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HomeMy WebLinkAboutSUB201300045 Plan - Approved Road Plan and Comps. 2004-05-26(D CD < 0 (D 0 0 a E a 0➢ 0 0 fQ C 3 cr CD to (D C, fi x 0 0 0 0 CF 0 to Q C 0 c o C c C; 0 r 4 0 =r 0 LEGEND ROADS A Z_L JA 6 JJ $1 .200 PROPOSED CUL VERT TEMPORARY CULVERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC -3A DITCH LINING DEPTH OF RIP -RAP DITCH JU TE MESH EC -2 DEP TH OF JU TE MESH DI pozilr >T CLEARING LIMITS VDOT STANDARD STOP SIGN EXIS77NO CONTOUR PROPOSED CON TOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK CURB TSW DENOTES TOP SIDEWALK EROSION . ( ROD * VIRGINIA EROSION & SEDIMENT CONTTOL MT HANDBOOK SPECIRCA17ON NUMBER CENERAL NOTES 1. OWNER \DEVELOPER: BEIGHTS DEVELOPMENT CORPORA77ON clo MR. THOMAS SINCLAIR 800 E. JEFFERSON S7REET CHARLOTTESVILLE, VIRGINIA 22902 TELEPHONE: (4J4) 245-0100 FAX: (4J4) 245-OJOO Z 77MMONS CONTACT: MR. SHAWN A. SMITH, P.E. 7ELE.-(804) 379-6142 E-MAIL:shown.smith@timmons.com 3. TAX MAP NO.: 89-73, 89-73A, 89-7JR, 89-7JC, 89-73CI, 89-73D 4. ZONING : R A RURAL AREA (EXIS77NG) 5. USE SINGLE FAA41LY RESIDEN77AL 6. ACREAGE: 566.308 AC, (EXCLUSIVE OF CEMETERY TRACT) 7 NUA48ER OF LOTS : J7 8. CON rRAcmR SHALL VERIFY LOCA 77ON AND ELEVA 77ON OF ALL UNDER r UTILITIES SHOWN ON PLANS IN AREAS OF CONS7RUC77ON PRIOR TO STAR77 WORK. CONTACT ENGINEER IMMEDIA TEL, Y IF LOCA 77ON OR ELEVA 77ON IS DIF- FERENT FROM 7HAT SHOWN ON PLAN, F THERE APPEARS TO BE A CONFL111 AND UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLAN. ROAD NOTES GRADWG 1. THE LA 7EST ED177ON OF THE ROAD & BRIDGE SPECIFICA 77ONS, 7HE ROAD & BRIDGE STANDARDS OF THE WRGINIA DEPARTMENT OF 7RANSPORT4770N SPECIFICA77ONS SHALL GOVERN THE -MA7ERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT 2. W14ERE UNSUITABLE MA7ERIAL IS ENCOUN7ERE0 IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MA7ERIAL TO THE SA77SFACTION OF THE ENGINEER. J. ALL GROWTH OF 77?EES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER 7REES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD IN7ERSECTFONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 7HE C0NS7RUC77ON OF 7HE SUBGRADE. DR . INA 1. ALL PIPE. CULVERTS, EXCEPT PRIVA 7E EN7RANCE5, SHOWN HEREON ARE TO BE RCP MTH A MINIMUM CO VER OF ONE (1) FOO I. 2. STANDARD Ut4DERDRAINS (CD -1 OR CD -2 OR UD -4'5) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND/ 77ONS INDICA 7E. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTV AND HAVE A MINIMUM DIAME7ER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH 774E WRGINIA DEPARTWENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL -DRAffiVAGE EASEMENTS SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON THE ENGIINEER. DRAINAGE EASEMENTS, SHALL EXTEND TO A POINT DEEMED AS A NATURAL IffATER COURSE. PA ffiYE 1. AN ACTUAL COPY OF 774E COR REPORT IS TO BE SUBMITTED PRIOR TO 774E PLACEMEfNT OF THE AGGREGATE BASE MATERIAL. IF THE S5V VALUES ARE LESS THAN 10,1, THE DEVELOPER WILL BE REQUIRED TO SUBA41T FOR ENGINEERS APPROVAL THE PROPOSED ME774oD OF CORREC770N. 2. SUOGRADE MUST BE APPROVED By 7HE ENGINEER FOR GRADE, 7EMPLA7E AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MA 7FRIALS MUST BE SUBMITTED SHOWNG 7HE MA TERIAL MEETS TlqE REQUIRED GRADATION FOR TYPE I, //, OR A/ PRIOR TO PLACING A GGREGA I 7E BASE. 4. THE USE OF AN AGGREGA7F SPREADER IS REQUIRED WHEN PLACING AGGREGA7E BASE. 5. BASE MUST BE APPROVED BY ENGINEER FOR DEP7H, TEMPLA7F, AND COMPACRON BEFORE ,SURFACE 7REA7MENT IS APPLIED .6. B17UMINOLJS SURFACE TO BE APPLIED IN ACCORDANCE WTH CURRENT WRGINIA DEPARTUE:NT OF TRANSPORTATION SPECIFICA77ONS, Z ENCROACIHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT D NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMIT70 WITHIN 7HIE RIGHT OF WAY, ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERM11T ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCA7ED WITHIN 7HE STREETS RIGHT OF WAY I ROAD _& DRAINAGE ONLY CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN TAKEOFF 1.5" ASPHALT -SU STB Ll I I I Gid STRAW BAIL BARRIER 3.04 J0, 709 sy b.- I a.. . F, P, M 7EMPORARY DIVERSION DIKE 3.09 344 LF M CLEAN WA TER DIVERSION 36" CL IV RCP ST =PEW.%u4n 7EMPORARY SEDIMENT 7RAP ,313 160 LF QMD) SEDIMENT BASIN 3;14 1981 LF EW -1 INLET PROTECTION 3.07 SF v X X SILT FENCE 3.05. CE 00 C@) OR A CONSTRUCTION. ENTRANCE 3.02 CD , CHECK DAM 3.20 FDS 7EMPORARY FILL DI VERSION 3.10 PERMANENT SEEDING 3032 TO TO TOPSOILING 3e 30 CULVERT INLET PRO TEC 77ON 3.08 US 11 ------------ N UnLITY STREAM CROSSING 3.25 TEMPORARY STREAM CROSSING 3.24 CENERAL NOTES 1. OWNER \DEVELOPER: BEIGHTS DEVELOPMENT CORPORA77ON clo MR. THOMAS SINCLAIR 800 E. JEFFERSON S7REET CHARLOTTESVILLE, VIRGINIA 22902 TELEPHONE: (4J4) 245-0100 FAX: (4J4) 245-OJOO Z 77MMONS CONTACT: MR. SHAWN A. SMITH, P.E. 7ELE.-(804) 379-6142 E-MAIL:shown.smith@timmons.com 3. TAX MAP NO.: 89-73, 89-73A, 89-7JR, 89-7JC, 89-73CI, 89-73D 4. ZONING : R A RURAL AREA (EXIS77NG) 5. USE SINGLE FAA41LY RESIDEN77AL 6. ACREAGE: 566.308 AC, (EXCLUSIVE OF CEMETERY TRACT) 7 NUA48ER OF LOTS : J7 8. CON rRAcmR SHALL VERIFY LOCA 77ON AND ELEVA 77ON OF ALL UNDER r UTILITIES SHOWN ON PLANS IN AREAS OF CONS7RUC77ON PRIOR TO STAR77 WORK. CONTACT ENGINEER IMMEDIA TEL, Y IF LOCA 77ON OR ELEVA 77ON IS DIF- FERENT FROM 7HAT SHOWN ON PLAN, F THERE APPEARS TO BE A CONFL111 AND UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLAN. ROAD NOTES GRADWG 1. THE LA 7EST ED177ON OF THE ROAD & BRIDGE SPECIFICA 77ONS, 7HE ROAD & BRIDGE STANDARDS OF THE WRGINIA DEPARTMENT OF 7RANSPORT4770N SPECIFICA77ONS SHALL GOVERN THE -MA7ERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT 2. W14ERE UNSUITABLE MA7ERIAL IS ENCOUN7ERE0 IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MA7ERIAL TO THE SA77SFACTION OF THE ENGINEER. J. ALL GROWTH OF 77?EES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER 7REES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD IN7ERSECTFONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 7HE C0NS7RUC77ON OF 7HE SUBGRADE. DR . INA 1. ALL PIPE. CULVERTS, EXCEPT PRIVA 7E EN7RANCE5, SHOWN HEREON ARE TO BE RCP MTH A MINIMUM CO VER OF ONE (1) FOO I. 2. STANDARD Ut4DERDRAINS (CD -1 OR CD -2 OR UD -4'5) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND/ 77ONS INDICA 7E. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTV AND HAVE A MINIMUM DIAME7ER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH 774E WRGINIA DEPARTWENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL -DRAffiVAGE EASEMENTS SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON THE ENGIINEER. DRAINAGE EASEMENTS, SHALL EXTEND TO A POINT DEEMED AS A NATURAL IffATER COURSE. PA ffiYE 1. AN ACTUAL COPY OF 774E COR REPORT IS TO BE SUBMITTED PRIOR TO 774E PLACEMEfNT OF THE AGGREGATE BASE MATERIAL. IF THE S5V VALUES ARE LESS THAN 10,1, THE DEVELOPER WILL BE REQUIRED TO SUBA41T FOR ENGINEERS APPROVAL THE PROPOSED ME774oD OF CORREC770N. 2. SUOGRADE MUST BE APPROVED By 7HE ENGINEER FOR GRADE, 7EMPLA7E AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MA 7FRIALS MUST BE SUBMITTED SHOWNG 7HE MA TERIAL MEETS TlqE REQUIRED GRADATION FOR TYPE I, //, OR A/ PRIOR TO PLACING A GGREGA I 7E BASE. 4. THE USE OF AN AGGREGA7F SPREADER IS REQUIRED WHEN PLACING AGGREGA7E BASE. 5. BASE MUST BE APPROVED BY ENGINEER FOR DEP7H, TEMPLA7F, AND COMPACRON BEFORE ,SURFACE 7REA7MENT IS APPLIED .6. B17UMINOLJS SURFACE TO BE APPLIED IN ACCORDANCE WTH CURRENT WRGINIA DEPARTUE:NT OF TRANSPORTATION SPECIFICA77ONS, Z ENCROACIHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT D NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMIT70 WITHIN 7HIE RIGHT OF WAY, ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERM11T ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCA7ED WITHIN 7HE STREETS RIGHT OF WAY I ROAD _& DRAINAGE ONLY CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN TAKEOFF 1.5" ASPHALT -SU 6W.-AMMAV"I J.... BM -25. 0 MMUMMM 6" BASE STONE -21A 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit 'shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where' any discrepancies occur the requirements of, the permit shall govern. 2. Construction inspection of all proposed roads within the development will be, made by the County. The contractor must notify the Department of Engineering (296-5861) 48 .hours in advance of the start of construction. J. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Pa rt 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be. installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. if a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizon tak vertical). Where reasonable obtainable, lesser slopes of 4. 1 or better are to be achieved, Z Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT, All drainable outfall easements are to be extended to,. a boundary line or a natural watercourse. The contractor shall field verify the length o#' a// storm drainage pipe. 8. Guardrail locatioins are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of. VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the .face of guardrall, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, 8 or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabIlIze a drainage channel wthen, In the opinion of. VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone may be required depending on the category of road design. 13 Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typlaal pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans, Exceptions will not be allowed, 14. All required sigins. (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance. Signs and their. installation shall conform to '*"Albemarle County Road Noming and Property Numbering Ordinance and Manual" and the Wirginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown om the plans, The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits to) be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted 5mph below the design speed. 15. Road plan approval Is subject to final subdivision plot validation. Should the final plat for this project expire prior to signing, and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of. the, Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 17 Use VDOT standard CO -1 or CO -2 underdrains under the subbase material at all _cut and fill transitions and grade sag points. .18. The stream buffer(s) shown hereon shall be managed in accordance with the Water Protection Ordinance of Albemarle County. 19. A video camera inspection is required for all storm sewers and culverts that. are deemed Inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordnoce with VDOT's video camera inspection procedure and with a VDOT andlor county inspector present. In addition, if, high-density polyeth)4ene, (HDPE) pipes or pipe system is installed, the contractor and a representative from the pipe manufacturer QUAN7777ES AS SHOWN ARE APPROXIMATE ROAD _& DRAINAGE ONLY CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN TAKEOFF 1.5" ASPHALT -SU 9.5A 27,936 SY J.... BM -25. 0 27,936 SY 6" BASE STONE -21A J0, 709 sy DI -5 .18 EA 54" CL IV RCP 344 LF 48" CL N RCP 336 LF 36" CL IV RCP 144 LF JO" CL /// RCP 452 LF 24 CL N RCP 160 LF 18" CL N RCP. 108 LF 15" CL /// RCP 1981 LF EW -1 20 EA RIP I 4 EA 1 EA EW- 7S 2 EA .ROADSIDE DITCH GRA ' SS 6,940 LF E-2 15,420 LF EC- JA 2,830 LF I A A I AF, I I F IFF F r i QUAN7777ES AS SHOWN ARE APPROXIMATE ROAD _& DRAINAGE ONLY CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN TAKEOFF 1.5" ASPHALT -SU 9.5A 27,936 SY J.... BM -25. 0 27,936 SY 6" BASE STONE -21A J0, 709 sy DI -5 .18 EA 54" CL IV RCP 344 LF 48" CL N RCP 336 LF 36" CL IV RCP 144 LF JO" CL /// RCP 452 LF 24 CL N RCP 160 LF 18" CL N RCP. 108 LF 15" CL /// RCP 1981 LF EW -1 20 EA EW -2 EW -6 4 EA 1 EA EW- 7S 2 EA .ROADSIDE DITCH GRA ' SS 6,940 LF E-2 15,420 LF EC- JA 2,830 LF "'E MATERIAL QUANTITIES ONLY CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN TAKEOFF LE-OSION COAMBOL CONSTRUCTION ENTRANCE 1 EA SIL T FENCE 10, 500 LF INLET PROTECTION 18 EA CULVERT INLET PROTEC77ON 5 EA TEMP. SEDIMENT TRAP 2043.5 CY(WET) OUTLET PROTEC77ON 14 EA ROCK CHECK DAMS 61 EA PAVED WASH RACK I EA PERMANENT SEEDING 32 AC DUST CON7ROL ALL 'SECTION DI VERSION DIKE 13, 730 LF STREAM DIVERSION 8 EA CL. I RIP -RAP 390 CY CL. IJ RIP -RAP 64 CY Mountain Valley Subdiviision Field Observation of Impounding Structur January 14, 2004- 1 THE DIVISION OF THE LAND DESCRIBED HEREIN IS WTH THE FREE CONSENT AND IN ACCORDANCE AND WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND 7RUS7EES, ANY REFERENCE To FUTURE P07EN77AL DEVELOPMENT IS TO BE DEEMED AS 7HEORE77CAL ONLY ALL STATEUENTS AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. -------------------- OKWER A GEN T COHMO"WALTH OF VIRCINIA COUNTY OF ALBFMARLE TO WIT: A NO TAR Y PUBLIC IN AND FOR 774E COUNTY OF ALBEMARLE; COMMONWEAL TH OF VIRGINIA , DO HEREBY CER77FY THAT EVERGREEN LAND COMPANY WHOSE' AME IS SIGNED TO THE STATEMENT OF CONSENT TO DIVISION HAS ACKNOWLEDGED 7HE SAME BEFORE ME IN MY - ANID COMMONWEALTH AFFORESAID. GIVEN UNDER MY HIAND THIS DAY OF -2003 NOTARY PUBLIC MY COMMISSION EXPIRES W v \V 1A -------------- f 01 h, N / r :5: - - - - - - - - - - - - - JIc 4�. 0 X NZ < W I P,� N - - - — — — — — — — — — C - ---------- ---------- 0 U A-qRS-7- 49 y NI 0 W -7 IbY OT Or L Aj A - - - - - - - - - - - 4b- -cv Aj f .. . .... 462 -7 . . . 2�37,, ACRZS�r 'Opp 7 > 1y^ 1111f 0) .4 :7 LO 10 S) vs, r Lp, T �9, �y x4 00 A to < 9�T \40 24 A P.Ra 0 Ile 6F -Ac'fits 40TIl 19 > .3 -'VU4 -71 ACNS X -4p T41 - - A W -lar AP)W .bib 1A R91 L 5.2 ORES 25 1W -ACRW 7 'LOT 2Q L QT 36 L Or -T- ACRNN - — — — — — -28.9f- 1517 - - - - - - - - - - - Lul - - - - - - - - - - AWiq 4�37 -4 A - - \1 ivy CA 40, 7-71 w I ACRJq (0 v 0 - LOT 10.02 OCRES 7 ------------- — 651 S� �38 LQ I' -s-5 02 -0 7 85-- L —0 0! lb 1161' LOT 23 - - - - - - -0-00 ACIWS rip, 7�j V 41' t 0 C) �7 t 0 0 0 0 /0 lit .70 < OP P� 'IN OSED MOSBY MOUNT'A SUBDIVISION 0 - - -- -------- k-6 300 -cl IVAN R WU No. 24803 '1(01YAL 11 00041% v J 40- -0 < �, M 0 F - (D 0 > W 0 03 0 z W Z) u U Z 0 -6 a) < LLj 00 -0 -c F - Lu < 0 0 0 a 0 LLJ 0 C: 41 < < cj� a- 0 w ::) 0 W 0 L- n- 0 W 1-� > (D < 0 Z 0 -0 w -j < 0 > ui < :3 0 6 u*) < 0,6 0 > 0 JOB NO. 41 20922 0 SHEET NO. -a P 3 > DESIGNED BY S. SMITH CHECKED BY SCALE 1 "=300' 77 D 6111103 11 00041% v J 40- -0 < �, M 0 F - (D 0 > W 0 03 0 z W Z) u U Z 0 -6 a) < LLj 00 -0 -c F - Lu < 0 0 0 a 0 LLJ 0 C: 41 < < cj� a- 0 w ::) 0 W 0 L- n- 0 W 1-� > (D < 0 Z 0 -0 w -j < 0 > ui < :3 0 6 u*) < 0,6 0 > 0 JOB NO. 41 20922 0 SHEET NO. -a P 3 > DESIGNED BY S. SMITH CHECKED BY SCALE 1 "=300' 77 11 00041% v J 40- -0 < �, M 0 F - (D 0 > W 0 03 0 z W Z) u U Z 0 -6 a) < LLj 00 -0 -c F - Lu < 0 0 0 a 0 LLJ 0 C: 41 < < cj� a- 0 w ::) 0 W 0 L- n- 0 W 1-� > (D < 0 Z 0 -0 w -j < 0 > ui < :3 0 6 u*) < 0,6 0 > 0 JOB NO. 41 20922 0 SHEET NO. -a P 3 > /�11 '_ - -- � 1, �- _,. -„_ -- V _ , -. • / ✓, ,s I N -.- - ✓ _ $ _ _ ___ -- - __ _ -_ - / A % _ 1 ..I � 11 ", — -1 — I - _ ___ - , I I __ - ____ . _. - ,_ � 11 . `-, _� 1, , — - ' ` f y �_ - _ `-, ! '" r f -850 _ - -- - T _ - T M1 -... _ _ -, �'0 __� -, , 1 - - 11 I 11 .11 ,,,, -1 . - - - - - , -1 ,_ - - - __ _ - __ _ -, __ - - _� " " "I s � ��, �, -, �, , " I I , - - __ _­ s I- % '% '� .... _ M1_'�""- _. ._- .._. .._, _.,_ „ „ s� 'r' y/ . '�' .r i' s r jI _� ~ \'�`�,\ ` � ----, ` _ �, •'� _ � � ,_ IV -AN y�yy p�py ���yyyyyyggg k'"� r I J % -' "' - ' -- — ' '� �// f .% — -1 '/` r �/ -„' r ! `r` �"` ' 4 '\ ,,, \, 1' ` ` '� `� `" ~ - -. �'' `'`. ~ \ ` .,l �'`• '_� �"' ~ \ l �' -+. _ 8 @.'%V d&So y.� 1. r / y . ' 1 11/ / -'•_ '`"� - I 11 ✓, l r' rr I -- �rq4 - {J -`-„ - \, \ ,., ", 11 - �._ ` '` O ` " I., 4` ^ .,1 �'�`r� `\ � yam\ ` \ ` •- 4..�� 7 L`t 6/c3 tr a it 11 _,,,. t ,/ .- '- __ «.._ �--•------ _ _ _... ._._ ..._ .„.. - y. -._ --- I �, I / / �• ,__ tF'- ,-,_ -_ --- _ ., � \ `�' ,,4 � � -.. � _ ''`�_�^\ ,,` ' , " " � � -„ _ �� A�• 11 --, , rr ' J // „-- - -- _ _'^• � . _ `' ✓` `� ® ✓ ,� . _' ! , r- 71f -`. '` \ _,,, '` . 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I - _r_ c ­­ ­ �,.�_­..­� _11_� P_ fo _77 II.<U 4)MA RR I EA /�APRR4 T; Llml J�bl H 'WE' 111'4 L) f EA �p/ r,6- YDQT S� IVAN PROPO 5 ymf Y, SED T 1/ L 1, IGR T R wu AINFIEL . . . . . . . . . . . . . IF, C RIP -RA, - D tA D _R q YZ ORAL 0 I< I7/ E E t -c Lu '20' RAJNAGE� w :�EA EN T' < < z CL E_ ul ujz: Z 0 00 4a 0 Z Z Z Z 0 ly- u- z z z U) Ln IA ILu < V0. kDtH 0 r� jmq Z VDO T z u 0 ESiW T �cl 0 C) 0 a A4"N r7-7 > Ilei PROPqs�E D DRAINFIELD/ 'EA SEMENI T u IIlly z 0 U-1 uj Lu (f) to U) Ln y -'-sw IIm Lu LLJ LLJ LIJ 'ME T kASE JV ck� CK ct� cy- ILu ........... > E uj k -H CL Lu II0 ope > A> . . . . . A ND, ORAIN DATE I -VAR 0 6111103 DRAWN BY D COLEY I, -VDOT--. TD DESIGNED BY 'V -R: A S. SMITH ISE T PEN tA '!�VDQT- §T,D.- J_ ---- - - ---- -N -ALE --EASEME -T EC-;:� ES -0 A I VD 0,T -'STD' . 5HEE 2 FOR NOT. I "=50' - - ---- ---- ---- S WA41BA4P IMPOUNDMENT REHABIL S, IE -A SEAWEN LIMIS, OF E I' NU. p ASS T STD. -"EC- 1, La=10' E Al �LOPE 7 C. Y OF, _S8 CLA "�LOPE T RIP -RAP Olo /V00T, v b, AR, ID�TH DOT V W V L nRA go, SCALE - 'DRA 20 Ts OPE ESUT-- G EE" -DTCH vAR '-WIL _sL 7,AP DRAINAGE 0 ci� 5 t. C-1 11 EAsEmEN VA R. WID TH'"' 1 CLAS A P ------- Ifi0i -L OPE tSM T DRIVE - 12 I'm z vbb'f_ ---------- —t'— 4L R0 -EC-2 \VD9T\.STD.j vu0 T Sp.' 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TO BE DEMOLISH 019 PROPOSED' -ORAINILD RIA4 ELEVATION REFERS To TOP OF &4ANHOLE COVER FOR STANDARD ANHOLES, AND TOP OF INLET B SHEET NO. -a OX FOR STORMWATER INLETS. :3 VDOT STANDARD Sj"_j STEPS SHALL BE USED FOR ALL STRUCTURES NTH A DEPTH OF 4p-0" OR. GREATER. GRATE BARS ARE TO BE INSTALLED ISO THEY MLL BE ALIGNED PARALLEL TO DITCH FLOW 7 -r- c: ok E 0 P I P E N F 0 �R M A T I 0 N I N L E T I N F 0 R M A T I 0 N 0 INLET. STA77ON VDOTS70. EW -1 ENDWALLS &U. VDOT S7D. EW -1 ENDWALLS VDOT S7D. EW -1 ENDWALLS COWR C1, RATE A111 & ST -1 REOID fill -ORAINILD RIA4 ELEVATION REFERS To TOP OF &4ANHOLE COVER FOR STANDARD ANHOLES, AND TOP OF INLET B SHEET NO. -a OX FOR STORMWATER INLETS. :3 VDOT STANDARD Sj"_j STEPS SHALL BE USED FOR ALL STRUCTURES NTH A DEPTH OF 4p-0" OR. GREATER. GRATE BARS ARE TO BE INSTALLED ISO THEY MLL BE ALIGNED PARALLEL TO DITCH FLOW 7 -r- c: E 0 0 -ORAINILD RIA4 ELEVATION REFERS To TOP OF &4ANHOLE COVER FOR STANDARD ANHOLES, AND TOP OF INLET B SHEET NO. -a OX FOR STORMWATER INLETS. :3 VDOT STANDARD Sj"_j STEPS SHALL BE USED FOR ALL STRUCTURES NTH A DEPTH OF 4p-0" OR. GREATER. GRATE BARS ARE TO BE INSTALLED ISO THEY MLL BE ALIGNED PARALLEL TO DITCH FLOW 7 -r- c: _ / / Jf , ✓ l t, 1 '1 k i , y ! \ p p �q -- _____�_` -1 \11 � ` ry � J f//r ,y✓ ✓r✓f / r,'� t1\1 !1!1 ka, t tt. 1 } t1 t � 1, k t q 1 \ � \`\ �_ `�� 0tl ! �1 ` - .. �` y r" sd/ ✓ >/ / tkillkk ;it«e'k1:� \!i !i4 1t\ \ \ 1 \ \\. �. �1 DESCRIPTIONS y d f ..,y ti... �.\ ` / r \ •., r` 1 t t -• w. - , / /° t \k \ \ N L E T I N F ` "' '.._ , '',� k i l ! } , ,t i � 1 '_ \ •,,, �®10 1 f� 1 N F 0 R M e� �` 1 0 N . \ , ti _ -- .. _-_ .__ .- - ' / , ' J' \ - 2®. QO 190.44 90 55 36 121.96 77+80.28 Np, LOPE INVERT INVERT SE INLET S COMMENTS - "'' 0RA4A T9 _ `'' t t i t � 1)lA. LENGTH- _-H -OPE .. " \ .., �; ' _ = y -`' . / '' r , ,, '/,,,,> . / I I I � t k } k i} k ` w t t \ } } �, \ ! \ , \ y �, \ \ y \ - .._ ' 1 a a a ,a a lin. ff. q MATERIAL INLET 1110 LaT RIM * C0 TS - -`' _ F _,._. ` ry _ - --"'- .._ _- _- .•. - / \ ; t ! > � t \ t \ \ \ \ 12(1 QO 138.11 65 56 28 77.84 � � i � IN OUT TYPE STATION LENGTH } _ ^. - '- ' ✓ '' , ! { i i 4 t \! t 1 \ \ \ \ \ \ - 79+36 40 �','E ELEIi r,. _.. '' > 'f j ' ` ~''/ / t 1 ` 1 ; i ' t t \ 1 r ' r t \ t \ r t \ "� ti \ \ ti D 7 30 124, DCJ 4.40 55 . N �` 4i \ - __ Y - w_ - / , f , { i # 1 , r t t 'E ; t t r t \ , , r . ' - l it QO 282 08 118 501 Q 230.13 _ _ - 150 556 04 CL® IlJ RCP ll -. - _ __ _:_`�, t�t `\ __ __ _, / --` ✓ ;, �✓ r ✓ t k t�`' 1 ` \ \ 82+2679 VDOT SID. EW 1 ENDWALLS +y w ` ` / / d /' , I t : \ \ ' \ \ \ \ \ \ \ tti ` QQa 2Cig 15g44� a '. ^ d I i f 1 1 t 1. , �, \ .. �' ,`` w _ !'J '. " 11J i tt�\% t \ 1O9 601.54 88+82,28 a - :, 48 148 pQ 2.70 550 OQ 546.00 CL. IV RCP 427 814. WOT STD. EW --2 ENDWALL - �.. - - .� r r r - ; ; t i , \ - 136.-QQ 6e Qa 55L.65 544. a9 CL. / V RLP - . - w. , _ _ __ .._, 1 , ! . , , t r t \, \ \ _ 175.00 131.63 43 05 50 69.11 / s 4 \ 9 30 _- �~ ` � w.. A f , r r t f t t ; t t ! _ 93+4677 VDQT S7D. EW -1 ENDWALCS - �_ - °Qs ._ _ , _ - I t \ t \ \ \ \ \ - - CL. II! RCP - m_. .._ �� ' : `` - '� _ __ _ Y .� ✓ f / t I / i r ; t \\\ \ 't \\ \ r. \ \ ! \ .y \ 241 38' 85 01 OQ 148.40 5+5, 5.5 iM _. QQ t ! 162. 33 15 112 26 15.00 56 9 548.75 0 _.. v ,. ,�-. _....... � �- .. ..,, _ _ � _.. � �r� ,,, /" ✓ >� r t 1 r � 1 f 1 \ r \ \ '` �. �. �, -�. - 'J -- - f -,f�" � _ - -� 80+35.0 569-95 ~- II r 1 \ 0 34, ►V` b 1. /. m -_ _ _.. , ._. _. _ - i - �' 1 / f f I/ j t 1 ! / `/ / 1 , f 1 i I } t t \ \ tt ! f ` ._ w - - ! r / D/ 5 COWR Cl, GRATE A111, ST -i REQD. f `IQ ; _ ' _, �` - - - _ „ - - / / / / r t { t ; \� .•-- _ � ��/ r _ } i 15.00 565 Q7 , 75 I 3 5 15 p 548 CL, Ill RCP r'r �r l! f f / / / I/ / / fII # I ; y ill -' 878 � ._. _- .:. _ /, -� f I /I ; j/ f f 1 t \\ y _ /f/ / 36 _ rt _ti �`f. \ '- . - _ ; _` _ `- .... f J I f 1 / 1 I \ ~ _.. -.' =' / ( I \ 82+04.93 --_ - _ - r 1/ I d I J I 1 t 1 r 1 1 \\ \\ \ �' r r - 57.3 93 COVER Cl, GRATE Al ST -1 REGh®. tr. _. - 1 d r , , !I f I I -„ ` , , _ I / i ,,•• - /-` _ r � 37 48 . 24> OQ . 2 75 541..20 540.54 CL. Jll RCP _ _T _ _ -_ _ _ _--- . , _ - - r _ - f Ill , f f / (I ® r t # 1 1 t ; \ \ r - _ - - �, - - 1/DO `�\ s �. , -' ,_. , - _. _ - - r l I / I f { ! t \ \ \ / , ✓ T STD. EW -2 ENDWALL -r 1 I j j j j \ \ _,_�__� r 38 _ "%'mss t ! { ti / MH=l YARD �... ::.:.. .. _ _,--� �teac_ _ „ -- r \ / ✓/ 553OQ ST -1, NATE 1 BELOW _,_ �.. _ '- n 4 _ -- _ _.. _ I I l f,' ; 1 r I 1 I I i 1 t \\ J �' f f - ` r I r k k ✓ r 1 ! \ 39 _ O w. ,_ - --_ r- -�" r / j 1 r t l \ _. w _ . / / / / ✓ 15 68. f4 15.00 . `�`. Cs� p _. O -- _ - I { \, _ / / 556.30 : t : -� �, rn.. _ _____ __ __ -' - - - -- I % I f -�l r 1` ' I , \ \ - - - 546. 1 . 11 . ,` - ; �.._.. • - - ____ - - rf }r rF It Ij 1 {I f ! \t y _ _ r ✓ ✓ ' ✓ 40 u. V" �"�•'� � { { t I k r 08 CL. ll/ RCP __. r. `"�•'-� _..__ \ 1 I / , I f 7 1 i I I i f f I # k \ " , ' ", - _ - / / r / : iNl i-1 94+- 06 564 _ - _ - - -- I ! I I I - ✓ / r .75 $T 1 REC1D, _ ;_:.,. T, _1-�- '__ __ - r , I { f I I ' i ! ; d i i f r 1 , i t \ -_ _ _ --I ✓ ✓ / /. 41 15 `34:0 _ w �_ __ , 1 , I I f GRA�PT S�:A�.E \ - -,- _ _ r� 0 . 1.60 560 85 560 30 CL, nr RCP `tei'---' -_ -_ _� - I t � I i 1 1 1 / I t I- l - °s`a J/ ✓ / 1 I / ._ ,- , `"' _ - ` _. -- _ _ __--..--- ._ ._ wr - - I f I f i k f { 1 t \ \ _. _ I`' ' 4? s _ -- -�_ ✓( ( t l i P • kit I 251 501 1 I \ 10f� 1 y 2Q®- / / / l '� - '\.',- _ - _ t \ t r _ - / / f 64.OQ CaVL�R Cr, CRATE Aur, sT-r REQ _, r _. _ - ~ l f / , / ! 42A 15 . 4796 2.4(1 :S69a45 560.30 CL. !!! ..... _ RCP 1 r D/ 5 94+45.06 5 .,y - _ .. - _ JJJJJJ -y __- - � �„> ( 4�lit \ \ \ \ ,4 � � 428 \t � l 11 r iv _\ \ r _ 1 \ ; L \ , \ y, t F \ \, N r I ; DI 5 93+95.05 566.27 COVER Ci, GRATE Alll, ST -P REQ _.. } - t I 43 15 ,53.70 1600 554.21 546.16 CL. 1l1 >V _ "±. __ .-_...�. IN . ,; - �' `'�_ } 1 .k L 4 k k ! \ \ \ ! yAA \\ 'v A \\\ \ ve V \ �,{'iINiF'E'T �l 1 r y a �. - _ �_ ,\ t ' > . _. ry. _ 0 - ~ i 1 1 ! ! 1 ! \ t 1 \ t \ 1. \ ° \ \ ` \ \ \ t \ \ `\ \ \ \ r1 fiiC]a = 5D ' 2t.r l \ - - _ / / / f 44 - r pp�� l d RLdP .:: _. - ! } } ° k l t \ \ \ r o \ t , \ \ \ _ • ,' ,' / / D1.J=11 - 115 96+51.68 585.68 CovER c1 GRATE Alrr sT-r RE ... •® .,-: -\ �► -_ ._.. k .... �.� s : �\ } ! , k \ t k \ \ \ ! V ` ! j t \ \ \ 1. •� __ _ .__ ..- -' �. ._ .-- •- / ./moi J,, ' / ./ I /, 4 a a _ .; t r _ x ~`� ( ., ! k t k 1 l \ \ k t t \ t \ r \ r ,, - e 5 15 42.74 ` 1> aO ,562 64 562.21 CL. 111 RCP i� �...�' � :. �.-' �e l y i ! 1 t ! k v 4 v �y t k l} } F I t _ /�� / /�. I I' t m_ +► _ k 1 1 1. \ I ! t\ k t �! 1 l t \ r` f Q!i I- �r -^ ' I- D! 5 96+34 94 565.68 COVER C1, CRA Aru, sr -r REM v x ` s 1 =,: " W. VY .y k , _.. ' t., r ; ' Ay ' A . m- k i d I 1 1 k ! ! I t \ �� , r - " .M. ' - p^`; \ t 1 ; t\ \ \ , k } . 1 \ \ f k t 1 ✓ / /` SIM EREV47iONT DEEP PIT 1S REQUIRED IN BASE OF MANHOLE TO BE F1LLE® WITH CLASS !DRY RIP RAP. I l t 1 ! }if _ 1 / Foo ,. _. , t ! � -� E E - � ` ,� ..� __ __- ,.. _` • �. F ' R� . -s � , < " .: ° k ;, \ '� \ \ . t \ \ � k ! t � } } I 1 I i 1 k t } t .1 ! � I 1 k ,s k �. `' MWATER INLETS' ., , r _. __ __ /" f j__ ,. / f � R O MANHOLES, AN® TOP OF INLET BOX FOR STOR/ \ --OR Gb0 \ } \ k t _. _ -VDOT STANDARD ST -S STEPS SHAL�BE USED F R AL® STRUCTURES WITH A DEPTH OF 4'--a" BEATER. -�C�1 - :.K° x ,. \ e \ \ , k \ t ; k ! k k t k \t ! t } t k ! t k t __-- / ' _ - -1' / * GRATE BARS A 1NST11 1. �_ \ rRE TO BE INSTALLED SO THEY WILL BE ALIGNED PARALLEL TO ®ITCH FLOW, `o0C) .'_,_--- A�✓. �' °,l ' ,: i r PPRd' \ \ \ \ \ , \ t k v k \ k b 1 \ t k \ k f 4 i k E }. } k 1 \ ' / r _ / �' ,/ -_ ®• r�-1, `� A LIMITS fQF t 1 \ t \ t \ 1 t - - _ - f - / / / r / , _ _ ✓ , , t ! 1 ! k } 1 1 . i \ //, '/ ✓ j / / f i 1 % / �,n... \ - EX.� JETL } D r ° \ t \ ' t 4 ' t' I I ' } t \ y - OiI'9 / r ✓ / ...- - - `"� / / / ✓ I : f / I I ol 0..� �' ,r \ k k 1 [ ; i i } ! t i t \. - / f,fv ✓ / - ._. t i'l / f / j I I / / I I / ' w r \ \ i \ 1 l l I i . I ! \ \ , - o \ / l / / / r <` f f / I / /' / -- - ` AREA k t t - r / _-_ � / , / Iii ; f 'i � y $ k ! f j V E - _._ -, _ r /�" - , __.. - __ 1 _ - _, . j f / / / , /a' ii. I~, I -i VI�OT STD. EC` ! / , J ,,, ' I ", ., \ \ \ \ \•, i k } ! i i 1 E 1 1 I I I I E t } ( \ \ t t ✓ r ' /'rte • \� / / 1 / i _, f r `' ✓ ' ' f // ✓ / / _ .._ _.: --- I f f / I I f l /' ' I i / / I / / , / / / I r f l / . y _ , w.._ ._- - _� 11 / k t \ 1 1 ! E ! i } I I ! i i l k , \ \ \ ; / / I � n _ �, � - _,. /// z / , ! f I / i I / I I / / / 1 / t I t C,Y OF CLASS %% . t i 1ti Iiil fI'11 # Il t o .- j . _-_-_ / / / / _ _ ` - .'/ ✓✓ /✓/ __ ,' / ///I /I/ /I / r /,I !I f } / ,, M... -�' /' i I \ } } 1 t I ! 1 \ _ ...._ - i'" 1 ' / / / ,, � O r J J. , ,,r f , t I f f I j j f ' I 1 / f R -RAP C'SLDPEA r J 41 - __- '" r } 1 ! i r r I III I r f = \ \ \ - - ` r / / f / _ // / / / I / / J / I I ! l , J / I ' t / i . / .« -.✓ . I I I y \ /. .... / / r _ r- - .•' +'' ,,.. / / /" a' f ` I 1 1 ' f I /,o- '�/ l "� - / I i} I l l' I I I I k ` , \ \ / -- A" / / / �--_'`l � �//r: f r f I i / /r s f ,f l; ! 1 f I I r f I I 0 , -r' 1....' \ _ , / ,.• ..,,./ ,„,. - ,..- / `a / I j 1 k I I 1 ) fI 1 r I r J # t1 l I } k \ ' i t. �. _� y i / - '� _ _._ -- '� •' '`' f / I I I I ` �, - X -_ f „-- ✓ ' ' r �, ',• /r, °� / ✓ r / f / / j / I / I '/ ! f I ! 1 1 ff / i J t '' { l I: '/ a�. .-r Nom. _..,. �.. I I t + + I I I I I I I \ ` '/ i / ''' ' \ /' I I I ' `,r _ r �" / , / 1 f 1 / I t f I ? { i' # I/ z ` r. - / / / / I 1 j I ? } t \ / / I , - ✓ t` / r f I J 1 r l / / I 1 I .11 --~� fib' 3� ^/ .• ry / / / I I 1 I i f \ \ /� - / I l � / , r ✓ ./ / / ! f 1 { t { t f ! ,,,, �'.�.,,, 4L „r `� - r' f 'f / f .I l 1 I I I \' \ ^ ! '' /' / '' r' .i' �,�-- `.~ /,t f t `f r' ` J. 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I- —_ / I / / , , I 1, �11 , , � / I /_ — ___- DRAINAGE DESCRIPTIONS . __ __ - �, - I,/ / ,/ / , / / / / / I ,�R / i � - -- 1-1 . ______ / I i I , I /. / " / I I i , I It - 11-1 - I . I! I - -_ ______ - -_ . 11 � " / 11 I I / . / ", / I , I I t f , I I I I __ __ , - - ___ . — I., - . , Itli . i . / / I'll - I 1 il II! / 11 I I I'---. I INLET INFORMATION , L T . - - , "� . / / / ,e /I I/ / // I / /I /, I / / / / / / I I' I � / , / / I /' 1 j ) -/// ll/ I I I � I It / / i I I Ili / I IPE IN FORMA TI ON R _ P.L. _. 1_' '1/ / / / Ill / . / / . / // I / J, / It . I It f / I Ili t1t, ( I j p , - I . - Z'�, I,,/ "/� I - I / , / / I j / , � STR. RIM * COMMENTS .- , ,� -1 � � I I '/ + / / / / ,/ / / / / 11 / / / / I / / cz, / / / /. / / / / I / / / / / / I I i I ! ) I /I/ I t I I I I I f / No. DIA. LENGTH SLOPE INVERT INVERT . MATERIAL INLET NOSE INLET SLOT . _Q J00. 00 " IJ8,08' 26 '22'1 4 " 70.26' 99+84.70 I- - � 1� I I/ - ;,, " / "I . 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EW -1 ENDWALLS — -- — -- ---------: - - - , -, I -, 11 z , , 11 / / / / / / , f . , ­ - -, _� - " .11 " /, � �, IU4.UU . . .... ��:) 7J.46. � 4 586.00 -, - _ _­ - - 11 11 �, " /11 /I / / - I IV I ''. — - � -1 " _ I I - - " �, �, 11 " z / / , �, / � // � // , ,/// /,// / . , , / / / / / .,�� / /,y , ,� q141 / j i I /.1 I ­� �'_,_ _.. __- - -1 - �, �, .1 � � �/ ./ / / I, "I // , / / 11 / - ;/ 1-1.1 ,, -_ - _ __ -_ -_ ____ - -_ -.--,-- . -_ _­ -- -,----, , " "I / ��, � //,//// /// il fif- 44 0 2.' �% 1 '581.75 1 576.15 CL. IV RCP �� . VDOT STD. & A40DIFIED EW -2 --- ­ _- -- _-, - _. -, _ _ ­ - _. ­ - - - + � " , 11 ,,- / - / � / / / . / /I / // � /,Z/ ;I / / ) / j �'�'. f, `,,`�","l 206.6 � — , - 1� I �� .11 , / j X / / i( '', 1. I , � ___ __ ___ - GRAPHIC" - - - - I- "I . � '1� 11 / I / / . , . / / , / / // / / // '' ��'N 11 . 0,17��Ij - +1122- __1 �' I . ,/ / , ,., / / , / / / / / 11 / / / / I I , ��,/ /,; - - , , ,� , 1� �, / / / / , / / / / it, .,,,/ I I 1// I I z � 572.00 CL. 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ABANDONED, /.j I EXISTING GRAVEL ROAD �ANI)�, Ab-AN60 EAST OF',IAIVIBROSE C6MMONS DRIVE, ONLY b0"`50 25 )00 2 I J, 's IN "FEET\ (D Z hid > 41 F - w IT z 41 Q+ b0"`50 25 )00 2 I J, 's IN "FEET\ (D Z hid > 41 F - w z 41 Q+ cl Z u u w CL D N en< 0 U) 4' x -0 m: uj uj (1) 0 < (D LLJ <O F- a) 4, t-- z u 44 U) Vj U) 0 vs c o 0 E W 0.00 0 V) LLJ D 0 JOB N8, V) cD (D Z F - w 41 Q+ cl Z w CL D 0 0 U) 4' x -0 (1) 0 < (D F- a) 4, 4-1 E 0 vs 0 W 0 V) co 0 JOB N8, 20922 r W a 0 SHEET O. cj- 10 q) 0- I - I %� I I '7_1 i - \ I t \ \ - I . � -1 % , 1, " � . \, \ \ \ . \ -11 I , -_ -- - - ­ . \ / I \ _\ '� % \ \ N, '. ", / / /, j I I i i , � ,_ . - - INLET INFORMATION R � L T pd. -----. 11 1, -- �:___ - - , \,\ \ \,- "' " " / / �' -I' - ­ '�-,_-.-._- 1 - - \ \ \ \ \ \ \ \,� \ \ \ \ `_ - I I I 11 -_ I __ 1, � TH 0 . PIPE I'NFORMA TION - ------- I . I- _ :__ _ . \ 1� \ I \ �._ �_,� ,� el *1 / Ili / ,­ / / II , ­ 11 \ \ \ " . \ 1\ "I \ \ \ , \ \ \ \ I I 11 ­� I / I / I � , ,I I I I - _ -1 ­_ `� ­ -1 -1 . 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IN MP HOLE ­` - __ ­ _ L�_ - ­ - __ - -, - - ­ ­ ­-, ­ _­ . - - -_ __ _ -, _ - _ �_ -1 - -,--.-- - __ - __ - _ _ __ - - _ .-- - __ . ­ __ --- __ - � I ___ \ , - -- - _ I TfY- EASCMNT - -- - -__ - - ­ - ­ - ­- --- -- - -- - ­- ­ __ ___ __,�, _ � I I I I 11, / - - -, - . ..... . _S_ __ -1 - ­_ ­­ -- , I _ _UTI L _�_ I I " IV- __ .11, . \ , �_ .", - � - - ­_ . - - -, - - ­_ - 1-11, ­_ -,- - . . . - - -- - ­. - - . ­ _ _ ___: - - - - - - -.- - ­ - - � ___ I— I.- ­ I I 1�1 ­ -,,-- -,- - ---__ ;_ - - - -1 ___ __ __ -, __ __ -_ ___ - --,--. - __ ---- _ _ _". _� 9(_1 I - - - --.,---.-------.--,-.--.,-.-------,---,,-..-----. - _ � I I I 11 "I . _____ . I I ____ _­_ 1___� ___.,__ -1- - -1 __ - 00 I — — __ __ - - _ __ - - __ _ ­­ __ ,_ - --_ __ - , - - -, _ . -, I __ _. -- " __ - � - _ _ - _ -.-- - -_ - - - - - -_ _ _ -- __ - It I , "". 11 l -, - .- ­ - - . � . _�690 ­ ­, - __ - __ . �_ __� 11 ­. -, � --------_I-- - - _ - ­ ­ - - __ ­_ --I — - - — ­ I I -11 ­ _1� � \ � I Z_l� " ____ __ — -..-- ­ - ­ -... - __ ­ ­ ' � I I— ,�, ____ . . I - _. _, __ -, __ - - __ - __ ­ ­ ­ _­­ - ­ , I __ ___ - _ -, _ -,- -1 -- __ - -, --.-- - - - - - __ ".- k I i 3 �I � I , 1� "I *'__� ------ — -------' , - __ __ - , __ '_ - - _­ ­- __ _ __ .- -, - - __ __ __ - _ -11 ___ - - -, - - . 14 �l - __ -1 ­ ­ --,,_,,- ---- --- � __ __ __ __ I\ �, \ i t �-. \ - ,'. __ - - . _ _, - ­ . ­ ­ .­ - . __ __­ - __ __ ___ _ � . __ - 11 " - - _� ---------_ . -, �_, :_ _ - - _ - - ---.,.- _ _ ­ - .- - __ __ __ - _ _ - __ I I , � \ '_ - _ - - - - - I - - - __ __ " I - - - 11 --- ____ __ __ ­ ­_ , ____ -1. - _- _. __ _ _., __ ,- . - .- - �l ,� ­ I " - _ __ _ - __ __ _ _ " 11 "____, 1- - —68.0— I.- 1-1 _ -, -1 - : __ __ - - _- _ _ - ,-,. __ I � \ I- �, , - . __ I '/� t � �-ll " ­ � � I I ,� __ --- - . — - - - il%-%W _- - ­ --- __ ­ - ,,- I - - - - _ __ - __ _. - " " 0 --- __ ­ . ; I � \ "I I "I �l 1, I I -, -, 11. 11 � . - - - _ - - - - _ - - -- -1- ­_ - _ __ / ". __ 7 - - . _ _ .- ­_ __ --------_-_- __ .- __ _ ___ - .- __ i � , I � ­ _, ­ -1 __ __ - _ - -11 - �-1-11%0­ I -_ , - ­ '1� '­ -,- --,- - -,- - ­ ­ _­ - - -------------- � ,,, I I- ,� - __ - .. 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I/ - ,____...___ -111 . _­ __ ­­ -­�­', I — , I 1\ t , k \�_ �, \ " I - -, ­ - . \ __ ------ � ______ / 1' .11, / / -, , 50- - .- 0 2&- - - 50- - .- ­ , -- - -- ­ __ -.-- ­ _____ I 1� i I 11 � . � �, -,..-, I _. � - ­_ __ -,----- \ � ... .. ... I . __ . -11 - _ __ _._ - __ - ­ 1, ." / / / , ­_ - _. A - _ __ - -'�_' ___ - loo - ___ - 200 -- -, ­ __ - - - -,. 't \ I- 1__� , I - - __ - __i. ­­ -1 ... .... - k, I I I , �\, ,, , _� ­ --- , IN . . _____ ­ . � � �l _ � I,- " / __ -.1 - -1 -1 - - -, _­ - . -, 1 � � - / I I I I 11 \ 1, t t ------- -, � ll_� . __ -,-,- -, - _ ­_ .­.- - _. - ­ - / I .. .... I ­ 1-11 1z' , / I / / _­ ­- I W -M.- nmmmL__ -- __ . _. - .. - - - _ - / - -, -1 I I "I I—- 6-,"n- - . ­­ - _ . I / f i � \ _. 'D . �_ , / 11 ------ —-_l ­-_:_-- ­ - ­ - - . / i i . 11 . \ __ _. ,,, 1- _,_----, - _­ ­ - - I __ I ­ -_ " ­ 11 / — ­ " 11 / . _ - -, , -, _­ - ­ � __ , __ __ jI \ I - -1, I-------- - ­­ - _.- - - __ __ __ __ ". . - ', -, -_ . _ ­ ­ - - - - ,.-- -_ ­- - _ __ - __ - -, __ ,,, / , - - ­ /, ___ , ­ - _ _ _ __ __ _ '-- - - _` _.­_ - " - __ ,-- -, " "o., - ,- , - .— -----_ / / i � \1 I", , -, I I- ­ -I-- " - - I - _. _ __ . / ,-,- __ - - - _­ - I � -11 ,-, 1� / / /' ­ ­_ -, __ - "' - ( IN --FEIET- Y - - __ __ _.- - - _ ­ -, -, --- _11 - ____ - - - _ .-.- I -, I ­ - - - . 11- , _ I ,,, . - - -, , .- -,. . - . - ,-. . �''. ". - _- -- - �' -, �", / / 1-1. __ --- _1 ­_ _ - - , . - - .p- __ - - - __ __ _ - I ____� - I \ _ .- 1�� - , - I 6h 150' " ft� I I I i -1 - , 11 - - - __ __ , ., - _� �l , - - - --- - � ) I i I i \ ,_ . kl ,� 11 l __ - ,. . - I, .1 ­ ­ - - -, - - __ ­ ­. . __ _ - - ­ - - _ . ,- lZ I I , I/ 1/ I - ­-, .1 I / -- - -, ­ -"- .- - _14" - _ -, - - -, ­ . 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ENO -- , I PREAUTUR—M .{. 75 HIGH POIN ELEV = 543.65 M ELEV 544.73 - _ HIGH POINT STA = 42+54.17 A.D.= 4 24 MN o �'04 PVI S A = 42+25 P STA = 48 50 K . 23: 8 m t° O PVI ELEV 547.9 PVA ELEV = 540.48 o 570 A.D. _ -13.20 HIGH POINT ELEV = 5 9.71 t° p M ® � O LO . D. = - 3.8 570 l TSTA = 27 65 + LO +o~'° � `r' K r 20.83 OW POINT TA = 46-I-0 K = 39>47 HIGH PO 00 �- "n �-- N ` �` PVI STA 46+00 PVI SFA 27+25 M t0 O u> o�*-275.00' o ? ® � n. VCPVI ELEV = 528°48 150.00 VCto to PW ELEV = 551.0 gyp» �f-�> zz zz A.D. -- 10.a0 to M + 560 0 - N N 560 M K = 41.67 � 00 ° ® + C5 200. 0' VC + to to 6 5.00' VC m P` n to r- `r v W W �' .✓ ° > a ® te) r' + fN-> o °° 0 4X3 M m m / ^ rt -�,� Ucy- to 550 N } n +® 31 W _ L 550 / + �"! .�� m'y� t- OW POINT ELEV 50 . `o - r r ® M'� z ® L W POINT ST = 35+79. 0 _ I� t4- o z IY o > > PVI STA 36+00 % -- ----- \' > OC3 m 1.00% ; s to t!9 i- ^Im z _ ° W ry 540 A.D. 14.06 C0-1 o CD- 9 CD -1 _ - 540 - I-- ,s° j ; ; - K - 1.34 "% ` PROPOSED I PROPOSED; i E PROPOSED 'PROPOSED CD -2 ® GRADE CIL OF W a GRADE I DITCH i PROPOS p 300e a VC clt hof /� / ; D"" 1 ' + - I ♦ i DI TOR 7 CD -1 53 L OF ! ` PROPOSED I DITCH i O 4)o FOA MOSBY GRADE s� r� rn f J # 530 GRADMOSE MO�pU(NTIAN Z CD_ / 11VlQUIV T�'i/V i JVL11.!/��1 SJ�N ® PRQP®SGD I ((i O CD"`l®�° i t t ®'SUBDIVISION C%L OF ` + t� : + DITCH `� ® 6 ` ` 5201 -i cq W W W �+ 52® STR.23 4 u + r t t o CD -1 > 216.76L.F, m ( 8. 007H - t 15in. CL. III RCP tco (4 510' _ I i ( { k ` 510 i ; I CD -2 STR.1 U® ( } i 130.10 L.F. LEGEND' I 1:2.40% k ! # ! 15in.CL. Ill RCP ; - 500 EX, GROUND ®R/!� LEFT 4 _ 500 EX. GROUND R/I�Y RIGHT i STR.21 - - 16$.00 L.F. - PROPOSED FINISHED 11 '68� ; GRADE CIL I 15in. CL. Iff RCP I 49®_ I 4 F-----�-�r--L-- --- - ROADSIDE DITCH LEFT! ROADSIDE DITCH RIGHT AMBR, u"SE COMMONS DRIVE ^,� 4 py/��p g�y7�yp/y$� �fp T 4 asi0 1►lP S �%Ci47IG S _ :r,., s�.. 'F,^-�c. ;yF? : s��t � ���� �;:��:. ;� ^x? ;�'-a ..-...._.._ _ :. 0 t0 M O 00 � N O ;' . t0 M O PM tri tl7 N C;; I`` 00 � 00 � W� co � � t0 � � �' et' d �- 00 W 03 r-- � 00 ,. � 00 ai t�c4: N t0 :r 00 t1' {'� M CO d' M :r:. to C7� t,::. diJ • O 0) c tis W . Cn "_ CA t0 Y-- Cn FtV :.- to CC) r ® �"+ O 00 A3 Ct3 g .., pp r ,. .: tt? Ot� e$ • e} M . M n . N N #. N : �- . e-- C3 . (p t°1 . N O a;. d gs_ 00 IN (0 P4 �: O ur iso..: N (0 s,:F. p (, ti! v ;CV s:N i♦ t0 � cq 0) a ,: ci to N t(0!) cit N . (0 ° Cis �t t0 M ® t<9 CVM d r` t0 Oi 4�3 1* tf) Oa trj !� P+ r- t� t0 M r N 00 rn N Cn .. CA �tUi v. O �? ,C. �- to . N M M M N `' r � M to N N N d' r� e! to L d c� N r M ;` ® M Ye: M tip :�. C O �° = C`J N M M d <� (0 m •i tMn ►O , ` to ' con " 'n U) tt) to to '? to tLO aOn u0> t o LO Ca to LO 'n o to to u? LO � � � u? M tr, u? to � u to ,r, � � � to � 4rs to M M M d d � rt � d � ¢ � � � to ,n � wn tca to tri tO LO M to u? M u) ;?n ,� tri ' u; to to tci ! 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 48+00 50+00 52+00 54+00 63 30 M m �n00 to o OM•, to tr7 0 N tri t0 to O 62 M�?tn o®0000(0'n _ n ao `-►n F- 620 M ® ,>,aaotc)zzz® c i� �ozzzz o IGH POINT ELEV = 577.4 , - na OW POINT E EV w 559.48M Q HIGH POINT SIA = 76+10.2 �♦ 61 PVI STA 76+00 LO POINT STA 80+33.8'.d't`'c0 -W PVI STA 66+00 PVI ELEV = 577.96O tri �- fi10 Z PVI ELEV = 557.19to .. A.D. 9.4$ IGH POINT ELEV = 563.5 A.D. = .-4.00 PVI STA 81+v0 +to -i HIGH POIN ELEV = 56p.68 K = 4.99 K 21.10 HIGH POINT S A = 68+02.1 ® + 00 - W PVI ELEV = 569.96 � � � � � �+,r 60 �` HIGH POINT STA = 63+ 6.35 A.D. 6.80 ®z It 00 PVI S-A = 63+25 200. 0' VC PVI ELEV = 564.95 PVI ELEV = 56 .15 V) w 600 PVI E V = 572.59A.D. _--7.48 D. _ -1.4 250. 0' VC -.- LOW > - NIG POINT ELEV = 562.54 OW POINT £ EV = 555.1 A.D. -- -10.40 LOW OINT ELEV 560.94 m m _ HIGH POINT STA 56+67.39 K = 0.05 K = 71.54 56+67,39LOW POINT ST = 59+12.0 K = 21.63 LOW P INT STA = 9+47.97 o i� o t0 PVI STA = 6+75 PVI STA 59+00 150.0 ' VC `P STA = 69 50 100.gq' VC to w r- 59 _ `" PVI ELEV = 552.19 VI ELEV = 55S.55 o to ` 590 a A.D. -- -1 .24 A.D. - 10.80 = K -- 20, 2 O N A. D. 7° 40 va t ' ° + I.: + LJ A K - 0.83 O 0 � + � K - 20.27 + � � 0 LO> W W � to `J 225.00 LO cli CC14 LO fo ° a 225. 0' VC ' cri 150.00' Vc U) > .. 58 '+ L0 ® P� c� > > > LO O ® t° t+n � w 4n �- + + /' r 580 i N m �? > Uj CWj t0 M p t00 to 0 in en W .- t+nLO W -160 W v U to .. m .�- �- 2•�n�' CO --1 to tric to > y > > ?� CD-'., - > CD t' ® r W ? a { a > ♦ C _ 1 "a\ { ♦,, PROPOSED CD --2 D-.2 CD -1 l 807 F t GRADE '• r '' 1` �` �o / PROPOSED GRADE 56 > Y D®1 CD -2 + �; I Pl?OPOSED _ _ 560 CIL OF 1"CD --1 / s , PROPOSED s _ ? D/ TCH to \' E SITR.3 tv CjL OF I I �- I 112.26 L.F. STR.35 i !` / 15.00% 108.18 L.F. F DITCH / _ n i 15in. CL• III RCF / 15.00 15in. CL. III Rc"P 550 pQ �_-; 550 . i - j 540200 t } i ' i ? i ( f s t 2 _ 540 AMBROSE COMMONS DRIVE i20 DZN1GN SgP i I - N}. 9, .;dry, t - i . - *Yf,->�,>^s <#t¢" �'j' /.y� i^bd�¢: �ry ` �R'J} spy �yy�� i,ti>. �q /� p� Y# p� `4 > :;� ': "'`.$ tr) krtd ,,:.i: to trJ to t./ �....s t® (L rY (iI tY - to ';iiP. ..;Y a t- O a� ao 'tri tc� u� o (i� tr> .�-- (� uti tts tta . tts 1,; 1h M 9 m h CO $ j M M M M M M N 0) Cls p,� Cf9 ti9 " N N P® W CA8 � r' t0 (!& � Pe LO tO � O � ® to r' � > spy p� to to '4 �7,. /+� �pq to �p� q� ' • .,u.. :.,-. M- tr} �. �` .� ,,N +� (t9 - tr9 N CA M to t0 �_� @®' a 6Y ° T'd ♦ i ^ 8� .:. 6if sF! W V:.:. CJ 55I ->>.:.. 6SI ,gate s[F 6 bd Kd .•;:•:o tmi i/'6 `.Kt.r. 'r tb.' +`! f':4s e e.Y .-® ai! VJ 'e T'. W t'� �- a i O r !♦ O Cn + Mf M ;CA 470 d h St0 `p to r . �} tr} r` F♦ C}1 M. e- 3� r# t4a tf) v O F8} {: t� F♦ a Eto �}3 tf# r C14 04 O OQ (6 �. tri tf) O Po til d 0 00 t0 Ci 0i r., 00 to CON O to CA r N M C>j to r C� e= 4r) r (s to Lid f., OC2 CA i0 v"" CO >� o t0 r- �* n t4> 4M d prj fipp M N °" 6'' v# ?d Oi y tr) M tD M ttD t0 tP� '13 M td3 tf3 uy tr? tO tfr tD M cC tD M (0 (0 (0 tLi (0 CO :� t4 tt} cD i0 M t0 to M (0 c0 to cC� (0 M (fl t0 �j t0 LO q� i`� 9♦ M !® I♦ 1♦ (♦ M t♦ is M t♦ ice♦ 1♦ 9♦ P- N I♦ i`� 00 (0 �. fe to P` M P� O N tO 7 U) to o ,, LO to LO tri to iH) M to to trs tri tri to M to M M Pn M tr9 to M tf3 to LO tri tr) tC3 to tt) tri tr? � tr) i!) tri tr2 tt9 tf3 trb to LO � LO LO � � tf) � tt) tt9 � � ~ h kf) � � t() � � tr) Ty t() tri !n to tr2 to to at) $56+00 58+00 60+00 62+00 64+00 66+00 68+00 70+00 72+00 74+00 76+00 78+00 80+00 82+00 84+00 HIGH POINT STA = 128+69.44 - IV . VI STA 128 -*50 PVI ELEV = 76 .61 wu ♦D♦ -16e0 = Na 24303 780 K-19.44 ' 350.00' VC = 780 10IVAL co04 m 8 N m - 770 s F� ®jam 0 = 770 0 +rq®--: Lu PVI STA 134+00 1 c; i s \ PM ELEV - 723♦61 > 760 = "" 1120 W s s m K -33.33. 760 ¢ < tu \ 2®t�♦ 0 VC VI STA -- 135+75 �- PVI ELEV - 720.31 ��� 0 750 - - �_ ®tea CL �� j \ + `� K - 30. 750 0 w� �zz 0c Of 5 69 ulLLI ®of v 740 s'' / ? > _ C PM STA 139+44 - PVI STA - 121+75 ® ® 740iu 1 - PVI ELEV = 00.31 / / x ? r� PVI ELEV = 697.56 1 A.D. = - .00®®1 ®e A.D. 5.00 = K - 25.0 , - 0♦00 uo 73050.00' — - – r '�250. ' VC – 730 j U LOW POINT EL V = 669.41 _Ujuj UA }> // f C u) �- LOW DINT STA 143+65.36 j • j ' ' + PVI ST = 143+25= w 720 / i _ a` s� __ N f ° z = 720 uj _— N E , { 1 i i s } i ' is { A. — 2.6® 11 I ,dr — er 1 N uj °' / 150.00, VC-= 710 _ cfli s < � ® °OOH N � PVI SIA - 119+25 � � i ; � ° � + � 710 DATE IV ELEV 61®031 f �� i t° � ®– PVI — ,� C14 +1 Ae — 2.00 i t ? ®' �` + ®– ��6111103 K 25.00 taa - DRAWN BY _ p@ g p 700 700 C. CLARK Moo, NC � � i i f j ti( s j o� � e> co DESIGNED BY Ld se SMITH A , 690 CHECKED BY f 6 _90 ; ® " -v.. ' aw� Lu CALE .+974d8d93P 680 g� 6�I iii � 670 � � 670 �a-- i t j i 1 i 660 i 1 tiD 66041 Lij •• 650 (7g 650 LL s 41 p Lu rJ v .. 64® A 640 < Qa ��e .® s � I i t � • f i j t f � i — � uj �� 630 y — i 0 Lij 620 � 41 620 � a 610 0-0 EX GROUND 0 RfW LEFT s EX GROUND Chi CILLu 2 600 EX, GROUND 0 RdW $RIGH 600 � OSED 0 1 i 7 i �R®I� FINISHED, e { GRADE 0 CIL i _ x ROADSIDE DITCH LEFT 41 n/'� / ' ; { t ! , ; ; f ,; ( -- . - - •r-��•. ROADSIDE DITCH RIGHT 590 590 a s��- A ! %AMBROSE COMMONS DRIV E tai 4 i S 4 20 X Dt&G�1i 580 ( y =41 s S." � �. 580 ® s /�yy9 ' d��y 0) M _ Y. � _ ani l('3 � ;�::. � _ .wf:' {� coCC3 ,�,�.., Li9 e� ��;, e"' r- :,�w � � . 1`a �-- - v- /^:•. W W W ,.. _1.'� '. I f'.` Ni' W WJ 60 6d! 6RA 0M N V6i e'd D.^ a�Y .'d `N +"® �"I ;�V � W ':'V! y�g �J �i/d�y�@ gyg ppb pip �y , �'� AM' 00 ': !&J 00 VJ c..- .,,se :.: i.e o .. �� 00 00 t� � @� �,. � :. � i`q2 � to s� � co `� � _� � ��(" � aN � � � � ' � N ` N N '' N �;r._. (® v3 C> a ,,.. a • ,. o a c ,. . ;.,o,<e o ® '._:.: • ® e :::'o o e o ."''"• yy'') p//�y }}� y/p _ /��$ p� per$ �/� p � p,; �/y A pq i ../q� g� '2u � /�p0 .,.Mn♦ 9 ::'a 0 0 '.}-\,• 0 .fi, 0. .?.i♦. 0 �.e 0 � -,.,S q.. Q.eu MiI � Ai.! � .+/q �9''p N �/°� �V/dg $..�f"�. � i6y �p�x.�. WA a-� �/^i, q'ygy oV ,�! N \i/ 'b e9 B" 6V �i[ B _ q_f �9.�A i/a +�7 W T� A'� ;��;J N i " ':Vi ®'. a.M ° ro 0 N � �iW N 9'° �" 'i/J A�}e o '.0..J e e ''PA �,,, o e .. ♦ 1 a. 0 : o u:'- y� `e aaJ /�� vV yi/ yy� ®4RY LlP ,�:;!. s8J i37 '^'. '.i .Y u') @.1 F� � p/p�9 /� pp�qqyA ��yy pp��^qq \V ��//�A �'/^� pp, {meq pqy p/� �(ayu�♦ ppb♦ t p 9 .. �'°'e PSV ® V� iy✓',® Lpp LO p� '9 (�e/'S, N AV W voa♦ AJO ♦q/ 4J W i �` °ll �. 6 Yy .�O T° � ..OBJ Y® 0 .,0 ..:0 WA �® s♦ O ® � J i�d Odc `� N ►* & N N N N _ _ �% u') I 00 N N N K) iv � 0f i 'd u') to L0 tD C0 t0 !® `00 r- 00 Xn m r - C $ `N 9-- V- d' N N 4n r"3 n Ao yi 't o Lo Lo (o U-) u') � Lo 4 c0 to 4 to I" --4- e! tY7 � OD to cN .d �1- e} � Q �, � to (D�'/^� /o (eq�, Ct�� ,(�ory `may �(0/�y Ito �rp^ ��/d��A ♦� ppb ,s0 tiB � CC9 � 'i�`` i� S°°° ',9� t® � _h i'� F'°° -P* t® 9® � !� @`� � � � � i® � � � � !� [®, � h r°^ l� A p� {� p� }� N ,per jy 5N ;iV ]� ;�"�r•. - ,per /meg ry� �i N e- 0 �i c3D N � .W Abd ♦,� W mA,d .W Aim d&d W Abd ; W K+ coW 'yt .t. 0 ? I -a 6 " t..— 9 ^ �. 8," C A v' / '^ 0.^' �"� p'¢p "� 0 ® :fir® VJ 0q pg� �qp 0) /�� d�A Im /{� /y.� 0) �tvr� c9 sQ CD to 922 116+00 116+00 120+00 122+00 124+00 126+00 126+00 130+00 132+00SHEET No. 134+00 136+00 136+00 140+00 142+00 144 o- � im 570 m ® 570QQ M� No.®z z z t� �. 2803 565 565 520 520 740 740 4 �✓ o o IONAL 0 0�� PROPOSED 4 N 0 E 560 GRADE 560 515 0 ~ ® 515 735 m 735 a EI�Y 1 Uv 0 , �p uj PRC OSED vLu 555 555 510 510 730. GRA 730 uj EW 9 N vt-, cr, 5 52. 2,5 550 550 505 505 725 725 o � u, ua ua EI+V-1 z � �0 � STR.9 in U 23.80 d r� 04 C14_ 8 13 .00 L.F. o = M a � t- � 6.00% 30in. CL. IV RCP 1` S .19 z u4 545 36. 0 L.F. 500 720 720 0 � r c3 00 tri 0 co i 80% 545 o cv t� r\ u i C 2 ®� 544.09 15in. L. III RCP u7,. oo �; N u� ���� �+,s o �� Nouozo F 0 V) > _Zz ��� 715 STR.13 715 535 sn cn !- _ cn cn !- ? 535 gow 540 TLET PROTECT! . La=to 540 495 495 116.00 LX 6 C.Y. VDOT EC- CLASS !I 13.64% R P -RAP Q OZa =2.0' W/ EW -6 5in. CL. III CP q C� C) G OTEX nLE FABR C W tu U DERLINING. 0 � ua Lu us 535 - 555 490 490 710- 710 530 530 K707.98 <It Vt 96.0)STI .1J. e ® 15. 0% 15in. C . III RCP 705 525 ST .248 525. 485 705 36.9 L.F. OUTLET PR TECTtON, La=8 2'00% to N � Qy 0 cV 7 C.Y. VD T EC -1 CLASS � ���� � 00 Nit RIP -RAP =2.0' W/ 15in. L. III RCP t to 4 � � GEOTEX11L FABRIC 6/1.x/0.3 UNDERUNI G. . 24A TO. DRAWN BY 2+00 1+00 480-54-7-'9.70OUTLET O - N, Lo 480 7®0 700 C. CLARK 60 13 C.Y. VDOT E 1 CLAS W N 0) C�E�IC;NEL➢ � fi00 I RIP -RAP a %. D=2.o® cy c� W/ GEOTEXTILE FABRIC Lo � � � UNDERLINING. iSTR. 20 0 UTI S. S�1ITtfi O 0+00 1+00 CHECKED BY 595 � 595 o o �- 585 � ooi 00ZS m 4, v v PROPOSED oo 0 G`. Vo erms CR zi DE _ E -1 o� I 590 0+00 1+00 2+00 0+00 1+00 2+00 C15 va 615 590 r cr; 4ECALE':� �0 8 58 ul)a + 1 00 to ul Q o 00 F- ®+ `l _Lu col Lo -� o �`� Zp 587.00 lQ- o z z 5 575 575 610 610 o_ ul 585 85 to v 57 575 n PROPOSED 't ± � M ±, z GRADE PROPOSED 570 605 605 � !- z Llj m Z On (® ? 0 570 580 ,� 580 57 570 C O Q) °r- o to C) � 60® Oo L 575 SCI 575 565 as r i rLo � 565 5 ®o�N 0 *0 NOW0000 Lu w + 560 595 595mom Lu X " = 570 �.t 570 560 tit=> �' o STR.45 5fi0 a �. ��zz�z 1.00%� 15i CL. III RC o EX/S /IVC EW 2 ® 590 .s GRADE 555 555 590 EW -2 565 565555555 LLJ Q STR 8 n 2 �� Ri✓p - 550 1`� 550 585 E 4 585 � O ®. LF (SEE DETA L qy® TR.43 U 560 560 550.00 .F 2®� 55 53.70 L.F. 550 0 11 xuj 140 o SH 33 0® 00 1� F , 15.00% WO 2.EW 1� 15in. L. III RCP z WO gln C� Qq Sim• 581.75 < a. ?, ® ' o -a o • CP 580 580 S�F6.t6 t3` 545 545LLA 555 1 555 545 n z o„� Q RIFRAF ITCH 3�c C.Y. PROTECTION, Ec�1�c A !I �,o ��C► P Opo NO SCA RIP -RA ® OX D=2.0' W/ � y 576.15 GEOTEX LE FABRIC } c 551.05 D TCK 540 54® 575 575 UNDER NING. 550 -" y�=5 3 cfs CL 55 STR, 37 540, 54 4 540 c� OUTLET PROTECTION, La=1 ' °9 � OUTLE PROTECTION L3.8. 5=15.0 % . 7 C.Y. VDOT EC -1 CLASS !I V -5.D f S 24.00 L.F. OUTLET PROTECTION SPECIAL 13 C.Y. VDT EC --1 CLASS It '� DESIGN, La- W. 13 C Y. VDOT RIP -RAP o 0%, D=2.0' W/ RIP -RAP 0% D=2.0 W/ D90 O 6 2.75% CLASS II RIP RPP 0 % GEOTEXTILE FABRIC F GEOTEXTILE FABRIC Q -.3 9 Cfs 4 in. CL. III RCP Q-2.0' W EOTEX'T1L 570 ` a� UNDER NING. 570--- _19 535 FABRIC UNDERLINING. 535 570 545 _ 545 3 535 8 TO m 12 STR ®FALL ® ® 0 o 0 o t0 t�! �% o 0 7®13 NO. cl,® o d o o �' t0 CL1 gi0 to $ !- tfi 0s � tCi to o .� � ci cg N 0 a0 D � ! � 1< � � � � M va N Q- ® 6 c� r� ri o to Lo Lo ,�� 'Ti- vi Asa gn u� an c9 r� cv N 20922 , to to Lo to to 0+00 1+00 2+0017 CL '01 1+00 2+00 3+00 ' r 0+00 1+00 +00 3+00 4+00 2+00 1+00 0+00 � ii 0. CC 0 C) ce) 0 X 0 LIJ z ffi 04 C*A csi 04 tag CL 7— —7— Z Z �N7 'Z 41 X ............... 0# L. F 2 ARE)k B / '� / .�,� �`" -' '' —'. ---' _— ( , ° ,% / -�' i '' '' '—.. �.. ..! �' `� --' �.-- '' .01 01-lp —1-0.07o / / % % % / __" r-- i / ri o \ /X'Are. 0�30 q t 1 O� f P— cc .S. "--0. L. F: 0 v- .5.0 Z T% % /'f"M a) In. ioW4 Jo 12 6 7 82 'N zEa %�R/ /ElTc (�'in) --4 5 m in. Are(7(0c, /A tn 0 �pF' J�.\ 2 14 1 U L. 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T '. � /J � /"_.. 7\ ��� s'k�� . �' � � a��,rz, s3� ���2 lu Y��,F �}f-t:. bi Lot , ' g \�7 \ i. ..-.-\ ~� ` l , � `y � ".� � � ! � � � �/ / -e "® f �-"`f � J\ �~`•� �F�,�s'rs��ror,� � Y�. ry zip 3�`��,� z t ?- � C '2 L: )6 1 l' /I i y JFt t�»4 f 30B NO. r -c 20922 —7W r - SHEET N1 20 TH O?P' `7 IVAN k WU No. 24803 cj DATE sYf 6111103 DRAWN BY C. CLARK DESIGNED BY s.s -- 5 AC z 428 t 6 09 c Z A 0 12� a7q 14C"a 0 1\ 0.'AGS' D �3 A 0 4,07\AC a z CD > 2LI 4-4 z J /- _ a �_ I / s /0 7`44%2 -441 �� , U' -J9 A 05 AC AmIlL u F- 04 AC 2 P-4 uj Lot cl� x < LLJ UO) -a 0 0 LLJ < z Z Z 4jiAC o 0.03 --AC-- 5 x Z z 0. 06 CL 04, Z''yam kn X 0. 0� uj 4, 0 < 72Y < 1111 AC z Lu --a 65 A C 5 00 du 0 V)0 a ui Z 0 :2 < 0 A)Fm 2: strp-- ZOmm -"12 0 - ft 5 -, 7o 'I'll"Q- NIX 'M 0 :3 ana. -j 10.72,AC, -"wgg �gg LU C.7 14-0, 0-f t @-\ �'�5- w P\s \ \ \ \ gL. 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CLARK ' / / / \ < '~ DESIGNED BY 1^��� / / 40t S. SMITH4cCHECKED\` ~ / bot I'l AP .79 AG Ac 0.20 AC ell .10 ACI .06 \A\kE A\ \ K\\, A�G(G�.)40.Vg\ li2 5. itaol 7. '107 0.10 Lot 18 Cot 19 1 ���� .- lo ��I 13 m imman PON IF. ILI STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWING: 1. CONSTRUCTION ENTRANCE, STANDARD AND SPECIFICATION 3.02 — ENTRANCE TO BE LOCATED TO PREVENT TRACKING OF MUD ONTO EXISTING MOSBY MOUNTAIN DRIVE, 2. BLT FENCE, STANDARD AND SPECIFICATIONS 3.05 — SILT FENCE TO BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT.. SILT FENCE SHALL BE WIRED — SUPPORTED ALONG WETLAND AND STREAM AREAS. S, TEMPORARY DIVERSION DIKE, STANDARD AND SPECIFICATION 3.89 — TEMPORARY DIVERSION DITCHES TO BE CONSTRUCTED WHERE SHOWN ON PLANS. 4. CLEAN WATER DIVERSION DIKE, OT A STATE STANDARD) _ CLEAN WATER DIVERSION DIKES WILL BE USED TO INTERCEPT AND 0VERTSTORMWATER RUNOFF. 5. TEMPORARY SEDIMENT TRAP, STANDARD AND SPECIFICATION 3.13 — TEMPORARY SEDIMENT TRAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS.(34) TRAPS TOTAL, O. OUTLET PROTECTION STANDARD AND SPECIFICATION'3,1B — OUTLET PROTECTION TO BE PLACED AS SHOWN ON THE PLANS. 7. ROCK CHECK DAMS, STANDARD AND SPECIFICATION 12O.— ROCK CHECK DAMS ARE TO BE PLACED IN OUTFALL DITCHES AS SHOWN ON THE PLANS. B. TEMPORARY SEDIMENT BASINS, STANDARD AND SPECIFICATION 3.14— /2l EXISTING PONDS SHALL SERVE AS TEMPORARY SEDIMENT BASINS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED AS THE FIRST PHASE OF ANY LAND DISTURBING /\CllV|TlES, THEY SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THEY 5HALL BE CLEANED, REPAIRED OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PHASE OF THIS PR[>JECT, THE FOLLOWING ITEMS REQUIRE PARTICULAR CHECKING: 1. S|LTFENG'E 5 -HALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT �;HALL &E, REMOVED WHEN THE LEVEL OF THE SEDIMENT DEPOSITION REACHES HALFWAY TO THE TDP OF THE 13ARRfERS, 2, ROCK CHECK DAMS VNLL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. WHEN SEDIMENT HAS REA01HE'.,D HALFWAY UP THE !JPSTREAkd SIDE, IT SHALL BE CLEANED OUT. 3. TEMPaRARY SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. WHEN THE 3E0kJENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE IT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL VOLUME. AND NARRATIVE." PURPOSE THE PURPOSE QFTHELAND DISTURBING ACTIVITY IS TO CREATE A SINGLE FAMILY LARGE ACRE 0T SUBDIVISION WITH ONE ACCESS ROAD WINDING THROUGH THE DEVELOPMENT. THE AVERAGE SIZE FOR EACH LOT IS ABOUT 10 ACRES, WITH ONE PAVED ROAD ACCESSING THE LOTS. ROADSIDE DITCH AND CULVERTS WILL DIVERT RUN—OFF TO THE STREAMS AND LAKES LOCATED IN THE PROJECT AREA. THIS PROJECT WILL CONTAIN 37.44 AC OF LAND DISTURBANCE. E)03llNG SITE CONDITIONS: ATPRESENT, THE MAJORITY OF THE SITE IS WOODED WITH A COUPLE OF DIRT ACCESS ROADS, THE SITE TERRAIN IS EXTREMELY HILLY, WITH MOST OF THE DRAINAGE FROM THIS SITE DRAINS TO ONE OF THE THREE EXISTING PONDS ON THE SITE. THERE IS A STREAM SYSTEM ON THE PROPERTY CONNECTING THE PONDS AND SERVING AS AN OUTFALLF0R DRAINAGE FROM THE PROPERTY. OFFSITE LAND DISTURBANCE: THERE WILL BE NO 0FFS)TE LAND DISTURBANCE ACTIVITY ASSOCIATED WITH THIS PROJECT, CRITICAL AREAS: DUE TO THE LARGE SIZE LOTS, THE MAJORITY OF THE LAND 0STURBINQACTMTlES ARE ASSOCIATED WITH THE ROAD CONSTRUCTION. THE STREAM CROSSINGS CREATE CRITICAL AREAS WHERE LARGE RLL SECTIONS ARE CREATED AT THE CROSSINGS. SPECIAL ATTENTION NEEDS TO BE GIVEN TO THESE AREAS. TEMPORARY SLOPE DRAINS NEED TO BE INSTALLED TO REDUCE EROSION ON THE STEEP SLOPESWH|LE VEGETATION IS BEING ESTABLISHED. ADDITIONAL CRITICAL AREAS INCLUDE THE WETLANDS LOCATED UPSTREAM OF THE EXISTING PONDS. SPECIAL CARE WILL NEED TO BE TAKEN IN THESE AREAS. 1. N011FYALBEKXARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A PRE—CONSTRUCTION MEETING AS REQUIRED. 2. FLAG THE CLEARING LIMITS. 3. NO EROSION CONTROL ITEMS MAY BE REMOVED DURING THE CONTRUC7lON PROCESS WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT. 4. INSTALL THE CONSTRUCTION ENTRANCE WHERE CONSTRVCTlON VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PKDNS|DN SHALL APPLY- TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING ACllY}llES, STANDARD AND SPEC, 3.02 IS ADEQUATE DUE TO THE TANKERLACK OF AVAILABLE WATER TO THE SITE, SHOULD THE TEMPORARYCONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL FOUND TRACKED ONTO THE PUBLICROADWAY THEN A PAVED CONSTRUCTION ENTRANCE, WATER TRUCK WITH 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY THE EROSION AND ocu/Mcm/ Cvm/nvL PROGRAM ADMINISTRATOR 5. INSTALL THE CONSTRUCTION MEASURES AS SHOWN ON THE EROSION CONTROL PLAN. THESE ITEMS INCLUDE THE SEDIMENT TRAPS 1-12 8: 15-24^ 8b 26-34 DIVERSION D!KES, BERMS, AND SILT FENCE. SEDIMENT BASINS #1 AND(EXISTING PON SHALL BE USED TO FILTER THE RUN—OFF BEFORE IT LEAVES THE SITE. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND 0STURBANC|NQ ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. INSTALL UPSTREAM SILT FENCE AND DIVERSION DIKES THAT DIVERT CLEAN RUNOFF. 6. CLEAR AND GRUB THE ROAD, AFTER THE PROPER EROSION CONTROL MEASURES HAVE BEEN INSTALLED. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, 0KESO AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 7. ROUGH GRADE THE ROADS, ROADSIDE DITCHES, AND CULVERTS. INSTALL THE ADDITIONAL EROSION CONTROL MEASURES AS SHOWN. SUCH AS THE CHECK DAMS, SLOPE DRAINS, CULVERT INLET PROTECTION, OUTLET PROTECTION, AND ADDITIONAL SEDIMENT TRAPS 13. 14, & 25. 8'F|ME GRADE, SEED, AND FERTILIZED THE DENUDED AREAS. 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT'� FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO ARE/\S THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR, 10, ONCE THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, REMOVE THE SEDIMENT TRAPS AND CLEAN OUT THE SEDIMENT FROM THE SEDIMENT BASINS, RESTORING THE BASINS TO THBR ORIGINAL FORM BEFORE THE PROJECT BEGAN. 11. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMIN/8TRATDR, TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FUTHER EROSION AND SEDIMENTATION. PERMANENT STABILIZATION:- LAND DISTURBING ACTIVITIES WITH THIS PROJECT ARE LIMITED TO THE ROAD C0NSTRUCTlON, UPON COMPLETION OF GRADING THE ROAD AND ROADSIDE DITCHES, THE DISTURBED AREAS SHALL BE SEEDED AND FERTILIZED. OTORMWATER RUN—OFF. CONSIDERATIONS: THE CONSTRUCTION OF THIS PROJECT SHALL HAVE MINIMAL EFFECT IN PEAK RUN—OFF RATES. THE IMPERIOUS AREA IS BEING INCREASED DUE TO THE CONSTRUCTION OFTHE ROAD AOWEVER, THIS IS VERY SMALL COMPARED TO THE AMOUNT OFR�WA|N|NQ OPEN SPACE. IN ADDITION, THE PONDS ON THE PROPERTY WILL HELP CONTAIN THE ADDED RUN—OFF OF THE PROJECT. WITHOUT CAUSING A MAJOR INCREASE IN RUN—OFF, DOWNSTREAM FLOODING, OR DEGRADATION OF THE STREAMS, MAINTENANCE: THE CONTRACTOR SHALL COORDINATE BI—MONTHLY INSPECTIONS VY|TH THE INSPECTOR FROM ALBEWARLE COUNTY TO ENSURE THAT ALL EROSION OONSTR0LMEA3URES ARE IN PLACE AND FUNCTIONING PROPERLY. ES -1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the ViM�Inia Ero5igft_jUd Erosion and Sediment Control Regulations. ��ne plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. F,S-3: All erosion and sediment control measures are *sbmplaced por to or as the first stop bu ES -4: A copy of the approved erosion and. sediment control �� shall be maintained oothe site mtall times. BS -5: Prior to- commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the ominer for review and approval by the plan approving authority. ES -6: The contractor is�nho����nof�yudd��o��o�uo control oea��necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES -7: All disturbed drain to approved sediment control measures at all times during land disturbing mctbideo.azdduring site development until final stabilization is achieved. �-8:Durinu dewatering operations, water will be pumped into an approved filtering device, ��The contractor shall inspect all erosion control ineas res periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion -control devices sball be made immediately, |U| o0 7�O� .°� 'COMMUNITY DEVELOPMENT TABLE 3.35—A ORGANIC MULCH MATERIALS AND APPMCATION RATES RATES- MULCHES- Per Acre Per 1000 sq. ft, NOTES: Straw or Hay 1— 2 tons 70 — 90 lbs. Free from weeds and course (Minimum 2 matter. Must be anchored, tons for Spread with mulch blower winter cover) or by hand, Fiber Mulch Minimum 35 111 Do not use as mulch for 1500 lbs. winter cow or during hot, dry periods.* Apply as Com Stalk's 4 — 6 tons 185 — 275 lbs, Cut or shredded in 4-6* lengths, Air—dried. Do not use in fine turf areas. Apply with mulch blower or by Wood ChIpIs 4 — 6 tom 185 — 275 lbs. Free of coarse matter. Air— dried. Treat with 12 lbs nitrogen per ton. Do not use In fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 — 70 cu. 1 2 cu. yds., Free of coarse matter. Air— yd% dried. Do not use in fine Shredded turf areas, Apply with Bark mulch blower, chip handler, or by hand. When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 Ibs./ac. or 45 lbs./1000 sq. ft. |U| o0 7�O� .°� 'COMMUNITY DEVELOPMENT WIN ATE 11103 AWN BY (GNED BY SMITH |U| o0 7�O� .°� 'COMMUNITY DEVELOPMENT is/ DltERTSDIS7URSED RUIVOFF ONLY TEMPORAR Y DIVERSION DIKE NO SCALE E1ic—r_ 1 -F.3 - I 9N INTO GROUND *AOL- DIVERTS BOTH UNDISTURBED AND DISTURBED RUNOFF cw CLEAN WA TER DI VERSION ®INCE NO SCALE V= NOTA STATE STANDARD q daa..« 1 a-arv,. c) SIL T FENCE coP CULVERT INLET TE TT® 3.C�—i NO SCALE CONS TRUC . r . A SIL T FENCE. (WITH WIRE SUPP OR T) 1. SET POSTS A ND POST UPSLOPE ALONG 7HE LINE OF POSTS. � � ,l,I��uii•��a1��1.11���C�J FL W 3. ATTACH THE rFABRIC THE wE FENCE .ND EXTEND EXCA 1 • SOIL. IT • THE TRENCH. FL ffffirpli ORIGINAL FILTER CLOTH w • .CLASS I i r •' 1 ORIGINAL _ACRE DRY STORA GE ,_ri{ia4r� VOL. WET S •r i0 �. . OR 'O�,. GGREGA TE m..0 PLAN VIEW SEDIMENT TRAP ATTACH FILTER FABRI TP JTAKE.S OR POSTS EXTEND IT INT® 1REN EXCA VA TED, BACKFILLED COMPACTED PLACE RRIPW AT 7RAN5/dION FLOW BARRIER ORIGINAL SIREAM BED =1 E3E3= mini= mm Em IMMM mmmmmmmm mm Man m E=®E3m ©MQUMMMMEEEM_ mmmm''. m,' -©�En FL ffffirpli ORIGINAL FILTER CLOTH w • .CLASS I i r •' 1 ORIGINAL _ACRE DRY STORA GE ,_ri{ia4r� VOL. WET S •r i0 �. . OR 'O�,. GGREGA TE m..0 PLAN VIEW SEDIMENT TRAP ATTACH FILTER FABRI TP JTAKE.S OR POSTS EXTEND IT INT® 1REN EXCA VA TED, BACKFILLED COMPACTED FLOW BARRIER (RIPRAP, SANDBAGS, PLbW000, JERSEY BARRIERS OR SHEET PILING) APPROACHING PLACE RIPRAP MENCHING AT 7R4NSI7ION OPERATION FORMER L004770N OF FLOW BARRIER PERSPECTIVE VIEW SOURCE* VA. DSWC PLATE. 3.25--1 SIL T FENCE NO SCkE TEN STAKE L POST, 'TH = 6 MIN r x COARSE AGGREGA •s•� .: FLOW UD ROCK CHECK R .♦ A (2 ACRES OR LESS OF DRAINAGEr SCALE RUNOFF WA WITH SEDIA4,, ORA VEL AND WIRE MPSHDROP INLET SEDIMENTFIL TER GRA VEL 0 (12 -MIN. DEPTH), %"rte Lam.. WIRE 14ESH FILTERED WATER w • �• iArt 74 i wx Yf r` GRAVEL SHAU. BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. OSWC PLATE. 3.07-2 70' RAIN EXISTING ® f'AVERfENT= R• (0P7IJ SIDE t T1 ON GROUND J r •� • U6 MIN. >•�.:: iiNlPA VE illlli:;�:; I' ri.. u,,• ,« COARSE - I� - DRAINAGE �I � TO SE EN MUST r J .OF a EGRESS OPERAI r. LAN LIEW um SECTION A—A 9g 7* ON. fIN — REINFORCED CONCRETE SECTJONf B --B DRAIN SPACE STONE CONSTRUCTION ENTRANCE 3.02®1 NO SCALLE PLACE RRIPW AT 7RAN5/dION FLOW BARRIER ORIGINAL SIREAM BED FLOW BARRIER (RIPRAP, SANDBAGS, PLbW000, JERSEY BARRIERS OR SHEET PILING) APPROACHING PLACE RIPRAP MENCHING AT 7R4NSI7ION OPERATION FORMER L004770N OF FLOW BARRIER PERSPECTIVE VIEW SOURCE* VA. DSWC PLATE. 3.25--1 SIL T FENCE NO SCkE TEN STAKE L POST, 'TH = 6 MIN r x COARSE AGGREGA •s•� .: FLOW UD ROCK CHECK R .♦ A (2 ACRES OR LESS OF DRAINAGEr SCALE RUNOFF WA WITH SEDIA4,, ORA VEL AND WIRE MPSHDROP INLET SEDIMENTFIL TER GRA VEL 0 (12 -MIN. DEPTH), %"rte Lam.. WIRE 14ESH FILTERED WATER w • �• iArt 74 i wx Yf r` GRAVEL SHAU. BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. OSWC PLATE. 3.07-2 70' RAIN EXISTING ® f'AVERfENT= R• (0P7IJ SIDE t T1 ON GROUND J r •� • U6 MIN. >•�.:: iiNlPA VE illlli:;�:; I' ri.. u,,• ,« COARSE - I� - DRAINAGE �I � TO SE EN MUST r J .OF a EGRESS OPERAI r. LAN LIEW um SECTION A—A 9g 7* ON. fIN — REINFORCED CONCRETE SECTJONf B --B DRAIN SPACE STONE CONSTRUCTION ENTRANCE 3.02®1 NO SCALLE � i r, er r •' r ! i' '! I • !, !` rri r! / i �� r rr / r:. r. / n , .+ ,; r• r /_ '/ : '`/ •` r r .•# a.,.. •,. r 1 r rrr w , r+. r r r • :. -_ r': / � % rr. r. rr . �-/ , j a rr.. A ►r �.+ . j i • r: / t /.� s.r r / i r r r r , � r / r r / j- r -/--r- r- r �♦'/ � r /-�' r -_ r , / ► _- r- - a _rjr r r• • /_- rri/ �, r r r rr r : '/ ' ♦ `,;; r .r;r. r ► r / 4ff A 1111010 K, AN r is rr i r - :- -•• r : : r : r ! • ANN 10 as r / r r / r -= ate j - r •• j / - •- � • " ��� 25° CIL PCOINT of FINISHED GRADE Rjrr *NOTE. STA 48+00 TO 52.00 VDOT STANDARD RIGHT SIDE 1.5' MIN. DITCH DEPTH SUIRFACE 4 GUARDRAIL 1.0' AWNy 114"11' 114 "/ 1' (WHERE REQUIRED)l •a r, e , g ? 9Be •f 7 000 3°. BASE 1.0 ' SUBBASE . ®' 4' 4' 10" 10' B' I 50' I HALF SECTION IN CUT HALF SECTION IN FILL I (SEE BELOW FOR DITCHES IN FiLL SECTION) NOT' WHERE DITCHES ARE DEEPENED TO TVP/ C AL d ` ! ACCOMODATE CULVERTS, THE SLOPE SHALL BE MAINTAINED 0 7 1, THEREBY NO SCALE FURTHER NG n4ANT 20' FROM CIL. OST OWW1 V ,?.1 P ROAD CLAISSIFICA TIONS DES IGN - ♦ / Q ROAD c9- � Ttpl t�9 011 - / / TA. r ,r SUBBASE j SURFACE r r r 1 r AkfBROSE C0A4A40NSDRIVE trd41 Tnp 1.ZML I, tc'i9E S' CENTER LINE SECTION --� 6Ytta lyyw t wtaat wtarlaDb pMIN. PAVEMENT DESIGN IS BASED. : R VALUE OF 10. PAV DESIGN MAY �i7 ,A PRI14E COAT SHALL BE APPUED BETWEEN, THE AGGREGATE BASE AND ASPHALT COURsES IN ACCORDA NCE WTH VD.O.T. STANDARDS. •- r �w.Nwwr jS•0o.! 10 • BEDDING DIMENSIONMA 7ERIAL TO BE MAINTAINED TO THE TOP OF PIPE NORMAL EAR77-1/ /. *MAY BE / UNDER WHERE DIREC70 BY ENGINEER. PB— r DETAIL r INSTALLATION OF PIPE CULVERTS AND / ai SEFEM NO SCALE CIMIJO ATda1 tatPtt11140111 C9-1 AT UM as ® Ct11'S alt $A'Itlrr atMClilCalt a1hl1ptal oeretlliMtepl en wttt Cwt bo toeaMl at thls poerat CENTER LINE SECTION •Iwe aw•'rwa� will 4YDth type l atl•.st natwtet> we stialaoeam" TRENCH PLACEMENT ' tb.Pao. • • •�� . .®.®•7•qh••.�.♦•®� • �-i•toet tbMrtat 1 alrllt r Ptw v 40 awtvarts lres npt rowic t° • • • • • • • • • er Co1•►A Subitind 1° • 2222".� Mast ttaterlat4w 11 or Stalegroft _- IC01014MIs ar LIM tttedtt/tuWD Ne, 9 or Nm a #404wtv t' In walow reiwlc NON -PERFORATED ❑UTIFT PTPF 4ttatl Thadwusstw") ® alhdus #" T 41CWdinp to AM A4419 at = delta flet, 4 1413*" Tranah 11001111 tw ®ttter wNh a nfe wW qty twW tapas to am" saw- aIps ohrtl hepta at tw arpa oa' ". "t wt 1111/ aha l Olt punt an a i0i ai• paralltal an M tw ehattler stapt sac as ®rata. s 4l�ra1 Wtur feCtlalfu whws vla as a is MMreaw prewl4w wtuirw for a 91111 a 't�htsbtsbe tocallsal wilateiR as If at Is aneaeswry Par tw plot to antti'atI Ord* a eBat defdl, /lw IHd1 ►r b boo dew Ch Ord* 11 tats YlrVw si 4y 1�Ma�flglgtllllNb andw�M9aM ptraalwvtiod ayja eajA esti an tw law tale alto,.. ►tpsr 1111 LOWERSTANDARD COMBINATION UNDERDRAIN D OF CUTS) D Virglnxa Department of Transportation Mnimum ,Standards of Entrances to'State IfighvWy STANDARD PRIVATE SUuDI'VY�I� ` ROAD /STREET ENTRANCE,:, Haiti t, BowePam a griodat shot start bosh ot'tha nae :vary, drtteh aawy tbe &otnaga is moved Z. pro bOC- alt rtgtht1 9+Of Cover ®ver PIPQo Go ahown , eatranep shoat be orad to 0 j � S _ •1118100 oP ?4'. EntPe)nes �o1ef 119 to las wPha®thiy Clad int®" • � $;117 i00o roadway by roBr+dtlhq as neeeeoary. wdmm roon to be 25+'thereaosd rodiuo mot bs "' ed b ba°hee t° R dent ar aHtut Tro1PSs €ehgrraew. . 9 1 Entrancto tl&>o of bs eaaw oa s faaCept,losa :0 Bp+'w twhan acaeesaBKy)° 1 A t" t sa a,iea,g, -x-24° Am *owl$ 14 a.s:aa°y a•3r>gra � � a jw b «uwaw Mail RtT�wAY ►AVLe61M -®oar------ .t---- - ® -- /rT STANDARD DRAIL _ ., IN FILL I ALCM 'Or WHEN DITCH IS ♦ ` / IN FILL R/W J5' 1 4.0' :m Rovlaed Ditch V1,1=11c rove Nortilal191teh Shoulder ALTERNATE METHODS FOR. PLACING PIPES UNDER ENTRANCES 12: 1 >So 1 FM ROLL—FACE j r i • ' • GUTTER r �•EXIS77NG GROUND R/"W ROLL—FACE CSL POINT OF CURB & GUTTER *7' FILL FINISHED GRADE *4' CUT SURFACE SHOULDER 1.14 o c$ %jwo dao o ® , 0 0 ® t pB�pA�SE / g r HALFSEC770N IN CUT HALF SECTION r.. / <y.. ROWD NO SCALE RIPOETOP DRIVS /', / .' / / RIW a ' R/W 55 55 I * SEE PLAN VIEW I FOR GRADES IN CUL—DE—SAC C/L FOR PA VEMENT DESIGN SEE ROAD CLASSIFICA TION TABLE EJXIS77NG GROUND 1' C 0 35 35' 4' HALF SECTION INyy �CgUT �y p� �gy p p �HrALLF SECTION IN FILL NO SCALE LISE ALL DIMEN-VONS AND SPEanCATFONS PER iIDOT STANDARD EXCEPT FOR CHANCES NOTED ABOVE SPEC1F70A77ONS F01? 9' aeeaseestsataPaatatse°asasataaasaPeaaataaaaaetaP+rseeaeeeeeaseeeteeaeaeeeeeeeet to .:o:• a.oa.a.aasoat o••aaa aa•�•a•a•eea•taaa � • s lash*a�oaa`aasaa adsat� e ¢ 36°'MAVMUM LENGTH ALLOWABtf,FOR ANYq' SIGN A/f$,AG2 12' SPACE 16' MINIMUM LENGTH AiLO.WABLE Fq? ANY 8' SrCN MlrSSA0E 9' WD7H. SlONS 48' MA.VA417M TOTAL .LEMW ALLOWABLE FOR ANY 9" WDTH SIGN 30" A(INNUM TOTAL LENGTH .ALLOWABLE FOR ANY 9- W07H SIGN LAO t7Gk7S SHAPE Horizontal Rectangle OR BOLT COLOR ROAD NAME SIGN THR.0 POST ma -saga: white reff-I 7zod 11e7d° greon rofloctoC7zoe btu. or 4rown SIZE HaM NTAL 3O' M lNiMUA7 LENGM FOR 91 lMDTN SIQVVERRCAL 9' 48' MAXIMUM LENGTH FOR 9' WDTH SIGN MESSAGE PRET lX AND SUFf7JG 3' copltcis ROAFJ NAME r 6' copitols LENOTH .OEPEND."S ON CHtARAC7&gS (h' THE LEG NP :'LAJE, atched o!(tBnfiturfa ' 24, 30 36 42, 48 e5;y.39 5061T5 alloy, or.moots KHIT Sgeclllcations ST I ("APPROX 4` HOLES - 318 tltA 3/4' to s 112' OORNt]? RAOIUS N07g ,AtLOMiNUM TNLCKNESSES c9- � Ttpl t�9 011 fa w-19 trd41 Tnp 1.ZML tc'i9E S' CENTER LINE SECTION --� 6Ytta lyyw t wtaat wtarlaDb OK w 1004341:1113' TRENCH PLACEMENT EMENT Ll • • ei • • • o • • r ® is 811-19 �4�t•:•tj/•B)•ii• ...®lienal tMtw•tat3ypgt or III PLAN VIEW SHOWING PLACEMENT OF i° 2222. wo, s Ga. Na tt CD -2 UNDERDRA I N .19 Bto s sview aats^te 1° It No • d - ftmwntb TrwKA ehatt Wo tsited with to �ttg h"w $t / • • • • • • w ® • --.&Obm or C~ tiwaaelaalVAMM ►1pt Mata She ollp of pawwnt pWain �sit 1' �; • 'aSea'o2` !' ® +�taet ttaNrDa$ 3y1► It or btltwaM or LDvw i7 tit j t•l AOgrepats jpt1 IwtI slope ire ° / n 9ratBti�w Fabric t 1300 cob wall wlttM asctaarea, at in iBpaartlata t• 0*4"tst pro=etle cotow uthlerWvtlhr. tlwfr Dose to hs toeawao as ft Irate aw/a M3P ,lata •, fmftL PLACEMENT OF CD -2 UNDERDRAIN AT d® of is Par tw Palo 110 Q%Aft states a Clot Ilfda tw ds to�w M and at, cant hes Itractel rig 6ratN BRIDGE APPROACH SLABS On aupwstsvatM secllahr, ®rwwtt Is ft e•wMr attars pawlhaavt eraa with pips an taw a/� only. � NON -PERFORATED OUTLET PIPE 1111 Two N Pepe t M B1n Ila t Mw 9111 C" a AttiN °at8f s IT7i $ W�a '►YPLL Tho -1 1111100 - InGian Torted acarltn® to w" 8-419 of a dessinsfain, STANDARD COMBINATION 11NDERDRA I N ON FILLS AT SAGS AND BRIDGE APPROACHES vu"" N"Mooff Or "W~ATM t k as ROLL—FACE j r i • ' • GUTTER r �•EXIS77NG GROUND R/"W ROLL—FACE CSL POINT OF CURB & GUTTER *7' FILL FINISHED GRADE *4' CUT SURFACE SHOULDER 1.14 o c$ %jwo dao o ® , 0 0 ® t pB�pA�SE / g r HALFSEC770N IN CUT HALF SECTION r.. / <y.. ROWD NO SCALE RIPOETOP DRIVS /', / .' / / RIW a ' R/W 55 55 I * SEE PLAN VIEW I FOR GRADES IN CUL—DE—SAC C/L FOR PA VEMENT DESIGN SEE ROAD CLASSIFICA TION TABLE EJXIS77NG GROUND 1' C 0 35 35' 4' HALF SECTION INyy �CgUT �y p� �gy p p �HrALLF SECTION IN FILL NO SCALE LISE ALL DIMEN-VONS AND SPEanCATFONS PER iIDOT STANDARD EXCEPT FOR CHANCES NOTED ABOVE SPEC1F70A77ONS F01? 9' aeeaseestsataPaatatse°asasataaasaPeaaataaaaaetaP+rseeaeeeeeaseeeteeaeaeeeeeeeet to .:o:• a.oa.a.aasoat o••aaa aa•�•a•a•eea•taaa � • s lash*a�oaa`aasaa adsat� e ¢ 36°'MAVMUM LENGTH ALLOWABtf,FOR ANYq' SIGN A/f$,AG2 12' SPACE 16' MINIMUM LENGTH AiLO.WABLE Fq? ANY 8' SrCN MlrSSA0E 9' WD7H. SlONS 48' MA.VA417M TOTAL .LEMW ALLOWABLE FOR ANY 9" WDTH SIGN 30" A(INNUM TOTAL LENGTH .ALLOWABLE FOR ANY 9- W07H SIGN LAO t7Gk7S SHAPE Horizontal Rectangle OR BOLT COLOR ROAD NAME SIGN THR.0 POST ma -saga: white reff-I 7zod 11e7d° greon rofloctoC7zoe btu. or 4rown SIZE HaM NTAL 3O' M lNiMUA7 LENGM FOR 91 lMDTN SIQVVERRCAL 9' 48' MAXIMUM LENGTH FOR 9' WDTH SIGN MESSAGE PRET lX AND SUFf7JG 3' copltcis ROAFJ NAME r 6' copitols LENOTH .OEPEND."S ON CHtARAC7&gS (h' THE LEG NP :'LAJE, atched o!(tBnfiturfa ' 24, 30 36 42, 48 e5;y.39 5061T5 alloy, or.moots KHIT Sgeclllcations ST I ("APPROX 4` HOLES - 318 tltA 3/4' to s 112' OORNt]? RAOIUS N07g ,AtLOMiNUM TNLCKNESSES B10FILTER 1 00 AREA REQUIRED = 300 SQ. FT, PLANTS REQUIRED = 7 QTY. TREES SYMBOL SCIENTIFIC COMMON SIZE 1 AR ACER RUBRUM RED MAPLE I" CALIPER I BN BETULA NIGRA RIVER BIRCH 4`-5' CLUMP AIREA REQUIRED = 225 SQ-FT- SHRUBS it? 20' Pl(ANTS REQUIRED = 6 QTY. Syma SCIENTIFIC COMMON SIZE 3 BT BERBERIS THUMBERGII JAPANESE BARBERRY #2 2 EA EUOMYMUS ALATUS . WINGED EUONYMOUS #2 HERBACEOUS GROUND COVER COMMON SIZE 2 BT BERBERIS THUMBERGII JAPANESE BARBERRY SCIENTIFIC COMMON SIZE #2 HERBACEOUS GROUND COVER AGROSTIS ALBA REDTOP SEED- 61b11,000SQ.FT. COMMON SIZE LABIUM- PERRENE RYEGRASS SEED- 6011, 000SQ. FT BIOFILTER NOTES: 1, BIOFILTERS ARE NOT TO BE INSTALLED UNTIL THE DRAINAGE AREA IS ADEQUATELY STABILIZED ACCORDING TO WATER RESOURCES PERSONNEL (434) 296-5861. 2. THE BIOFILTER SOIL MIX MUST BE LUCK BIOFILTER MIX OR TESTED AND APPROVED EQUIVALENT FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861, 3. THE 810FILTER SOIL MIX MUST BE STABILIZED WITH EC -2 BLANKETS AND A NATIVE WILDFLOWEA MIX ALONG WITH THE TREES AND OR SHRUBS LISTED ON THE PLAN. 4. THE INTERIOR SLOPES OF THE BIOFILTER ARE TO BEA MA)aMUM OF3:1. S. TREES AND OR SHRUBS LOCATED WITHIN THE BIOFILTER SHALL NOT BE INSTALLED DIRECTLY OVER THE PERFORATED PIPES ,0-% r -Ir UORLTER 6 "a-7-6) BIut-ILTER 4 (ze-7-4), B 4 TABLE OF ELEVATIONS FOR BIOFILTERS Top OF TOP OF rx-lumilp, abmln SOIL MIX lot 201 WORLTER PLANTING SCHEDULE 1 8 20' AIREA REQUIRED = 225 SQ-FT- it? 20' Pl(ANTS REQUIRED = 6 TREES QTY. SYMBOL SCIENTIFIC COMMON SIZE I AR ACER RUBRUM RED MAPLE I CALIPER I BN BETULA NIGRA RIVER BIRCH 4'-5' CLUMP SHRUBS QTY, SYMBOL SCIEN77RC COMMON SIZE 2 BT BERBERIS THUMBERGII JAPANESE BARBERRY #2 2 EA EUONYMUS ALATUS WINGED EUONYMOUS #2 HERBACEOUS GROUND COVER SCIENTIFIC COMMON SIZE AGROS77S ALBA ,0-% r -Ir UORLTER 6 "a-7-6) BIut-ILTER 4 (ze-7-4), B 4 LEGEND: 0 TREES SHRUBS ElHERBACEOUS GROUND COVER BIOFILTER 7 (�DT-7) lot 201 WORLTER PLANTING SCHEDULE 1 8 20' AIREA REQUIRED = 225 SQ-FT- it? 20' Pl(ANTS REQUIRED = 6 TREES QTY. SYMBOL SCIENTIFIC COMMON SIZE I AR ACER RUBRUM RED MAPLE I CALIPER I BN BETULA NIGRA RIVER BIRCH 4'-5' CLUMP SHRUBS QTY, SYMBOL SCIEN77RC COMMON SIZE 2 BT BERBERIS THUMBERGII JAPANESE BARBERRY #2 2 EA EUONYMUS ALATUS WINGED EUONYMOUS #2 HERBACEOUS GROUND COVER SCIENTIFIC COMMON SIZE AGROS77S ALBA REDTOP SEED- 6lb1l,000SQ-FT- LA6TUM PERRENE RYEGRASS SEED- 61bl1,000Q;FT LEGEND: 0 TREES SHRUBS ElHERBACEOUS GROUND COVER BIOFILTER 7 (�DT-7) 2 Br BERBERIS THUMBffRGll JAPANESE BARBERRY #2 2 EA EUONYMUSALA7rUS WINGED EUONYMOUS #2 HERBACEOUS GROUND C0VER SCIENTIFIC COMMON SIZE AGROSTIS ALB3A REDTOP SEED- 6/b/1,000SQ-17T LABIUM PERREAVE RYEGRASS SEED- 6/b`/1,000SQFT 4 BT BERBERIS THUMBERGII JAPANESE BARBERRY #2 4 EA EUONYMUS ALATUS WINGED EUONYMOUS #2 HERBACEOUS GROUND COVER SClENTlf-7C COMMON SIZE AGROSTIS ALBA REDTOP SEED- 6611,000SQ.F1: LA61UM PERRENE RYEGRASS SEED- 6tbl1, 000SQ FT 1 8 20' it? 20' B10FILTER PLANTING SCHEDULE BIORLTER PLANTING SCHEDULE AREA REQUIRED = 150 SQ -FT AREA REQUIRED = 500 SQ,FT, PLANTS REQUIRED = 4 PLANTS REQUIRED = 12 TREES TREES' QTY, SYMBOL SCIENTIFIC COMMON SIZE QTY, SYMBOL SCIENTIFIC COMMON SIZE I AR ACER RUBRUMI RED MAPLE I CALIPER 2 AR ACER RUBRUM RED MAPLE I CALIPER I BN BETULA NIGRA RIVER BIRCH 4`-5' CLUMP 2 BN BETULA NIGRA RIVER BIRCH. 4'-5' CLUMP SHRUBS SHRUBS QTY, SYMBOL SCIENTIFIC COMMON SIZE— QTY, SYMBOL SCIENTIFIC COMMON SIZE 2 Br BERBERIS THUMBffRGll JAPANESE BARBERRY #2 2 EA EUONYMUSALA7rUS WINGED EUONYMOUS #2 HERBACEOUS GROUND C0VER SCIENTIFIC COMMON SIZE AGROSTIS ALB3A REDTOP SEED- 6/b/1,000SQ-17T LABIUM PERREAVE RYEGRASS SEED- 6/b`/1,000SQFT 4 BT BERBERIS THUMBERGII JAPANESE BARBERRY #2 4 EA EUONYMUS ALATUS WINGED EUONYMOUS #2 HERBACEOUS GROUND COVER SClENTlf-7C COMMON SIZE AGROSTIS ALBA REDTOP SEED- 6611,000SQ.F1: LA61UM PERRENE RYEGRASS SEED- 6tbl1, 000SQ FT m FORESTED RIPARIAN BUFFER ENHANCEMENT AREAS MITIGATION FOR WETLAND IMPACTS FOR DEQ 1.45 ACRES I LEGEND WATERS C EXISTING ol TYPICAL "S WETLAND ENHANCEMENT AREA MITIGATION FOR STREAM BUFFER IMPACTS FOR ALBEMARLE COUNTY O> 78 ACRES GRAPHIC SCALE 50 100 ( IN FEET I inch = 50 w DATE 400 mllllm 0 1120104 —1 It = 501 < LL. C� u - D Lu 7D(D (D (D (1) o > Lu W cl� < LU w Z ti _7HEET 0o� NO, <O F - < Q) 0 O CL Lu mr ■ w DATE 400 mllllm 0 1120104 —1 It = 501 < LL. C� u - D Lu 7D(D (D (D (1) o > Lu W cl� < LU w Z ti _7HEET 0o� NO, <O F - < Q) 0 O LL. 31Q u - Lu (D (1) o > Lu LL. u - (D (1) o u W cl� < LU w ti _7HEET NO, <O CL Lu (D (1) U Q7 JOB NO. 20922 ti _7HEET NO, 38 M a Lt I GENERAL CONSTRUCTION NOTES CLEARING CONSZEUC770N AND OPERA77ON 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 10 DAYS PRIOR TO THE START OF CONS7RUCRON, SO THAT THE NON -IMPACT WETLANDS AND WATERS OF THE U.S WITHIN 50 FEET OF LAND DISTURBANCE CAN BE CLEARLY STAKED, THESE AREAS ARE DiS77NC7LY DELINEATED ON THESE PLANS AS EXiS77NG WETLANDS AND WATERS OF .THE U.S AND NO DISTURBANCE SHALL OCCUR WITHIN THESE AREAS 2. THE CONTRACTOR SHALL NOT TRAVEL ACROSS, STORE SPOILS ON, OR OTHERWISE IMPACT THE WATERS OF THE U.S UNAVOIDABLE IMPACTS TO THESE AREAS DURING DEVELOPMENT OF THE PROPERTY SHALL BE MINIMIZED, ONLY TEMPORARY IN NA77lRE, AND ANY TEMPORARILY DISTURBED AREAS SHALL BE RETURNED TO PRE -DISTURBANCE CONTOUR AND STABILIZED. J. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING AND MAINTAINING APPROPRIATE CONSTRUCTION ACCESS WITHIN THE CONS7RUC770N AREA FOR THE DURATION OF THE PROJECT 1. THIS PROJECT SHALL BE CONSTRUCTED ACCORDING TO THE SEQUENCE OF CONSTRUCTION DESCRIBED BELOW. THE CONTRACTOR SHALL NOT DEVIATE FROM THIS SEQUENCE UNLESS APPROVAL iS OBTAINED FROM TIMMONS GROUP OR BEIGHTS DEVELOPMENT CORPORATION, 2. THE CONTRACTOR SHALL ARRANGE A PRE -CONSTRUCTION MEETING WITH TiMMONS GROUP AND BEIGHTS DEVELOPMENT CORPORATION 72 HOURS PRIOR TO THE START OF ANY WORK. AT THIS TIME, THE CONTRACTOR SHALL INFORM THE AFOREMENTIONED PARTIES THE SEQUENCE IN WHiCH THE PROJECT DESCRIBED BELOW WILL BE CONSTRUCTED, ALONG WITH A CALENDAR SCHEDULE FOR EACH. 3. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL LOCATE ALL EXIS77NG UTILITIES AND DEVELOP A PLAN FOR UTILITIES RELOCATION, IF NECESSARY. THE CONTRACTOR SHALL RE RESPONSIBLE FOR NOTIFYING THE ALBEMARLE COUNTY SERVICE AUTHORITY TO SCHEDULE A PRE-CONSTRCUTiON MEETING AT LEAST 72 HOURS PRiOR TO STARTING ANY WORK ON THIS PROJECT. 4> SEED AND PLANT FORESTED RIPARIAN BUFFER AND WETLAND ENHANCEMENT AREAS ACCORDING TO SCHEDULE //1. M/TIGA TION AREA NOTES 1. THESE N07ES APPLY TO AREAS INSIDE THE MITiGA77ON AREA LIMITS INCLUDING BUT NOT LIMITED TO BANKS OF SLOPES AND SOIL STOCKPILE 517ES. 2. SEEDING AND FERTILIZING SHALL BE DONE IN CONFORMANCE WITH SPECIFICATION 3.32 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. MULCHING SHALL BE DONE IN CONFORMANCE WITH SPECIFICA77ONS 3.35 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD E0177ON, 1992. J. FERTILIZE THE AREA PRIOR TO SEEDING WITH A COMMERCIAL 10-10-10 FER77LIZER AT THE RATE OF 23 LBS PER THOUSAND SQUARE FEET. WORK FER77LIZER UNIFORMLY INTO THE SURFACE TO A MINIMUM DEPTH OF ONE INCH. 4. SEEDING TO OCCUR BETWEEN THE DATES OF FEBRUARY 15 AND JUNE 15 OR BETWEEN SEPTEMBER 15 AND DECEMBER 15, EXCEPT AS MAY BE OTHERWISE DIRECTED BY THE DESIGNER. 5. RAKE TO MAINTAIN MICROTOPOGRAPHY ALONG RIDGES AND DEPRESSIONS, TO ACHIEVE THiS THE SURFACE SHALL BE LIGHTLY RAKED IN ORDER TO COVER SEED NO DEEPER THAN 2" AND SPRINKLED WITH WATER. THE SEEDED SURFACE SHALL BE COVERED WITH STRAW OR HAY TO PREVENT EROSION AND PROTECT SEEDING. THE EN77RE SEEDED SURFACE SHALL BE ROLLED WITH A CORRUGATED ROLLER AFTER SEEDING AND BEFORE COVERING WITH STRAW. CONTRACTOR SHALL PR07E'CT SEEDED SURFACE UNTIL A GOOD STAND OF GRASS IS OBTAINED. THE SEED SHALL BE SOWN AT A RATE OF ;30-50 LBS. PER ACRE. 6. THE M177GA77ON AREA IS TO BE SEEDED BY A HAND CYCLONE SEEDER OR EQUIVALENT HAND SEEDING METHOD, FLOODPLAIN SEED MIX AND FERTILIZER SPECIFICA TI THESE NOTES PERTAIN j28LY TO THE MITIGA77ON AREAS 1. TOTAL AREA TO BE SEEDED IS APPROXIMATELY 328 ACRES 2. SEED MiX IS COMPRISED OF, by Number of Seeds Botantkal Name Common Name Size Notes 5.0 Agroatis alba Redtop Seed Mix 30-50 ,lbs.' 4.0 Aster umbellatus Flat Topped/ Umbrella Aster Seed Mix " 6.0 Bidens cemua Nodding Bur Marigold Seed Mix » 4,0 Carex comoso Bristly/Cosmos Sedge Seed Mix 4.0 Carex lurido Lurid Sedge Seed Mix 20.0 Carex vulpinoideo Fox Sedge Seed Mix Vaccinium corymbosum 13.0 Elymus riporius Riverbank Wild Rye Seed Mix 13.0 Elymus virginicus Virginia Wild Rye Seed Mix » 3.0 Eupotorium perfoliotum Boneset Seed Mix C ,3.0 Onocleo sensibilis Sensitive Fern Seed Mix 5.0 Mimulus rinaens Square Stemmed Monkey Flower Seed Mix Common Elderberry 5.0 Ponicum virgotum Switch Grass Seed Mix » 95.0 Polygonum pensylvonicum Pennsylvania Smartweed Seed Mix J. SEED MIX SHOULD BE APPLIED AT A RATE OF 30-50 LBS PER ACRE. SUBSTITUTE SEEDING MIXTURE MUST BE APPROVED BY THE ENGINEER PRIOR TO ORDERING. DRY FERTILIZER SHALL BE APPLIED TO THESE AREAS AT THE TIME OF SEEDING. 4. FERTILIZER SHALL BE APPLIED UNIFORMLY AT THE RATE OF 5,400 POUNDS OF 10-20-10 FERTILIZER, OR EQUIVALENT QUANTITY OF 1-2-1 FERTILIZER PER ACRE: THE METHOD OF APPLICA77ON SHALL BE APPROVED BY THE ENGINEER PRIOR TO FER 77LIZA RON. MAINTENANCE AND ARRANTY 1. MAINTENANCE OF THE WETLAND CREATION AREAS SHALL BE COMPRISED OF CONTROL OF NOXIOUS OR INVASIVE PLANT SPECIES AND INSURANCE OF AT LEAST 809 VEGETATIVE COVER OF THE WETLAND CREATION AREAS MAINTENANCE PROTOCOL SHALL BE DETERMINED BY THE ENGINEER BASED ON ANNUAL INSPECTION OF THE WETLAND 2. THE WARRANTY OF THE WETLAND SPECIES SHALL CONSIST OF GUARANTEE FOR A PERIOD OF ONE YEAR OF COMPLETION OF PLANT INSTALLATION OF 9091 VEGETATIVE COVER OF THE EN77RE. WETLAND CREA77ON AREA. UPON COMPLE77ON OF 77 -IE IST GROWING SEASON, THE ENGINEER 1MLL MONITOR 7HE WETLAND CREATION AREAS AND N077FY THE CONTRACTOR OF WARRANTY REQUIREMENTS AND PROVISIONS AS DETERMINED BY 7HE.RESULTS OF THE MONITORING. U10" V x AND WETLAND ENHANCEMENT AREAS 1. THE PLANTING LAYOUT FOR THE MI77GATION AREAS SHALL BE CONSISTENT WITH THE SAMPLE LAYOUT SHOWN ON THIS SHEET 2. MITIGATION AREA PLANTING SHALL BE LIMITED TO THE PERIOD BETWEEN SEPTEMBER 15 AND NOVEMBER 15, OR MARCH 15 TO MAY 30. THE MITIGATION AREA SHALL BE SEEDED AND PLANTED DURING THE FIRST PERIOD FOLLOWING COMPLETION OF AMBROSE COMMONS DRIVE. J. THE MITIGATION AREA PLANTING SHALL FOLLOW SCHEDULE #1< 4. TREES SHALL BE PLANTED IN GROUPS OF THREE (3), AS SHOWN IN THE TYPICAL PLANTING LAYOUT, WITH A MINIMUM SPACING.BETWEEN INDIVIDUAL PLANTS OF 5' CENTER TO CENTER. THE DISTANCE BETWEEN GROUPS SHALL BE NO LESS THAN 10; CENTER TO CENTER. 5 THE FINAL PLANT LAYOUT SHOULD RESEMBLE A RANDOM AND NATURAL PLACEMENT OF PLANTS RATHER THAN A STANDARD LANDSCAPED APPROACH WITH TREES IN ROWS OR OTHER ORDERLY FASHION, 6. THE CONTRACTOR SHALL WARRANT THAT A MINIMUM OF 559` OF ALL PLANTINGS SHALL SURVIVE FOR A PERIOD OF ONE YEAR FOLLOWING PLANTING COMPLETION. 7 THE CONTRACTOR SHALL FURNISH NURSERY GROWN PLANTS CONFORMING TO ANSI 2601, WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLAN77NG OR ROOT PRUNING. TREES AND SHRUBS SHALL BE WELL SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE FROM DISEASE, INSECTS, LARVAE, AND DEFECTS SUCH AS KNOTS SUN SCALD, INJURIES, ABRASIONS AND DISFIGUREMENTS B. NURSERY STOCK SHALL COME FROM A LOCAL NURSERY OR BE ADAPTED TO LOCAL GROWING CONDITIONS AND BE GUARANTEED BY THE NURSERY AS SUCH 9 THE CONTRACTOR SHALL CLEAN THE TOPSOIL OF ROOTS, SODS, STONES, CLAY LUMPS, AND OTHER EXTRANEOUS MA TERIALS HARMFUL TO PLANT GROWTH.. 10 THE CONTRACTOR SHALL PLANT TREE SPECIES ACCORDING TO THE DETAIL SHOWN ON THIS SHEET 11. TREE TUBES AND BRUSH MA TS MUST BE USED WI TH THE RIPARIAN PLANTINGS C 5' 5A A G 5` C 5' 5' 5, \ 5, 5. 5' 10` 10` F E D A pill 111 ji� 1 PLANT SCHEDULE #1 -- MITIGATION AREA (400 STEMS/ACRE) Planting Area; 3.28 ACRES Habitat/Classification: Riparian Forest & Palustrine Forested Wetland Qnt Botanical dame Betula ra Common Name River Birch Spacing 5' 0.C> Size 2'-.3' Planting Zone Random Notes Bare & Protected Root jAy} �roNi Quercus phellos Willow Oak i8 P9 99 99 88 99 C Plantanus occidentalis American Sycamore 88 9P 91 89 98 yy D Cornus racemosa Graystem Dogwood -�DATE �r E Vaccinium corymbosum High -Bush Blueberry 1120104 �9 F Clethera alnifolic Sweet Pepper -Bush °' P9 98 y8 PP PP C Alnus serrulate Common Alder H Sambucus canadensis Common Elderberry P9 9y y, 99 y9 yP i Viburnum dentatum Arrow -Wood l Ilex verticulato Common Winterberry 3P >P yP 88 F9 � � l t -�DATE �r 1120104 �9 E � � t -�DATE �r 1120104