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Home My WebLink AboutSDP198900043 Plan - Approved Final Site Plan and Comps. 1989-06-08MITCHELL, MATTHEWS, & ASSOCIATES LTD. Architects 2350 Old Ivy Road Charlottesville, Va. 22903 {804} 979-7550. TLWNSIDE EAST f SHEET INIDEX f 1. SITE PLAIN MITCHELL, MATTHEWS, & ASSOCIATES LTD. Architects 2350 Old Ivy Road Charlottesville, Va. 22903 {804} 979-7550. TLWNSIDE EAST f SHEET INIDEX 1. SITE PLAIN 2.. LAYOUT PLAN 3. WATER SANITARY SEWER PROFILES 4. STORM SEWER P•ROF(LS 5. NOTES 8u DETAILS r° 6. F OSION & SEDIM,, NT,;t�T'ON'ONTROL PLAN 7. EROSION & SEDIMENT,, iON°CONTROL,KEYB. EROSION &SEDIMENT ", N CONTROL DETAILS 9. D1ACNAGE DIVIDES - 10. STORMWATER COMPO-�4TIONS r i; January 249 1.989 ':MAY t5; p.a89 17!•,f989 ; TOWNSIDE EAST LIMITED PARTNERSHIP Owner .f Developer = i KIRK HUGHES `& aSSC1ATES, THE COC COMPANY° Land Surveyors Land Planners ` 3 . a Planners Engineers •Landscape Architects 220 Street .East6High Charlottesville, Va 22801 220 East High Street {804} 296=6942. i f Va e Charlottesv ! 22901 ... (804} X95,-7131 .e 0 E I h fa'r Water and Sewer General Plan Notes (ASCA) (1) Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for j notifying the proper Service Authority officials at the start of EX. 11-H i1 \ `\ \\ '. work. \\ \ `� (2) The location of existing utilities across or along the fine of the \ s$ \`s \ �� proposed work are not necessarily shown on the plans and where fr Y h1� e'er �� \ S� S8� sqp� C� shown are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as U 0 yr necessary. UNIT rJr� 5' \\ �` �C�b'4pG eSf (3) All materials and construction shall comply with General Water I\N�SdAC�� 35. I�,GL_lll � 50r i5 \ ��. ��--_�� \\ �,y-"`---•-..___ \ �� ,\�_ -- �\\o ��b �v� /CLQ and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 20, 1983, as -�� amended February 21, 1985. 66k-&\ \ ® 1 \�� \ 9Ur�E (4) All elevations are based on U.S.C. and G.S. datum. �IA�� !q i7I•\ I \ ��=� __ �'\\ _\= (5) The contractor shall be responsible for notifying "Miss Utility" + -r__• ` SGP (1-800-552-7001). \�� 8 Ear (6) All water and sewer lines shall have a three foot minimum cover `\A 5v W-`"�"-> A--'`".--•4-�_ �S F, over the centerline of the pipe. r`r Lt_l x \ ` \ 6.t .6 C+ I d -r I GONG.W. 1z1k\P�LAC�\ \l a J FEHOI/r- FX W1'MA`rel_(INU YVM7. �72 \\ ` 57 `� r'-� \\ `\ \ G \ \`\ \.\ �\ > a " 570 ` `--\ `\ \, �', �s 582 �6,\ �Y \�\.\ .;�•�'�.� \ '�'�.�-- �C/�/T \\\ 5M 5- C \ ID'k(6" TAFF"PIN 4�! &'UALVG rr ' I SLEE-\)E Mr-) �fV VE G \ WAp G LGVGL`•�®IIGitVV yry LK- N, t2F_WGS. FcXR SXALT 51.605. l\YC' \ ! \ S)-) \\\ �\ \ \\ `\\ N. p GIN NCW - ` DRAINAGE SUMMARY TABLE Structure 4 Description Length Invert Invert Slope Remarks From To (Type) Feet In Out % Scab: �-�--- o 0 DI -1 Sheet No: 1 of 10 570.00 138 3.80% 15"RCP 5 DI -3B 564.75 564.50 L.T 5 D1-38 546.75 564.50 L:T 50 1.50% 15"RCP 4 DI -38 563.75 563.50 L=4' 4 01-3B 5163.75 563.50 L=4' - 171 6.49°/ 15"RCP 3 D1 -3C 1 5152.40 546.40 L=5' 13 RWF DIANN - 562.00 139 4.32% 6- 11 MH -1 5,56,00 555.25 14 ROOF DRAIN - 556.70 74 0.95% 6- 11 MH -1 556.00 555.25 11 01.313 556.00 555.25 57 0.61% 15"RCP 10 DI-3B/.JB-1 554.90 546.96 L=4' 10 DI.WIJB-1 554.90 546.96 L=4' 112 0.50% 72"RCP 3 D1.3C/J8-1 546A0 546.40 L=T 3 DI_=JB-1 546.40 546.40 L -T 20 - 0.50% 21 RCP 2 PAH -1 546.30 546.05 9 DI -38 - 147.50 L-6' 28 2.50! 15"RCP 2 MH -1 546.80 546.05 27 Df•7 - 572.56 57 : 4,82% 15" RCP 26 DI -3A 5169.75 569.50 L-2.5' 26 DI -3A 569.75 569.50 L'2.5' 80 5.N% 15" RCP 24 DI -3A 564.75 554.50 L=2.5' 25 DI -3A - 565.00 L-2.5' 31 0.74% 15" RCP 24 DI -3A 564.75 564.50 L=2 5' 24 DI -3A 564.75 564.50 L=2.5' 5 4.00% 15"RCP 23 Es -1 - 564.30 22 ES -1 - 563.50 65 3.03% 15"GMP 21 ES -1 561,50 - 18 ES -1 - 559.00 - 8 3.12% 15"RCP 17 DOD 558.75 558.50 L=6 17 01.3B 558.75 558.50 L=6' 116 2.37% 15"HCP 16 DI -3B 554.75 554.50 L=6' 16 DI.36 554.75 554.50 L-6' 90 2.50% 15"HCP 15 MH -1 552.25 551.40 20 DI -3A - 559.62 L=4' 18 0.50% 15"RGP 19 D1-1 569.53 569.28 19 DI.1 569.53 569.28 35 0,50% 15" RCP EX, DI 0I -3B 569.10 568.90 1A DI -30 - 546.50 54625 24 0.50% 75"RGP 2 MH -1 5416.13 546.05 VICINRY. MAP 1"= 2.000' SIGNATURE PANEL µ ' -� �vl��sllt+�'► � %� �' _S --'tom � Department of Planning and Community Development *J4 !, 0� Department of Engineering •� Department of Zoning lo p4 e(nt of In<spe(ctions (Fire Officer H%SII 1. Albemarle County Service Authority Nf , 9 , �5 Virginia Department of Health Virginia Department of Transportation GENERAL NOTES 1, Owner/Developer 7. Parking Lot Layout Townside East Limited Partnership Spaces are 9'X18' Aisles are 24' wide. 2. Planners/Engineers Traffic marking are 4" wide, painted white. The Cox Company 220 East High Street 8. Parking and Travelway Paving Materials Charlottesville, VA 22901 Two (2) inches S-5 Seven (7) inches 21-A Sub -Base 3. Architects Well -Compacted Sub -Grade Mitchell, Matthews & Associates Ltd. Minimum CBR=10 � �� •�,. �, YP� \ \ --�`\ \\ IS -I TO BE U l D f-tl L T KM TrU(T Charlottesville, 22903 \\ A \\ \- TIL ZE WIT N Al s o S LIKES 2350 Old IvYe, VA 9. Route 250 Deco] Lane Paving Materials \ `� ``�\�� One and one half (11/2) inches S-5 LGV6L FF. L� Y VF�Gi LG'VEL . GLGV. `i� C'6 F_ i.GVUlU F GLC Ul'?CCr t.6Vl:t,\ c \ �` _ __ ra k . ELCV. 589.25 \ 82� a' \ \ _/�/� 4. Parcel Identification 570 \ \58`1 2 F �`\ 4`�\ \, ^~ _ 9 Eight (8)inches21-A Aggregate, Primed �?.25 \ �S2.2� \\ � \ 5J 52-5 � � ��-j' l7}Acreage: 2.34 Three 3 Inches B-3 ! j G 9 Well -Compacted Sub Grade Jq Jack Joutt Magisterial District d Lit L, 5V GLGV. L17WGiZ LG 1GL t,r�WGE_ 1.6 i=F. Gt,GY t ORiGr� t,GVtL :Pay.. TId \ \ I V\ti \ J� �� P Albemarle County, Virginia Minimum CSR=10 I 570. Z 3 \ yJ7c2. �� 57 .2 C r GLC -.V- - 573, 2s - ` ` \ ! P \ \ \ \ \ T,� �__, �_, ��,_ \. �� 6A�K L Tax Map 60, Parcel 40 C 1, Lot 1 �� - '\ \ \\ \ ►-� \ __--.--..�_ ___ Y \\ ---- ___ - -- � ��; f5r gL 0,.��I�N 9 10. Sidewalk Paving Materials \�`` `�pG. 5 Deed Book 741, Page 538 .� r y� • Deed Book 419, Page 25 Plat Four (4) inches Concrete with 6"X6° - 10/10 W.W. Mesh 5&A I '�I 9 \\ I \\ x \\ \ l.[JWEt�\ -VF,(, Gc2VG�t'l WALK \� U-& �'ra�� &,A1I-- i- X C1A� e76 5. Existing Zoning _ 580 +��NJP�MT &0 �p`� � � Four (4) inches Crushed Stone Base z J l \ \ -� UI1 �P� 6 g g Well -Compacted Sub -Grade _ \ cv c� co _ s oP L ADt t3?AI71tJCo SZETAININ(, kIP L I +fir F,vYI Highway Commercial (HC) P Z ONE. 7_?3- E �jEE c7N 5 ' G tl� DI-3� 5GS co 62V10.t1 P7ATTER �\� NCb 11. Curbs &Gutter � wo0e�t wM�Te�- �weN: / �F' t � 2i O I7EL, or�r L�� wa�1. -- 5CE AI=CH, nTL1 ,TYP. 4v) \ 4 - Lv�- 6. Survey Data Curbs - VDOT GG 2 } 7 iz of GGS, 1 tom, 2 l7GL. , , _burg -I? t�� _ _ Boundary survey prepared by Curbs with Gutters - VDOT GG -6 I 50'- 15" GL ul ? �' 1.5O°, ` c ryp� _ \\ \`• \ �; 1 'I E(�Pv� ' - , Kirk Hughes and Associates G \ 1 8 - I5 �'Gt, I1�p 2.72 /�-� i `1 \ 1+� SLt7p Dimensions shown are to face of .curb. 3 I - / 1 I \ I _ $ i- I \ _ t_ �( o (N� Dated: December 20, 1988 \ 12, Outdoor Lighting II NI 4\171-6 \ \ \\\ \\ . �_\ _ 1t N' Topographic YP P Y �� pN "�� J�T� 0 p To ra hic curve prepared b 2 N tv ts't tZt� �� - \ `� �� N �� Kirk Hughes and Associates g \` Dated: December g To be directed towards the site and away from �1Z 20, 198 adjacent properties and roadways. 3 v 51,8 `\ �\ 57 57Z - 57q --- 57 ` \ { v LI�� OtiG �jE�P? - 1 P P Y 578 13. Site and Development Data ¢- �t7� I ^i - \ \ \ �• a ~ \ _ " C� Sof \ - �j i�' j \� BGG SGS \`S>o )� _� SSG -S�8 s8o \\ �\\\ 9 `/� A. Proposed uses and maximum acreage occupied by each use. ° �' u G _ _ \ - Square Feet Acres /o oil Total j N _ w \ p ` ---- ��. 0.38 '16.3 I° i �, cg ` \ \ �• __ --_I � \1 � � - _ � Building 16,659 ° ('AGS 1 H(1 , 1 b- L. \ ~\\ _ I - ' `L�- -- - �2�t� Parking & Off -Street Loading 26,842 0.62 26.3% DI Q ; SC,� \ \ \\ Y , ��pl 3P -�"� Vehicular Circulation 34,769 0.80 34.2% `. Pedestrian Circulation 7,040 0.16 6.9% \ GGT h HC Af�R ( Total p 101,930 2.34 1x0.0% znNE Open S ace 16.620 0.38 116,3°/ 3 ° B. acres 5` ,1�1t7AIzP ATEt� �7 � � I 1 \ \ �\_ \\ � w \ I - -• t \ --- ^- 5,6 _ C. Maxim m Amount of Parvious Surface: ved d Parking and Vehicular Circulation Areas: 1.42 acres C� \ � � --kJi�..1'�1� l.>✓VG1, Gc2V�i� W�cLK � �\ `\ 9 ` M D. Maximum i -.,fight: 35.00 feet � CGS. OI'pC�- , \ � '--"•�-•,\ `� \\ � �` P_ x.91-% E. Total Employees: 62: 2 -Building Management, 60 -Lease Holders L( 7U P>OX SHAD I \ �\ S� SAE SIZ E. FSS r _ 14. Parking Space Analysis I ' IYL Provided Required Requirement ----�_ _ - WET TAP I 2%2 ZOi'PCR WL `� \ \\ /� , 1 \ METED\ TO g>= ` \ `� \ \\ �U I U 1 N V `� \\ \ \\ TF LOCA W Total Spaces 157 157 1 space/100 sf folr the first I ' 572 5,000 sf plus 1 space/200 sf 1 SIZED BY Act\ l\ \ i >z L�vr �FF ELG\� \x`72.7 \\ Ui'f G1z L��!GL f . 6L�v. - 574.75 `� Uf't'G t,G��L F EI �Y - 57 .7 Ul'I't 1_,I;VEL \ F. F G L E V - 57&; 75 ` p� 582 - above -5,000 sf of I I , I �rE \ ` - - 1 L-vr ( L -V - 562.715 \ LvWEr_ I,EVt-', r F. 6✓ rw. - 51,4.75 L 141- IZ-V>✓L �f GLEV - 5b6:75 � `, ! � 1 _ net retail area" I ! uowb�L� vr, �F 1;LGV SC�c ,75 l.Ol�l�� _ - \ --__- - 5� Handicapped 4 3 3 spaces per 101 -200 ��' \ �`\ \\ \\��\ - \\ _ `\ \\ \`\ •o (included in total spaces total spaces it J `. 5C�2 \ \� �� _ \ ` •� `� \ 5 \ 'net retail area = 75% of 35,200 sf = 26,400 sf 6A " 578 . 13 \ 15. Loading Space Analysis Type Provided Required Requirement 570 1 r -- J \ I Off Street Loading 4 4 1 space/8000 sf of . �It�E�I{�LK I --- - ..�\ �7� net retail area:` � I , � J z � 5GC- ARGN. l�Rk1C��. FOR Xp GC GL GVH. iYl \ \ \ l a �X_ t 16. Datum used and Benchmark reference -� - i \� -\ All elevations are based on U.S.G.S. datum. 5272-hVy G Z4/ c� 11 Benchmark (U.S.G.S. ) 7q'-G'� c7.95 / tea - FVC `53 - Character of mark: Standard disk in j` QO PVGQZ• I -� \ I ZONE -� _ at'-ls'z�� uleo.t� t 14� _ 3 H6 zs rel -3a __- Established by: Virginia Department of Highways I \'Na' Zl, 1�G�.51� G� 1 T l�Gt 7 E�LnG. ��G71%A �-- _ - - C__ \o !$ {{- I �� - es 1 • ,1 \_ - Designation: Y 345 reset 1959 EX. M.ft. I { `� - I ( t- I I �` F�P�7>"h -1 � I%Y V t�. VA. 8Y - 52 _ - . ( 4\�_ \ -_ -` � � l � ` � Elevation: 550.47 feet __�� Detailed Description: C J I ! \\ TTF'IGAL Fi-AILKIR6,'bi7AGC 9x16 `� G \ 1 c 1.0 mile west along U.S. Highway 250 from the junction of U.S. Highway 29 at the northwest edge of p I I \ Pt�-0v1G'C lGc�yG. WUEt=LS10P Fc2z _ �S ��4 -- - , c, �PAGC�a tIN F NT OF ARGAt7E. �$S _ ko - _ _ S - Charlottesville, 23 feet southwest of edge of pavement of U.S. Highway 250, 24 feet southeast of the o X �5$ \ N\ 8` ,r/ 5i,2 ��,, _ _ _ ^5h', _ \� �t'\ Q 72 \ _ _ center of a gravel road leading southeast to the Commonwealth Motor Court, 155 feet northeast of the I \ 56.0 �', \ \ 1 S _ _ _ \ - - - northeast corner of brick restaurant and gift shop, 1.0 foot southwest of a rock wall, 35 feet southeast of Ld Lb i I \ s - _ J? i'KG. SGY�ACK FFOM 60 culvert under U.S. Highway 250, 110 feet southwest of the south rail of the C&O Railroad tracks, 14 feet Q, northeast of a manhole on gas line, 5 feet northeast of A.0 & G.S. witness sign, and set in ihel top a LT. \ \ t \ concrete post. Eht DRPItII�C�E s{STYM �' LT. �- TD SE LP D\'vltTH C-lsxEP s SZEM 17. General Construction Notes t\ I H TI t L W__ p HENT of PP,gLE.L 34- (1) The abbreviation V.D.O.T, made hereafter refers to the Virginia Department of Transportation. The term O ,N T F5D b1-3 ,c�"...15 r _ Its �� rhCG�• I - _ � 1O r'�Eb t `�� _ � AC ' � � �; � � ` �\ WEST' st-loP�.. County refers to the County of Albemarle, Virginia. u 112 72" KC CL -Il j e o,5 \ - F�u5*Lc WIVTH � 2 Prior to commencement of an construction within an existing public right-of-way,includin Lo 11 -- ( �� __-_-_- \\ `\.'1,__ _` __ O Y Y gP g EX. I. TO 6.''6 f�E SATED + J►P� ' `' Gtr-� I _ _ -- - _ ___ connection to any existing road, a permit for said construction shall be obtained from V.D.O.T. TO NEW cuIZB KETdRN `t' \\ _ _Zt_ e5 loxf0' PKAtt\ E_ E/�EMENT 3 All avis and drainage related materials and construction methods shall conform to current \ _ _ _ _ _ r c -L -M EO•s %' �' - O \ __ � DI -38 10 __ 5(�9 '� _ ,�I� E5-! O specifications and standards of V.D.O.T. unless otherwise noted. 559 .1 �„b �___ ____- _ u5� 10 5 �r 5(�2 5&2 g_j _lit (4) Erosion and siltation control measures shall be provided in accordance with the approved erosion control gs02 PF_kI J \C,E eanT. EX. 21 F&F -- - _ _ - --- a- - _ _ - - M l r Al - _�b� - _ e t' e 3'12' Ian and shall be installed prior to an clearing, radio or other construction. _ `- ✓�2 P P Y 9 grading GF EX'S _ - -- 90'- (5) All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill or cut ?For, EF-rY ZINC _ !�0 slope is 2:1. Where reasonably obtainable lesser slopes of 4:1 or better are to be achieved, ? \ 302.75' `b &r 0v 00 5 22. s0 - - � - ------_---�� _ T ��', �, � , �\ �-_ (6) A11 drainage inlets shall have a 2 -inch local depression. T \ 6.'W �� ow - _ _ - - G Ll - - / = t R_ G' u �N1�r �1ca �i�N ro �6rwtN _ -- - - - l ---�� - 0 17 DI 3F� POTENTIAL �NFt 1cT F�CTq\IN (7) Paved or rip rap lined ditch may be required when in the opinion of the Director of Engineering, or his I's 5' O nl"38 - _ - _�� -_-- -__- - - __ _ I Iro'-I-s" 7,0- c L�111 2.37 / �- - EX. W/A STOPS S.J. EX . W TU designee, it is deemed necessary in order to stabilize a drainage channel. s 1zE GATE GAS - _ - ,- ° / Fjr� -; -- --- - _ - - _ �� ` )�A�-p Mol� TO cbNs. (8) All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices; latest z VCU C <g� ctrY� I 9 / u6W 64,61 DI-31� 1(� .' x EM�NT �o �• POTENTIAL C-0NF1 lLT 13ETWEEI�, NSW GG' �' Ulh� -f5 OF FUTUI t?r�w.6xPAN510N NEW 12 AeJPi' L7 1��GEL L u / - �/ IS -I �? - �� edition. gE PtzoV IPED I fix. W),� + SToKhI - A ---/''W NEw �� `�\F SMT (9) Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. E v! p� 6.'W _ GW 6%. 5>AN -&' W ? T6. 5kN ��==' - - - 10 All excavation for underground pipe installation must comply with OSHA Standards for the Construction g" loo' TPnE ( ) 9 P P P Y 7:6.. SAN ^W--=-- j0 BE FIELD LDC PIED P TOF, TD �ONSTCtU�TIUN• _ - - - - hd A- 90 37 +� Industry (29 CFR Part 1926). l NSTaLL M.H . TOP AOE4�v(R�0 rn g = 2 �,y�' EX.n6E OF, f�tf17 �A /� �+, , I �^-� hD {�, ,n ; t hh� / / 1 U 1-C%t t t%�` f EX. E7�L OF 1'VMT(. A1')u57 To rM. GLADE 7'15( U. �. Z 5 h A 5T N V CJtJ l� (J W (i 1 / o - - --.-.�.. / /z 52 - - - - _ - Y - _ _ - - _ _ - _ - - _ - - _ - _ - We the undersigned developer(s) understand that approval of this plan by the County of Albemarle does not .-.-. -'� - EX. FAIN7 GENITCIzLI S necessarily indicate Virginia Department of Transportation (VDOT) approval of the plan. Approval of the plan by the - -'-'- r- - County does not in any way relieve me of my responsibility in obtaining final VDOT approval prior to the issuance of 4F,x. ?AIM -MV GENTEzL1Nt; building permits �nd//oyr�certifi ates of occupancy. 5110 DEVELOPER DATE WNSID A T MITCHELL MATTHEWS 3 7 THE COX COMPANY' KIRK HUGHES & ASSOCIATES & ASSOCIATES LTD. Planners • Civil Emgineers - Landscape Arc-hitects Land Surveyors • Land Planners ArchiteQts- 220) East High Street 220 East High Street 2350 Old Ivy Road-- Charlo)ttesville, Va, 22901 Charlottesville, Va. 22901 Charlottesville, Va. 22903 f8 4 - 804 296-6942 X804 979-7550 ( 0) 295 7131 ( ) ( ) Seal: , �� •* - - L, _ v iff3evisions: •4 APR -IL 198>`(= Go, GoMMi=tJ-(� 8 MPY 19$9 GO. GOM1"iEN'CS 17 >"A,� 1989 C.D. GONMENTS - 1VY ROAD AT COLONNADE DRIVE ALBEMARLE C VIRGINIA Scab: �-�--- o Title: SITE PLAN Date: `1 /24'/89 Sheet No: 1 of 10 Y, PLATE 3 CROSS -SECTiON 0. P. R. a It. E. s-rANDARD DIETZGFf,j CORPORATION mrr � 1-1o1 PA;14 17, J` F)j ■ N ■ ■r iii 'i • ■ ■ ■ ■i ■ / a m ■ . ■ / ■ 'C'� i'i' ■ nn � i■ . iN■ ■ ' ' i ■ ■ ■ ■ ■ N �' ■ ■ t ' I N a i ■ a ■■ v ■ ■ ■i /■ n is ■/■ viii ■■i .n E. / ■■■ ■ /■ ii/ ■,�■ .., '"�� , ,, , :. -�` � . 'i . a ■ rlm. '■■ :: C. ;;'■n'■I■u■ir.■.■�. .■ ■ ■■iii■ . 'i. 1 ■ iC. �� ■■ ai."a. ■ 'C... �i ''� , - . ' ' ' . ,,-„-, a .. , ; _ • �■ - '� ■■" u , . i..1 /'i .. . ai-aii /iia'ir■ Iri. � N�■■CC .� . % .. ;■ ■%■ ■■ ■ ■ ' 'iiia■. �� tin/i ■ � � ■ � . e ,� ■ .. .. � ■'■■ .�i ■ .. iii�i.. ir��i�a�.n.. . i .. a ■ r■i■ '■'■ii .... C" % : ..iii.iii■■■■■I ■ice ■.i■r � J / _ _ ... / ■ E�� ■■ i . 1 i ■ � i ' ■ � �■ �` ■ 1 ■ ■ ■ 111■ ■ r ■ N / /n. ■ / ■ / ■ ■n : ' ■ / ■ n I ■ ■I�'/■I■i ■ ■ ■;i ■ :■n /■/ ■ ■,■■ rr ■■ ■/ n■ari CC■ / it /-�ii / /■"i■� ■'� ;�>< ; ■ : it � ■ ■ i i ■ ,. . �i ray ■%iN . ii r ■ Ciaii .. . i ri ■■ i ■ i , P .1r -' .. ' i ■ ■ ■ ■ ' ■ ■ 'li■ " ■ ■i/a ■i�iN�' ■t■i■'i'.■ �/'/ / � i ■/■ni�iiin■ ' ".a /i ' .. , _. _ i iv i ■ ■ .a ni ■/■�' . .ii..ii.■.. i.lii■ .. 1 ■ i ■ ■DIN 11 i■■■ii■■■■■■■■ t■■Ci s ■■■■ ■■■■■■■■■ ■■■■■■■■■■■ ■■ ■ r lion■ No IN IN it 11rd, ■ i aN ■ I ■ �il� � ��■■■ �� ■ rr . � ,� u e 1■ ■ ■ .r ' .e ," .. ■ ' ' ' ■ ■ ' ■ ' ■ ' ' ■r ■ it ® ■/■ .■ ■® � ■�®® !!®�■ ■■/■■N■■ r■ ■ n� ■x'17 Tom'/ 111 WIN .■ . 1 tt/�■ .iii SEEMS ME ill■ a M-11 �i ■I,■i IN now INES ■ ■ ■ ■ ■ ' /■ r ' �■ ii®® i®®i ■/ '■'.a/® 0 M. IMM off ■�■/1 imam ON W. SRI !Lj .]%Lm ■ IN MIUMMAIGNIM momon ''ri■l■■■/�/I11 ■ ■ ■ . •� � /uil .r�r` ■ � •� ■ ■■■■/ ' r■ ■ ■■ ' ------ ■ ---- ■■ ■ ■ i ■ir�. ■�■ ■ ■ 1 ■ '� ■ � _■ ■/ ■■ ■N■ 0 Elm IN 0 'IINnruQ__ r_7_�_�_��_'�''_ss_!/_■.. :mamma �Cn■/r■/■■�■NNr■■■/I�i■■ �'■■ /ri■ ■■■rNN■.�1�■�i/ r '�'"'I�'i��' ■ ■■ • . ii■ . ■ i■ ■ aili■ ■ ■ �� _ . i' �IN�'w.�s,,■sal■�c.,. ■..nni■ ■■ �' - ----- -------- PLATE 3 CROSS -SECTiON 0. P. R. a It. E. s-rANDARD DIETZGFf,j CORPORATION mrr � 1-1o1 PA;14 17, J` F)j Ld■ LLJ :4 u LJ ul <1— > LU -j U) U) EL < < 0 2 ui Lo _j Lu Lx [if O- 0 0 >M z w o d z z■■ LU < > CL 0 :E u Lj IX m 0 LLJ 0 > Im Q� w 0U) 0 0 z zj PLI-% 3-c (, ?(Y�",n 'bt.t-; I IUN U. P. R. A R. T. STAiNIDARD UETZGEN C (-)RPORNrKX4 milly IG- was PLI-% 3-c (, ?(Y�",n 'bt.t-; I IUN U. P. R. A R. T. STAiNIDARD UETZGEN C (-)RPORNrKX4 milly IG- I I. - DI^) Steps ore to bt provided - -- -- i NOTES when Ha .is 4'•O"grbdr. For details see Si d. 1 H be :la Bata de ils v Maximum depth ( ) b IPJ rt w P g p 3"Dia weep hate ST - Standard DI -IA. ' On 12'min. When specified on Phrn 1M Imegt Is to be shipped X Cdlor _ _ In oreorcance with tanaero bn �Is-1 Trill o t Of Nistath Aqqc iurMshinq and pbcing ori rtroterlglS incidtntol to the « eTe a A N d d c 1 t 68• inlet co it k be included in IM p ice bid fa the drop _ q 8x5'widee ink' aomplett, � r1. A ,9 E E • �12' 12=15 -, {8a 24" N 'ri 1.o to - This item may be are"tdsl ar cosh in place. 4 N N w -- AliCoit a1`. plod concrete to be Cllais A} For precast Ste Sheet 103.03. v :� -)_ . '•' .:' The "H"dimensi shoxn'on the 5$tgndords and specified m - on theplats will !x meosur.d frrom the rover/ of the ouf- SECTION A -A toll pipe to the lop of the sf-l,te.P I.n H°dimensions !, ore approximate o y for estimotirng purposes and the g LL 7'g actual dimensionshop s be deferrminntr ed by the Coactor i• 4'-2" T from field conditions. In the event the i wl of the ourkbd Prot a trgfer Aran PLAN s 4 x e"Smooth Dowels A app ox 12' CONCRETE QUANTITIES FOR MIN.DEPTH ore baton of the s ucf rx,tM ewrri a.tM s rex ase )Grate Removed) C -C to be placed in all areas adlocent 12-conc.pipe- L440CuYds Concrete s"I be shaped with ct"M matoa I* pervi rei,ent sng * We4p hot% with le.12" Plastic hardwae to obuling concrete.Keyways or Other 1S"cont. pi vt- 1.528 Ctijds. Concrete a pondN of wale, in the sirutifue. The cost for cloth 114' mesh or goivatxed sttel "'t, means of prtverein4 settlement may . inert shipping "I be iKi.ded in Me price bid for mminn.m v wire did. 0.03 inch, nnbv 4 be subsfilpted when approved15by the J8 cox. pipe_ 4620 Cu.Yds. Concrefa 24'cmc.p;pt- 1.817 Cu.Yds. Coxrelt !M itruan!!. mann trardxare cloth anchor+d firmly 1.q Eng" Add 0469 Cu.Ydi. per additional foot of desir, gvlsidt of itnxtwe. y' 'SECTION STEELSECTION CAST IRON 2'_5• NOTES L2 x 2 x i-3 T1�7II IIrtI� 1!ltlf ItI11! I(f1I� tlftl) I+rtII i1(t1}1{!71! Ilf7I) IIri1I - i0�-4"long ?" Lugs to be IJ LI tt tJ tl Sl IJ U U l7 U 0�e waidtd cost with collar pint q Any alternate metthcWi of ancharoge, t �I nr!nI' meeting the opprorval of the Engineer, C � O � V � O � � � H � � may be subsrduteld for Mt cast iron .lugs m shown herraon. oil cooneoton iciwing ''' Inclodt''q N Brae RIM "j_ iUIfUtIUII1t1t1flUltUIlU17I1t fUt to collo, correctors lugs =i+ Y STEEL CAST f t- - - IRON }".11'x4" lugs II--{ 1--• 1 In 2--{ t'J� 4" Stvd Shear '{ (" �. --14 r• .. . conneclors I _ II L� SECTION C -C SECTION B -B DIMENSIONS FOR CAST IRON ONLY DETAILS OF COLLAR AND GRATE STANDARD DROP INLET SPECIFICATION REFERENCE 12'-24 PIPE MAXIMUM DEPTH (H)=10' 241 VIRGINIA DEPARTMENT 503 104.01 HIGHWAYS AND TRANSPORTATION ` �4» 12'R \ 4 :A s -'•'."a '..:,e'...•'• •1.•'."..:,a'•;" .• �•'':,+•'.'•'• A A A . •w -4 e p ' aI ' ' ' The Dottonmay of the curb and gutter ay be (constructed \ /: ��\. parallel to the (slope of sub surface coursers provi4ed a '- minimum deptth of 7" is maintained. This area may be concrete at the option of the conhactor END -SECTION DIMENSIONS This curb it to be used when DiAM. design speed is 40 MPH or toss on Rural highways and 45 MPH or ' Note: Comb. curb 8 gutter having a roodivs less in developed urban a suburban of 300'0r. less (clang fax of curb) stshdi be paid for as radial combination cur'rb IB areas, putter. 4i" This item may be precast or cast in pillace. 2'-0" Concrete to be Class A3 1f cost In pblocs, 2'- 0" 4000 PSI if precast SREFERENCE" COMBINATION Fit CURB a GUTTER 105.04 VIRGINIA DEPARTMENT 302 HIGHWAYS AND aTRANSPORTATION 20103 71-3A 38-3C*4te•Smvlr0.eltPo�w.iz'c•ttobepbadindt6..sol«tnr Sheet IOf2 b oWing CP»trtN. Ktt"•ar. a MW moans of er1l"Olq .tth-IIIA troy bt sub.fitwed ~ mpre,.d by the Engr, 1 2�-t2 f t•,-� Galvoniz*d ,,Mtr�t1 .For details bf. Inter Frame 8 Ca.er, tldvardzsd plait .bMbent !x Bot G n•t"t Y -�^�- see St'd, fC-2: on on angle of 69'3Q' and is to I 2T e. $we C - be anchored with # F4 stW itx!ar ears r e - e:ors,eclort welded to beMplate -* • ! k4"Slue rotor cmn.cla of 2 a -c. _4 11_ ..., aided IDI offIt iron of Tr-:. 2' e, • '� I - - - - Type A Type a ,' I .}.��.j.. ��y.,..�j.,.. ata- * NOSE DETAILS 1.2. �a• e" �` +-.w I ' +-+-�i--1•-i- +-F-+, R-i-.--t-+^F-F-+--F+- r. a Key.d Caws tto.yt � A 11 1( /Q r )tan A foo* M ce b !Mira. . • .. 0. , 2` d a ! berm D Expaoii.. Jsmt 2"Min. 11' Gatt.r - Y \ _ Z.,.. ..: Bas E Expansion Joint _ I if hdd is tawtrvc!dd In "ion Cvib ar wIfh In1.9roi Cwb, astt.r Is to be-01IIIA544 derail)- •4=-� PLAN - s' -o` -••l r` --s'-7----^^-..•1.111 SECTION B -B L-verbbt*- Mss. id' - �-z o { e' { - 2 •i^- { i' �--; o"- { d C -.k JdIH ' ; tat a A w» i d{ad,satt .wad craw 2 I eaG •y .z1.';. tl ' 2 ear.rt 2•_ :,7 - W... Hit . i lard' •. - rim E B 2' Dt2 : eat r I Hord.ort drills To.A poet detrii Coen M usM �• Sstwt 1 1 i' `el" Otam*ter wth CG -1 a Ca -r slandordt. wee► Hoh a WIII inose CG_ shell P. wed ". I 41Stevs art b be z __J FRONTtw ELEVATION .a)TION � n ca -z l cG-e slanaae.. � .� aw;dtd �w H. M rte tvar IM ei-I of rhe oAfor pp* " n. Mr than IM boatom 1'di+weNr .*+phos* b be located i" '' 4••0- a gtolw. 4 1. dtdn .v«b.*s mvwiot. w*y :..� .'.:.'.� ; For rep MI.[, tee A d the stru0v11,I4 in -t of IN tirvttur* shall be hoped w.n hent wrth, 121.12-pfotiit nadware T _,.J` Sid. ST•I. tfr m motor to prevanl noMin9 or Ponding of wort*r in the i'i`�-2 r.l - ] el" may oil come I +bei ty4'md.n a 9etronissd sled Notes stardord Cart CQ who- on price bid. or Cott for ilwsrt MOPi+g star Dt Includ*d in Ire 0 glace ri o 0-ir+cd wnh the Mtont Mo.,n on ansae bid for the tti°cture. wire die clot Inch,hsr»De-Ir to SECTION A -A l ' siandad D.awing DI•Me. Mrdwors corn oxhaed firmly to ' For dimentions and 4vonlitiw not ft.. sw sheet ?.of 2 of shwiwe. - t' -•I x1o.M„• DI -3A DI -3B DI -3C .'•: ' 't wap ere:. t-- L ---n i- L -__.-_._-_...I f-- L � T L4 `-_------------- -'----- --___ 1 t,, t H 1 H 1 I Flowrb-S,. '! I a i 1 0•_) 0 _�`F 0_1. IOETAfI WHEN USED ra "" °" gradi For wit, t+ed I ADJACENT TO MEDIAN ' Bata 11494.10 be srwwne trkd, '.. TM 'H"dmtn slon sho inon IM Slandvd. a14 wtwn ".reed m plena nil bort is b p. be thtd in ft -d- wM - to -tial on Ih* dons . r. be msaturad from standard plan IS -t. TM cost of nmio" and pbein9 oilmatenas - IM invert of Int oolfoff pot to fns fop of baih»!d b it. 0,.P;,4k to b. Mckded w fns oke bid 1 -tin drvp Not cornhe• - tht srrucl-. Plan 'N"d,m myon. ors aPvr ;m o only for estimating M"... and the oetuol - - dimin.ioni thvli be ditti-in.4 by IM oortratiar Length of slot (L)wiH, in .ray caw, b. Mown an Plane. - from 11,14 c-difiom, - When infit is vwd in 4' 0' Mali*., bate of inlet it to bo,sh"Ill to vonfam with kov.0*4 cvr►• Thi.;fdm tray b.prtcastorcast inp(acr. STANDARD CURB -DROP INLET SPECIFICATION 12'1-3011 PIPE MAXIMUM DEPTH (H)=8t REFERENCE VIRGINIA DEPARTMENT 241 of 104.09 HIGHWAYS AND TRANSPORTATION 503 END -SECTION 12"-60"PIPE '' ALTERNATE END=SECTION 12% 46" PIPE ES -1 Hub end on ounoti drnd-sections tk,b end at 00*1 red -sect" S00 end an nief ind-soctlom _ - SpgM end Ott keNt end-3«ttkm _"•...-•••- X -- -- X X ------ L - - I, -. ., t to I -_ - E ' Concieie to be E ' CaxJe a be - Ciasi A4.- - Class A4. PLAN PLAN �Ce p, .. C9 f, t Bora steel '''�'qp, • �', fabric of Steel fabric MWORrcirteefd - rr ibiamer+r of A rU A 1 I t D r- -- E --i f ID {----- E'---4 . SECTION X -X END VIEW SECTION X -X END Y)EW 3O2 END -SECTION DIMENSIONS s , i DiAM. END -SECTION 12"-60"PIPE '' ALTERNATE END=SECTION 12% 46" PIPE ES -1 Hub end on ounoti drnd-sections tk,b end at 00*1 red -sect" S00 end an nief ind-soctlom _ - SpgM end Ott keNt end-3«ttkm _"•...-•••- X -- -- X X ------ L - - I, -. ., t to I -_ - E ' Concieie to be E ' CaxJe a be - Ciasi A4.- - Class A4. PLAN PLAN �Ce p, .. C9 f, t Bora steel '''�'qp, • �', fabric of Steel fabric MWORrcirteefd - rr ibiamer+r of A rU A 1 I t D r- -- E --i f ID {----- E'---4 . SECTION X -X END VIEW SECTION X -X END Y)EW 3O2 I ce - NOTE: Piw ION tns sham our Pores aft based an End•Seclion ddeeigre shown ori tM )of 1. If the cantraJefnr .Nets t ' to use the alienate deskcgn stnowm dee f ' - - - the right,Mptho will bee reduced by thedift--K indmensijon'D'. SLOPE DETAIL, FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS. - VIRGINIA DEPARTMENT HIGHWAYS AND TRANSPORTATION 102 91 • PAVED AREAS.' END -SECTION DIMENSIONS • DiAM. A B C 1 0 E 12" 4i" 7 0" 2'-0" a• 0' 2'- 0" 15" 6" 2'-3" 3'-10" 6'-I" 2'-6" IS" " 9" 7 3 f-9 4-cr 3'- 24» !0 3'-?` V-6" 6:-I'`' 4V -0- W 1'-0' W-6' 1'-7 " 5•I 5-O" 36"-1 1'-3" 5-3" 2`-10 " '8' I�" 6' 0" 42" 1 9" 5'-3" 2' -II" a -Z" 6'-6" 4§2-.0. 8"2'-0 54' 'Z3 6'•0 2' Z" &'-2" 7'-0' at�D4 ,,'NMC / " $ v fay. c V'11510?rdr4r m °:.°:'t°,'d 2-1l FROM INLET TO OUTLET 'M ' t " ° , I ce - NOTE: Piw ION tns sham our Pores aft based an End•Seclion ddeeigre shown ori tM )of 1. If the cantraJefnr .Nets t ' to use the alienate deskcgn stnowm dee f ' - - - the right,Mptho will bee reduced by thedift--K indmensijon'D'. SLOPE DETAIL, FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS. - VIRGINIA DEPARTMENT HIGHWAYS AND TRANSPORTATION 102 91 • PAVED AREAS.' ENO -SECTION DMENSiONS • DAM., A 8 C D E 12" 4" 2'-0" 4-1" 6'-1" 2-0" 15" 6" 2'-3" 3'-10" 6'-I" 2'-6" 18" •9".. 2'-3" 3'-10" 6'-1" S-0" 24" !0 3'-7 2'-8" 6'-3" ' 4 -Or' 30" -0 4' 6 1`-7 6-i 5-0 36 I-3 5'3 f0 8'1. 6--0 42 1'^9- 5-3 II -2 -•6 48' 0 6:-0' 2 IT -2' .0 I ce - NOTE: Piw ION tns sham our Pores aft based an End•Seclion ddeeigre shown ori tM )of 1. If the cantraJefnr .Nets t ' to use the alienate deskcgn stnowm dee f ' - - - the right,Mptho will bee reduced by thedift--K indmensijon'D'. SLOPE DETAIL, FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS. - VIRGINIA DEPARTMENT HIGHWAYS AND TRANSPORTATION 102 91 • PAVED AREAS.' r t • - STEEL STEPS OR APPROVED EQIUAL -%-•• • i`-O"m(3x "WEDG-LOK" TYPE 2:0" -1 - OUTLETS TO BE SEALED a wR0UTE0 RUBBER COATED STEEL INS10E a OUT. . FRAME a COVER STREET STEPS OR APPROVED CHANNEL TO BE e`! 3' 0" min t r EQUAL CAST IN PLACE SECTIONS w/0,. RING SEALS. PRECAST REINFORCER r R min„ ALL JQINTB LIFT HOLES !6"moA t N a CONCRETE SECTIONS L INLETS, OUTLETS TO BE ? " "0" RING SEALS .•},'. ,} 3 .}':'t. '.fir.: . 4t:. SEALED d. GROUTED INSiOE �'r ,,,;.;:.:.. a}Y:.;t ::4':. : ': � _. , +: ',; ::.: • '' .., f2' ,.; .: `r; ` . „• .. _ :f i PIPE DIA, 3r_0" n n /2 AND OUT d STAMIE E, LYTTLE d Cal ' OR APPRQ41ED EQUAL. MINIMUM ELEVATIQN THE DROi' CONNECTION SHALL BE DIFFERENCE ACROSS KH, A FILLETED INVERT -FOR A SMOOTH TRANSITION OF FLOW at�D4 ,,'NMC / " $ v fay. c V'11510?rdr4r m °:.°:'t°,'d ';*s r1.• y;a7 FROM INLET TO OUTLET 'M ' t " ° , is 4 y �: .; +: LAYERS 15 COMPACTED BY SHALL BE 0.20 FEET, STABLE UNOISTUR8E0 {� MIN, 6" BEDDING STONE HANG TAMPERS. r, CONCRETE VAMES , w/NO.68 SOIL FOR 'UNSTABLE SOIL 0R UNDERCUT CONDITIONS FILLETS ;,.. :`: '' r t BRANCH STEEL STEPS OR APPROVED EQIUAL CAST iN PLACE. DEPTH OF FLOW OUTLETS TO BE SEALED a wR0UTE0 INS10E a OUT. FRAME a COVER STREET PLAN CHANNEL TO BE SEE FIG. S -1-D } SURFACE t r 3 SECTIONS w/0,. RING SEALS. 3/4 DIAMETER OF CONTRIBUTING t � 2,.0. ? 'T.• '. .•},'. ,} 3 .}':'t. '.fir.: . f 0 1/2•- 2" METtAS ) FIG, W -•7A PiPE DIAMETER PLUS 8" - .;.+: .. "WEDG LOK' TYPE RUBBER COATFED BRANCH STEEL STEPS OR APPROVED EQIUAL CAST iN PLACE. DEPTH OF FLOW OUTLETS TO BE SEALED a wR0UTE0 INS10E a OUT. FRAME a COVER STREET PLAN CHANNEL TO BE SEE FIG. S -1-D } SURFACE t r 3 SECTIONS w/0,. RING SEALS. 3/4 DIAMETER OF CONTRIBUTING t � 2,.0. ? AS AS MANUFACTURED SY: �'r ,,,;.;:.:.. a}Y:.;t ::4':. : ': � _. , +: ',; ::.: • '' .., f2' ,.; .: `r; ` . „• .. _ :f i PIPE DIA, 3r_0" n n /2 d STAMIE E, LYTTLE d Cal ' OR APPRQ41ED EQUAL. THE DROi' CONNECTION SHALL BE CAST IRON LID A FILLETED INVERT -FOR A SMOOTH TRANSITION OF FLOW at�D4 ,,'NMC / " $ v fay. c V'11510?rdr4r m °:.°:'t°,'d ';*s r1.• y;a7 'M ' t " ° , is 4 y �: .; +: LAYERS 15 COMPACTED BY BETWEEN INLET a OUTLET STABLE UNOISTUR8E0 {� MIN, 6" BEDDING STONE HANG TAMPERS. . ��-�_ ^' • PIPE SHALL BE PROVIDED. w/NO.68 SOIL FOR 'UNSTABLE SOIL 0R UNDERCUT CONDITIONS ' ;,.. :`: ^--+-- { PIPE IN :'t;• SHALL BE 0,20 FEET. MANHOLE• , - A FILLETED INVERT FOR A SMOOTH --••� OIA, • , ,;•`'i::+. :• ''; TRANSITION OF FLOW BETWEEN THICKNESS REQUIREMENTS ARE MINIMUM CORD BRASS CUSTOM' SETTER WITH BYPASS(Ij'4"-OWG,NQ. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE -11N ,:,; 99 %d 3, Z" -DW G. NQ. 9938 2t •• • APPROVED EQUAL FiG. S -1-A .te a�, Isit 2" PIPE TO GRADE IF LAY 1 NG, 5 k2 P05$IBLE. C ENGT 4�`iaJJ^�Q iJeljig^e�,aJrJ iaOVOP�ciu "3JjlaJ ju}'•Rt� 'i J•,j Jag or J4gTU onaJd °V 0 D :f,Vr J9 aP�4Jr' Qxt�a4t.3�4`J`JJ ,y au 1 i ..o"4�o'a'lryp•y�ad,�'° oQC' 0 Oaoe - CSECTION Or Z' MIN. THICKNESS 1 NO, 17 STONE BASE 9 LAYING LENrtTH Me ter - 10.75' TTP Or F ANr,I, --�-Lw-^. I',-----.,' - •.`r� 'z Meter Meter-Elittit.0i+1' - 10,08' » 2 Meter -Round TYPICAL METER VAULT f 0 1/2•- 2" METtAS ) FIG, W -•7A PiPE DIAMETER PLUS 8" 4'-0"o-y;a• ,3»..�� PROVIDED. • r >,r=a w::.'�///.Mrs _- .�, ,�y,�i��" , STABLE UNDISTURBED MIN. 6" BEDDING w/NO"68 STONE FOR SOIL. UNSTABLE SOIL OR UNDERCUT CONDITIONS. THICKNESS REQUIREMENTS ARE MINIMUM TYPICAL MANHOLE WITH DROP CONNECTION s :NV7 TON " Sheet f Date. Janu'9 1989 Ste � o rY 2 g� DIN SIN: GB> a� 1.0. " '- - .;.+: .. "WEDG LOK' TYPE RUBBER COATFED STEEL STEPS OR APPROVED EQIUAL CAST iN PLACE. ALL JOINTS, LIFT;HOLES, INLEITS, OUTLETS TO BE SEALED a wR0UTE0 INS10E a OUT. FRAME a COVER STREET SEE FIG. S -1-D } SURFACE PRECAST REINFORCED CONCRIETE 1.2' IN NON PAVED SECTIONS w/0,. RING SEALS. t 1.-0' max 2,.0. .' BRICK DAM _ :f i PIPE DIA, 3r_0" n n /2 THE DROi' CONNECTION SHALL BE ;f" lit"min ONE OF THE FOLLOWING! Max .d' a. OUCT'rLE IRON PiPE (CLASS 50) b. P,V,C, PiPE BACKFILLED IN 6" +: LAYERS 15 COMPACTED BY HANG TAMPERS. r• VARIES 12"mla� 12"min, •-•+: ; 3/4 01 A. OF 4 ::�": t;r; MINIMUM ELEVATION DIFFERENCE LARGEST ;.-. ACROSS M,H. FROM INLET TO OUTLET PIPE IN :'t;• SHALL BE 0,20 FEET. MANHOLE• , - A FILLETED INVERT FOR A SMOOTH • , ,;•`'i::+. :• ''; TRANSITION OF FLOW BETWEEN iNLET'a OUTLET PIPE SHALL BE 4'-0"o-y;a• ,3»..�� PROVIDED. • r >,r=a w::.'�///.Mrs _- .�, ,�y,�i��" , STABLE UNDISTURBED MIN. 6" BEDDING w/NO"68 STONE FOR SOIL. UNSTABLE SOIL OR UNDERCUT CONDITIONS. THICKNESS REQUIREMENTS ARE MINIMUM TYPICAL MANHOLE WITH DROP CONNECTION s :NV7 TON " Sheet f Date. Janu'9 1989 Ste � o rY 2 g� DIN SIN: GB> a� 1.0. " '- -71 1_5 �j %AVE AP Q (2. 1E, ITS _t:4j�, r4 C, A -iA .. ..... ,Teo �5 7 - -------- -- ------ V E� r� z \\A LV H I Px2 F 17 *4 00. NO T 7 ------------ -UML- StA _F_T SEE PE of= 10). AT ALL OW:)"Is Oc. wo f4& t�:� m SM Pf-7NIL - i5HEf_T f5 16). :3. 0 'ATF Tit 0 SCIL "Ff- C)F i�-.ITE Is _PP 06 UNIT SOIL S L) KN) ........... 4. 91 - UKBAN LAN D. LIEIE. AkP Aep\j t). F, _�7 V. 6 7 5. 76 /4.7 V Lo -5 7e, ry -jA L FIX I r; 21. . ......... . ..... - ------ ----------- x x o 7 UL, A' f' 7 MERN 111 Indicates applicability of a specific practice to one or more of the six contro', categories i�11 M l � IN r SYMBOLI TEMPORARY GRAVEL 1.01 CONSTRUCTION ENTRANCE CE CONSTRUCTION ROAD (CRS 1.02 STABILIZATION 1.05 STRAW BALE BARRIER STB 1 DESCRIPTION' ,W wo t-- LIJ {r � 1- Z LLJJOCL U 0 F_ UJ W 000 �a 000O�i� '�•^s^^s^ A gravel pad, located at points of vehicular ingress and egress on a construction site, to reduce the mud transported onto public roads and other paved areas: 0L Temporary stabilization with stone of access roads, subdivision streets, parking areas and other traffic areas CR immediately after grading to reduce erosion caused by vehicles during wet weather and to prevent having to regrade permanent roadbeds between initial grading and final stabilization: A temporary sediment barrier composed of straw bales placed across or at the toe of a slope to intercept dU and detain sediment and decrease.flow velocities from drainage areas of limited size; applicable where sheet and ri-11 erosion or ergsion from low -to -moderate channel flows may be a problem. Maximum effective w Z Z life is 3 months. p�� 11 1.06 SILT FENCE (:SF X--->�-----x---x 1.07 BRUSH BARRIER (:BB . I STORM DRAIN 1-08 INLET PROTECTION I P DD 1.1 5 TEMPORARY DIVERSION DIKE DID FD 1.16 TEMPORARY FILL DIVERSION FID RWD 1,17 TEMPORARY RIGHT-OF-WAY RVVD DIVERSION DV 1.18 DIVERSION DV � 1.25 TEMPORARY SEDIMENT TRAP ST 4mi rm ' '1.26 TEMPORARY 5EDIMENT BASIN SB TEMPORARY SLOPE DRAIN TSD 1.30 TSD + PAVED FLUME PF •1.31 �`� 1.3 5 CHANNEL CONVEYANCE S C IC 1.36 OUTLET PROTECTION OP .1.37 RIPRAP RR a temporary sediment barrier constructed of posts, filter fabric and, in some cases, a wire support fence, placed )cross or at the toe of a sllope or in a minor drainageway to intercept and detain sediment and decrease flow velocities from drainage areats of limited size; applicable where sheet and rill erosion or small concentrated Flows may be a problem. Maxilmurn effective life is 6 months. k temporary sediment barrier composed of limbs, weeds, vines, root mat, soil, rock and other =leared materials pushed toge!theO'to form a berm; located across or at the toe of a slope to intercept and detain sediment; and decrease flow velocities. The installation of various kinds of sediment trapping measures around drop inlet or curb inlet structures )rior to permanent stabilization of the disturbed area; limited to drainage areas not exceeding one acre )nd not intended to control large, concentrated stormwater flows. A ridge of compacted soil located at the top or base of a sloping disturbed area to divert off-site runoff away from unprotected slopes and to a stabilized outlet, or to divert sediment - laden runoff to a sediment trapping structure. Maximum effective life is 18 months. I A channel with a supporting ridge on the lower side cut along the top of an active earth fill to divert runoff away from the unprotected fill slope to a stabilized outlet or sediment trapping structure; applicable where the area at the top of the fill dlrains toward the exposed slope. and continuous fill operations make the use of a TEMPORARY DIVERSION DIKE unfetasibie; maximum effective life is one week. A ridge of compacted soil or loose gravel constructed across a disturbed right-of-way or similar sloping area to shorten the flow length within the .sturbed strip and divert the runoff to a stabilized outlet. Earthen diversions are applicable where there will he little or no construction -traffic within the right-of-way, and gravel structures are applicable where vehicular traffic must be accor,moddted.. A permanent channel with a rildge on the lower side constructed across a slope to reduce slope length and intercept and divert storimwater runoff to a stabilized outlet to prevent erosion on the slope. A small ponding area, formed by constructing an earthen embankment with a gravel outlet across a drainage swale, to detain sedliment-laden runoff from small disturbed areas for enough time to allow most of the sediment toi settle out. Maximum effective life is 18 months. � basin with a controlled' stormwater release structure, formed by constructing an embankment of compacted soil across ) drainageway, to detain sediment -laden runoff from disturbed areas greater than 5 acres for enough time to allow nost of the sediment to settle out. Can be constructed only where there is sufficient space and appropriate topo- graphy. Maximum effective life is 18 months unless designed as a permanent pond by a qualified prof. engineer. 3 flexible tubing or conduit, used before permanent drainage structures are installed, intended to ;onduct concentrated runoff safely from the top to the bottom of a disturbed slope without causing erosion on or below the slope. A permanent concrete -lined chiannel constructed to conduct concentrated runoff from the top to the bottom of a slope.withiout causing erosion on or below the slope. A permanent channel designed to carry concentrated flows without erosion. Applicable to man-made channels, including roadside ditches, and natural channels that are modified to accommodate increased flows generated by land development; not generally applicable to major, continuous -flowing natural streams. The installation of paved and/or riprap channel sections and/or stilling basins below storm drain outlets to reduce erosion from scouring at outlets and to reduce flow velocities before stormwater enters receiving channels bellow these outlets. A permanent, erosion -resistant ground cover of large, loose, angular stone installed wherever soil conditions, water turbulence and velocity, expected vegetative cover, etc., are such that soil may erode under design flow conditions. ' Adapted from the Michigan Soil Erosion and Sedimentation Control Guidebook vIRGiniA uniF"oRm coDinco FOR Erosion A11D SEDIMEnT OOnTROtlat RECOMMENDED PLAN SYMBOLS: Existing Contour Finished Contour Contour Drainage Divide NO. 11 TITLE KEY1 I SYMBOL Limit of Grading -------------- -- Storm Sewer Boundary of a - = Control Measure Small, temporary dams constructed across a drainage ditch to reduce the velocity of concentrated 1.38 CHECK DAMS C D 41- flows, reducing erosion of the Swale or ditch. Limited to use in small open channels which drain 10 acres or less; should not be used in live streams. WATERWAY DROP STRUCTURE -- �. _____i,, [41- A permanent structure or series of structures designed to step water flow down a slope without causing 1,39 WD `channel erosion; appllicable in natural or man-made channels with long, relatively steep reaches. An outlet for dikes and diversions consisting of an excavated depression constructed at zero grade 1.40 LEVEL SPREADER LS tttttttttttt � across a slope to convert concentrated, sediment -free runoff to sheet flow and release it onto areas of undisturbed soil stabilized by existing vegetation. 1.45 1.46 1.47 1.50 r1.60 VEGETATIVE STREAMBANK STABILIZATION STRUCTURAL STREAMBANK STABILIZATION TEMPORARY STREAM CROSSING SUBSURFACE DRAIN SURFACE ROUGHENING VSS 15 S The establishment ent of appropriate vegetation on stream banks to protect the banks from erosion. SSS Stabilizing the banks of live streams with permanent structural measures to protect them from SSS _ erosion. Particularly applicable to watercourses which must pass increased flows due to upstream development; not applicable to tidal streams. Tl� A temporary structural) span across a live stream to provide vehicular access to construction SC rt activity on either si<de of the stream while keeping sediment out of the stream and preventing - -Z damage to the channel and banks. ° A perforated conduit 'installed beneath the ground to intercept and convey groundwater. Prevents sloping S D� - - - soils from becoming excessively wet and subject to sloughing, and improves the quality of the vegetative `-`�'" -"" growth medium in excessively wet areas by lowering the water table. Can also be used to drain detention structures. -EE11 `WW -low #W r]F�KIFIF IF *1 Grading practices such as stair -stepping or grooving slopes or leaving slopes in a roughened condition by not S S R fine grading them. Reduces runoff velocity, provides sediment trapping and increases infiltration, all of which 410 "---� facilitate establishment of vegetation on exposed slopes. Applicable to all slopes steeper than 3:1 or that have received final grading but will 'not be stabilized immediately. Also recommended for other exposed slopes. Preserving and using ttopsoil to provide a suitable growth medium for vegetation used to stabilize TQ --� disturbed areas. Appllicable where pres`ervatio'OSr importation of topsoil is most cost-effective 1.61 TOPSOILING TO method of providing a suitable growth medium; not recommended for slopes steeper than 2:1. 1.65 TEMPORARY SEEDING TS "E - TS Establishment of temporary vegetative cover on disturbed areas by seeding with appropriate rapidly - 1.65 growing plants on sites that will not be brought to final grade for periods of 30 days to one year.- Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not 1.66 PERMANENT SEEDINGPS PS be brought to final grade for a year or more or where permanent, long-lived vegetative cover is needed on fine -graded areas. Stabilizing fine -graded areas by establishing permanent grass stands with sod. Provides immediate 1.67 S 0 D D I N GS O S Q -- i► protection against erosion, and is especially effective in grassed swales and waterways or in areas where an immediate aesthetic -effect is desirable. 1.6 .E Establishment of vegetative cover with hybrid bermudagrass by planting sprigs, stolons or plugs to BERMUDAGRASS SPRIGGING BE gE stabilize fine -graded areas where bermudagrass is especially suited to the site and establishment �-+ with sod is not preferred. Application of plant residues or other suitable materials to disturbed surfaces to prevent erosion and reduce overland 1.75 MULCHING < - M U >" flow velocities. Fosters plant growth by increasing available moisture and providing insulation against extreme heat M U or cold. Applicable to all seeding operations, other plant materials which do not provide adequate soil protection by themselves, and bare areas which cannot be seeded due to the season but which still need soil protection. TREES, SHRUBS, VINES �.__ Stabilizing disturbed areas by planting trees, shrubs, vines and round covers where f i 1.$0 t' VEG ir. 9 e tur s not preferred. These AND GROUND COVERS Y EG plant materials also provide food and shelter for wildlife as well as many other environmental benefits. Especially effective where ornamental plants are desirable and turf maintenance is difficult. 1.85 TREE PRESERVATION Protecting existing trees from mechanical and other injury during land disturbing and construction AND PROTECTION TP TP activity to insure the survival of desirable trees where they will be effective for erosion and sediment control and provide other environmental and aesthetic benefits. Reducing surface and air movement of dust during land disturbance, demolition or construction activities 1.86 DUST CONTROLD-- liX;J --i in areas subject to dust problems in order to prevent soil loss and reduce the presence of potentially harmful airborne substances. ; N, I it C71 fl I t1ftl EROSION ANIID SEDIMENT CONTROL 11IF111DROOK JULY 1980 PLATE 2-3 rP ' EROSION & SEDIMENTATION CONTROL KEY r. 0Wx, pf? g Townsode East Albemarle County, Virginia THE COX COMPANY - Planners Civil Engineers Urban Designers 220 East High Street Charlottesville, Va. 22901 Date: January 24, 1989 Sheet 7 of 0L dU w Z Z p�� 11 11U) 1 �O 11 UJ J �-0 ~ O ZZ w d ,Q aN Z; f - wN �� ww CL Via`. a ZQ O a- Q� Z w0 J� �� w ��wt`Z- a. 0 cn a. t-- o U r-- U) o- U) -EE11 `WW -low #W r]F�KIFIF IF *1 Grading practices such as stair -stepping or grooving slopes or leaving slopes in a roughened condition by not S S R fine grading them. Reduces runoff velocity, provides sediment trapping and increases infiltration, all of which 410 "---� facilitate establishment of vegetation on exposed slopes. Applicable to all slopes steeper than 3:1 or that have received final grading but will 'not be stabilized immediately. Also recommended for other exposed slopes. Preserving and using ttopsoil to provide a suitable growth medium for vegetation used to stabilize TQ --� disturbed areas. Appllicable where pres`ervatio'OSr importation of topsoil is most cost-effective 1.61 TOPSOILING TO method of providing a suitable growth medium; not recommended for slopes steeper than 2:1. 1.65 TEMPORARY SEEDING TS "E - TS Establishment of temporary vegetative cover on disturbed areas by seeding with appropriate rapidly - 1.65 growing plants on sites that will not be brought to final grade for periods of 30 days to one year.- Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not 1.66 PERMANENT SEEDINGPS PS be brought to final grade for a year or more or where permanent, long-lived vegetative cover is needed on fine -graded areas. Stabilizing fine -graded areas by establishing permanent grass stands with sod. Provides immediate 1.67 S 0 D D I N GS O S Q -- i► protection against erosion, and is especially effective in grassed swales and waterways or in areas where an immediate aesthetic -effect is desirable. 1.6 .E Establishment of vegetative cover with hybrid bermudagrass by planting sprigs, stolons or plugs to BERMUDAGRASS SPRIGGING BE gE stabilize fine -graded areas where bermudagrass is especially suited to the site and establishment �-+ with sod is not preferred. Application of plant residues or other suitable materials to disturbed surfaces to prevent erosion and reduce overland 1.75 MULCHING < - M U >" flow velocities. Fosters plant growth by increasing available moisture and providing insulation against extreme heat M U or cold. Applicable to all seeding operations, other plant materials which do not provide adequate soil protection by themselves, and bare areas which cannot be seeded due to the season but which still need soil protection. TREES, SHRUBS, VINES �.__ Stabilizing disturbed areas by planting trees, shrubs, vines and round covers where f i 1.$0 t' VEG ir. 9 e tur s not preferred. These AND GROUND COVERS Y EG plant materials also provide food and shelter for wildlife as well as many other environmental benefits. Especially effective where ornamental plants are desirable and turf maintenance is difficult. 1.85 TREE PRESERVATION Protecting existing trees from mechanical and other injury during land disturbing and construction AND PROTECTION TP TP activity to insure the survival of desirable trees where they will be effective for erosion and sediment control and provide other environmental and aesthetic benefits. Reducing surface and air movement of dust during land disturbance, demolition or construction activities 1.86 DUST CONTROLD-- liX;J --i in areas subject to dust problems in order to prevent soil loss and reduce the presence of potentially harmful airborne substances. ; N, I it C71 fl I t1ftl EROSION ANIID SEDIMENT CONTROL 11IF111DROOK JULY 1980 PLATE 2-3 rP ' EROSION & SEDIMENTATION CONTROL KEY r. 0Wx, pf? g Townsode East Albemarle County, Virginia THE COX COMPANY - Planners Civil Engineers Urban Designers 220 East High Street Charlottesville, Va. 22901 Date: January 24, 1989 Sheet 7 of Set the stakes. 2. E xcavate a 4"A" trench ups -lope along the line of 411 3. Staple,filter material to 4. Backfill and compact the stakes and extend it into excavated soil. the trench. ^""^.""^`^".` OF " .^L..` BARRIER._ ^ :e: Installation- Plate l �for Sediment Control, 3herVood and Wyant PI an Points A should be higher than point B PROPER PLACE.IE:11` OF A FIL TER BARRIER IN A DRAINAGE WAY ' VDH&T NO. I --'^ HALF PLAN F_ a HALF PLAN RALF PLAN TREATMENT TREATMENT TREATMENT Jjj HALF PLAN HALF PLAN TYPE 8 TYPE 5 HALF PLAN TREATMENT TREATMENT TYPE 8 TREATMENT 65* NOTES ,W. Type A or 8 tr*Q"�f to be 0; t9ticitiod ori the plont. HALF PLAN RALF PLAN TYPE A TYPE 8 SEC FiON 8-8 ` ------------ imp _PITCA TQ qE Off TE/AF WkEi-1 KKY, 4 US4 Tyrkl�l[ It.- .. p1w. rt -01 Sid, Slope, bollorn idth, ond depth � ~ - 7T5 PEcTFiCATION STONE FOR EROSION CONTROL ` '_^_[` ~,\\Kv *`vmmmmo§y^nrucwr 205 303 114.01 HIGHWAYS AND TRANSPORTATION 418 Source: Adapted from Installation of Straw and Fabric Plate I.Obb ` d C |, Sherwood and Wyant ` Curb Inlet CD Wire Screen I G r , a - v e I Filter oncrete Block, Runoff Overflow Filt-red Water Sedimen - " , . ^ - ` ` _ / . | � ' - ' ~ ' .' ` ` '- ire creen 2"x�" Woo tU�--/ ^ -\�-CUrb Inlet ^ i li i ThiS'0eth0d Of inletl iC��e at curb inlets where an overflow Capability is neCe3Sd' to prevent 8XceSIjYe ponding in front of the structure,, '. ' ' � BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER � ti-S'T,OR�JI WATER INLET COMPIJTATIO;N.S` .y DRAINAGE RUNOFF FtriNFALL . INCR; . CARRY- GUTTER GUTTER CROSS GUTTER DEPTH INLET _....:..., GUTTER r'- SPREAD GUTTER ,SUMP CONDITION AREAi COEFF,_ INTBVSITY RUNOFF OVER FLOW SLOPE SLOPE ,WIDTH X -SLOPE. AT " CURB SPREAD L STA.,. A C C A C• I Q Q S S ,. T W W/T S S w.. /S. E o Qa. / La LA L/L a a/y Q/Q a Q` Q{{ h Q/L H/h H; T NOTES FROM NO„ A 2 2 c.o Q.T. w -I G .o _ FT. AC.: IN./HR. C.F.S. C.F.S. C.F.S. o � o FT; FT, - F T , C,F.S.lFT, FT_ C.F.S. C,F,S.' �o /o r % FT. �} apry�# ,r} a� j ��yy }/��y yy'',, �{ ,ary j /) ,+)� p•� f $d,1e d 5e .'AF61'aLP � '.�' w C'/, .°� Y'.�� Ls, �siw• ,ifm �� a � 9•_�7Jj - B=f.F �r i/+�.i Cr'-. � �', — - 1x �2 �� /� f . ✓�'. G f , � 3'1))1510 imP+ t / 4�4/ 0, '1'( •. , -.0-73 P ad 1,0- "' liA ' .ai . •'T .J 3 Y "J r?l'=°= 1� "� 0 . o r').D:� S >, C1 Co �•�?( a /�F� 0,Oiw a •2,, Z),; OO � 1,6v �,lJ ✓� r� y <' 'i, l • ? >/a 4 _ "STORM' CRAINIVC RUNOFF _,. _ ._ r AREA COEFF: TO Sl"R. C .. A C38 __ R DESIGN S SEWE. RAINFALL TIME OF (; A - - --ti- .W RUNOFF - INTENSITYi CONC: - iINC• :.___ �• p pE` i_..- ��o T=� wQ �iA. 910 INC R. -ACC. -.].* IN.lHR. MIN. � C.F.S. C.,F,S, IN., CO�VIPUT`ATIONS. ` DESIGN PROFILE _.�_._._ ALLOWS VB_OCITY LENGTH. SLOPE , UPPER ol V L _- n INVERT F Pr5:., _F,T ELEV.. LOWER. STATION .INVERT - ELEV. . - N,O :. =TYPE/ T' AFREA 0 t Q -;■ - Ton ns�de East - v - OUT Ahw N(OT'ES inlet control • � ,> . .., s .{ ... Al fF' ou.tlet,con.frol ,:. .� •Ae_. •g 5 F, k r x"::fid -�--. ,.-:....,..-. :, SIZE MIN. ;Ac, :_COX' .COMP:A.N Q/B hw'/D hw Ki d c .,, .;. �� _ H: I L.S;+o hw . ry ' Slheet U. of Date Janua ;24, 1989 �_--. „ ruacy';:2D 19ffi , *Re4 r 574 11!51 7_71 10, 0113 '"F✓ � �_ *7 � '#. { � " '_ �.�� «�. � ..:t a<-:.,}�''�^� ',::;3 �.J`°':a R.,.ta.a �yt'�t�°r�;d� /�� 1.;�. i1 �,� ��id - f2l-' f3 0.10 0: 0, 0911 '� J5 o.64 12 n.>F� �,�i��, _._1 _ _1.1r) 171 (v 3. a� 3 ` I y �.�� r�l_7 L c��a sty Cvv`I ate -�.� D �,5 �.� �;, .4 : Sa 115 COW. _ ____ 1�1'0-�..-�_' —f-------__�.`1 �J,i �. _�.� -.!'.� a,!'- -1.10 8 L7 P' "_,+`✓L/ . C �SC alai t�lr acs act t�:�i� 01, 55 �. 1 jj 0. 5,2 �{, 1 • 1 - 49 r3 T a iY.� ( �x` 1'✓ ' I �"} �. � *.) -a«a�. f �,: �. �.;:� 13, 13o .✓ .,)`Yl• (t ��t S,4,1 ��i�7 ��1 � � �.d f i t?€ a4 c»' rp, !- 0 0. r �- T 1 a I eq 1A 50 j( l . E �A t9 g at�t�, �o ! C� . CMZ (� L— 1 i..t� ria•'--�� •U >1.�i ca.� �� ` `l -t � Li.� P,�?� ��' �"�,�d ��f�.p� �7��, RC.� o 7,4 t) i !,i 'y 9,0 1 0. 'x{I !P,9 9.3,' a . r f,�. '3 ' I �r� G)CJ _ �4C�G✓+�� - - ---- "- f. -f i) •-"� I€?; - �.CJ"r• a �! i p') 16 4 r .i "% °'Ijs ', eff:.✓ J6 ?.�'r 1. ~r G�•J.7 G'.Y z A. p _t�=1, r 7 �>�• t 'l + � 1 1 f `i �j K. j '�} .G'" `i4✓ �t�. C%r.,at ., Llr 4 d. I � _ - _ r: —_ _ i. _-__ —.- _ ._._.__._ — _ YF '1 : �' �- - - .. i - ' .-- I - - - P ! 'i a �r! �1 , �.J � �d *✓ ' p$ -i: .6"' o� " tt,-j ,/.� y.�-�,� '/ may, j��t ,,.y g j - :-- �a 85, . -. }f ^3 l � ".. 'l!`7:.r ;� �"ax '"7. -,.. r.•"_`e m .:,�_.,m, _�.,•." -_. - - - __._- - —_-. __,_._-___—_ -___.___ ._._..._.__ -r----_-__ __.-_ ..._.__-_.._ ._.._.___ .-'___ _._.- - .. - _ � ti-S'T,OR�JI WATER INLET COMPIJTATIO;N.S` .y DRAINAGE RUNOFF FtriNFALL . INCR; . 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RAINFALL TIME OF (; A - - --ti- .W RUNOFF - INTENSITYi CONC: - iINC• :.___ �• p pE` i_..- ��o T=� wQ �iA. 910 INC R. -ACC. -.].* IN.lHR. MIN. � C.F.S. C.,F,S, IN., CO�VIPUT`ATIONS. ` DESIGN PROFILE _.�_._._ ALLOWS VB_OCITY LENGTH. SLOPE , UPPER ol V L _- n INVERT F Pr5:., _F,T ELEV.. LOWER. STATION .INVERT - ELEV. . TOP - ELEVm N,O :. =TYPE/ T' AFREA 0 t Q -;■ - Ton ns�de East - v - OUT Ahw N(OT'ES inlet control • � ,> . .., s .{ ... 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