEWER SERVICE LATERAL CONNECTION JV) N.T,S, O FIG, S-2 E'o a TD -31 FINISHED GRADE III III -III III � =III III=p 17- AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE I=1 DRAIN TO GRADE III-li. IF POSSIBLE III -II, II -IIS II=III- P III=II _ BRICK SUPPORTS OR SOLID CEMENT BLOCKS o� �3 -CRUSHED STONE TYPE "K" SOFT COPPER ``-CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED, 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD -20 8+50Z � N U Q W 00 1"=50' J o O U oLi �W z v� L t La z c W 0� IT- U N U Lu o 1"=50' z O U oLi �W z v� o t La z c W W �� OZ O0 W U U O O / n V1 < ,�\ � 3N 0 0 U U C W V oC 41 U �3 W � fy H N N m a r� m o JV) O E'o a W o ' z � rr s W � W N Z _J Q �z.0 U W 0 z 0 �0 c:) co U U U �6 004o a� 0 � W J H- U O IT- N U Lu w Lu o 1"=50' �' a '> O U a- v� o JOB NO.. 1 1 220/ 1 a o SCALE 0 1"=50' �' a '> C U o c v- YH 0 'oj1swrN'afi0tk Pla fisi ii Chvek — To N placed oii 1,,.m&,cape Platis (11widbook, pp I.IJ-284-111-2)7 for complete 4pecificatimis) Plant Legend 1, The followingitems qhall beAtowts on the plan: BRIARWOOD ROAD -PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sfi U Lu 0 QUANTITY T REES T-1 QUERCUS RUBRA NORTHERN RED OAK 3 1/2" cal. 541 13 T-2 LIQUIDAMBAR STYRACIFULA SWEETGUM 3 1/2" cal. 329 11 T-3 CELTIS X OCCIDENTALIS HACKBERRY, MAGNIFICA 31/2" cal. 735 9 Tree` to be'saved. SCOTT R. COLLINS'Z U Limits of-clemitig (Ioutside driplino oftne+� to lie -wed.); Location aild [)'pc of l,zcYte titixs fencing; U No. 35791 Pftspot;ed Lrendmig or manelitig, beyond thO limits of6earing. 2. LNIarWags: 101VAL 'F1 Q All trees tote savod shall be tmaiizol with pikit or ribbon at a height clearly visible to equipmoilt Operators. No Cow.iIyln.spCQtor. 3. Pre-f.'uristruction confemim Trey: pre4,ervalkm and prom,­Iloii cnea,uxes shdl be Nviewed xilh the contiaccfcT on site, . .......... @ ui . . .. . ...... 'D -A ---- ----- . . ...... j'-"'-"_-----" —A co n n Ln W." . .......... ...... . ...... .. 7 r-4 'q y., @ LU 1 6 LLji . ... ... .. 00 n r ... ... Ln Ln t.0 . . . . . . . Z m UJI J_ 7 LOT J i _J� @ -- --- --- — ------ ... ........ LO /% bl� T 7. F ' F.4 T II IN FEET LOT 3 1 LOT ch 50 ft-,- in I A p Tree Planting and Staking Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"X2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED 5UBGRADE Evergreen Tree Planting Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE U)3: �3 < ;70, Z 0 < W _j w U) 0 0 X E U Lu 0 E Lu U -i ui 0 3: 0 z c 0 ' ry Ce 0 >m < < - C U (D SHEET NO. C:) C:) CN 30B NO. X E U Lu 0 12207 Lu U -i Q) SCALE P C) 0 ' 111-- 501 0 >m V) 30B NO. E 12207 0— SCALE P C) 0 ' 111-- 501 0 >m - C U SHEET NO.