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HomeMy WebLinkAboutSUB202100030 Plan - Submittal (First) 2021-02-17 (2)r a m 0 LEGEND %SANITARY STRUCTURE OF-JULl STORM STRUCTURE ❑T EXPECTED LOCATION OF TRANSFORMER A FIRE HYDRANT ROAD SIGN RETAINING WALL SAFETY RAILING PAVEMENT PRESERVATION EASEMENT DB. 5277 PG 305 ,,- LOT to !j 0 C m \ 24" HDPE _ O M�Nral m 11 IIII 1313355F LOT 17 10,913. SF r n OTC Tl \\ C9. �cS' 2I,82 SF 11 I \�� `sc� VOT 9 SE 111241 2 SAN SEWER EAR I 1 I I , / / / 1 / I / / I / 1 / 1 / / I � / 1 I I I ' 1 / 1 / / 1 / 1 / I / I / 1 / I l 1 � / I " 1 / 1 / I 1 I / II l / / / / / / I / / / / / 100 YR FLOODPLAIN / 1 r 1 � 1 1 1 1 � 1 i 1 1 1 i 100 YR FLOODPLAIN / PROP, S " HDPE. rORM SEW R EASEM Nr� �'--- - II 10,98o SF I I _ 36" HDPE _- _ " PROP_ STORM SEWER EASEMENT_________-' -A x ■ / EXISTING TRAIL " I — ■ 36" HDPE -'��— h / 50 RWSA SANITARY PF SEWER EASEMENT D.B. 657 PG. 510 & D.B. 712 PG. 45,E / N I100' STREAM BUFFER DB 4571 PG 300 I I > 30 0 30 60 9 SCALE: 1"=30' STORM SEWER CONNECTION FROM SHEET 23 SANITARY SEWER CONNECTION FROM SHEET 22 30 0 30 60 90 SCALE: 1 "=30' S,oO'OF / -110>198Fo r........... S,c It I I•� I p�'b I I / / •I Old/` • J PROPOSED CLASS B TRAIL. FINAL LOCATION TBD BY — — — — _ ALBEMARLE COUNTY I / �- ' 1 ----- / -- ----------- q / / % /-----f------------- 0 1 '----------------------- i / ` � 19" SDR 26 / ------------ --- PROP._�0'_ " ----- - SAN-SEWER-EASD&NS------__-- �_ �/ • " 1 1 --------------------------- / 10 SDR 26 --- ;--- RWSA SANITARY SEWER CONNECTION NOTE: ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. WHEN TYING INTO THE RWSA MANHOLE, OBSERVE THE STAIRS INSIDE THE MANHOLE AND DO NOT MAKE A CONNECTION INTO THE STAIRS. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. IF EXISTING RWSA MANHOLE IS LINED, HAS A PROTECTIVE HDPE LINER (AGRU SURE GRIP). ANY MODIFICATIONS OR DAMAGE CAUSED TO THE LINER MUST BE REPAIRED BY A CONTRACTOR THAT IS APPROVED BY THE MANUFACTURER USING THE LINING MANUFACTURER'S RECOMMENDED METHOD. THE REPAIR METHOD AND CONTRACTOR MUST BE APPROVED BY RWSA IN WRITING. STUB FOR FUTURE -----a -------------------- ---------------- DEVELOPMENT ------------------ ------ i 50' RWSA SANITARY SEWER EASEMENT D.B. 657 PG. 510 & D.B. 712 PG. 454 SPECIALTY CONTRACTOR I I REQUIRED TO CONNECT TO lD"SDR ? EXISTING RWSA SANITARY SEWER ti NETWORK S J y ti l EX.RWSA / U o m W C z z c,) �YJ a 0M r,n t(0)m 2aJO a� �1 = J �4 GO a)a- m "0 Z =W a OW woo w U°C Ir a aZ vc=i Z > N ►�i w 0 o IL Z rn 001 o v �01 m t11 N W aN z J > O Fn a J } n > O W a =� OO w c')a rn= rn U z O a N w 0 oz z a 0 w a 0 6 z PyIfH OF. vf�G' U ' /,7 Y 9 Jimmy L. Taggart Lic. No. 22841 W4 �OF�`SSIONAL BT�Gl{`v Q Z O Ir T > Y J U cc a T Q J w m a CO c) a O Cc LL Lu D_ 0 U) co z a = C\l a- a Lu Ca U QQ cr 2i OC 0 0 � J Lu a / w J � Lu 0 m a DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 24 OF 51 0 HORIZONTAL CURVE \\ _- / 4'i4 i A = 54'38'57" T = 156.04 t �\ R = 302.00 g R \\ r / II ip \ �♦ z , / > L = 288.05 To .. 9 11 �59a� u' '/ / f C = 277.25 PARK M / 4.. `. \ \ / / S CD = N78' 24' 19"E 24,550 SF- �` PI STA = 11+56.04 P Q J (AT SAG) / $Pl`.8 f Q y<C \ �:::13V •-�.:.b'.. _ '*' �� .12, ;�i LL s$ � =o o. S 'v V � + N 'r h /y / / Y• 16+00 • �2Y' / ,\ \ \ �. � � _ •--T�"� � w.' .w • '-:_`' •:4 v18': •.r� _ � �• _ �j :fT>�tlq, � w w " 2�ro•/ pP�EP p r 5,7395E �35 CD-1 °PEED III LOT E ��! \ ( SPA9aSF I FUTURE WHEREHIOWN)°T' II II I I i \ I 4 DVELOPM IT I I L T F III I III G� I.i 11,4435F I I FU LIRE L TG it E I I I I DEVEL PMENT " BM ELEV.= 45510 _ II I 14, o SF \III I DEVE OPMENT IIL -- I -3 oSF II Right Front Bonnet ::: ; . r' r \, - � - I ' - IL - _ = 4 Bolton Hydrant--- ) '\ TRAIL - 50 0 50 100 150 PLAN VIEW SCALE: 1 "=50' 465 460 455 450 445 440 435 430 425 420 FARROW DRIVE PROFILE HORIZ. SCALE: 1"=50' VERTICAL SCALE: 1"=10' ww-w�ww�--- w�n�w�aa���� wM�wt;a■�i��� �•��wo�i��rra�r�rili���� �����w�:Aceir:�ww �ar_lawwwt•����w��ww �---wwrle�ak�lS1w11A1P�ww w��wr:a�i- ��IF:�i)'��]Jlliill�i•��-�--��L�]III\Rfi1C�.1gi---w--ww w����wF����•�i�ILWI..�RW/W.Iy W.�i����-w�-----w--w w ww�wow���a�m We t;- a l w ww--�`!YEiC�����V Y����.J:1:11111971IN:7e1ii��-� w-I�w w ww�w�r����lwaa��..����ww ���� ��w�aila�wlr.►� ww�w�r���syw� �i��w�yr r;Y,r•������� �� 1�`w ww�w�ew�i:llwww■w�w���������� � �w�l��w ww�wwlF���wrlwolirni��l�ai��l���w�rail�w��raw�� w� law w ww©wr_�rar���w.lwra�i��l�air�>�nlw���w�wvil�ao��rw.wwr_n w �� I��� w L•�wOMY���Y�f�w!-Jllfii�Jl-!9i1�1���ti��Ji1�►�©�l��Jw©Ed w F�11-�E.l w w�b�w��`�ifl\ww■f=7w�1�Ji�1�3i�1���11'a�il��©�t'i�aw©�wG�•Il��lsiw wB��wEi� -w7171�:i'• 'liii^ 1 '��•J���i1�w�9�C�wwt:'JFi��il��t7C'7FJ w�7fA�w13Fa��-ewl;7 EiL��Il9i�1��E��!'s'1 �gi1��4�R.7 W �i•w4� r.71�a r�:li F�� Ib wrwi�wlOY�Y�-©�f1Yti�aliiiG=l�a��lly i�i1�7�1�G'e7G��l ls'J F� �t7I� idly Ei w_Ei`�--�ii�lll�:li:1.�lww�l.lam©17�,�i1?:�1�wi7�il.�wwwl Gf wwsa�•] I.�='JC.w C� •••�--�1'��I-ii-I��t-•_'1��iI�ICJWIRiw�!'•�llw_ YI�n7Nf!!llw wrL7L��--�1117�1l�iP�!I���Jw! �lif�Jrl�rlwlP-�w� �! ila f.�i1� 111ww�9��J il!• e:�� �i"• ���wl�nra��Ai�l�wA�©wwf�r4I�ll :I©© • �- �yha�---�:ilwlw���7it7©f�wC7�1111�aws.=7K11�1■�I� 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 NOTES: 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 3. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS FIELD CONDITIONS DICTATE. 6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.5' HEIGHT OF EYE AND A 3.5' HEIGHT OF OBJECT. 7. ANY UNDER -DRAINS OR CROSS -DRAINS INSTALLED MUST BE VIDEO INSPECTED SIMILAR TO THAT REQUIRED FOR VDOT ACCEPTANCE OF STORM SEWER. CONTRACTOR IS RESPONSIBLE FOR ACCEPTABLE CONDITION AT TIME OF ACCEPTANCE. MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 5. 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. 6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 8. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. PROFILE VIEW (<IIIIIIl1Cl �K11 � [11:1 � 1 � 4" VDOT 21A F STONE BASE TYPICAL SIDEWALK SECTION N.T.S. 465 460 455 450 445 440 435 430 425 420 17+007+25 VARIABLE WIDTH PUBLIC R-O-W TYPICAL SECTION STA 10+00 - 12+00 FARROW DRIVE (25 MPH DESIGN SPEED) N.T.S. VARIABLE WIDTH PUBLIC R-O-W TYPICAL SECTION STA 12+00 - 17+13 FARROW DRIVE (25 MPH DESIGN SPEED) N.T.S. TRIP GENERATION FOR FULL BUILD -OUT OF BLOCK 10 PROPOSED ITE CODE DESIGN SPEED DU PEAK PERIOD RATE %PM VPD/ PER HOURLY PEAK DAILY PEAK TRIPS PM IN PM OUT IN OUT SFD 210 25 mph 28 9.57 63% 37% 0.99 28 268 17 10 SFA 230 25 mph 40 5.86 67% 33% 0.52 21 234 14 7 PROPOSED TOTAL 49 502 Design ADT Average Daily Traffic, or VPD Present Year: Design Year: Growth Rate (%): Design ADT at Design Year: Percent Trucks: Design Traffic Volume: Design Pavement Index: 502 2021 2022 0 502 0 502 Surface Asphalt Concrete (S1v1-2A B, orC) (Superpave SM-9.5A) Prime & Double Seal or Blotted Seal Surface Intermediate Asphalt Concrete (IM-1Aor 1B)(Superpave IM-19.OA) Base 1 Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0) Full Depth Asphalt Concrete (BM-2 or BM-3) over Surfac Untreated Aggregate (21Aor 21B) Cement Treated Aggregate Cement Treated Select Material, Type II, min. CBR=20 Select Material Type I & II, non -plastic, min CBR = 30 Select Material Type II, non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type II Cement Treated Select Borrow Base 2 Untreated Aggregate (21Aor 21B) Cement Treated Aggregate Select Material Type I, non -plastic, min CBR = 30 Select Material Type I & 11, non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type II Cement Treated Select Borrow Soil Support Measured CBR Results: 1 4 2 3 4 5 Measured CBR Average: 4 Design CBR: 4 Resiliency Factor 1 Soil Support Value 4 12.4 Total Proposed Thickness Index: 16.0 OK Material Equivalency Min. Max. Thickness, (h) Value, (a) Inches Inches (a x h) 1.5 2.25 1.5 3 3.4 0 0.84 0.0 F 2.25 2 2 0.0 F 2.25 3 9.0 e 0 1.60 6 * 0.0 0 1.00 6 6 0.0 0 1.67 6 6 0.0 0 1.50 6 6 0.0 0 0.84 6 6 0.0 0 0.60 6 6 0.0 1. 6 6 0.0 0 0 1.17 17 6 6 0.0 0 1.00 6 6 0.0 0.60 4 8 3.6 6 0 1.33 4 8 0.0 0 0.50 4 8 0.0 0 0.40 4 8 0.0 0 1.00 6 8 0.0 0 0.92 6 8 0.0 0 1.17 6 8 0.0 0 1.00 6 8 0.0 Total Proposed Thickness Index: 16.0 zU g m F•� w ' CO m o U OoCO Z Z�N JY> � 01 J < a w U r a J = OU aV m w d prn ¢o W °a �a ° J Z v U O ZIr i WW C7 N � W Ir Z > rn o w Z a O va w a z O az� S o W w �a m= rn U DESIGNED BY: UVN DRAWN BY: I ARC CHECKED BY: I JLT PLT/H /o'f v 14,r�G' Jimmy L. Taggart Lic. No. 22841 W4 A�O1� '9310NAL 'I'\yG\}4, a Z O ¢ T > U a Q z Q O W O m J m U (y) Q O W D- I _ J C!) CY) z w aa� = N a � >Z (0 a 06 W D- o Q � w 0Q<0 CE W ~ a a W w Q J o W 0 00 a 0 01 DATE: 02-17-2021 SCALE: 1 ":50' JOB: 8438 SHEET: Z� OF 51 a 0 v 0 I \ 50 0 50 100 150 SCALE: 1"=50' I / OPii i � op P 7 C 7 s 14 y' pAC� HORIZONTAL CURVE p = 10219'41" T = 248.43 R = 200.00 HORIZONTAL CURVE i �� // / _ L = 357.19 [` C = 311.58 50 0 50 100 150 p = 49'30'12" r � � � � � � � D-T`�� "'' Cu = S53' ST 23"E T = 92.21 � � \ - - l / PI STA 5 13 7 23" SCALE: 1"=50' R = 200.00 (AT SAG) _ / C = 167.47 ( CD = N28' 36' 43"W ✓ / �'Zr �� r j w w ✓ / �G� G`O E, mA a I PI STA = 11+29.04 (�/ ( ��°� ��r \'�\ FA OVJ7ERRAEE a ` \\ �Q°\ eye °' Ile � PARK 14,SSoSF�,i \ / CONDA / b -` P� ii -- \ RY _ '- T.. �� j J — F7 ARROW IVE / I • ,I �, � � /mow �� � 0`1 ti i o �:-...T.::�`.. � � , 'Y'i'.'.: . w �� �•� i / \c�lll 111 'i \�\ �\/ � '" %\ ,M".' � ��.\%// p - Iir�� �FPLAN VIEW •L.. - � SECONDARY ACCESS ROAD PROFILE PLAN VIEW HORIZ. SCALE: 1"=50' VERTICAL SCALE: 1"=10' 460 - 460 FARROW TERRACE PROFILE o _ HORIZ. SCALE: 1 "=50' 455 LEN - 455 VERTICAL SCALE: 1"=10' w -RM 460 460 450 450 WI El - 455 I EN_ 455 n U 445 Up= 445 450 450 440 440 445 - 445 i o� 435COMPACTF KFII 1 435 440 440 430 - Q 430 N 435—�, L, 435 w w z + z w c7 CD X 425 n 425 430 430 V) o z w o x 420 ` 420 COMPACTE 425 aTO 957 °f 425 r- cm oo r v 00 N (A 00 0 0) 0) f�- � Zt C0 C) 00 O Co M 00 N rl-� Co 06 .4 06 N 6 N (`') C`') w v It It It M a M V It v It It 420 a^ 420 — H J N X � 9+7510+00 11 +00 12+00 12+75 415 CL 415 o n M o N oo M cm (0 rn o v Ln o o (0 M Ln (0 CD r M M 0) (0 V Cf) 0) 01) C0 CD V O N (U V (6 fM Ln W 06 W N W (0 O 6 r W N M co 7 r7 It co M (r) M 'T r) 7 V Ln V 7 9+7510+00 11+00 12+00 13+00 14+00 49' PUBLIC R-O-W R/W POINT OF Ri W VARIABLE WIDTH PUBLIC R-O-W 4" 3000 PSI FINISHED 4" 3000 PSI 3; 1 CONCRETE VDOT ST'D GRADE VDOT ST'D CONCRETE 1 5 SM 9 5 3 ;1 CG 6 CG-6 �_ 1/4":1' �-- 1/4 : 1 114": 1 — a R/W POINT OF R W " .. .. .' FINISHED 3 ;1 4" VDOT 21A , 4' VDOT 21A 3 '1 3: t g CONCRETE VDOT ST'D 1 5" SM GRADE VDOT ST'D g CONCRETE 3 1 STONE BASE BASE STONE BASE 1/41. —� CG-6 -9.5 CG-6 �_ 1/4":1' 6" VDOT 21A q" BM-25 6' SUBBASE (21A) 6" VDOT 21A �-- 114":1' 1/4':1' —� STONE BASE STONE BASE . - 1' 5' 6' 2' 10' 10' 2' 6' 5' 1' 3 :1 4" VDOT 21A 4" VDOT 21A � 1 STONE BASE BASE STONE BASE CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE 6" VDOT 21A 6" SUBBASE (21A) 6" VDOT 21A SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK 4" BM-25 STONE BASE STONE BASE 1' 5' 6' 2' B' L 10' 7' 26' 5' 1 24.5' 24.5' CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PARKING 1 PLANTING CONCRETE SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK 22.5' 31.5' TYPICAL SECTION STA 10+00 - 11 +30 SECONDARY ACCESS ROAD TYPICAL SECTION (25 MPH DESIGN SPEED) STA 10+00 - 14+12 N.T.S. FARROW TERRACE (25 MPH DESIGN SPEED) N.T.S. m U o m w 5 U -° OZ 0( z co JY> to 0) J maw U Ir r J = 00 aC m w old 0(D ¢o D W � Q for -j zZ IE v< Qy � ' z� Ir_ > w (7 N > N V aW a w z Q > O J f vaw IE a _� CO z O az� °o w rn Q rn= rn U z 0 z U 0 W Q oz z 0 r a or N 0 W a 0 0 z — — — LLLJ DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT PLT/H /O'F v 14, Ur�G' n / 9 Jimmy L. Taggart Lic. No. 22841 W4 .o�Ol��`S3lONAL Q z O Cl W T > (, Y w z O T 2 H J J m w m o U Q x O G6 111 FQQo _ ( O o 0 w 0_ 0 a (r Ad O O Q CO ° z Ir w F a > J ~ w � o x 00 a O Cl DATE: 02-17-2021 SCALE: 1 ":50' JOB: 8438 SHEET: 26 OF 51 a 0 0 aze "'-----��� ��—J E I � VARIABLE WIDTH PUBLIC R-O-W POINT OF (I` R W R/W FINISHED 4" 3000 PSI 4" 3000 PSI Af �-02��=�n—��,-;,�_. •.�,•fn .. �`�� ��_, � � V D 3 •1 CONCRETE DOT ST'D GRADE VDOT ST'D CONCRETE CG-6 1.5"SM-9.5CG-6a�zG61SFa4": 1'1/4'��1�34" •' C � a;o \\, `aaa— � �.. � •i`r7 ia.00 i —�-�--- • �` �,i �, � � VDOT 21A•'4" VDOT 21A ,..:. STONE BASE STONE BASE 6" VDOT 21A .BASE 6" VOOT 21A STONE BASE 4" BM-25 6" SUBBASE (21A) STONE BASE � HORIZONTAL CURVE � �� � � h D A = 8T59'S6" � S76' 16' 17.OB�E \ 100.00' � � � - �� - � ; � I � \ VARIABLE 8' 8' 2' 6' 5' VARIABLE CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK O \\ T = 193.13 � ,� ti tiL = 307.17 LJ � \ r \ � CD_ �• .. o �O�yo�' /` 21.5' 21.5' CD = N59' 43' 45..E PI sTA = 11+s3.13 3s, ��z 9� � TYPICAL SECTION �;: \\ FARROW CIRCLE (NO PARKING) tor,- c � \ (25 MPH DESIGN SPEED) N.T.S. fir- I VARIABLE WIDTH PUBLIC R-O-W r e' - �+ LL— is � LOT i5 � Sp _ '°j R/W POINT OF � .. R W 4 3000 PSI FINISHED 4 3000 PSI � 9 VDOT ST'D GRADE VDOT ST'D --••��'-�-' , �435�5 I I�I� � CONCRETE CONCRETE 1 CG-6 1.5" SM-9.5 CG-6 I � O w w �L w g m IIa ,�¢ C� I (AT SAG 1L _ HORIZONTAL CURVE 1 4' VDOT 21A .: • , 4" VDOT 21A 3 . BASE STONE BASE STONE BASE 6" VDOT 21A E 6" SUBBASE (21A) 6" VDOT 21A 4 BM-25 _ o_ A = 180'00'00" I STONE BASE STONE BASE HORIZONTAL CURVE A = 92'00'04"�� — � u>, T =INFINITY ) R = 200.00 I 1 1 1 VARIABLE 5' 6' 2' 7' 10' 8' 2' 6' 5' VARIABLE CONCRETE PLANTING PARKING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE T = 207.11 R = 200.00 a .\ - '� \ _ ,:. L = 628.32 C = 400.00 � CD S13' 43' 43"W SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK 30.5' 21.5' I � L = 321.14 � ��� I \ L TG CD=2N30'416' 15"w Jr-j\o F TURE I L= ==—J DEVE b�MENT I PI STA = 23+42.60 -" 44C `� = �� �\•.� , I - �� -� �—�=_-- = � � Q - , / � �"h \ \ TYPICAL SECTION FARROW CIRCLE PARKING ON ONE SIDE) z.l � I� (25 MPH DESIGN SPEED) N.T.S. .. CD TO Y � �� CD-1 •�, ter/ \w� ,� �y°� � I �I l � \ � I � � / � '� ,� • w yi, � � �1 LGT 18 - _ -' � � G� ` .r \ N / � / I � % 94° aTzp \ L1tigz � X � 18,gF I \ LOT z� 50 0 50 100 150 PLAN VIEW SCALE: 1"=50' FARROW CIRCLE PROFILE HORIZ. SCALE: 1"=50' VERTICAL SCALE: 1"=10' 460 460 455 - a 455 450 � 450 445 445 440 440 435 - 435 U w 430 430 425 425 420 w r7 II N Q � M (n - o •^ � 415 z •• •• 415 �- - - w w - � �n z c� CO 410 x - 410 w O (n � - N r� � � Q N W w o_ — U - � 400 N � � _ 400 O O� f� CO � M O lC) CD W O -It O W � � co 00 00 co N W M In CO O co a0 M O O N � O Ln � � O � O � O O Ln aD O � O O O M l(') Cl O O O � 00 N 00 O O O In N M 00 W I� I� O M O O O O lC') O N O M O O O O Ln CO � I� � O N �� � N � N � O co N M a0 � O W� h N � O � M O M O O (O CU 4� O I� � O O� M In O M Ll) lf) a• M N � M 7 O W M M W N N M O N N N N M O N N � � N N O (O N N O r• N f� O r• N W lC) o_ r O 00 N � r• O M lC') � Lf) N f� O r• N W O r• � O � N � � � N N M O N N O 0) N 0) M N r9 M N � � M M O Lf') M M W M M V O (U M V O 7 v v v v v v v v v v v v v v v v v v v � v v v v �co v v v v v x v v v v v v v v v v v v v v v� v v v v �� v v v v v v v v in M 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 zU g F�1 m w ' m o U ° Z z W 434 O 0� JY> J � O § Q w U r Q J x O U Q m w od 0(A �O UD W U Q a5 Qy' Z v c=i Z �' !r FD N x W0 Z rn 39. °> o aw N w Q z J > O w = Un w a J =�c65 >i� ol O azw „/ S o W w nIr rnx rn U 1/4 z 0 U W Q Ozso z O a cc N 0 W a 0 0 z PLT/Ho'f U Jimmy L. Taggart Lic. N0' 22841 W4 ION Q Z ¢_ r > Gz] Y LU 04 Q J O w m m < Q w D_ ILo = N Qll O LL1 0_ U a Q eq pripr Q (r w ~ Q a ei CD J LU c~n o MW Nt W aloc 0 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 ":50' JOB: 8438 SHEET: 27 OF 51 435 430 425 420 415 410 405 400 395 ASHLIN COVE PROFILE HORIZ. SCALE: 1"=50' VERTICAL SCALE: 1"=10' ��MIil�M1Y�—� ��1lIA ��l11.T.Tl,7'd7f.PT>, �YCIRIY.1 �� r�11..nawtv�ct6an' l��ii�l1AS=7�—� �AfFiil����y■�—� 435 430 425 420 415 410 405 400 395 50 0 50 100 150 SCALE: 1 "=50' PROP. RETAINING WALL & SAFETY RAILING. WALL DESIGN UNDER SEPARATERAILINGLI \ I I l — -_ — —_ - OTHERS. LINES DENOTE WALL, R Y & \\ \ GEOGRID (TYP) \YA 440 435 430 425 420 415 410 405 400 LDTa< 69TSF PLAN VIEW ! L it+� 46' 45 99"E \, �144.4� i LLOYD COVE PROFILE HORIZ. SCALE: 1"=50' VERTICAL SCALE: 1"=10' ��.abllrli� � �� ��r�l���itw� ncls>tslc�Sd�i� �tls•=N/.IT7���� ��—d`7ry111711���� [7�W4 =ftL�cI .ate rwI f�tlL—�`d� ff I V� QwlHu��e=�s�•a�� r.7J�[�iG11!�r3�� !f•9©L�Ci�lJ�� �•9�IF�Li��ii1 V�©�� 9+7510+00 11+00 I 9+7510+00 11+00 440 435 430 425 420 415 410 405 400 4" 3000 PSI VDOT ST'D 3: f CONCRETE CG-6 ............ 3 1 4' VOOT 21A STONE BASE 6" VDOT 21A STONE BASE 1' 5' 6' 2' CONCRETE PLANTING SIDEWALK STRIP 0.5' 45' PUBLIC R-O-W POINT OF FINISHED GRADE 1 1 50 100 150 1 PLAN VIEW FARROW COVE PROFILE HORIZ. SCALE: 1"=50' VERTICAL SCALE: 1"=10' 455 450 445 440 435 430 425 420 415 410 1 11 430.60 10 1 ' 4.58 — IAI@1�.1CI.1.1i� �T r�� �•�rw��:w�iirssaii��- ���Til•7.YLT.719� 7� ���� �Y7LLIGOf�fi•1_� �F_'110Z1�M[—'JCi� �rJ �lfa�f 11 �idr��l�� �f•�If•>�1�\II�f.7'• �� rs�. 9+7510+00 11+00 VDOT ST'D 4" 3000 PSI 1.5" SM-9.5 CG-6 CONCRETE �— 1/4": 1 1/4": 1' —_ �— 1/4": 1' 4" VDOT 21A BASE STONE BASE 4" BM-25 6" SUBBASE (21A) 6" VDOT 21A STONE BASE B' 8' 2' 6' 5' TRAVEL LANE TRAVEL LANE PLANTING CONCRETE 0.5' STRIP SIDEWALK 22.5' 22.5' TYPICAL SECTION FARROW COVE LLOYD COVE ASHLIN COVE (25 MPH DESIGN SPEED) N.T.S. 1' 455 450 445 440 435 430 425 420 415 410 1 m 7U o p m w CO m o UO NN Z za`N" J Q0�1 maw U T �1 J = �1 yU ¢� m a Z O � w 0 0 W UQ �¢ 0 a J Z v U Z 5. n �, N W Cu �> o aw N W Q Z J > O va w a J } n > =�W Oaz / 0 F1il w � rn= rn U z 0 a a 0 0 O z z 0 a z (J w r 0 0 z Py�THOF vt�C Jimmy L. Taggart Lic. No. 22841 44 A�olp i9 IONAL g4Gl-iv Q z O D= i i Y J d Z0 Ir OT2 Q J J w m m 0 < LLI D- I F Q Q z w O � 2 N � o 06 Ca a 0 cr � z O 0 ° Ir ww ~ Q a W J U w 0 m Q 2 O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 ":50' JOB: 8438 SHEET: 28 OF 51 I \ TRAIL i `��•���� .�'�:�1•:��1 Ec':1 .o / > ; / ~ � ` \ '� � � � � i'� s:: -� �� y p,<,,: i � ,i ICI � � ��-� I II �ii ii II �, � y� �I'If I / �I•'� � ��:ii= - —� CD-1 TO EW-12 ll.� (II�� ` \ /jlj.�Y10 r-l \ a � 4/.1€ue. -<- - - y9=' ..�. ./ ` I I / j5 �fW .rnNSIItucL �� ac s =z1 �'�'M- I� i `r / .N71. 09 OA83•E p � I I.;I�����... ♦ \�.. ��� 1/7! -Id31• �-. ` ��� gyp" ) —_ I• I 121162' �: ♦ w 1 'r �`` N23' SY 59.52i / \ I c �� _ _ — ♦ e° — — i� - ° � 26•e6"' I j / m78 I' I I•.l I i 7 ��' I 0p ' 1 / co YI'.•• I ©I �'{ I �r . .ACCESS AD �, ��' ---'N6eze'1o•E -_ ', �. I ,� '.\ I I ( ( � /�'' ..- '� Ir-, 11 �rJI II JJ II ILL I IL �L L''-� '!''ICI• III (� F---T— / l- I I v 1 F ( CD-2 TO EW-12 � _- ` :• Iles 9'91 I \ \ 1 I�CiIIf` �� (� a-; I Th, - . __ I. r .: r= y'. SECONDARY ACCESS ROAD HILAH ALLEY (PRIVATEY PLAN VIEW PLAN VIEW 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 2.S a 0 ACCESS ROAD FROM ADAMS PROFILE HORIZ. SCALE: 1"=50' VERTICAL SCALE: 1"=10' i�t:T�371�►.1RT.R1■ �— �t:'tS�E7�Za.R11w■ iw��i9■�■3►lar.'�--1�J�ly/_�Yd5GA:11�—�i: ■yB%fallli iww■ 1 i � Bd:AI11'--'11�1 � �= s*w ti�—� I i � @d1Afit i iww■f!!1�R���J11l17T.T.���11!liTJ_i i�l•21.1'�—� • r • 1�C1'd'1'a--►1iPd'�i i� �wiw� wig �1■--�� �_�_ �ri� wi iww ww�ww■ wig ���� �� w� wi iww ww�ww■ wig ���� �� w� wi iww ww�ww■ wwl� �--� �— w— wi iww ww�ww■ wwl� �_—_—_�_ �_—_ w—_ wi i_7�fi1iT}w�ww■wwl�r��_—_—_�_�_—_w—_wi_ iw���ww■ wi��a ���� �� w� �i iww iww w��:al■ it w��•�� wwl0ww■ w.��� �--� w.w�� �w�w■ w� w� wi �i iww ww��� ��� ���� �wwlw■ w� wi iww ww�wwL �\��iYf� �—mow■� �w�©w— wi iww ww�w� ��SAw� ���w■� �w�ii w� wi i� �� ��V61.1 � �—mow■� �w�lr� w— wi iww �s111s1I1�w!w!r� wi��ac� ���ua� �we� w� �rF� iwi �i ���m m�c� ca1n�.1_■i��� �—�IKi� �w0�i w�J Rl4`a iw�a ww�ww■ ww1i�� �� .��wa�r�� �hac+•�-� w� wi i©1-�w��www�a�a���wwf�lal•�� ������w�wi is7nca.w��� ��������ww�.w■� '_��a���w�wi ������VVW���`�d��%%,% i iw�1l��wwoe���Laaaaaaa% aaa�0����,Way iws:�Fawwnlr.�ww���aaaaaaa� aaaaa��a��aaaa���w�wi i—wig �w■©Friwt`\\\\"\\\\a \\\'"� ��711_��i� M�7i i—wwil i—�� V�i:Fiswwl►\\\"\\��� � wwEd Isaw�aaa� �aar_�� "��=1��h1�+SF^ii aa►at � � �• y saw r-ai i�w��ea�I1���a� �a�=��s ��►�*.y��tri�uwi i--��7 A�\`�:�\\\•v ValwwE�l I✓_��J W�i]L'•Ji i--ww�l11l1•—� ��a���-`+�Y-��Ili�ilu��twi iC�—wwt w R�—�l►�r\���� ►�� �1��A ri7�Y�i wr��—�ES� i■���—wr�ilrlrlYllY/—may r .F71�ItfeT/�� ■�� � �ww�A I���—i I�--i worw��.r.11, •i17rSi�ilE7ri1!J31.��wwt't]I�ww�7Y.1•--i w`�`��[11RbSRI1911�111��—wwFl r�---i i p -�1►1P1tl�R11Cllr\ll-----i 9+7510+00 11+00 POINT OF FINISHED GRADE �-- 1/4": 1' 12+00 1/4": 1' -->_ 5' 1. 10, 10, JLDER TRAVEL TRAVELNE TYPICAL SECTION GRAVEL FIRE ROAD N.T.S. 5' 13+00 :1 14+00 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 460 455 450 445 440 435 430 425 420 415 410 405 HILAH ALLEY PROFILE HORIZ. SCALE: 1"=50' VERTICAL SCALE: 1"=10' .l�1�TTT1■---i �iJ■7■�%Yl:S!)•--�iJS.Yk�IGIIYII'!•� iw\'19.•`IF�IIL7Gbl1111)_ iirl!lw�R.L•!�— ---i i�'���r�sSQi�— i� •, • �•,•^:,��ww■ 1 i � 811r,:Ar,:��� W ■ a � 7t.lni�i iwl'�- IIf�T�T�I•--�/�C�:l�--f'�'1lJT.T.4>•i itl1�..��1--ww�►lQfl�i�—�•yl�l'61'�i TO if .� iw—w�—�Z� is11711Q11i113:Wi�iYWWYYiliiiliill%Yi7 —211 00i'&Y�111JII U9Lw� iw �o �� �i��� �wwww w.Ir1*s'Irr� nlernra iw war�w �� �zwr� �ww�� w■,,..,�• 19:.r.1 Lylllr..� iw wwwww �� ��� —Ii�i ww�wi wi iw �■aw wrrrua��•,r:�.,..a:,� �� wi>�rr�� wwnni� wi iwi'Iuwwww►��� :�ww���ww��wworawi iw���,•ww��Ir.��_�- 1 ��5.77Z'�■wwo�wi iwwr�n,•wwww.�a1�r.� �I—wl ��«�■wwu■s1nt� i�•rt>•iwwi����1��ns;�����wi���.ul� iww�www� �•1f�VIJl9:17�1—i�T���a���`���_i i� w�w�� �L1iwR.lww■ wwfL7i�1 wt1�.71 wwirLl•R.1�1• wL;'� `\` \i iww�wwww\saiwraww■wwraw�lwws�Iwwwlr�rawr�iE�� `\� ei iw w� wr>■w �aa�iwa� wwr� wwa�ww� w� la�� w� �aa�s�w wr�� wi wi i�nw�w �r-�E]iiwwlww�iw�w`�3�r7ww�w�iw�wwCa�wiii ngmW_qrl wn �a�a ago iw■■ wwr_a �ww� �.ir�� ww� Iw.owow wr:�� wi wi r�ra wr-� r_� �a r�� iw�wwl+.l ���� �a■�� �>_ ���� wow w.a ii f�r� Gov � ��::� F+�Jiliwrillii� �rw.�n Irr.�rr� Iiea� rrrrw.rr�c wl;r_� w�I wi rl�i71i�r7 6.��F_711�119iwl9wwC� r-��wCy \l119�:! �i 1�19 wC9Ni t"f�fl�:d L'_*i:<71_Ai ��•• 1 iF i�GF�R�F; rid�7iw�7wwlrrl� Iw■Ilflti�7YLr!•f�f7wt7InEIVM"FMWMSw �w ['^iJ F�i�� C�9©iw©�f I \©w■II ■�©■i1 ww� ©©w©Cr7 C1L•_7�1 h'i�h r :7i ��iuw�.r��■uw�siwww�In>iw��r�;aawl�>_�sw�o��r',r, r��i w�I�l uwn ��w uror-� iwr-� wwra wwr-� wa:a r1i�■o�a wwi Ir-�r-� we�■n �ar�r� �1 �i W=r.1im■�1■IIII00AAoi-7.1r�1�1•' %wt7.7���11r.4 I�w■� F3S]FiIL■yr.L.d 0['t]� i�l1�IGi%w�■���M.i1� m Mi ■L1LgR11wITl��� ��F;�3�7f��si�wCiRtaei b?�JM F�.LS7�� I��31���J•��fll+wl� L^ `il L':�i t11'ftiLy1�1G��vt���--��C+�wL'il�� Ili 9+7510+00 11+00 20' PRIVATE ACCESS POINT OF I R/W FINISHED GRADE t �-- 1/4": 1 BASE 4" BM-25 10, TRAVEL LANE 12+00 1./5" SM-9.5 d 1/4":1' —>_ 6" SUBBASE (21A) 10' TRAVEL LANE TYPICAL SECTION H I LAH ALLEY (25 MPH DESIGN SPEED) N.T.S. 3'1 13+00 1 — % 14+00 460 455 450 445 440 435 430 425 420 415 410 405 1 1 50 100 150� 1 m U o m w ' 5 m o U N O Z OCO z w JY> 01 J Q w 2Ir U Ir r J = 65 yU a� m w 08 W 0 (A °a : 0 Q wna ° J Z v U > w (7 N 9 LL > N V aW Q a w z O J > va w a 0 O azw Sow �a m= rn U z 0 r z U w 0 0 Oz z 0 L: or N 0 a 0 0 z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT PLT/H /o'f v 14,r�G' Jimmy L. Taggart Lic. No. 22841 �4 A�0 �'9310NAL ��yG♦}4• C C Y L U z c Q OT J L J m Lu � U < I..LI a- _ J C!) = N 06 W 0- F O x Q CE W ~ < \ L F c U-1 m Qi O a UD rn W U U z C7 W x i w O f� f� O PG DATE: 02-17-2021 SCALE: 1 ":50' JOB: 8438 SHEET: 29 OF 51 I, 0 4 4 4 4 4 4 4 r7 �1N7:IEll no] :lllRtll—_ =1:a•li•linlia� •GTLliifd:l�1➢.`fC1CN17•a+l —�� — - -—b1N7i�t• — • — —_— �i�:1.11.1.7gI1ltJ:IG11J� SIGHT DISTANCE PROFILE VIEW FARROW TERRACE @ FARROW DRIVE SIGHT DISTANCE PLAN VIEW a7� 4 4 4 4 4 4 � •1�.�:�tiliil:m�e� � •*R�fel••�.1W1� k Ow •• i • • •• •• •• •• •• SIGHT DISTANCE PROFILE VIEW FARROW DRIVE @ FOWLER STREET '5 '0 i5 i0 i5 )0 15 460 455 450 445 440 435 430 75 NOTE: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THATTHE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 6' FROM THE GROUND. 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. MAINTENANCE TO BE PERFORMED BY HOA. 1 1 30 61 91 1 f--------- —1 _ — L — — — — _----- _ _ _— — — --- —----i..— —J-- — _ �LEfT 280' �f = �T —-- _ —-°—=��1L�� NRIGHT 280 =r== I= V : I S SIG NT DI TAO -__I--1-1---- FOWLER STREET ■ �,�.� �`,, FOW f------- i SIGHT DISTANCE PLAN VIEW 0 30 60 90 m zU o m F�1 w ' CO m o U N OZ o� z co JY> M 01 J M Q w U Ir r J = 00 a� m a- Zw 0(A OQ mO maEr D J Z v U Z(3 0 > (D o �j LL o F+1 Z 0 > N rn V W Q a w z O J > va w a 0 O azw i./ W O W w Q rn= m U DESIGNED BY: UVN DRAWN BY: I ARC CHECKED BY: JLT 14,PLT/H /O'F vr�G' Un / 9 Jimmy L. Taggart Lic. No. 22841 W4 A�OS3IONAL EEC'`}'i, C C T Y L U z c Q OT J L _I m LU u< a W _ J C!) Co = N 0 W D_ < 0 � F 0 X C Q W < \ C w k ` m DATE: 02-17-2021 SCALE: V=30' JOB: 8438 SHEET: 30 OF 51 0 45n 44! 44( 43! 43( 42! 42( 41! 41( 9 NOTE: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THEM IN IMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 6' FROM THE GROUND. 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. MAINTENANCE TO BE PERFORMED BY HOA. SIGHT DISTANCE PROFILE VIEW FARROW COVE @ FARROW CIRCLE 410 455 455 450 450 445 445 440 440 435 HT OF-ONECT 435 430 430 425 425 420 420 9 75 10+00 11+00 12+00 13+00 14+00 15+00 SIGHT DISTANCE PROFILE VIEW FARROW DRIVE0FARROW CIRCLE SIGHT DISTANCE PLAN VIEW 30 SCALE: 1 0 30 60 90 I U o m W �o Z Z OU N OO(D JY> J 1-- 01 Q w U Q r J = 00 a� m p�� ) W -V 0FD ¢O U Q Q Q J Z v U ZO 0 FD i o �j W 9 F+1LL Z V1 O > o v aw N W Q z J > O C) w a _ > Oaz� i./ OU O W w �a rn= rn U z 0 a z U w H Oz z O d or N 0 H Q 0 z PLT/HO'F v rj / 9 Jimmy L. Taggart Lic. No. 22841 W4 A�O��SBlONAL 4� a Z T > Y w U T Q ww O W J W a 07 m W L O 04 LL] D_ a J C/) Co w Faao z U E- 0 w D_ U Q Q § El p "° O J � � w a� w ` m a O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1"=30' JOB: 8438 SHEET: 31 OF 51 DATE: 02-17-2021 SCALE: 1"=30' JOB: 8438 SHEET: 31 OF 51 94 I 0 NOTE: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THEM IN IMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 6' FROM THE GROUND. 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. MAINTENANCE TO BE PERFORMED BY HOA.TO BE MAINTAINED BY THE HOA • �__ �`�7l'7i1111Cii,ItT.1�� ©_�_ �_ ' • • • •• •• •• •• •• •• SIGHT DISTANCE PROFILE VIEW ASHLIN COVE CcrD FARROW CIRCLE SIGHT DISTANCE PROFILE VIEW LLOYD COVE Car- FARROW CIRCLE SIGHT DISTANCE PLAN VIEW 30 0 30 60 90 SCALE: 1 I U o m W �o Z Z O N O0(D JY> J 1-- 01 Q w U Q r J = 00 ¢� m p��) W U Q Q Q J Z v U Z� 0 FD i o �j W o F+1LL Z 0 Z rn � i o v aw N W Q Z J > O /•� v a w a Oaz� i./ OU O W w Q rn= rn U z O a z U w 0 C z z 0 a or N 0 H Q 0 z PLT/HO'F vr�G' U Jimmy L. Taggart Lic. No. 22841 W4 A�O��SBlONAL 4� Q Z � ¢_ T � Y w U T Q ww O J W a w m m M o ILL LL] D_ 0 a J C/) Co w Faao z �° E- 06 w D_ 6 Q Q § El 0 Q X < J � w a w w `� W Q 0 G: DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1"=30' JOB: 8438 SHEET: 32 OF51 I/ I 0 450 44' 44( 43' 43( 42' HILAH ALLEY (NORTH) SIGHT DISTANCE PLAN VIEW 42( HILAH ALLEY (SOUTH) SIGHT DISTANCE PLAN VIEW 41' A 2 450 445 440 435 430 425 420 415 25 SIGHT DISTANCE PROFILE VIEW HILAH ALLEY (NORTH SIDE) (a) FARROW CI 450 445 440 435 430 425 420 415 410 25 SIGHT DISTANCE PROFILE VIEW HILAH ALLEY (SOUTH SIDE) @FARROW CIRCLE NOTE: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THEM IN I MUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 6' FROM THE GROUND. 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. MAINTENANCE TO BE PERFORMED BY HOA. 30 0 30 60 SCALE: 1 U o m W COo U Z Z OU N O 0( JY> to J 0) Q w U Q r J = a- 0 Q m p��) W -V ,ow M O O D Q Q Q J Z v U Z� 0 FD i o �j W o F+1LL Z 0 Z rn � i o v aw N W Q Z J > O v a > a _ U) Oaz� Wo W Q �Q m= rn U z 0 a U 0 0 oz z 0 or N 0 a 0 0 z �PLT/HO'F vr�G' rj / 9 Jimmy L. Taggart Lic. No. 22841 W4 "31ONAL 4� Q Z o cl T � Y W U T Q ww O J W a W 07 � m W � O LL] D_ O a J C/) Co w Faao z (° 06 w o_ 6 Q p OC § El O wp x o �_ < J � w Q w w 0 m a O G: DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1"=30' JOB: 8438 SHEET: 33 OF 15, 50 0 50 100 150 Xx _ �// / / / / � /--_�\\\\\ � \ \\\\ SCALE: 1"=50' Xx fl \\\\ —430 \\\ l/ /ll \� \\\\�Jl / l \� \ l�//\ Irl ��\ \ it P I I / — ! �C. 1 ) \ l ( (/�/ � � \ °� \ \y �--- 11111 r I1'll �%\— I I 1 1 1 \\ \r— �/ / / / J / i I I llr:l/JIrI�II \1\ I I \ 1 1 I I / / / / / \\ \ \ \\ \ �` L `� �� ✓ ( I I \ \\ \ \\\ \\\\\\\\—��\ \�\ \\\ 1 \ \ \ l J J / �1 / —� \ \ ✓ v< / o I \ — \ \\ \�\ \\\� \ 1 / -91 J f J / I ( I 1 I I \V�/� / //�Jl/%//�/%— Vv\�\ \ \ 1 ) 1 / �• / v v v ✓ — I � � `� �- :' � ...v � l y — 90 I♦ ice— / V 1 V A � l --v A 1� v I) A J I I \ v / / �,��/_�f�//i�/// // — -- lV v vl \ i / Y c.• v ♦ / �i� — v v v \ I v \\ V 1I \ 0 \ \ \\\\\\\\ 111\�1\ \Z\ • y / // // //(/ / / I/ I / \/i l.ii�'%'////// /�/� i` \ 11l\ 1 \ I I I / ♦ I \ /� 10,0� II 1 1 //i�� / 0 �/ /// /// � J��j/ j/ j//_. /— � _ —_\\ 11` 1 I I I 1 �C ♦ � 2S ♦ / \� \\ \ `(/ \ C,� or \ \ \ j \I\ / 1 \ \ \ ' \ v — �a3z/ �Aq \ � �/ /� X /�' /� � / ! / / J / / / /, � _ / / /� / 1 �,... � �-- \`\\ ,\✓ ..34— ✓ \ \ \ ti\ \ I 1 1 j/ 4*-- ;/ / ( / / — 1 1 J90 ////// \ ---s / J / / l / / / /�^\ \ / ti — / / \ /i / I / II t I I 1 � / l \ / ti / — — -i �� 1 AV1V\\VII ' f r / 4� i / / �! ^` \�/ ✓ � - / , ,.. \ 1 \111 a% lV IVI I I \ \ V 1 1 A \ °°r /1( /i//% \ \ 1 J1(/ ll/ l / /— J J / ---- �p4�'/ //—II J/I 1 I —//✓ \ e // '✓�✓ /1\I 1\\�\\111111\ I1(( '//ri'�—\\\ �\ II( I// / li' — 1' / _ / II j % I ��Z / i C� \ i i� ✓�/ — j - \ ( 1\\\\ \\111111 II l l / _ � � L \ \ r / / *r^ �" L_ / / / , — / � / / ✓/ / C• ;. / J I 1 1 I I I III \,' / _m / II� I I I �II1I IIII�IIII IIII�IIII II I / // / � � ) 11 J/� l I (I ! � k2 , � i1 � / / / , � �/ J f 1 �' . I � _ � \ J J / •se � _ -! f I I I I I I I I) I I // / \ \ ��°I//J \ ` / \\// , I / ) f / Al I I l \ 1 1 I\I-- ---� \ % / 1 / .• '+,',\ j --, ✓✓, � o / �\ / I I I \ ✓ �,,r.:(,.. 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Taggart LIC. No. 22841 sv` A�oF�Ss10NAL E�Gl}W z O 0 T— > i w U Ir T Q Q O J W J m w m _ LU O � z J co co F Q Q o Q _ � w 00 Lu D_ U Z Q W uj a'" 0 ❑ Q _j O Lu ~ a > w J � LU W Q G= DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=50' JOB: 8438 SHEET: 34 0F51 450 32 31 30 39 39A 37 19 1 2 r4 5 450 O 00 00^ J J 445 N O J Z N J N•- 445 00 dm M M m N I a - a o - 0 o J o o—— — 0 440 o 440 0 U CD Z x 435 435 EXISTING GRADE Of 430 430 - ---------- -- 425 z �— — 425 — — - —, z — -- J ------------ --- 420 o — ' 420 W ' _ a , 415 — — _ 00 ,- 415 Z 410 -- 410 M - W - ________________ _ --- - --- J 405 ---- — 405 - N 67'- a0 400 400 ---------------- ------ — f 395 N M Min W, 395 N M N LL 0 O 390 n n o v n 390 N W M i r W ul O� .-. M W f0 t 0] M N .p .0 in O M O T Lb M N O M O O N M N to II a + v + a N 385 II M n 385 n > > z z II z _ zz - - -- z - z aEEZ >> » > » 380 z_z_ v __ zz zz I I U)-- v __ 380 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1 +00 81 00 455 450 445 440 435 430 425 420 415 410 94 460 455 450 445 440 435 430 425 420 415 410 18- VERTICAL SCALE 111 = 10' HORIZONTAL SCALE 111 = 30' 6 7 8 9 10 11 460 00 LLJ J w U M — cn d — — — 0-1 — — C O— EAPNIG GRADE CD — _ _ ' — _ — _ _ — — W J K I __ ______________ - --- J ou OPOSED GRADE --- ----- ------ -- ---------------------------- w - --- f--------- _ f. I GO N ce0� 00 Lnw 00 W O O O M a a N O Z w H > > > > H 100 N_ zz 10_ cn_ 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25 12 ���JlJCi� L9�iiLf■■■i� �G��■ICJ �■�■■■i■ram � rr�■�■©� �■.6d■■■i.■� .■I��■■■■■ice --`�V1R:R1'if:�a■9=�11AY1� ■—!!!9�'11P�� �IR�a�ii"rs • Gam^ @�— ��7■I`i■■i7■I� ■I�•]■■■■ice ��i�l�■I■I� ■II�i7■I�— � ••i■■i■01■■i ■■I��� ��11� t=it—L•�� l�Pi'i F.�■F.1_� 175 00 00 00 10, 4E 455 4` 450 4` 445 4, 440 4, 435 41 430 41 425 4: 420 4: 415 4 410 4 25 0 5 0 5 0 5 0 >8i 5 0 D �i �r7 -i • MWA tC1NC1.li� —1�N �7Ri �Irr_s 16 :,i f; 5X•M F.301 MAN DIMN, 455 450 445 440 435 430 425 420 415 410 25 7 A g w 7 i � o U -° O Z z U) f0 :jYa 2 J > 0 H 0 Q J � <r J = -yi 00 ¢U) DO Z =w Q "0 O� wo 0 W UQ �¢ J Z v U Z� Uh OIr > o w x o LLZ its O Z � 5; No v ¢ o v W N Q Z J > U U � > a J O a w 0ow �Q m= rn U Z 0 a K N 0 oz Z a a z U 0 C3 Z U /' +/ (y11 r9 �7 Jimmy L. Taggart Lic. No. Qr 22841 4? A�OFESSIONAL ENGl}w Q Z O Ir T > in w O J E~-� U Q T J O w LU a m v J L 0 W J Q Q 54 �=c-90 c 06 w D- 0 a Q P4 Q W x o /� J LL W Q > 94 94 J � H W F3 C/] m Q 0 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 35 OF51 44` 44C 43` 43C 42` 42C 41` 41C 40` 40C 39` 39C 38E 18 445 440 435 430 425 420 415 410 405 400 395 390 385 25 VERTICAL SCALE 1 " = 10' HORIZONTAL SCALE 111 = 30' 57 430 4 430 J 425 425 II _ 420 420 / 415 �- 415 / 410 410 . J / O W / rn 405 405 a D 103.35' 400 400 395 395 M 390 390 r- W K 385 385 M 380 380 oocc) — 0) 375 375 m J W M Z 370 370 a v)__ � 365 365 360 360 0 a v 355 355 _ � m ELEVATI A. 350 350 v O _ 7 345 345 _ � Q 340 340 335 335 O 330 330 M M ---------------- ^ H 325 325 ---- ------------ zz 320 320 0 �^ N M N M 315 315 310 310 9 75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18 00 - 36" HDPE ® 0.53% U m W �o U U' R - O Z z (O �Ya 2 O In J > O H0) M < Lu 0 Q T J = OU ¢0 m a Z = w a 0(l)Ir0 0 W UQ nIr a IE JZ v0 Z� O> o h.j w o F+i LL W Z Orn � i No v aw Q Z LLi ty`fJyl' J O U CC> _ d J }n� z W O �►/ 0 C) Fil w 0Q rnIr = M 0 z 0 a iz U 0 r 0 z z o z 0 d u U 0 0 z �oPyT/HO'p `I�c f ! y Jimmy L. Taggart Lic. No. 22841 W4 A�olp S, NAL E�C'1+ Q Z O Ir Y W O U � F T Q J O w W a U m U Q U LU D- LL J Q Q w W D _ O 06 Ll D- U a Q LU O U ° w � J � Lu Q Lu J � E-i LU (3 M m Q O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: 1,11T DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 36,51 oP CULVERT OUTLET PROTECTION SPECIFICATIONS OUTLET PROTECTION IS SIZE IN ACCORDANCE WITH PLATE 3.18-3 OF THE VIRGINIA EROSION CONTROL MANUAL. Wo=15" *3=3.75' La = 14' MIN W = Do + La = 3.75 + 14.00 = 17.75' *DESIGN ENGINEER RECOMMENDS FULL CHANNEL WIDTH MIN 14.00' CL I RIPRAP VDOT EW-1 HEADWALL T 15" HDPE PIPE H do Q1 = 2.94 cfs C- CLASS RAP w 4" = 3.48 cfs Q10 MIN. DEPTH 4. W = (W z 4.74 cfs UNDERLYING FT z a �C) J L� POST -DEVELOPMENT DRAINAGE AREA TO CULVERT: 1.81 acres MIN DEPTH OF To = 13 min (TR-55) C= 0.51 RIPRAP = 24" 010 = 4.74 Cis Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3DCR) by Autodesk. Inc. Fire Road Culvert Invert Elev Dn (ft) = 404.00 Pipe Length (ft) = 141.40 Slope (%) = 16.97 Invert Elev Up (ft) = 428.00 Rise (in) = 18.0 Shape = Circular Span (in) = 18.0 No. Barrels = 1 n-Value = 0.012 Culvert Type = Circular Culvert Culvert Entrance = Smooth tapered inlet throat Coeff. K,M,c,Y,k = 0.534, 0.555, 0.0196, 0.9, 0.2 Embankment Top Elevation (ft) = 432.00 Top Width (ft) = 20.00 Crest Width (ft) = 135.74 Elev (ft) Profile VFMA.,., 429.00 424.00 419.00 414.00 •/• 404.00 Calculations Q min (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ft/s) Veloc Up (ft/s) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) Flow Regime Wednesday. Feb 10 2021 = 4.37 = 4.37 = 4.37 = 4.37 = 0.00 = 3.00 = 4.55 = 405.15 = 428.80 = 429.18 = 0.79 = Inlet Control 1.00 • 11 • M -14.00 -19.00 -24.00 399.00 11-29.00 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0110.0120.0130.0140.0150.0160.0170.0180.0190.0 Reach (ft) 43! 43( 42! 42( 41! 41( 40! 40( 39! 39( 9 43 43 42 42 41 41 40 40 39 39 38 FIRE ROAD CULVERT PROFILE 39A 38A 38 _ � J D U M D_ a_ U 0 V� 00 E � o o no Ld -+7 a Ca > 75 10+00 11+00 V) - 12 435 430 425 420 415 410 405 400 395 390 00 140 135 130 125 120 115 110 105 100 395 390 385 D0 43( 42! 42( 41! 41( 40! 40( 39! 39( 38! 38( 9 NOTES: 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95%COMPACTION. 3. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 8. VDOT STANDARD IS-1, INLET SHAPING, IS REQUIRED IN ALL STRUCTURES HAVING A 4' OR GREATER DROP. 7. VDOT STANDARD ST-1, SAFETY STEPS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH GREATER THAN N. 8. VDOT STANDARD SL-1, SAFETY SLABS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF 12 OR GREATER. 430 425 420 415 410 405 400 395 390 385 380 25 U o m W CO o U - z ZcoN O t�Ya 02 J > Vico 0-rno 2a J o a � J = CO Qyi 00 ¢� m "O dZ =W a Oco Wo 0 w Oa moo= J Z c=i Z� W i o h.j W o F•+�1 W U' V] O Z Q to z J > O U w w a J } 0 > o = z w W CO aO0 W Ca Ir a rn= rn U z 0 a u w 0 H in oz z 0 a a N 0 0 0 z ��PyTH aF `ff,�2 U� 7 ! 9 Jimmy L. Taggart Lic. No. 22841 44 ADO"*81 0NAL ET�f'1}E+ Q z O Ir T > Y W U r a Q O Lu m CO t1 m U J Co Dr LL o _ w a ° a J U) M z rx F Q Q : W 2 N ° O o 06 a - If 2 o Q LU x o E- °° > W w m Q O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 37 OF 51 VDOT 2-YR LD-204 STORMWATER INLET COMPUTATIONS VDOT 10-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS VDOT 10-YR LD-229 STORM DRAIN DESIGN COMPUTATIONS U o Inlets* Page, Hydraulic Grade Line Computations Page, Pipes* Page, U OZ '^ vi �yI "O W h.j o m (3 N Z� f0 �YQ 0 _ > J H- D) Q J C) Q J = � 0 Z< m Q- Z IE a O CO w O o °a �I ° �Zc=i Z� (D o o W U' Llne Inlet Drn Inle Runoff Incr L) I] Inlet Curb Junct Gutter Gutter Cross Cross Gutter Gutt F�+�1 1� f-�..5 F� /y .�`i`fJ�l' O�/ F4 O LL Z rn 01 01 o v d U ° r W N W Q CO Z J > O U U) Lu a ~n> >r> =C)w a0o W Q rn= rn U Z O a cc u w H Q Storm Sewers Stor+. Sovem,2,'t, A� Storm Saws Inlets* Paget Hydraulic Grade Line Computations Paget Pipes* Paget OZ L-t Z O a oc N r O z PyTH OF• o r: !' U {ylf 9 Jimmy L.Taggart Lic. No. 22841 W4 .4�o�Essl ONAL Q Z 0 fL T � Storm Sewers Stor+. So vem ,2,'e. w Storm Saves s J Hydraulic Grade Line Computations Page3 Z0„-< Q J -i W a m �% Q L1J o 0 J Q Q z _ � o 06 W D- U O p Q J el W a > W 0 E- � P4 w E- � W fn m a 2 0 I g t 1 Q er No. ID Area Time Inlet CceH t] Carry Capt Byp EH Lan Type Slope Wldth SI, Sw SI, Sx Depth Spread lac) (min) (inlhr) (C) (cts) (cfs) (cfs) (cfs) (%) (ft) (fUft) (ft) Ittlft) (ftlft) ( Line Inlet Dmg Inlet 1 Runoff Incr L) Q I] Inlet Curb Junct Gutter Gutter Cross Cross Gutter Gutter No. ID Area Time Inlet Cneff t] Carry Capt Byp EH Len Type Slope Width SI, Sw SI, Sx Depth Spread (ac) (min) (infir) (C) (cfs) (cfs) (cfs) (cfs) (%) (ft) (fUft) (ft) Ifutt) (Wft) (ft) lft) 24 8 0.25 5.0 5.04 0.80 t O7 0.12 0.80 0-33 77 4 00 Curo 0.020 2.00 0 080 0 020 0.20 a 13 25 9 0. t 6 5.0 5.04 0.80 0.65 0.05 0.58 0 12 83 4 00 Curb 0.020 2.00 0 080 0.020 0.17 2 59 26 t0 O.ta SA 5.04 070 Oa9 0.00 044 0.05 90 a00 Curo 0.020 2.00 0080 0020 0.75 t89 27 1 t 0 25 5.0 5.04 0 70 0.88 0.00 048 0 4t 54 2.50 Curb 0.020 2.00 0.080 0 020 0.19 3.34 28 12 0.15 5.0 5.04 0.80 0.61 0.00 0.37 02& 62 2.50 Curb 0.020 2.00 0.080 0 020 0.16 2.16 29 13 0.60 5.0 5.04 0 60 1 82 0.00 1.62 0.00 100 72.00 Curb Sag 2.00 0 O80 D 020 0 26 6.83 30 14 0.70 5,0 5.04 0 70 2 47 0.00 247 D 00 t00 t2.00 Curb Sag 2.00 0 080 0 020 0.29 8.39 31 15 0.22 5.0 5.04 0.80 0.89 0.23 1 12 0.00 100 70.00 Curb Sag 2.00 0 O80 0.020 0.23 5.42 32 76 0.73 5.0 5.04 0.72 0 47 0.00 0.47 0-00 700 8.00 Curb 0.063 2 00 0 080 0 020 0.12 t 50 33 29 0.21 5.0 5.04 0 72 0.76 0.00 0.72 0.04 94 6.00 Curb 0.030 2.00 0.080 0 020 0.16 2.25 34 20 0.11 5.0 5.04 0.72 0.40 0.00 0.35 0 OS 88 4 00 Curb 0.030 200 0 080 0 020 0.13 1 62 35 21 0.28 5.0 5.04 0.72 1 02 0.00 t02 0 00 100 8 00 Curb 0 025 2.00 0 080 0 020 0.19 3 44 36 22 0.36 5,0 5.04 0.71 129 0.00 t.29 0.00 t00 10.00 Curo Sag 2.00 0080 0.020 0.24 5.96 3 7 23 0 36 5 0 5 04 7 0 2 t t 3 0 00 1. 7 3 0 00 , 00 1. 2 00 aro 0 04 a 2 00 0 080 - 0 020 0 19 3 34 36 24 0 26 SA 5.04 0 72 0.94 0.00 0.80 0 14 85 6.00 Curb 0 044 2.00 0 080 0 020 0.17 2 32 39 25 0.12 5.0 5.D4 0.72 0.44 0.14 0.55 0 03 96 6.00 Curb 0 040 2.00 0.080 0 020 0.14 1.76 40 26 0.44 5.D 5.04 0.72 t 60 0.03 1.62 0.00 100 8 00 Curb Sag 2.00 0 080 D 020 0 27 7.73 a1 a0 O.a2 5.0 5.04 Ob5 t 16 0.05 t.18 0.04 97 8.00 Curb 0-030 2.00 0 080 0 020 0.19 3 71 42 a9 0.29 5.0 5.04 0.56 0.82 0.04 0.85 0.00 t00 8.00 Curo 0.030 2 00 0-080 0.020 0.17 2 60 a3 38A O.DO 0.0 0.00 000 0.00 .... .... .... MH .... .... .... .... .... .... 44 38 0.59 5.0 5.04 0 70 2 OB 0.01 2.09 0.00 T00 12.00 Curb Sag 2 00 0 080 0 020 0.27 7 52 45 51 1.81 13.0 3.60 0.51 3.32 0 00 3.32 0 00 100 .... Hdwall .- .... .... .... .... .... Project Fee, 202t0210 Block l0 Rivanna. stm Number of lines: 45 Date: 211212021 NOTES Intensity = 46.43 / (Inlet time + t0.50) " 0.81 - Retum oeriod = 2 Vrs. ', "Critical depth Line Size O Downstream Lan Upstream Check JL Minor coeff loss Invert HGL Depth Area Vel Vel EGL Sf Invert HGL Depth Area Vel Vel EGL Sf Ave Enrgy elev elev head elev elev elev head elev Sf loss (in) Icfs) (ft) Ik) Iftl (srlftl lftis) (ft) (ftl (%) Ift) Iftl (ft) (ftl (svftl Ifus) IRI Ift) (%) (°/1 (ftl (K) (ftl 1 36 28.75 322 34 324 74 2.40 4.23 4 74 0 72 325 46 O.000 126-97 323.11 324 84 j 1 73"' 4.23 6.79 0.72 325 56 0.000 0.000 n!a 0.97 n/a 2 36 29.22 323.31 324.84 t 53 364 8 04 0.73 325.57 O.OW 138.76 325 04 326 79 1 75^ 4,28 6.83 0.73 327, 51 0 000 0.000 nfa 0.37 n/a 3 36 29.46 328.28 328.95 0.6T 7 18 25.07 0.73 329 68 0.000 67 496 337 73 339 49 t 76" 4.30 6.85 0.73 3a0.22 0-000 0.000 n!a 0.26 n/a 4 36 29.86 343.23 343 92 0 69' 1.22 24.52 0.74 344 65 0.000 111.99 357 84 359.61 1 77`• 4.33 6.89 0.74 360.35 0 000 0.000 nla 1.00 0 74 5 36 30 t2 363 34 364.01 0.6T 1.16 25,53 0 74 364 75 0 000 72.468 373 64 375 62 t 78" 4.36 6 91 0 74 376 36 0 000 0,000 n!a 0.75 n/a 6 36 30.39 379 34 380 01 0 6T t 19 25-59 0 75 380 76 0 000 76.094 390 37 392 16 t 79'• 4.38 6 93 0.75 392 90 0 000 0.000 Ma 0.95 n/a 7 36 30.82 395 87 397.3D 1 43' 3.32 9.28 0.76 398 OS O.00D 118.57 396.89 398 69 1 SD^ 4.42 6 97 0.76 399 44 0 000 0.000 nla 0.50 n/a 8 36 29.32 397 0 9 396 72 7.63' 3 91 7.49 0 7 3 399 44 0.0 D 0 D . 1 3 34 397.61 3 99 36 1 75" 4,29 6.84 0.73 400. 09 0 000 0.000 n!a 1 4 5 n /a 9 36 4 22 0 7. 39 61 399 36 1 55 3.60 6 0 7 0 60 399 96 0.000 74 000 398 18 7. 399 D J 1 52" 3 60 6 22 0 60 4 00.30 0.000 0.000 ! n a 1_ 00 0 60 10 36 20.78 3%.38 399.70 132 300 693 0.57 400.27 0.000 60.536403.69 40515 146" 342 6.07 0.57 405.73 0.000 0.000 n!a 0.50 nfa 11 3 6 20 6 8 a 3.89 0 40 .2 5 2 1 33 3 0 2 6 65 0 57 40 .7 5 9 0 000 1. 6 846 404 20 405. 6 6 1 4 •• 6 3 4 1 6. O6 0 b7 40 .2 6 3 0 0 0 0 0. 0 00 ! n a 1 0 5 n/a t2 36 20 Oa a04.40 a05.72 t 3T 2.99 6.70 0.56 a06.28 0.000 33.160 a0a.56 a06.00 t a4'• 3 34 6 00 0.56 a06S5 0 000 0.000 nfa t39 0 78 13 36 16,84 404.76 406.02 7.26' 2.81 6.71 0 54 406.55 O.00D 86.951 405.20 406.59 1 39" 3 20 5.88 0.54 407,13 0.000 0.000 n!a 1.38 0 74 to 36 17.95 a05.a0 a06.64 1 24` 274 6 54 0 52 a07 t6 0 000 32.669 405.56 a%.92 1 36" 3 10 5.79 0 52 407.44 0 000 0 000 n!a T 00 0 52 15 24 76.03 405.76 a06.92 t 15 1.88 8 53 0 68 407.59 0.000 73.499 411.37 412.8t 1 44•' 2.43 6.61 0.68 413.49 0 000 O.ODO n/a 0.76 0.52 16 24 75.94 4t1.57 413.07 1 SD` 2.54 6.29 061 413.69 0.505 67.265 411 91 41341 1.50 2.53 6.29 0.62 414.D3 O.SD6 0,506 0.340 1.20 074 17 24 74.87 412.01 414.15 2 DO 3.14 4.74 0 35 414.50 0 369 33.1 18 412.24 414.24 2.00 3 14 4.73 0.35 414.59 0 364 0.366 0 721 0 87 0 30 78 24 14.78 41244 414.54 2.00 2.32 4.71 0-34 414.89 0.364 84.267 419.69 42t 07J t.38" 2.32 637 0.63 421.7t 0.535 0.450 n!a 0.76 0.48 19 24 14.54 479.79 427.07 1 28 2,13 6J)2 0.62 427.70 0.000 64.602 420.70 422.07 1.37" 2.30 633 0-62 422.69 0.000 0.000 n/a 0.50 031 20 24 73.50 420.90 422.07 t 17 1:91 7.05 OS8 422.66 0.000 25.052 421.70 423.02 1 32" 2.20 6.13 0.58 423.61 0.000 0.000 n/a 1.31 077 21 24 72.57 421.90 423.02 1 12 t.81 6.93 0.55 423.57 0.000 41 237 424.78 426.05 1 27" 2 11 5.96 0.55 426,61 0.000 0.000 nJa 2.70 n/a 22 24 t 1 43 424.98 426.05 1 07 1.72 6 65 0.51 426.57 0.000 274.64 29.43 430.fi4 1.21 •` 1 99 5.74 O 51 431,15 O.ODO 0.000 n/a 1.24 n/a Project File 202102t0 Block t0 Rivanna stm Number of lines: 45 Run Date: 2/12l2021 Notes ' depth assumed; " Critical depth.: j-Llne con[ams hytl. Jump ; c =Cir e = ellip b =box Line Size O Downstream Lan Upstream Check JL Minor coeff loss Invert HGL Depth Area Vel Vel EGL Sf Invert HGL Depth rea Vel Vel EGL Sf Ave Enrgy elev elev head elev elev elev head elev Sf loss lift) (in) (cfs) (ft) (ft) Ift) (soft) lfus) (ft) (ft) (%) (ft) Ift) (ft) (ft) (sgft) Ifvs) (ft) Ift) (%) (°/) (K) (ft) 23 24 9 87 429.63 430.67 1 D4' L65 6 00 0 46 431.13 O.000 97,629 430.19 431.31 1 12" 1 82 5.44 0 46 43177 0.000 0.000 n!a 0.50 0,23 24 24 9.03 430.39 431.42 7 03' 1.63 5 56 0 43 431.85 O.OW 136.92 431.07 432J4 1 07^ 1 71 5.27 0.43 432,57 0 000 0.000 n/a 1.50 0 65 25 15. 2.42 a31.27 432.14 0.87 051 265 025 432.39 0.000 140_D4 440.75 44t 37j 062•' 0.61 3-97 0.25 441,62 0-000 0.000 n/a 0.50 012 26 75 7 74 440.95 441,46 0 51* 0 47 3 70 0 20 441,66 0.000 100. 37 441.46 441.98 0.52" 0 49 3.57 0.20 442.18 0 000 0.000 nla 1 48 n/a 27 t5 t 14 441.66 442.07 0 41' 0.35 3 29 0 15 442.22 0 000 27.828 441.80 442.22 0 42" 0 36 3.75 0.15 442.38 0 000 0,000 n/a 7.00 n/a 28 18 6.09 a31.27 432.18 0.91' t12 542 041 43259 0.000 27.833431.4a a32.39 095•' 118 5-t4 047 432.8D 0000 0.000 Ma 0.94 n/a 29 18 5.50 431.64 432.56 0.92' 1.14 4.82 D.36 432.92 0.479 118.96 432.21 433,13 0.92 1 14 4.83 0.36 433.49 0.482 0.480 0.571 1.08 0 39 30 15 3 21 432.41 433.52 t _ 71 1.15 2 78 0 12 433.64 0.187 33.580 432.58 433.56 0 98 1 04 3.09 0.15 433.71 0.227 0.207 0.069 1.00 0 15 31 I5. 115 429.63 430.64 tot 0.36 t_08 015 43D.8D O.OW 27,833431.84 43226j 0.42" 036 3.76 0.15 432.42 0.000 0.000 n!a 7.00 015 32 15 0.61 424.98 426.05 107 0.23 0.55 011 426.tfi 0.000 23.15642544 42575 03t •' 0.23 264 011 425.85 0.000 0.000 n!a 1.00 n!a 33 24 8-BS 397 81 399 36 1 55 1 70 3 40 0.43 399 79 0.000 82 431 a 13.88 414 94 j 1 O6" 1 70 5.24 0 43 415.37 0.000 0.000 n/a 0.92 0.39 34 18 809 at3.88 a1a.9a t 06 t3a 604 0.53 a75.47 0.000 59.660 ata.a8 a75.58 t 10'• t.39 5.82 0.53 at6.1t 0000 0.000 n/a 0.50 n/a 35 18 779 414.68 415.58 0.90 t,11 7.03 0.51 476,09 0.000 130.13 417.94 419,02 1 OS" 1.36 5.72 0.51 419.53 0.000 0.000 n!a 0.50 0.25 36 18 6.63 416.13 a19.16 t 03' t30 511 041 a19.57 0.506 25.681 a18.26 a19.29 t03 t30 510 040 419.70 0.504 0.505 0130 T 13 046 3 7 1 8 1 5 7 418.45 419.75 1 30 1. 07 3 17 0 36 4 1 20 1 0 000 55.553 418,73 4 19 60 0 8 7" 1 07 4. 83 0 36 41997 0 000 0 ODO n/a 0 50 / n a 38 15 3.63 4t8.93 419.74 0.81' 0.84 4.31 0 29 420.03 0.473 48,631 419.16 419.97 0 81 0 84 4.31 0.29 420.26 0.474 0.473 D 230 t50 0 43 39 15 2.55 479.35 420.40 7 OS 0.63 2.31 0 25 420.66 0 000 7D.305 419 77 420.35 0 64" 0 63 4.04 0 25 420.60 0 000 0.000 n/a 0 61 n/a 40 15 2.07 419.91 420.47 0.56' 0.54 3.87 0.22 420.69 0.000 71.190 420.27 42D.84 0.57•• 0.55 3.77 0.22 421.06 0 000 0.000 n!a 7.00 n/a 41 15 2.42 403.88 404.26 0-38' 0.32 7.57 0.24 404.51 0.000 34.000 a04.85 405.47 0 62" 0 61 3.97 0-24 405,72 0.000 0.000 n/a L50 0.37 42 15 1.06 410.35 470.77 0 36' 0.29 3 69 0.15 410.85 0.000 65,087 410.63 41124 0.47•' 0 34 3.08 0.15 411.38 0.000 0.000 n/a 1.00 0 15 43 15. 2.63 405.76 406.92 1 15 1 18 2 22 0 OS 406.99 0 123 56.671 406.04 406.% 0 92 0 97 2.71 Oil 407,08 0.177 0. t 50 O.D85 015 0.02 44 15 2.70 140614 406.98 0.84 0 66 1109 0 15 407.13 0.238 7D.933 406.49 407,15 0 66" 0 66 4.10 0.26 407 41 0.492 0.365 0 259 1,00 0 26 Project File 202102t0 Block t0 Rivanna stm Number of lines: 45 Run Date: 2/12l2021 Notes ' depth assumed; " Critical depth.: j-Llne contains hytl. Jump ; c =Cir e = ellip b =box Line Size O Downstream Len Upstream Check JL coeff Minor loss Invert HGL Depth Area Vol Vol EGL Sf Invert HGL Depth Area el Val EGL Sf Ave Enrg Line Inlet DnS[m Drng Inlet To i Flow Invert Invert Lino Line Line Capac Val Pipe No. ID Ln No Area Time Sys Rate Dn Up Length Slope Size Full Dn Travel lac) (min) (min) (inlhr) (cfs) (N) (ft) (ft) (°,6) (in) (cfs) (fUs) (min) 1 53 Oudall 0 OD 0.0 16.3 4.28 28.75 322.34 323 11 126.977 0 61 36 56.26 4 74 0.53 2 54 1 0 00 0.0 t 5.8 4.35 29 22 323.31 325 04 138.168 1.25 36 80.85 8 04 0.57 3 55 2 0 00 OA 15 5 4 38 29 46 328 28 337 73 67.496 14.00 36 270.35 25.07 0.27 4 56 3 0 00 O. p 15 0 4 44 29 86 3a3 23 357 8a 117.997 t 3.0a 36 260.% 2a.52 0.45 5 57A 4 0 00 0.0 14.8 4.48 30.12 363.34 373 84 72.468 t 4.49 36 275-02 25.53 0.29 6 57 5 0 00 0 0 t4.5 4.52 30.39 379.34 390 37 76.094 74.50 36 275.08 25.59 0.30 7 34 6 0.57 5 0 14.0 4.58 30.82 395 87 396 89 118.572 0 86 36 67.01 9.28 0.45 8 33 7 0 02 5.0 13.6 4.64 29-32 397 A9 397.61 103.347 0-50 36 51.25 7 49 0.41 9 32A 8 0.00 0 0 13.2 4 70 22 4D 397.81 398 18 74,000 0.50 36 51.09 6.07 0.39 10 32 9 0.10 5.0 12.9 4.76 20.78 398 38 403.69 60.536 8.77 36 213.99 6.93 0.34 v 37 t0 0.23 50 725 a.81 2068 a03.89 404.20 61,848 Q50 36 SLtS 6.85 0.35 72 30 17 0.57 5-p t2.3 4.84 20.Oa a0a.40 a04.56 33.160 0.48 36 50.19 6.70 0-19 13 39 12 037 5,0 11,8 4.93 78.84 404.76 405.20 86.951 0.51 36 51.40 671 0.54 14 39A 13 0 00 0.0 11,6 4 97 77.95 405.40 405.56 32 669 0 49 36 50.56 8.54 0.21 t5 37 t4 006 SA 71.3 50t 16.03 a05.76 411.37 73.499 7.63 24 67.68 8.53 0.24 16 79 15 0.32 5.0 11,1 5.05 t 5,94 417.57 411.91 67.265 0 51 24 1742 6.29 0.22 17 16 0 O6 5.0 11.0 5.07 14.87 412.01 412.24 33.118 0.69 24 20.42 4.74 Oil 18 2 17 009 SD 70,7 5.13 14.78 412.44 419.69 84.267 8.60 24 71.87 a.71 0.29 79 3 t8 029 5.0 105 517 74.54 419.79 42070 64,602 t,41 24 29.08 6.82 0.23 20 4 19 0 27 5.0 10.4 5.19 13.50 420.90 421.70 25.052 319 24 43.79 7.05 0.09 27 5 20 0.32 5 0 10.2 5 22 t2.57 a21.90 a24 78 41 237 6.98 24 64.75 6.93 0.77 22 6 21 0.17 5.0 9.0 5.46 11.43 424.98 429.43 274.648 1.62 24 31.19 6.65 1.2D 23 7 22 0.25 5.0 8b 5.57 987 429.63 43D.19 97,629 0.57 24 18.56 6.00 0.49 Project Fle: 20210210 Block 10 Rivannastm Number of lines: 45 Date: 2112I2021 NOTES Intensity = 49Ag 1 (Inlet time + 9.85) " 0.75 -Return period = t 0 Yrs. Gitiwl depth Line Inlet DnS[m Drng Inlet To i Flow Invert Invert Lino Line Line Capac Vol Pipe No. ID Ln No Area Time Sys Rate Dn Up length Slope Size Full Dn Travel lac) (min) (min) (inlhr) (cfs) (N) (ft) (ft) (°k) (in) (cfs) (fUs) (min) 24 8 23 0 25 5.0 7.8 5.75 9 03 430.39 431.07 136.922 0.50 24 17.27 5 56 0.75 25 9 24 016 5,0 6.7 6.04 242 431.27 440.75 140.045 677 15 18.20 2,65 113 26 10 25 0 14 5 0 5.5 6.38 1.74 440.95 441 46 100.375 0 51 15 4.99 3 70 t 16 27 tt 26 035 5.0 5.0 6.54 t to a41.66 a41.80 27.828 0.50 t5 4.96 329 0.50 28 12 24 O75 5.0 5.9 6,27 609 a31.27 a31 A4 27.833 0.61 t8 8-89 5.42 O.t3 29 13 28 O 60 50 5.2 6.47 5.50 431.64 432.27 118.963 0,48 18 7 87 4.82 0.64 30 14 29 0 70 5 0 5.0 6.54 3 21 432.41 432.58 33.580 0 51 t 5 4.98 2 78 0.21 3T 75 22 0.22 5,0 5.0 6.54 115 429.63 431.84 27.833 7.94 75 1971 7.08 O.a9 32 16 21 0.13 5 0 5.0 6.54 0.61 424.98 425.44 23,156 1.99 15 9.86 0 55 0 77 33 29 8 0.21 5.0 7.6 5.79 8.89 397.81 413.88 82.431 19.50 24 108.19 3.40 0.48 34 20 33 Oil 5.0 7,4 5.84 8 09 413.88 414 48 59.660 1.07 18 71.41 6.04 0.22 35 21 34 028 5A 6.9 5.96 779 ata.68 a17.9a 130,132 2.5t 18 t8.01 7.03 0.48 36 22 35 036 5,0 6.8 5.99 6.63 418.13 418.26 25,681 0.51 18 809 511 011 37 23 36 0 36 5.0 6.5 608 5 17 418.45 418.73 55.553 0.50 18 8 08 3 17 0.31 38 24 37 0.26 5.0 6.3 6.15 3 63 a18.93 419.16 48 637 0.47 15 a.61 4.31 0.27 39 25 38 0.12 5.0 5.7 6.32 2.55 419.35 419 71 70.305 0 51 15 5.01 2.31 0.56 40 26 39 044 SD 5.0 6.54 2D7 419.91 420.27 71,190 0.51 15 4.97 3,87 0.70 41 40 9 042 SD 6.3 6.16 2.42 403.68 404.65 34.000 2.85 15 71.82 7.57 0.28 42 a9 41 029 5.0 5.0 6.54 106 a10.35 a10.83 65.087 0.74 15 6.01 3.69 1.25 43 38A 14 0 00 0.0 5.5 6.37 2.63 405.76 406.Oq 56.611 0.49 15 4.92 2.22 0.4q 44 38 43 0.59 5 0 5.0 6.54 2 70 406.14 a06.49 70.933 0 a9 15 a.91 3 09 0.54 45 51 Oudall 1.81 73.0 13.0 4.74 4.37 404.03 428.00 141.3% 1695 18 46.64 2.88 0.95 Project Fle: 20210210 Block 10 Rivannastm Number of lines: 45 Date: 2112I2021 NOTES Intensity = 49Ag / (Inlet time + 9.85) " 0.75 -Return period = 10 Yrs. Gitiwl depth DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 3VOF 51 I \ m U o m w s �o U i 3 d N 435 435 Q� Q a w 0 450 450 440 440 ¢ w � = ca 430 430 �, O U = W m _ ¢? oG o a 445 - 445 435 435 425 425 W Q Z o Ir o� 440 - - 440 430 430 HORZ SCALE 1:30 Z (7 N 420 0 420 VERT SCALE 1:10 -EXISTING SRADEr,V 0 435 0 435 425 0 425 415 - - - - - _ - 415 W w Z N 0 -- o NOTES: a � m 430 430 420 420 w N W 410 410 1. MAINTAIN A MINIMUM OF 3' OF COVER OVER PIPE. a a z > o 2. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. ¢ vw w a 425 425 415 415 405 405 3. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 'x co > a w 4. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. O 420 420 410 410 a/ o 0 400 400 CO a rn= - _ rn U 415 415 405 405 395 395 410 0 M M M 410 400 400 Of Of o o It 390 390 41 405 405 395 a a 395 a u 385 385 N _ _ z O 400 - 400 390 v -'-'- _1 390 9 75 10+00 11+00 11 25 9175 10+00 11+00 11 75 380 a _ _ _ 380 a�—c 9175 10+00 11+00 11125 w 0 • a 0 425 425 y O z 420 420 415 415 zo a z 410 410 u 405 405 u � 400 400 a 0 395 395 0 OF z 390 0 "' 390 11 385 385 380 380 TH OF vI�C 375 375 370 0 370 Jimmy L. Taggart Lic. No. 22841 44 365 365 A�OFEi9SIONAI 360 360 355 r 355 Q Z 350 350 0 T i pq o w 345 ~ - - 345 U _j JW U] 340 - - - - v N 340 _j_00 m U Q rnLf)o� w LL p 335 — — — — n p 335 < p W 330 - - - - - Z - Z 330 z fW� --- Q Q 7 W 325 - - 325 O 06 w Q 320 v 320 0 w : rrE, SPECIALTY C NTRACTOR, AS N p X Q rn M O < Q U] 315TO MAKE 315 w z > W J 310-- 310 w 305 0 �� N .N 305 Q o 0 300 > n 300 zz �x 295 - - - 295 9 75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18450 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 39 OF51 44 4 4 4 4 4 41 41 4 4 3 3 3 3 3 3 3 5 p i11 MANSIONS i:167111R1eJ.7:11J �7Ei�rit] •Mlllilm M Comm _ m n 0 !i • �M.��.IG7 sa �iJ _ S _ W t•9 �i 7J311111.`lilill7_111itJ—J�r © =M I= III= �mm —��—� i11P� tT.t• MEN! mm W I= mmo mmoi'a_=on imon MEN! W �— MEN! mm —i-"aimRt III IN �— MEN! mm �— MEN! JYi m_ mm �mm�a.�mm� �mm��mm� I= 10I MINE n■ mmo— mn �n��n� mm�—mm� CIc$ rsr s — — fFiCl�.'.1sf7� ial_.T.7�111� �— J1� loss mn--n�—u� III— �� • n■ mn �n��n� �— .. - - - - -�om —Imp loss mon 01 11 �_ —Imp loss monIJ T.11ri_7_7!!•,'��� fle: 2 .� . ■��— .. Im_ loss ■mom loss on �• Im_ MINE MINE MINE f t ��lr ��—MEN! MEN! MINE W- ��� �MEN! MINE MEN! mm � i III —ice MEN! mm ��k�©��R!•�— ���— /I MEN! W _ _ ���--/— MEN! mm ME. F�i�J��l.'.7lIII — I ���--�— MEN! W ON" MEN! I FINK IMI MEN! W� F7 IIIFa- - IIIIIHEZ��—l1aI��GH1• : w�fMINE —�� S!1 �- d - - ss�. �:1�-1101■I�MINE IllllI mm MINE W —1'iiWMINE 1101E MM MINE MINE 0� ® I:+aomm� MINE �aF C� Irt� MN MINE MINE u L7 1 IJI�I� Ffl 1 • •• 1 11 11 •• 11 11 •• . 11 11 HORZ SCALE 1:30 VERT SCALE 1:10 NOTES: 1. MAINTAIN A MINIMUM OF 3' OF COVER OVER PIPE. 2. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. 3. MAINTAIN 1.6 MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 4. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 460 M N P 460 i 455 455 0 0 0 GRADE0 450 - 450 445 w — — — — — — — 44SO =FIKUHU�)LD UK; w 440 w 440 ao - ~ 435 - t- 435 _ t- N 430 Z 430 x 425 425 v vv 420 420 r- M00 M, N4 4M M M M Q + 415 415 z zz 410 N-- V)--- z 410 27 50 28+00 29+00 30+00 31+00 32+00 33+00 33 75 4 4, 4. 4 4 4. 4. 4. 4. 4 460 455 450 445 440 435 430 425 420 415 00 445 440 435 430 425 420 415 410 405 400 395 390 385 380 375 370 365 50 U o m w CO COo U NN OZ o� z co JY> M 01 J M Q w U Q r Ir J = OU a� m w y W Q UIE �Q JZ v0 Qy' Z� tr i Ql o �j LL o F+1 V_ Z Z i N rn V D W N V a w Z Q > O /•� J v a w a z O az� i./ W O W w Q rn= rn U z 0 i= a z U w 0 a 0 O z z 0 L it N 0 w a 0 0 z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT 14,PLT/H /O'F U (�//�/� /' 9 Jimmy L. Taggart Lic. No. 22841 W4 A�O��S3lONAL C C T Y L U Z c Q OT J L J m w � U < C w D- _ C!) Co _I = N 06 W D_ F 0 X C Q LiJ ~ < \ C w F ` m a w O 04 a P4 w 04 H in DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 40 OF 51 I \ m U m w m o U° OZ z U) 0(D �Y� J s^ Q 00)) ¢¢w Q V�)I T J = �1 CU ¢� m aZ =W a O � w 0 0 W UQ �¢ _ ¢ J Z v U ZO !r C7 ° > o O o Fii W Z WZ � CE > No v Fes+ a W ° v N W Q z J > O va w a J } V > = 0 W O az OU 0 Fil W ¢ CO ¢ rn= rn U * Lateral I avert is cat ulated as (I rrvert at Main + 1.59 + (Lateral Length x 2%)) * "All laterals are to be left no deeper than 3.0' below finished basement or slab elevation. All laterals that hake a separation less than 3.0' are to be considered Hung Sewer** Z O a 0 Z w 450 Y 450 0 445 - 445 O z rr 440 NVI - CD 0 440 z � i x / z 435 435 o_ w -ROPOSED GRADE 430 430 0 i 425 i 425 i 420 -� _ _ - i - 420 0 415 415 z 410 410 } N 405 405 PATH OF 400 0 0 400 otygt� 1> 395 395 ¢ Jimmy L. Taggart 390 - - - 390 A Lic. No. 22841 1? 9 75 10+00 11+00 12+00 13+00 1.3475 w OFEi9SIONAI. E�Gl$ 450 Y Y1 450 Q rn W 445 445 O o Ln r q 440 0 440 W Y W x 435 435 z U ir En OT2 � '-XISTING GRADE J J LU m x 430 430 m U Q C� Q LL 425 z _ 425 w Cl) CY) OF Q Q z 420 420 = CV 00 0- O _ f�= 415 = / - 415 0 � W 410 - 410 O Q Q W �w LJJMOISTURE C011TE11T Cc Q HORZ SCALE 1:30 119.41"' 81, DIP 5 CL59% --48.0 uIr v U.jwo 91 11 � I 405 BACKFILL 405 J VERT SCALE 1:10 400 ° 400 m Q Z NOTES: 395 395 0 0� 0 0 o v, 1. MAINTAIN A MINIMUM OF V OF COVER OVER PIPE. 390 v 7 v ^ Q v 390 2. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. a o ¢ O 00 N 3. MAINTAIN 1.6 MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. o ° - 4. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 385 n 11 ± + 385 zz -- >- » 380 --- N-- m___ M__ --- 380 9 75 10+00 11+00 12+00 13+00 14+00 15+00 16100 BELVEDERE BLOCK 10 SANITARY LATERAL SCHEDULE C Invert N Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 367.20 18 30 368.15 407.00 38.85 D-E Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Dill. Between BF and Lat. Inv. ** Lot # 380.64 9.84% 17 104 18 392.83 407.00 14.17 E-F Invert In Percent of Pie Length From Str Lateral Length Lateral Invert " Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 397.06 3.94% 15 45 10 400.62 410.00 9.38 F-V Invert In Percent of Pie Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 401.24 0.52% 16 45 10 403.26 419.00 15.74 G Invert N Percent of Pi Len h From Str Lateral Len h Lateral Invert * Basement Floor Dill. Between BF and Lat. Inv. ** Lot # 403.18 14 21 403.95 412.00 8.05 JJ1 Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Dill. Between BF and Lat. Inv. ** Lot # aoa.z7 1.03°� 9 16 15 406.33 416.00 9.67 10 84 14 407.01 410.00 2.99 13 92 87 408.61 410.00 1.39 J7 Invert In Percent of Pie Len h From Str Lateral Len h Lateral Invert * Basement Floor Dill. Between BF and Lat. Inv. ** Lot # 405.50 11 9 406.02 410.00 3.98 12 40 406.66 410.00 3.34 J-K Invert N Percent of Pi Len h From Str Lateral Len h Lateral Invert " Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 404.27 4.03% 8 200 19 414.31 424.00 9.69 K-K1 Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 415.03 1.57°h 7 70 15 418.02 422.00 3.98 4 90 70 419.48 422.00 2.52 K1 Invert In Percent of Pi Len h From Str Lateral Len h Lateral Invert * Basement Floor Dill. Between BF and Lat. Inv. ** Lot # 416.50 6 11 417.06 427.00 3.94 5 45 477.77 421.00 3.23 L-M Invert In Percent of Pie Length From Str Lateral Length Lateral Invert * Baseme Q-R Invert In Percent of Pi Length From Str Lateral Length Lateral Invert " Basement Floor Diff. Between BF and Lat. Inv. `* Lot # 435.86 0.52% C3 4 10 437.67 432.00 -5.67 C2 43 10 437.87 432.00 -5.87 R Invert In Percent of Pi Length From Str Lateral Length Lateral Invert " Basement Floor Diff. Between BF and Lat. Inv. " Lot # 436.63 C1 10 437.17 432.00 -5.17 B4 10 437.17 433.00 -4.17 R-S Invert In Percent of Pi Length From Str Lateral Length Lateral Invert " Basement Floor Diff. Between BF and Lat. Inv. " Lot # 436.63 1.38°.6 B3 36 10 438.91 434.00 -4.91 B2 64 10 439.30 435.00 -4.30 B1 98 10 439.77 436.00 -3.77 T Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. " Lot # 439.34 A4 10 439.88 450.00 10.12 T-U Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. " Lot # 439.34 1.04% A3 40 10 441.54 451.00 9.4fi U Invert In Percent of Pi Length From Str Lateral Length Lateral Invert " Basement Floor Diff. Between BF and Lat. Inv. " Lot # 440.36 A2 10 440.90 452.00 11.10 Al 10 440.90 453.00 12.10 W 1 Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 403.50 19 10 404.04 407.00 2.96 20 10 404.04 407.00 2.96 W-X Invert In Percent of Pi Le h From Str Lateral Len h Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 402.52 7.87°k 21 33 10 406.91 410.00 3.09 X-Y Invert In Percent of Pi Len h From Str Lateral Length Lateral Invert " Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 412.16 225°� 22 12 10 414.22 416.00 1.78 23 68 10 415.48 418.00 2.52 24 130 10 416.87 421.00 4.13 Y-Y7 Invert In Percent of Pi Len h From Str Lateral Len h Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 416.30 11.87% 25 12 10 419.51 425.00 5.49 Y1-Y2 Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 422.85 4.69% 26 10 10 425.11 428.00 2.89 Y2 Invert In Percent of Pie Len h From Str Lateral Len h Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 425.33 27 10 425.87 429.00 3.13 Y-Z Invert In Percent of Pi Length From Str Lateral Length Lateral Invert • Basement Floor Diff. Between BF and Lat. Inv. •` Lot # 419.30 1.52% 11 76 18 422.41 431.00 8.59 12 110 18 422.83 432.00 9.07 H1 130 10 423.06 434.00 10.94 13 138 18 423.35 432.00 8.65 14 174 18 423.90 433.00 9.10 H2 175 10 423.75 434.00 1025 15 202 18 424.32 433.00 8.68 H3 210 10 424.28 434.00 9.72 I6 238 18 424.87 433.00 8.13 H4 262 10 425.07 434.00 8.93 17 298 18 425.78 433.00 722 H5 302 10 425.68 434.00 8.32 I8 332 18 426.30 432.00 5.70 Z Invert In Percent of Pi Length From Str Lateral Length Lateral Inve DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 41 OF 51 RET. WALL BY OTHERS. LINES — \ \ \ \ / IJ DENOTE WALL & GEOGRID t' (TYP) - TREE SAVELl (DECIDUOUS TREES) A' -37 bl IL �/ /—\ \ \\\\\ \ \ \\ \� \ \ \/ \\— \E�-/ / ✓— \ —�/ _--- / / \--/ // \ / / / of T I /� —i�i / puce �°� `�� / /J� // r/ / �// V� ,� —44i 1 I I / l _ \ \ \ \ \ 1 u cc uce �•'�_,`` / /// / \� uce — m 4 -36 NEW BELVEDERE INC — -4— — J; . / 2 `Q f O TMP 62G 07E03�SF VACANT \ ZONING: NMD r \ — �Fnn, — — \ \ / J 2.18 ACRES I I ,I� \ �\ J / \ \ \ \ \ '01 .'' \ \\��\�\\\\\\�\\\� \ ,�S���r ,,��'/ /�/ L�..• �._ �\ 1/ /���\`ill � \�. �� —.� / o ��1 pfl j PAR K 14,550 SF / \ / �•� \ , -- TTjj _ 0 — �— SuAW PROP. 2 '. jj LOT W 6, -- uce ---- . S uc1ENT Uce e ucFasUG — �c F / o F — — J oPE� e • '�� / / / SPACE F 7 7_ \ \ \ III \` \\ III III III L /I � _ � — \ \ \ I I � — � 7•(Jp ,I,T�y ° TE\ I I / / I II ----— LL / to r L - r1 Ln I a r III L` 1 OT / 1 �:•_: \ 4,G, / 19 \ I I I /L T I ( / �j I/ �' ` \ _I I D VEL�PM t\ II III \ /\ / II I /� L - F URE i \ \ I < III I - ' — / \I \ \\ a SF ` \ Ij II � > F TUR \ - , ✓::.:::;,� ,, \ I DEVEL MEYVT II ` R \ \ \ � �I I�I \ \ DEVE �MENT / `III \: r ": •' \•' ti / ERSY PUNEablA a \o \ u ucE cep 015Ei6 L� — 1� UGL —— �L[L=SF --=/ / w::'\. D�tip\ �•.a uce \ AV uce ucc —� u� u _ u <• e. ce — UGE�— GE UGE — ucr— ucr— ucr——u�j'uce —uce ce u uce uce F��"����� \\ \ / \ 1 I \ I I I \ / / / \\ --� ^� Imo. •J' ! I ' / 0 \ 01/1//F F�dg a\ �TRAIL \\ I \ I \ I ( I 1 r /� ..� �•. e. .... \ I V 41< / 9 o. \\v\\ �\\ \\� \.. u / \\\ \ NEW BELVEDERE, INC \ \ \ \ \ \ TMP 62— 16D 60 III OPEN SPACE \ \ \\ \\ \ \\ \\ \ \ \ — I.eI III II I {— _ _ \`_/ \ \ �° \ \\, �• \ \- \\ / \ ZONING: R4 75.0ACRES � s w O z z Utn' N t0 �YQ 2 J vs F-0 �Q J O rn Q T -fLL W � J = 00 Q � m LLZ =w Q 0� wo 0 w OQ �¢cr a JZ vU za > N LOU) C7 � LLZ rn W N W Q Z J > O J } � > _ z w W a0O w � �Q m= rn O z 0 d z u 0 0 z� O Z z a u V N t] 0 0 Z o/�o^�S� PyT/H OF 1 /7 Jimmy Taggart Lic. No. 22841 4�Ir .d�OFESsl ONAL E��l}4+ Q Z O ¢ T � Y W z O r 2 E--� J J w m w Q m acy) LL LL at Lu LL H J co Q z o z 06 W D- 0 a Q w x p p Q ° J W ~ a z Fr W 0 m a DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 42 OF 51 W vJI ��8 �jr o �'OC U� O � \ O V 30 0 30 60 90 � SCALE: 1 "=30' MATCHLINE SHE ' / I \ I r \ 43g. �l � I�/�C^\ II �.• I L-- �------PROP�20' S T��w\�o I � �?��n� uJ �' / � / I � � � •1`\ I _ I i i / S�y,� _> r T \ I / — I :. L — � — • �:: r' . J r � h r /) I I� / f \ `�' \ I I (1 \ I I I \CF I I _ � I ,•`� 0''�" � / / 'l / / I ` \ �\ LL' � ,� .� ° t�'. ' I // "� / t 1 \ 1 \ � t I \ \L \\ �/W .\ 4 .'L � « S /o'3'r ; � / / \\ ; � :.\.. \ _�� — / r /J/ PO /�O��titi, 11 \�> I \\�\ •�- I j II II I \\I j \\ >�� z l /// �—\// ' /%- \�i , 4., I� 432 uce L EN__ � / / / s / /J / I / I I 1 \\ � � 7. / � p�'' DIS NCE g / � �:• • . � ..: — � \ �/ I CEJ.� — pIST N/ � I � i I li i P -�eH a, � \'�'��R a390-a3'JO— �\ / / Y 5�,�. g - I'. I \ // / ` \ �s \ \ / l �. __ ,\. . •- ,-N ���� -d °---\ \ ",� � J , ti. / � / /— 1;000yyy / � / � i / r J \\\\\ \ � / / \ \ \ � _ ` � \ 1 --- - --•.- --I - r— � \ \ � ZZ� 2Q / \ ti / I l l 49�F� 1 _ \ ✓ / 11'�,' 1 I1_7r2.8o 5.� _ TREE SAVE (DECIDUOUS TREES) VDOT NOTES: `___ 1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF \\ \\ � \\ \\ \" \\ TRANSPORTATION. \ \\ \ \ 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT ,- — \ DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA- - v BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO \ \ \ \ \ PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS \ \ \ \ \ \ \ — — — — — — — — — — _ _— U o m w cf)0 Lu UO z ZON �fD �Y Q L80) aW o Q� �t J = �V 00 ¢� m Z ICE) w (Orco o w 0Q mwf-r for a J Z v U r� Zcr O FV FD > N W W 0 0 CcLL Z rn > No v IL ° v tIl N w FFT Q N Z _1 > O U Lu a J icn> =�W O a O 0 w a= U Q rn U z 0 d N W Q 0 OO z z Ay 0 W a 0 0 z PyTH OF. U ? Y 9 Jimmy L. Taggart Lic. No. 22841 W4 �OF�`SSIONAL 8T\Gl{`v a z O T > Y J z O T_ H Q J w m w Q a m � a at w LL H ] Q co z o � z3B6- a- O off w o U a w a O0 Q° oC w aEL Q J co W ° m aIr DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: 1,11T DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 43IF 51 ra r", 14 N m 0 d .. MA J A i a4 � o= !gd p I� 0 --NORFOLK SO .a'e'2a:.•a.5•'.00i.�•':::'se;5:'e0•'oa.'!>•,0a�b...0a.a•.a•.. .J�..- �- e Soy;a':':':�%�E.':�.�•'3!':'2��.'•'e��oo:0•��.:�:�:,:�:,��,.;�ye a,:��;.aaae r 0 I� ° O �v a O NOTE: THE PURPOSE OF THIS SHEET IS TO SHOW THE EXTENT OF THE TREE SAVE AREA USED IN THE CANOPY CALCULATIONS FOR BLOCK 10. THIS SHEET SHOULD NOT BE USED FOR SCALING THE DRAWING 11 1 200 400 60f aLA LEGEND PRESERVATION EASEMENT DB. 5277 PG 305 ALBEMARLE COUNTY STEEP SLOPES OVERLAY -MANAGED ALBEMARLE COUNTY STEEP SLOPES OVERLAY - PRESERVED ® ZMA CONSERVATION AREA ZMA PRESERVATION AREA MV,ftVAkVAkVAkVAlVAlVA,VA= VAMAVAMAVAM MAVAMAVAMAVA VAMAVAMAVAM IVIAVA--AVAM-. A U o m w �o z Zd 00 :jYQ 2 �/� J v1 H 0) 2 Q J O T Qi 00 aU) m EE = w Q OFD wo 0 w OQ Mir Er az �C z� 0Ir xw WZ LL Cn oZ `1 W N w Q fn Z J > O Uw�> a J } C) > O w o o O W w Ir U Q rn= rn U z 0 d 0 W Q 0 z 0 z z 0 a w 0 0 0 z �O�4sPyT/H CF. `f�G uyra o� /r Jimmy L. Taggart U.. No. 22841 44 A�O��SSIONAL ET�O�}4+ Q z O Ir T > W z C) O T d m v m :n c`) < 0 w w a O H H Q Q o i 06 w v a. Q W � ~ z x Ej a O 0 Q ° cl LU ~ Q > ~ n W m Q 2 0 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=200' JOB: 8438 SHEET: 4 OJ51 94 DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING IS�LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 TREE PROTECTION NO SCALE REINFORCED RUBBEF HOSE, ARBOR TAPE, NYLON WEBBING 'RUNE DEAD OR DAMAGED 3RANCHES. DO NOT PRUNE ,ENTRAL LEADER. REINFORCED RUBBER HOSE, \RBOR TAPE, OR NYLON WEBBING 2X2 HARDWOOD STAKE PLACE TOP OF ROOT BALL SLIGHTLY ABOVE GRADE. SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1/3 OF BALL ON UNDISTURBED SOIL DECIDUOUS TREE PLANTING DETAIL NO SCALE GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 10. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. VDOT NOTES: 1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS County of Albemarle Conservation Plan Checklist -Tn be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I. The following items shall be shown on the Plan: la Trees to be saved: Limits of clearing (outside dripline of ages to be saved); Location and type of protective fencing; id Grade changes requiring tree wells or walls; 6d Proposed trenching or tunneling beyond the limits of clewing. 2. Markings: 0 All hees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. m No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Tree preservation and protection measures shell be reviewed with the contractor on site. 4. E ui tent O mr io nd Stonee: Heavy equipment, vehicular traffic and storage of construction materials including sail shall not be permitted within tIt driplInes oftrees to besaved. 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. �Fires: tb Fires are not permitted within 100 feet of the dripline of trees to be saved. 2. Tosic Mat ri Toxic materials shall net be stored within 100 feet of the dripline of Irees to be saved. 8. Protective F�encin Treece s m he retained within 40 fed of a proposed building or grading activity shall be protected by fencing. Ed Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. TmlJ. [� When the ground level must be raised within the dripline of a tree to be saved, once well shall be provided and a construction detail submitted for approval. 10. _Tree W 1111u m Whcn the ground level must be lowered within the dripline a tree to be saved, a Iree wall shall be provided; and a construction detail submitted for approval. 11. Tm It P T a ' When trenching is required within the limits of clearing, it shall be done as far away from the trunks oftmes as possible. Tunneling under a large vee shall be considered as an alternative when it is anticipated that necessary munching will destroy feeder roots. 12. Gl Mctive fencing shall be the last items removed during the final cleanup. 13. Data frees: Damaged Imes shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE. DEVELOPER'S RESPONSIBILITY TO CONFER -WITH THE CONTRACTOR ON TREE CONSERVATION 08/10/2020 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 vagrz 1 of PLANT SCHEDULE STREET TREE REQUIREMENTS STREET TREE CALCULATIONS - PROPOSED ROAD D 647.2 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 25.9 STREET TREES REQUIRED 26 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED ROAD N 1456.5 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 58.3 STREET TREES REQUIRED 58 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED ROAD O 114.4 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 4.6 STREET TREES REQUIRED 5 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED ROAD P 401.3 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 16.1 STREET TREES REQUIRED 16 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED ROAD Q 114.4 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 4.6 STREET TREES REQUIRED 5 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED ROAD S 114.4 LINEAR FEET OF ROAD FRONTAGE @ 7 TREE / 50 LINEAR FEET = 4.6 STREET TREES REQUIRED 5 STREET TREES PROVIDED STREET TREE CALCULATIONS - SECONDARY ACCESS ROAD 124 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 5.0 STREET TREES REQUIRED 5 STREET TREES PROVIDED CANOPY COVERAGE REQUIREMENTS 20% TREE CANOPY REQUIRED TOTAL SITE AREA = 95.75 AC OPEN SPACE = 84.98 AC NET SITE AREA = 10.77 AC TREE CANOPY REQUIRED TREE SAVE AREA PROPOSED TREE CANOPY TOTAL TREE CANOPY = 2.15 AC (20%) = 54.31 AC (43.45 * 1.25) = 1.22 AC (1.3%) = 55.53 (58.0%) KEY QNTY. BOTANICAL NAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE AREA (SF) TOTAL (SF) Canopy Tree AR 27 Acer rubrum "Brandywine" BRANDYWINE RED MAPLE 2.5" Cal. B&B 452 12204 GT 21 Gleditsia triacanthos inermis "Skyline" SKYLINE THORNLESS HONEYLOCUST 2.5"Cal. B&B 481 10101 QC 27 Quercus coccinea SCARLETOAK 2.5" Cal. B&B 419 11313 QP 26 Quercus phellos WILLOW OAK 2.5" Cal. B&B 419 10894 UP 19 Ulmus parvifolia "Allee" ALLEE LACEBARK ELM 2.5" Cal. B&B 423 8037 Understory Tree AA F 5 jAmelanchierx grandiflora "Autumn Brilliance" JAUTUMN BRILLIANCE SERVICEBERRY 6-7' Ht. B&B 130 650 TOTAL 53,199 LEGEND AUTUMN BRILLIANCE SERVICEBERRY P ALLEELACEBARK ELM SCARLET OAK WILLOW OAK u SKYLINE THORNLESS HONEYLOCUST BRANDYWINE RED MAPLE (1.22 AC) A U o m w H CO - U NN OZ z U) O� JY> M J 0) maw U (n a r J = OU a�' m 0- Zw W n¢a Dpe0 M°a ° J Z v U ZO Ir_ lA i o F+1 lLL L Z MV1 O Z > o v W �I z N w a J > O va w a OazW °o 04 w Ca CD IE rn U z 0 r a a U w 0 0 O z z 0 d or U 0 w M 0 z �oPLT/HO'F vr�G' U/ Jimmy L. Taggart Lic. No. 22841 1 A�Ole�S3lONAL E�fs`}4, a Z C) ¢ T > Y W J Ir Z U r a a Q O _J W m U a Q w CL O �Cn Qaz o 2 N 0 z 06 IL 6 a p cir)� � O O "° < J w Q w w m a O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT DATE: 02-17-2021 SCALE: N/A JOB: 8438 SHEET: 46 OJ51 L 2016 ROAD & BRIDGE STANDARDS CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: A HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHES AREA N SQUARE YARDS) CURB WHEN REWIRED (CG-2 OR CG-3 IN LINEN{ FEET) GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) PERMISSIBLE CONSTRUCTION L THE DETECTABLE WARNNG SHALL BE PROVIDED BY TRUNCATED OWES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAN, JOINT 5' s5 DOWEL. B" LONG C 12" C-C _ 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SIDEWALKOF IM SECTION 504 OF THE SPECIFICATIONS FOR CC-12 DETECTABLE WARNING SURFACE. 48:1 MAXRAN 1Yi MAX 4 DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS s APPROVED PRODUCT LIST NUMBER 72. v, 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 3. m FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOURED BARS. 4. REWIRED BARS ARE TO BE N0.5 X B" PLACED TCENTER TO CENTER ALONG 4' 8 Ol ` 101 MAX MAX B B ~-, BOTH SIDE F FLOOR, MD -DEPTH OF RAW FLOOR. MINIMUM - MAX _ TYPICAL DESIGN COVER 1T/TRAMP 10:1 y AN S. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE A 5'� 5' \ PERPENDICULAR `TRANS1TIDN GUTTER PAN SLOPE AM 6. CURB RAMPS ARE REWIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF TO 20:1 THROUGH RAW LENGTH A THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN CONJUNCTION A SHARED PATH, THE SHALL BE THE WIDTH r i l ` y )SIN TRANSITION GUTTER PAN SLDPE WITH USE MINIMUM WIDTH OF THE SHARED USE PATH. GUTTER PAJ MAXIMUM SLOPE 20:1 TO 20:1 THROUGH RAMP LENGTH 4• 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE �"� 12f 4 CURB RAMP LADING FLOOR. 121 MA% $'•0" Min. 4'-D" Min. S. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSS 4' AS SHOWN PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD 12.1 MAX. 48:1 MAX. NOT BE LOCATED STOP BEHIND VEHICLE STOP LANES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. TYPE B BALM( OF CURB 9. MAY PLACED ON RADIAL SECTIONS PROVIDED THAT PARALLEL zD: t TYPE A THE C E IN HE LIMITS THE CURB OPENING IS PLACED WITHIN THE LIMITS a THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE LlRO OPENING IS A WITH BUFFER STRIP PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH - " 2 SECTION A -A THE BACK OF CURB. 11. WHERE CURB RAMS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES 12:1 MAX ; m OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE ** DK�` 5'MIN A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE PERMISSIBLE CONSTRUCTIONS MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06 JOINT AND 20407 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4. MIN f AT 2" HIGHER THAN _!\ EDGE OF PAVEMENT - , AT .Y'. * ,SAME AS TOP OF CURB SECTION B-B TYPE C EXAMPLE INSTALLATION METHODS - PARALLEL & PERPENDICULAR NOTES SEE PLANS FOR LAYOUT TRUNCATED DOME h 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF S. .6"-2.4" C-C 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING �I (4-WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW I O O O O O z CONSTRUCTION- L 0 0 0 O O O O O O O O 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 2011 AT THE RAMP OPENING. Y =JY a O - O O O O O O O O O O O O -TF 0000000 00000000 Io 4. DIAGONAL PLACEMENT 5 NOT PERMITTED. �; N LMNDNG RAW + O� yl O Y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "} 0000000 00000000 m 0 0 0 0 0 0 0 0 0 00 0 0 0 0 /- X F A ` DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CROSSWALK CROSSWIK I I BETECTABLE WARNING o AT BACK OF CURB 0.9DWE VARIABLE FIEI WIDTH OF RAAP FLOOR I I II TYPICAL PLACEMENT SEE NOTE 11. BASE DIAMETER _ PAY LIMITS TYPICAL PLACEMENT AT INTERSECTION DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING AT INTERSECTION WITHIN CROSSWALK INSTALLED ON A RADIUS DETAIL DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) wool ORIGINAL SEXED AND DRAWING ACG ISURFACEOFFICE. SR EATCEN SP�"A"C M A 12DRDETECTABLEDRAWARNINGN THE wDDT 12HE DETECTABLESIGNED WARNINGE CGF SUERFACE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) TYPE A (PERPENDICULAR) APPLICATION ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE REVISION DATE SMELT 2 OF 5 04/IN VIRGINIA DEPARTMENT OF TRANSPORTATION 502 504 S02 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204.01 207 cG-12 A -5 DOWELS.$" LONG PERMISSIBLE R AT 12" C-C 5' MN. JOINT NTRUCTION VW a2� 1 z 12:1 M�X']r is 4' MIN 12:1 MAX pp e>\ 12�1 MAX n 1 RAMP RNIP J} WITH BUFFER STRIP / ISLE TI$LE> A (SEE T1BLE1 �TRNNSITION GUTTER PAN SLOPE TO 201 THROUGH RAN LENGTH MN TRANSITION GUTTER PAN SLOPE 121 NMI' TO 20:1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20�1 12.I M" T i� 5'-0.' MIN SHAPE TO MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB 48 : 20:1 be :1 EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT 1� 40 1 LMC!!G MAIL. 2'MN. SECTION A -A I lu45.1 MAX. aKIFL S ME DETECTABLE WARNING SURFACE PERMISSIBLE (ARe CONSTRUCTION JOINT1�' CROSSWALK � SECTION B-B GI'pARss CdRCISTE (LRB NOTES: ONE DIRECTION ONE DIRECTION t FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. WITHOUT BUFFER STRIP WITH BUFFER STRIP NE SEE SHEET 1OF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1AT THE RAMP OPE`x.a 4. DIAGONAL PLACEMENT IS NOT PERMITTED. 1 TYPE 8 PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 /S 6 14 15 wDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 O4/19 CROSS CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP :DRY OF THE ORIGINAL SEXED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFR CG-12 DETECTABLE WARNING SURFACE TYPE 8 (PARALLEL) APPLICATION VIRGNIA DEPARTMENT OF TRANSPORTATION CLUSTER BOX UNIT 308.2 Forward Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 man) maximum and the low forward reach shall be 15 inches (380 man) minimum above the finish floor or ground. Figure 308.2.2 Obstructed High Forward Reach SPECIFICATION REFERENCE 105 502 504 BACK OF 20 : A _14-I PERMISSIBLE CONST. JOINT A\--GUTTE TANGENT PLAN 2'-0" MIN, 1 p TO 20:1ITH GUTTER PAN SLOPE LENGTH TO 20:17HR000H RAMP LENGTH PAN MAXIMUM SLOPE 201 5'-0' MIN. SECTION A -A TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE N PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 1 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 $ 5 5 10 6 7 14 7 13 15 8 15 15 THE REGURED LENGTH OF A PARALLEL RAP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. I ,I M". 2A q T'(P 2' MIN CG-12 AT )K , 2" HIGHER THAN EDGE OF PAVEMENT AT)K)K.SANE AS TOP OF CURB AT M' , 2" HIGHER THAN EDGE OF PAVEMENT AT)K*,SAME AS TOP OF CURB " x a N o a UJ �CROSSWALKH EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET I OF 5. 2. THE SELECTION OF CURB TYPE MID THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRCS PROVIDING THE DIMENSIONS AND SLOPES ARE AS NOTED. 3. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN CAN BE USED WITH ADJOINING BUFFER STRW. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 5'X 5' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 4. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. 5. DIAGONAL PLACEMENT IS NOT PERMITTED. 'UATI(N A COPY OF THE ORIGIN& SEXED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. RECG-12 DETECTABLE WARNING SURFACE M5 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 502 VRGINIA DEPARTMENT OF TRANSPORTATION BU) MAILBOX - ADA ACCESSIBLE 308.3 Side Reach. 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 man) maximum and the low side reach shall be 15 inches (380 man) minimum above the finish floor or ground. 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches 1220 man maximum where the reach depth is 20 9 ( ) P inches (510 man) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 man) maximum. E E �i u (a) (b) Figure 308.3.1 Unobstructed Side Reach E E u E E N 255 mm 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to on element and the high side reach is over an obstruction the height of the obstruction shall be 34 inches (865 man) maximum and the depth of the obstruction shall be 24 inches (610 man) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 man), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum. X EE E v$ n x E E E E 0 7 � IU" max > 1U"-24" max 255 mm 255 mm -610 mm (a) (b) Figure 308.3.2 Obstructed High Side Reach E E ROAD AID BRIDGE STANDARDS REVISION DATE SHEET 4 OF 04119 204.04 12" MIN, CONIC. PAD CBU MAILBOX 12" to 15" PER. USPS RAMP DOWN SIDEWALK RAMP DOWN NOTE: TOT LOT EQUIPMENT TO BE BURKE OR EQUIVALENT. CONTRACTOR SHALL PROVIDE SUBMITTAL TO OWNER PRIOR TO ORDERING TOT LOT EQUIPMENT. 1 SWING 1 SLIDE 2 CLIMBERS 1 BUCKABOUT 2 BENCHES NOTE: FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE ARCHITECT. O I'M PROPOSED WOODEN RAIL TOT LOT FENCE N.T.S. CONIC. PAD 12 CBU MIN. MAILBOX �. RAMP DOWN SIDEWALK RAMP DOWN TOT LOT DETAILS NOT TO SCALE 13[�T8�16 OPTION: WWF (4X4 OR 3X4) CAN BE ADDED BETWEEN POST AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. W O.C.; TYP. PLAN 4 X G X G POST; I" WASH ON TOP. SET P05T A MIN. OF 3' IN GROUND. SECURE P05T WITH QUICK DRYING CEMENT (OR EQUAL). G" HALF -ROUND OR 4 X 4 P05T CAN BE 5UB5ITUTED FOR THE 4XG POST SHOWN AT OWNER'S REQUEST. FENCE COLOR: BLACK 406.4 Landings. Landings shall be provided at the tops of ramps. The landing clear length shall be 36 inches (915 man) minimum. The landing clear width shall be at least as wide as the handicap ramp, excluding flared sides, leading to the landing. CONC. PAD CBU MIN. MAILBOX ' min 91 915 mm HANDICAP HANDICAP RAMP RAMP HANDICAP RAMP B.O.C. C&G C&G F.O.C. r n o C&G CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU at least as wide as curb ramp CENTERLINE STREET Figure 406.4 Landings at the Top of Ramps SCENARIO III -FRONT ACCESS TO CBU WITHOUT SIDEWALK IKi]I7�:7�y�:iA7:77IN7r7a/11�YriliK�7:7:7ZN�[iIN:11[i1�i7�iI:1111O6�111W.Il@Pl i m U r m w 7 i W OZ z U) N pm :jY� Ho _1d) maw O Q T J = OU a� m "p dZ =w a O (1) MO OO o Ir O W 0Q �_ 1/��r711 J Z_ v O Z Q rn , N W 0 W Z CE i p V IL LU N v N W .yQ`Jyl' a Z J > O va w a J } U) O_ O LU Oaz Ate/ C) O Fit w Ir �a rn= rn O z 0 I-_ iz ((ZI H z oz z O a U U W 0 Q 0 O z PyTHO''p 1> Jimmy L. Taggart Lic. N0. 22841 W4 �0FE9SrONAL gt4Ol}4, a_ z O ¢ T > Y W U c a T a Q J J W F m v m A ` CO < 0 Ckj rr W I w J U) Co Z E- = N 0 z z W 10 o 0 W x Co E" O 0 ° J W ~ O J C0 W 0 m C7 Q 2 01 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT DATE: 02-17-2021 SCALE: NA JOB: 8438 SHEET: 47 OF 51 00 m N O Buffer Space � 3 ft min. 6 ft I w/trees I .5 ft min, Plant line I 7 /a min. next to roll top curb 4 in m1n. elsewhere ! I I o • Fi ♦ � ♦'ISfd•wdkJ �. ♦�. ♦.� ♦ ...'• a P TCIMl470.^ W subgrodel If Me utlllty space is paved, construction shall W an cDmpa W subgrade and the trlckness shall motch that of the sldewolk• however, the area will not be considered port of the mlMmum wldth regWred for sidewalk. !f trees are planted In paved pedesfrian areas.they shall be pionted In tree wells that Include a planting grate, approved by the Distr/d A1dmk9strotor's Deslgrw. howe✓er.fhe width of sidewalk passing tie tree well shall be at feast 4 feet In width FIGURE 6 - DETAIL BACK OF CURBS MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE 1/LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION. AFTER BACKFILL. DURING CONSTRUCTION. TOP OF GROUND P 0E 00-- SL it COMPACTION PER COUNTY SPECIFICATION (REMAINING BACKFILL SHALL NOT CONTAIN ROCK CLOD, -OR DEBRIS MATERIAL LARGER 36• MIN. .THM'5"' IN' AW.'DIMENSION. 24" MIN. g.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' MIN. INITIAL,•AACKNLLi (4V LIFTS) O OR AP ROVEIYAECHtiCYEh•BY HAND *T AP.P.ROVED.MECRAA4*TAMPER, EMBEDMENT DIAMETER OF PIPE ','.SPRING.' L1NE.OE'.P1P.E HAIINCHIHG '.'.'.'.'.'.'.'. BI'DDING:'.'9^.MAX; ,'.' ... 4•• MIN... - NO. 68 STONE �' FOUNDATI011•((•SHALL BE REQUIRED WHEN SOIL 'CONDRIONS'.2EH LISTABLE) [ALL PIPE] NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT MH-1 SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MH-1 NOTE FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER 1 ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. a 0 WU w� Uy� .a ICE AW SHEET 1 OF 5 REV.7/01 106.01 HALF PLAN VIEW `%////.1.1.1.1. 111�3�.��r`J I�U//�11.1.1.1.■� �_■���� Ian 61 • • • OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5'' OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION MANHOLE FOR 12'' - 4811 PIPE CULVERTS REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 OJ85 1.437 5 0.7 0,785 TEN 6 ITS 0,785 1.961 7 1.0 0.7 2223 B 1.2 0.785 .485 9 1.4 0.785 2.747 10 1.6 0 785 11 1.9 0.970 --- 1 3.455 12 2.2 0.970 1 3.817 13 2.5 0.970 4.179 14 1 2.8 1 0.970 4.541 15 1 3.1 1 0.970 4.903 16 1 3.4 1 0.970 5.265 17 1 4.0 1 1.173 6.032 INCREMENT 1 0.45 0.582 C� WIDTH OF ENTRANCE EXISTING OR PROPOSED EXPANSION JOINT- SIDEWALK OR SIDEWALK SPACE 0 J W U � rc EXPANSION JOINT E E r v W n U CURB IN u V 9 AQ ENTRANCE GUTTER ENTRANCE G � rc ` ?N O W r i m FLOW LINE �W z'- 03 EXPANSION JOINT ENTRANCE WIDTH DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM IT EDGE OF (PAVEMENT HALF PLAN ( �r CC-98 WIDTH OF I~ENTRANCE LIMITS OF PED.- LIMITS OF PED. ACCESS ROUTE ® o ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE -'St n UNPAVED SPACE WIDTH OF ENTRANCE _ LIMITS OF PED. o LIMITS OF PED. CESS ROUTE ® NO -TRAVERSABLE ' ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE VI IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE E%TEND BEYOND GH EXISTING OR PROPOSED VDOT RIGHT -OF WAY. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS • P' ' '• ..'I UNOBSTRUCTED,STABLE,FIRM MD SLIP RESISTANT oo,e Y,e.e PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A eo Ye4 eYo FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F 3I IF PEDESTRIAN IM ACCESS ROUTES NR ARE BEING ROUTES PROVIDED, A MINIMUM ♦' LE WIDTH IS REQUIRED WITH A MAX. 2t CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD CO-3 OR CG-7, THE CURB FACE ON THIS L_UNP Y K CURVE STANDARD 5 TO R BE ADJUSTED TO MATCH THE MOUNTABLE CURB E ADJUSTEDT. o e• ee 5000: 5 oYe NORMAL GUTTER ® I- ® -------- ® ';X SECTION E-E • E. e. • e. • e. • G.� ' .>. • 4. • p• - e. -bY' • b•eY QbY by •OX TO HIX CHARGE I I e 464'44'e4 a e4o o`A 4-•o4e CLASS A3 IH.E.S.I CON4 oYe o44'; 6" AGGR. BASE TYPE I SIZE 210 t•• 5'-0" I ® POINT OF GRADE CHANGE . - e. ' ?- p, 12X MAX. SLOPE 5'-0" . FOR CURB AID GUTTER ONLY ! • •1:. • t. • t. FOR W K T z z 12 X MAXIMUM INCREASE N SLOPE AT MINIMUM 10' INTERVALS BUILT CONCVRRENTLY ee e•4'4YYe SECTION C-C z z z 3 X MAX IMUM DECREASE IN SLOPE FOR FIRST IW INTERVAL AND 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D D SPECIFICATION `VAT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 2030E d-3A, 3B, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST, BARS D 6 -ygRpR H EXPANSION JOINT 3'-10" FRAME & COVER BACK OF SIDEWALK a JOINT J CUTTE SEE STANDARD IC-2. l Lai BM G " WARPE& 4'• •• 2"GUT TEE2" 6"6"6" BARS B 2„SUBBASE ARS F rm y O _ _ __ HARDWARE CLOTH SSEEE NOTTE 8 x STEPS.'SE .111111 NOTE 5 8' 8" 2.-D.. 6•MN. PLAN SECTION A -A [-A O'uAX. KEYED CONST. JOINT L-VARIABLE - MAX. 20' 2•_0., 6• 2'-6" B" 3.-0�. 2" 1 WARPED F� GUTTER I I iv I B Z� TARS A GUTTER H a� 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N 7.. B S c 1 -- e' - _} _ I BARS F BARS E I,_ B o BARS E 1 1k}^ DUwETER N i WEEP HOLE FRONT ELEVATION BARS F .. p_B.. B.. Buts B E - - (GUTTER REMOVED) s" SX'/.• BENT PLATE SECTION B-B ,•2 N Ii R /A TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 • CC-7 STANDARDS. L2 X2 % 4 v // TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 M LG-6 STMOARDS. G4'ST T�D TYPE A TYPE B y2 X 4" STAID SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2-C-C, WELDED AND IS T BE ANCHORED WITH 1/z' X {'• STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2" ARPR. PAVEMENT 0I-3A � L 0I-38 L 01-3C L WARPED PAVEMENT _ _ _ _ �_ - - s FLOW I/•� I FLOW DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 Di 2 REVISION DATE 12" - 30" PIPE MAXIMUM DEPTH (H) 8' 233 p409 08/10 vIPCINIA DEPAPTMEN� OF TPaNSPOPVATON 302 ��II 1•. 4 . -A . •. . it\-- SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. M1 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS SLOPE TO DRNN TO INVERT OF OUTLET PIPE DETAILS OF INVERT SHIPPING AS SHOWN HEREON ME FOR EXAMPLE, PURPOSES ONLY. EACH MANHOLE AR DROP INLET IS TO BE SHAPED CONFIGURATION TO BEST FIT THE PARTICULAR INLET AND OUTLET Kam^, a CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES 71WCATION IEFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 06.0E DETAIL 1 TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS At CLASS Al DRY RIPRAP 8 fps 18 CLASS I CLASS I DRY RPRM 14 fps 24 CLASS I CLASS I DRY RPRM 19 fps 36 nFTAII 9 SECTION A -A EC-1 NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS. DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH PIN 2. ON ANY INSTALLATION REOURING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS. CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN MOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS At ,I, AND II MATERIALS N ACCORDANCE WITH THE SPECIFICATIONS. 4. S • DIAMETER OF CIRCULAR CULVERT OR SPAR FOR BOX, ELLIPTICAL OR ARCH CULVERT H • DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX. ELLIPTICAL OR MCH CULVERT. • USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE.BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H SPECIFICATION �VDOT REFERENCE CULVERT OUTLET PROTECTION 204 ROAD AND BRIDGE STANDARDS 245 REVISION DATE SHEET 1 OF I I„y VIRGINAL DEPARTMENT OF TRANSPORTATION rN 113.On TABLE OF QUANTITIES DF3A. 3B, 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS a BARS C BARS D BARS E BARS F BARS G WEIGHT FL So.Ft Cu. Yds. No. Lin. Ft. #L No. Lin. FL ♦ No. Lin. FL ! No. Lin, Ft. No. Lin. FL* No, Lin, Ft.R No. Lin. FL Lbs. DI-3A '-6" 1.15 2.26 - - - - 1 5'-7" 3 3'-2" - - - - 6 •- ••22 4' 1.83 2.59 5 1'-6" 2 6'-7" to 6•-10• 3 5'-7" 3 3'-21' 4 V-6" 3 11-6" 4 F-0" 64 .7 5 3•_6.. 6 �- ,. .- .. �.7.� 3 3.-2k' 4 .- .. 3 1•_6kl 4ITT 3.67 3,46 5 5•-6.. 10 W_ ,. ._ " '-7" y y.-2„ 4 .- " 3 1'_6p. 4158 DI-3B to' 4.58 3.905 T-6" 14 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 7•-6" 3 V-6" 4 •. " 204 IT 5.50 4.34 5 9'4" 18 '-7" 3 3'-2" 4 9--1 3 1'_ „ 4 T_ M' 6.42 4.78 5 11'-6" 22 - " to 1 3 5'-T• 3 P-2" 4 IF-6" 3 V-6" 4 11- " 298 16' 733 5.22 5 13--6" 26 6'-7" '- " 3 '-7" 3 3'-2" 4 13--6" 3 •- a 18, 8.23 5.66 5 15'-6" 30 '- '• '- " 3 5'-7" 3 3'-2" 4 15'-6" J 4 11- " 391 20' 9,17 6. 5 17'-6" 34 '-7" •- " '-7" 3 3'-2" 4 17'- " 3 4 1.-0., 438 6' 2.75 3.01 10 I'-9., 4 6'-7" to W-10" 5 5'4" 3 3-2" 8 T-9" 6 2 F- " ITT 8' 3.67 3.45 10 2'-9" 8 6'-7" to 6'-I0" 5 5'-7" 3 3'-2" 8 2'-9" 6 2 1•-0" 158 1 4. 10 3'-9" 12 6'-7" to 6'-10" -7" 3 3'-2" .- „ 6 N164 2 1 i5 4. 3 10 4'-9" 16 '- ,• 0 6'-1 " 5 5'-T' J 3'-Z" 4'-9" 6 2 252 0I-3C 14' .42 4.77 10 5'-9" 20 6'-7" to 6'-10" 5 5'-]" 3 3'-2" 5'- 6 216, 7.33 5. 1 10 6'-9" 24 '- ^ ,_ " 5 5'-7" 3 3'-2" 6'-9" 6 2 - IB' 5 565 10 ]'-9" 28 6'-7" to 6'-10" 5 5'4'• S }'-2" ]•-9"6 20' 9.17 .09 10 8'-9"32 '_ ,• '-1 '• 58 •- 6 2 •_ "439 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. ] # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN N WHICH CASE /2" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER, AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO IN) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACHE AL 1 PLASTICTEFLHARDWARE. MESH OBTAIN TRUE UMTADD FOR INLETS F ffO BY THE DIMENSIONS SMALL BE DETERMINED IM DR GALVANIZED STEEL WIRE. MINIMUM R GA DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FEED CONDITIONS. CON ESHRILIRDWIREWA DIAMETER 0.OR NUMBER 4 MESH HARDWARE CUBIC VMOS OF CONCRETE FOR EACH f00T CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE NVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 THE COST OF FURNISHING PLACING ALL 9. AL ALL REINFORCING STEEL SHALL HAVE A MM. OF 2 IS TO BE L +16" BS./FT.. AT 4.10 C MAT MATERIALS INCIDENTAL TO THEE SHAPING IS TO BE COVER OF 2", INCLUDED IN THE BID PRICE FOR THE STRUCTURE. HE W DENOTES LENGTH OF ONE (1) BAR, 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE WTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO RE MN S. 4. PIPE THAN THE BOTTOM OF THE THE STRUCTURE. E INVERT OF THE STRUCTURE 11- CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED MEDIA, BACK OF SHALL SHAPED WITH CEMENT MORTAR TO (3000 PSI( BE PRECAST CONCRETE IS TO TO D TO CONFORM TO INLET IS TO BE SHAPED PREVENT STANDING OR PONDNG F WATER 4000 P51. PROPOSED CURB, IN THE STRUCTURE. THE COST OFFFURNISHING AND PLACING ALL MATERIALS INCIDENTAL 12. LENGTH OF SLOT (L) WILL, N EVERY CASE, BE PRE SHAPING TO INCLUDED N BD THE BID SHOWN ON PLANS. PRICE FOR THEE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR S. STEPS ME TO BE PROVIDED WHEN H WITH INTEGRAL CURB. CUTTER IS TO BE A ST OR GREATER. FOR DETAILS SEE STANDARD ST-I. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14 STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI -NB, REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 1211 - 30" PIPE( MAXIMUM DEPTH I - 8' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION IDa.10 FRAME y�' RAISED LETTERING IC-2 SLOTT/x" A y4" x 1'/i' SLOT 4jVS TO WATE P APPROXIMATE WEIGHT )'4 • RINSED LETTERING CAST IRON FRAME 86 3 4 LEIS COVER 83 ± 4 LBS. COVER SECTION A -A SECTION B-B NOTES 1. THE LETTERS V.D.O.T. ARE OPTIONAL. IF USED THE LETTERS ARE TO BE CAST IN THE DEPRESSION IN TOP OF THE COVER 1" WIDE AND RAISED ''/,k' HIGH AS SHOWN. 2. THE DUMP NO WASTE DRAINS TO WATERWAYS LETTERING IS REWIRED ON ALL IC-2 COVERS. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. SPECIFICATION \VDOT REFERENCE I STANDARD INLET AND FRAME COVER ROAD AND BRIDGE STANDARDS 224 REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/20 X)5.01 DI-3A0. 381 3CC SECTION A -A A is A OPTIONAL CONST, JOINT I- L NOTES DEPTH OF INLET (H)TO BE -SHOWN ON PLANS. 9- ALL L REINFORCING STEEL SHALL HAVE A MIN. MINIMUM DEPTH (H) TO BE 8'-0". MAXIMUM OF 2". DEPTH TO BE 20'-0". FOR INLETS LESS THAN B' USE STANDARD 0I-30. 3B, 3C. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2". 2. THE "H" DIMENSION SHOWN ON THE STANDARDS MD SPECIFIED ON THE PLANS WILL 11. PLACE CONCRETE IS TO BE CLASS A3 MEASURED FROM THE INVERT OF THEE OU7FALL (3000CAST-IN 13000 PSI). PRECAST CONCRETE 5 TO BE H PIPE TO iTOP OF THE STRUCTURE. 4000 PSI. 12" C-C PLAN DIMENSIONS ME APPROXIMATE ONLY SI FOR ESTIMATING PURPOSES AND THE ALTHEA 12. LENGTH OF SLOT IU WILL, N EVERY CASE, BE DIMENSIONS SHALL BE DETERMINED BY THE SHOWN ON PLANS. CONTRACTOR FROM FIELD CONDITIONS. 13. WHEN INLET ISB USED 4' BACK 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS WOF ITH INLET IS TO BE SHARED TO CONFORM WITH E O CONFORM TO BE SHAPED IN ACCORDANCE WITH STANDARD PROPOSED CURB. THE COST OF FURMSMHE AND PLACING ALL MAT MATERIALS INCIDENTAL TO THE SHAPING BE 14, IF OPTIONAL CONSTRUCTION JOINT IS USED IT 5 R T INCLUDED IN THE BID PRICE FOR THE STRUCTURE, BID TO BE KEYED. ALL SPLICES N BARS V TO BE A MINIMUM OF 40 DIAMETERS (20"). 4. N THE EVENT THE INVERT OF THE OUTFACE PIPE IS HIGHER THAN THE BOTTOM OF THE 15. FOR PLAN VIEW OF INLET SEE STANDARD DI-30. STRUCTURE. THE INVERT OF THE STRUCTURE 39, 3C. SHALL SNARED WITH CEMENT MORTAR TO PREVENT STANDING OR PCNDNG WATER 16. OF ES SHOWN ME FOR MINIMUM INLETS N THE STRUCTURE. THE COST OF FURNISHING OF EACH TYPE- FOR INLETS OF GREATER DEPTH EACH MD PLACING ALL MATERIALS WCIOI NTH LE OR LONGER SLOT IL) INCREMENTS SHOWN THE SHIPPING TO INCLUDED IN THE BID BID PER PER FOOT MUST BE ADDED THE MOUNT OF PRICE FOR THE STRUCTURE. E C CONCRETE AND STEEL DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 5, STEPS ARE REQUIRED. FOR DETAILS SEE STANDARD ST-1. 17. FOR NUMBER OF BARS REQUIRED AND 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. LENGTHS SEE SHEET 104.14.10. -HARDWARE CLOTH 7. R 4 X B" SMOOTH DOWELS AT APPROXIMATELY 18. FOR DESCRIPTION AND LOCATION OF DIMENSION �--SLREASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT L SEE SHEET 104.09. -WEEP HOLE. SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" SEE NOTE B. NOTCH MAY BE PROVIDED. SEE STANDARD 19. FOR ALL DETAILS. DIMENSIONS. AND T-DI-A 4 FOR ALTERNATE DESIGN. REINFORCING STEEL ABOVE THIS LINE SEE 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO STANDARD DI-30. 38, 3C. DRAM SUBBASE MATERIAL. WEEP HOL WITH 12"XI2" PLASTIC HARDWARE CLOTMESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. `t- A5 BAR H EACH CORNER 1- s5 BAR H, EACH ALTERNATE CORNER SECTION THROUGH ELEVATION XVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF t REVISION DATE 104.11 SCHEDULE OF REINFORCING STEEL BARS H I BARS H I BARS V NO. REO'D. LENGTH N0. REO'D- LENGTH N0, REO'D. LENGTH 4x(H•1) 3'-6" 4#H•1) 1 3'-6" 36 1 H-T-4" APPROXIMATE QUANTITIES FOR MINIMUM 8' DEPTH INLET TYPE DIMENSION L SEE NOTE 18 REINFORCNG STEEL CONCRETE DI- Lin. Ft' be L452 Cu5s. 3AA .1YE 4 3B8 P --- 0 " 494 1 3.47 3CC 6'-01, 1 541 1 3.89 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOTOF T LENGTH (L) CONCRETE STEEL CONCRETE STEEL Cu. YEs. Lbs. Cu. YEs. CDs. 0.317 54 D.31 1 54 1 0.2E 1 23.5 0.317 1 54 1 0.2E 1 23-5 STANDARD CURB DROP INLET 1211 - 30" PIPE: DEPTH (H) 8' TO 20' VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 233 S02 zU g w H Tn O Z z GO N O 0(D > 2 J Q 0) LE = Ir Ca UU a� m W p fn L; O 7 U Q IEDI JZ vU Z (7 C7 ° 01 > o 111 LL Z Z 0 rn ys 5; I�l o a w Q Z J > O U GO W OL GO H - =Tn > O d W W Z G c) O U N __1Ca W 11 Q C) D, a IE rn U z O a uU a 0 oz z O d K U 0 LLI O z �o���PyTH Op Dr�C Jimmy L. Taggart Lic. No. 22841 '0 .d�OF-as 7ONAL *bNGl{4i Q Z O T > Y 111 U C1 U' Q 1_4 F T Q J � w m U _j Q CO Q 0 W 0 W J (n Co z E Q Q o 0 z = N U z _6 w � � O 0 Q � � Q W x `� E­- 0 p ° V) J (r WW ~ / 11J J /W 0 111 cQ CA L C1 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: NA JOB: 8438 SHEET: 48 OF 51 °B 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE x GROUND LINE x -- GROUND LINE x I ri/i /rr _ rrrr /Ji - EARTH I /// d N ROCK OR _ J/ EARTH c N UNYIELDBJG N SOIL o 0 o BEDDING - MATERIAL t c jjlq MIN.1/1 DD MIN. 1/10 D X D X BEDDING p X D X BEDDING MATERIAL MATERIAL % D % I/2" PER V OF H MIN -9".MAX. Z." FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN 1.5 x D MIN. 1.5 0 MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL � TOP OF FILL TOP OF FILL x - •. //rrJ/ J///J// ': - - • JrirJ/ rr/rir ........ - rr/rJJJrr/rr/ ////r///r///// - - :•-- - rrrrrrr////i/ rrr/rrrirrrrr •} vi'ri} - = / GROUND p C •' // // :i:•:•}:•::': GROUND r + _ = rrrrN/rJ/ /rrJ/rr/Jr J/JI/rrJ a r//J/JJrr _GROUND :•: LINE o LINE -LINE rFFIEE I EARTH I -ROCK ROCK OR 1/10 D c UNYIELDING / MIN. i/10 D n BEDDING r '~ EARTH MIN. 1/10 D X O X MATERIAL MATERIAL V2" pEg SOIL 1" OF H X D % MIN. B". BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH ® EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE ® NOTES) SPECIFICATIONS. REGULAR BACKFLL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING. CLASS I BACKFILL MATERIAL IN ACCORDANCE I::::::1 SEE INSTALLATION OF PtPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM GENERAL NOTES WITH SECTION 302 OF THE ROAD AID BRIDGE SPECIFICATIONS. SEWERS SPECIFICATIONS. ON SHEET 107.00. r/rrr FOR PLASTIC PIPE rrrrr FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR R RUN OVER PIPE AN 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZEIZE 26 MAY 25 AND 26 MAY BE OR 12"CC CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN IN ACCORDANCE ANCE WITH SECTION 302 OF THE ROAD AND BRIDGE sPECFDAno"s. \VDOT INSTALYOF L. OF ORIGINALED AND CULVERTS ANED DI IS ON D INSTORM SEWERS CIL SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 SHEET 1 aF 4 REVISION DATE 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT f-PAVEMENT SURFACE & BASE 00000 00000000000 o SUBBASE •o• o • o • o • o • o • o • o • o . ;6-6 oe o ~-SELECT MATERIAL TYPE 2 OR I& N57 AGGREGATE, 48 AGGREGATE OR CRUSHED GEOTE%TILE GLASS MEETING A8 GRADATION REQUIREMENTS DRAINAGEi•0' FABRIC OR PAVEMENT SURFACE & BASE 00 00 o0e eo0o 000o c SUBBASE OR CEMENT STABILIZED SUBBASE •o• o. o : : • o • o • o • o • o - SELECT MATERIAL TYPE SUBGRPDE o•o•o. •o•o-o-o o (CEMENT OR LIME STAB ILILIZEE D) 057 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTE%TILE I I CLASS MEETING $8 GRADATION REQUIREMENTS. DRAINAGE I I'-0" 11 1� TOP OF CUT Q&W CD-2 FOR TOE OF FILL EW (TYPICAL) L) ll' SHOULDER LINE U. EDGE OF PAVEMENT ,D• TRAVEL LINES TL_l-------- xt--_-. 1.2 EDGE OF PAVEMENT Tr SHOULDER LIME YPICII4 TOE OF FILL / LIMITS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAJN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH H W.T. " MOM. DIAMETER M(W.T. 6" NON. DIAMETER SMOOTH WALL PVC 1 .103 1 1 O.t53 SMOOTH WALL PE 1 1 70 PSI M(NM( 70 PSI )04M( I( WALL THICKNESS (MN) - INCHES M(3(M(TESTED ACCORDING TO ASTM D-2412 AT S%DEFLECTION. FABRIC GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS, APPROACH SLAB PAVEMENT 2- OUTLET PPAN E SHALL BEGIN AT THE EDGE OF THE TRAVEL LE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. 0% DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR CROSSORANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 5'- INLETS OR MANHOLES, S12E No 218 15'EMIN TER, DEPTH) YPE I 4. ON SUPERELEVATED SECTIONS, TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5, INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF II ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC -)WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE, 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OVER DRAINAGE STRUCTURE, SPECIFICATION REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE 50SHEOF 1 1 ET 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 1061 F0 2016 ROAD & BRIDGE STANDARDS O V 0 END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPI&CiFEIO CW INLET ENO -SECTION i X - - E CONCRETE TO BE LLL JJJ C40 ONCRETE PSI MINIMUM )iIiNIRtl��01 DIAMETER OF PIPE ALTERNATE END -SECTION 12'' - 60'' PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION CONCRETE TO BE LL E JJJ 4000 PSI MINIMUM L_ PLAN C B App. + 4 E END VIEW LSTEEL FABRIC REINFORCEMI - -- 11 D PAY LINE - SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12„ 4„ 2,_0„ 2,_0„ 4,_0„ 2,_0„ 2'_3" 1'-9" 4'-0" 2'-6" 18„ 9., 2,_3„ 4,_0„ 31_0„ 21„ 91/�, 2,_ll„ 2,_p, 5,_0„ 3,_6„ 24„ 91 „ 3,_7„ 2,_6„ 6,_l„ 4,_0„ 27" 10j'f" 4,_0„ 2,_)„ 6,_l„ 4,_6.. 3D" T-0" 4'-6" V-7 6'-1 5'-0" 33" 1'-) 2 2,_31 „ 7,_l „ 5,_6„ 36" 1'-3" 5'-3" 2'-10 B'-1 " 42" 1'-9" 5'-3" 2'-11' 8'-2" 4B" 2'-0" 6'-0" 2'-2" B'-2" 7'-0" 5'-5" 2'-91 „ 7'-fi" 60" 2'-11"8'-0" A END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12„ 4„ 2,_0„ 4,_l„ 6._p, 2,_0„ 15" 6" 2'_3" 3'-10" 6'-1" 2'-6" 18" W. 2'-3" 3'-10" 6'-1" 3'-0" 21" W. T-11" 3'_2" 8'-1" 3'-6" 24" 70" 3'_7" 2'_8" 6'-3" 4'-0" 27" 10�/i, 41_a. 2'-12" 6`11 , 4'_6"' 30" 1'-0" 4'-6" V-7 4" 6'-1 5'-0" 33" T-1 2' 4'-101 " 3'-3 4" B'-1 " 5'-6" 36" 1'-3" 5'-3" B'-1 6'-0" 42" 1'-9' 5'-3" 2'-11.. 8'-2" 6'-6" 48" 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 54" 2'-3" 5'-5" 2'-11" 8'-4" 7'-6" 3'_3" 8'-3" 8'-0" PAY LINE - C B SLOPE DETAIL NOTES PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". SPECIFICATION REFERENCE FLARED END -SECTION FOR 12`60'' CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/01 102.01 A NOTES' 1. S �05 BARS @ 8" C-C TYP. :I I I I I I I ILI] I 30" DIAMETER I I I I I I I I I :• SECTION A -A AA J STRUCTURE SIZE AND WALL THICKNESS VARIES 2. THE COST OF THE SL-11S INCLUDED IN THE STRUCTURE. THE DRAINAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY HOW MANY SAFETY SLABS ARE NEEDED FOR EACH STRUCTURE AND THE QUANTITY SHOULD BE NOTED IN THE REMARKS COLUMN ON THE DRAINAGE SUMMARY. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ADDITIONAL SAFETY SLABS REQUIRED WHEN PRECAST STRUCTURES ARE SUBSTITUTED FOR CAST -IN -PLACE STRUCTURES. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLA13 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). P. SECTION B-B SL-1 SEE CAST N PLACE DRAWINGS FOR FURTHER DETAILS y # 5 BARS @ 8• C-C TYP. TYPICAL PRECAST UNIT SPECIFICATION TYPICAL CONCRETE SAFETY SLAB REFERENCE 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES VIRGINIA DEPARTMENT OF TRANSPORTATION 106.14 A H J ,L SLOT DETAIL MITTED FOR EASY A REMOVAL) A PLAN PIPE COUPLER TO BE CAST INTO ENDWALL. COUPLER MUST BE FLUSH WITH OUTER SURFACE OF EW-12 AND PROVIDE A POSITIVE CONNECTION FOR THE OUTLET PIPE (4" OR 6"). SECTION A -A PPE I.D. SLOPE DIMENSIONS CLASS A3 CONCRETE CUBIC YARDS L H 4" 2:1 2'-51 " V-2 0.19 4" 3:1 3,_51 „ p.1 " 0.25 4" 4:1 4'.5" 1•-1' 0.30 -5 i' 020 6- 4:1 V-3" 1'-3 ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE I0 1 32 01/45 Qy 4,1X 8„X I .. MN. STEEL ALUMUNDM OR STEEL 08 NCN MIN. RIVBTS OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL U-TRAIL STEEL ROLLED RAIL STEEL POST AT 1.33 LBS./FT. OR - ALUMINUM ALLOY 6063-T6 @ .78 LBS./FT. UNDERDRAIN OUTLET MARKER DETAIL NOTES: t TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS WHERE LINDERMAN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. 2. OUTLET PIPES SHALL BE RKAO NONPERFORATED. SMOOTH -BORE PIPE. MEETING THE REQUIREMENTS OF 70 PSITESTED ACCORDING TO ASTM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX.'' " X 1" AND WEIGH MPRI 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 0.30 p. 5. STEEL POSTS AND PLATES TO BE PANTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AMID BRIDGE SPECPTIONS. IF PANTED THE FINAL COAT SMALL BE N0. 13 ALUMINUM PANT OR N0. 11 WHITE PAINT. 6. MARKER TO BE PLACED AT ALL EW-12 UNDERDRAN INSTALLATIONS. 7, MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, SPECPICA STANDARD ENDWALL FOR PIPE UNDERDRAIN REFEREK *5 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 3002 1 3 AN onlc onnn 2 eolnn_o CYAnlnAonC CD-1 CUT PAVEMENT SUBBASE SUBBASE FILL UBGRADE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT F PAVEMENT SURFACE & BASE 0o o00 o000000o0o0 F 0 -0-0-0_-o-o-o- FSELECT MATERIAL TYPE IORI O. #57 AGGREGATE, #8 AGGREGATE OR CRUSHED 4/ 10 GLASS MEETING #8 GRADATION REQUIREMENTS. GEOTEXTILE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR F PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE r F SELECT MATERIAL TYPE II OR SUBGRADE 1'�0" (CEMENT OR LIME STABILIZED) O.O O If GEOTEXTILE k57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING k8 GRADATION REQUIREMENTS. DRAINAGE GENERAL NOTES FABRIC 1'-p" 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 x DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH .T 4" NOM. DIAMETER W.T. 6" MOM. DIAMETE SMOOTH WALL PVC .1031 10.15.31 SMOOTH WALL PE 1 70 PSI )00( 1 1 70 PSI XC * 4. ON CURB AND GUTTER SECTDNS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE NVERT ELEVATON OF RECEIVING DRAINAGE DITCH OR STRUCTURE. ME WALL THICKNESS (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 3EiE3E TESTm ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECREFIFICATION ERENCE REV 8/07 (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 WP-2 m EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS f - - - - - - - - - - - - - - - - - - - - - - EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1'/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES.OR GREATER AS NECESSARY TO ABUT THE FULL THCKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS NJD TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE PAID THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES A!D REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY THE ENGINEER. S. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE- 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. -kVDOT ROAD AND BRIDGE STANDARDS SHEET_L OF 1 REVISION DATE 7 m ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION S D X SEE NOTE 1 r - L SHAPE TO BE BEVELED WITH MORTAR NOTES: 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS(0•TO 45'). 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" 18" 21" OR 24" 7" OR 30' 33" OR 36' A 0--6" 0'-8" 01-9" 0'-11" 1--0-- 1--0-- 8 01_111, 11_11, P_3„ 11_61, 11_9„ 2,_0„ C 1._4„ l,_7" 1,_9„ 2,_2„ 2,_6„ 2..9„ D 11_0., 1._3„ l,_6" 2,_0. 2,_6„ 3,_0.. F 0,_61. 0._6., 0._6„ 01_9„ 0,_9„ 0,_9„ H 2,_3„ 2'-11" 3_2„ 3_9" 4,_3„ 4._9.. L 4'-0" 5'-0" 6'-0" 8'-0" 10'-0" 12'-0" 0,_3'/," 0'-3y", b 0--l" 0'-l'/4" I 0'-1'/2" 0'-2" 0'-21/2" 0._3" CUBIC YARDS OF CONCRETE CONIC. PIPE 0.241 0.492 0.697 1 1.319 1 2.067 1 2.947 C.M. PIPE 1 0.257 0.521 1 0.739 1 1.398 1 2.198 1 3.145 DO NO BEVEL INVERT L - - FLOW -e---------- SPECIFICATION REFERENCE 315 EW-1,1A B. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. B. ON SHALLOW FILLS, WHERE ENDWALLS ARE 1 -OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 9. -Y," CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW-IA ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 23"04" 30"09" 34"x22" 38"x24" 42"x27" 45"x29" 49"02" 53"04" A 0'-8" 0'-9" 0'-10" 0'-11" 0•-11" 1--0-- V-0" B V-2" V-5" 1'-6" 1'-8" 1'-9" 1'-10" C T_6„ 1'-11•, 2,.1„ 2._4" 2,_5„ 2,_7„ 2,_B„ 2,_9„ D 1'-2" l'-7" 1'-10" 2'-0" 2'-3" 2'-5" 2•-8" 2'-10" F 0,_B„ 01_6,1 0,_9„ 0,.9„ 0,_9„ 0._9„ 01_9„ 0,_9„ H 2._10. 3,_3„ 3'_7„ 3_9" 4,_0„ 4,_2„ 4,_5„ 4,_7" L 1 5'-5" T-2" 18..S.1 S-2" U-2 12,-1" IT-11"' 5a -6 T-10' 3'-2" 3,6 3 1.1 4%1A"2/4" 4,_5,0 O-V 0'-31/2" 0'-4" 0'-4'/2" 0'-4y4" 0'-5" 0'-5'/2" 0'-2%2" 0'-2)'(' 0,_3' 0'-3'/2" 0'-3ya" 0'-4" 0'-41/2" CUBIC YARDS OF CONCRETE CONC.PIPE 0.502 1 0.855 1.236 1 1.500 1 1.811 2.101 2.512 1 2.801 SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROAD AND BRIDGE STANDARDS 105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 101.01 C) UU W H r 7 -rn ZaN (O _-jYQ J > O �1Ir Q0) <Lu r = J ca �I OU ¢c m aid aV W O(A OrO 7 °Ir Q UlQ JZ vU Z ¢_ i (A o o w 0 1 i) � aw N W N W V) Q Z Q O J UW n J a J _0 (D OW UJ a0U0 w/ W W Ir D Q W = rn U Z O I_ d C V w H 0 Oo Z O H d K U w 0 w F Q 0 O Z DESIGNED BY: UVN ARC DRAWN BY: CHECKED BY: 1,11 T Op ���PyTH Jimmy L./Taggart Uc. No. 22841 W4 .a�OFEssl ORAL 8�01�4• Q Z O Ir T > i w U a � O Q J W E- m U j Q ` co If w 0 ir} LU a- W J Cn co N Q < O z = N U z a- U 06 C) a-W CE ~ X Q W co X X E-' O p J LLI ~ O 0 MW W cQ G 0 Ir DATE: 02-17-2021 SCALE: NA JOB: 8438 SHEET: 49 OF 51 ra !I O N 0 I, HH HOfH@ pg p N y �€ nE � W H et) o D Cf E $� B AE ULL 1 W= Ll I a sg�z Z of 2gE o $AI A -e. R w qqua 6N C7 $F� PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEE CU.YD. FEE W,YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4• � 8• 45 2.00 2.25 260 0.15 200 225 250 0.15 221/2 1.50 2.00 2.52 0.10 11 7/4 1.50 2.00 250 0.10 90 3.86 3.16 3.21 0.48 45 2.88 2.88 277 0.28 B" 22 1/2 1.66 2.16 269 0.13 3.18 291 266 0.32 111/4 1.66 2.16 2.67 0.73 90 4.83 3.63 3.42 0.83 10' A: 12' 45 3.33 3.58 295 0.43 3.83 4.00 283 0.52 221/2 2.33 2.58 286 0.24 11 1 /4 1.83 2.33 2.84 0.18 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LITERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED ,THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.7 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 23 (1/4" PER FOOT ) �Q 4. ALL SEWER LITERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAW LINE SERVICE LATERAL SECTION 45ro'D• IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24^ IN INITIAL BACKFlLL za I R., B.� 6. 6., MIN MIN. MIN. MIN. „ 6" BEDDING #58 STONE * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a MI INITIAL BACKFlLL q I UNSTABLE SDIL\ MIN MIN. _ MIN MIN. /j68 STONE GRANULAR FILL AS �APPROVED BY ACSA �\ STA L IDCK� z STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2-NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 8" LIFTS. 4.140 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5.BELL HOLES MALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION &BEDDING NTS FIG. W-2 TD-2 6" NOTE: RESTRAINED JOINT FITTINGS. - - - - - - Side Wew - - - - - 42" Minimum C•rtl0catbn of 95R � I I I�, comPPCBon requlreN A•, Galvanized Steel Beam, W12 x 74 (min. size) _\ .A 3' min. penetration Into undisturbed 45' soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 360MIN LARGER THAN 5" IN ANY DIMENSION 24 MIIN 8"MIN INTIAL BACKFl"' LL EMBEDMENT (B" LIFTS) • THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4' min OUNOATION (SHALL BE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF N0. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 8' BEDDING OF NO. 88 STONE' NOTE: HYDRANT MUST BE EQUIPPED WITH CHAPo.OTIES- MLLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 8' MIN 7 TO 70' (z7DT 1B"-2Y 7 W. FT ALYE BOX (T68 STONE 42"MIN 6" GATE ' •: VALVE . TEE. 2500 P.S.I. CONCRETE BASE AND THRUST ��. ,,^(f:(:• ,i;. BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILL WHEN THE SOIL IS DISNRBm OREN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND W'FEfP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. 71E GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SMALL BE INSTALLED AT LOCATIONS WHERE WEEP MOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED 10 BE N WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FlG W-4 TD-B TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 PLACE 5' GALVANIZED ' WITNESS "POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT w TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE I / L I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z u N a --- M.J. GATE VALVE WATER LINE ' 1 2500 P.S.I. CONCRETE 2'z 2' BEARING AREA THRUST BLOCK '. d ■ NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FlG W-5 TO-9 FRAME &COVER (SEE FIG. S-I-D,E) SLOPED AREA - STREET SURFACE OR NON -PAVED AREA F 77 2_ E. AN SE t'-0" MAX RUBBER COATED STEEL '• I" STEPS CAST IN PLACE 3'-0 MIN PRECAST REINFORCED CONCRETE SECTIONS 1�IN 0" RING SEALS •• 1T X MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ' • VARIES CHANNEL TO BE ll FILLETS 3/4 DIAMETER OF , CONTRIBUTINGu=-- SEWER. • A FILLETED INVERT OR A SM00 � ` •,d , '" 12" TRANSITION OF FLOW BETWEEN INLET g OUTLET PIPE SHALL BE PROVIDED. MIN. 8' BEDDING NOTE : W/ N0. 88 STONE 1, BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 COVER LIFT NOTCH 12 3/8" WATER � CAST i NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13ALME MEET & A. I 1' COMPRESSION " S/q' MALE PIPE COUPLING OR APPROVED EQUAL O TYPE 'N' soET coFwFn FOR USE ON ATTACHED SINGLE FAMILY RESIOmnAL SERNCES OR DUAL gE9DFNTAL AND IRmcAnoN smNCEs. D�-V` I•.1 •xl• WE NOTE: NO SNEpTEO FlTTNGS 3, DUAL SERVICE ,' 0011PRF6(1011 : d/f' YAIF PIPE caMLN OR ATTMNO TLIIAL I• TYPE 'K' SOFT COPPER O MR USE ON DETACHED 9NGIE FAMILY RESIDENTIAL SERNGE Y.HEgE AN IRRIGATION NETIX IS NOT PRONpm. SINGLE SERVICE xort: ,) sASNEs sxAu BE USED ON PN: PIPE. CAST RGN IL NNIm GRADE Mf1EN BOX P- J Z 12" 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 2" BRANCH FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE 0 CONNECTION " BOOT " INSTALLED 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 VARIES ALVE BOX 4' DIAMETER BRANCH AND VALVE M.J. PLUG VARIES WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE NB") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC b GAP j LUBRICATE ALL THREADS THRUST BLOCK m METER BOX (SEE FIG. W-7) VALVE N0. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2' THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG W-e TD-19 NISHED GRADE AIR RELEASE VALVE is BRASS OR BRONZE PIPE rAONZE GATE PF PI�SSIBL2RADE VEE IP BRICK SUP�O{tTS OR SOLID CEM N BLOCKS CRUSHED STONE COPPER" SOFT CORPORATION STOP NOTES 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS,OR A METER BOX ASSE MBLY IN NON-TRAFFC AREAS, OR APPROVED EQUAL, SHALLBE USED. 2) FOR WATF•RUNES SMALLER THgN 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) N1S FIG. W-9 TD-2o ,N n� �j® �I�L�JII1 .�N.n Eg Fs $E� E Lg3 yE gEjai `Z iJu i3uw 0 s� 6- � �� o 2 YE w wMy 1 u. 0 0 TYPICAL MANHOLE FRAME &COVER N.T.S FIG S-I-D ui2. CONCRETE ENCASEMENT TD-31 VDOT CLASS t PoPRAP T}1.5' J VDOT NO 1 STONE BEDDING SECTION A -A NOT l0 SCALE LENGTH (VARIES) MATCH EXISTING PROFlLE /( � //-EXCEPT WHERE SLOPE OF /� MAX. / BANK EXCEEDS 1 TO 1 UNDISTURBED MATERIAL L. A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS3�, THE TRENCH SMALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED NTRI 18" OF V00T CLASS 1 PoPRAP. SEWER TYPICAL STREAM CROSSING N.T.S FIG. 5-7 TD-38 TD-35 qq /ACID CID 0 DE > 4 Fr U - m U m W i n OZ zUnN O� J�> o HO) IL 2Qw U T Q J = �1 U a� m az =W p� iro � W J O UQ �= Or JZ vU Z� � w C7 � n �i No v o_ w Q Z J � vain a J } U W O a rEEF.EI W U rn = rn U Z 0 a z 0 w Q Oz Z O d z U w H 0 O Z �PyTH OF. Dj�c Jimmy L. Taggart Lia. No. 4 22841 4 .e�OFESslONAL Q KZ O LL T > Y W J � z U T-- a Q O J W � m U m Q 0 w ILLW J � co� F � Q Q o z D_ v dS W � Fr� X � Q w E J � W ~ J w �t�W (� LJ.J Q DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: NA JOB: 8438 SHEET: 51 OF 51