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Home My WebLink AboutWPO200400015 Plan - Stormwater 2004-03-06f BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE; AMD LOCAL LAWS, ORDINANCES, RULES AND REGULA77ONS OF THE AU774OR177ES HAVING JURISDIC77ON AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE OBTAINED FROM THE, ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING 77-1E WORK. 2. ALL FEDERAL, STA 7E, AND LOCAL REGULA77ONS GOVERNING C0NS7RUC77ON SAFETY SHALL, BE ADHERED TO AND ANY VIOLATION OF SUCH REGULA77ONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3 PRECAU77ONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE Wi77-I/N TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF U77LITY LINES ADJACENT TO THE BLAS77NG AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4 PROPER NO77F7CA77QN SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5 BLASTING ON SA 7URDA YS, SUNDA YS, AND HOLiDA YS WILL BE PERMITTED ONL Y Wl77-1 SPECIAL WRITTEN PERMISSION' FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLAS77NU WILL BE UNDERTAKEN /N THE VICINITY OF AN EXIS77NG UTILITY, IT SHALL ONLY BE DONE WIN DiRECT "ONSITE" SUPERVISION OF THE AUTHOR17Y. ANY DAMAGE AS A RESULT OF BLAS77NG OPERA77ONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR ALBEMARLE _ COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBL.1C ROADS 1. Prior to any construction within any existing public right-of-way, including connection to any exl�gting road, a permit shall be obtained from the Virginia Deportment of Transpcortation (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 (296-586;1) 48 hours in advance of the start of construction. J. All materials and cronstruction methods shall conform to current specifications and starndords of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 CFR Pari 1926). 4. Erosion and siltatioin control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other consitruction. 5. Upon completion off fine grading and preparation of the roadbed subgrade, the contractor shall heave CBR tests performed on the subgrade soil. Three (3) copies of the testi results. sholi 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. A# slopes and disturbed areae are to be fertilized, seeded and mulched The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonable obtainable, lesser slopes of 4. 1 or better are to be achieved. 7. Surface drainage and pips; discharge must be retained within the public right-of-way or withim easemente prior to acceptance by VDOT. All drainable outfall easements are to be ; xt=:nded to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage pipe. 8. Guardrail locations are opprox%mate. Exact length, location and appropriate end treatments will be field dee-!n;ned at the time of construction. Additional guardrail may be requires.+ at locations not shown when, in the opinion of VDOT, the Directoro.Engineering, or the Director's designee, it is deemed necessary. Men guardr ail is required, it shall be installed four (4) feet offset from the edge of pvement to the face of guardrail, and roadway shoulder widths shall the increased to seven (7) feet. 9. Where urban cross . sections c:re installed, all residential driveway entrances shall conform to V007r CG -9(A, 7 or C). 10. Where rural cross ;sections are installed, a// residential driveway entrances shall conform to VD077- standard PE -1. 11. Paved, rip --rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, the Director of Engineering, or the Director's desi97nee, it is deemed necessary. 12. A minimum clear ozone of ten (10) feet from the edge of pavement shall be maintained on all rresidentia/ subdivision streets. Additional clear zone may be required depernding on the category of road design. 13. Compliance with tthe minimum pavement width, shoulder width and ditch sections, as shown on► the typical pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown bn the plans. Exceptions will not be allowed. 14. All required signs ((stop, street name, speed limit signs, etc.) are to be furnished and installedf by the developer prior to acceptance. Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering Ordinance sand Manual" and the Virginia Manual for Uniform Traffic Control Devices. The , locations of all signs are shown on the plans. The developer shall be resADonsible for maintenance of the signs until the roads have been accepted imto the state secondary road system. The speed limits to be posted on speecd limit signs are to be determined by VDOT prior to acceptance. The spec -ed 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 cother regulatory signs or barricades shall be installed by the developer when, im the opinion of the Director of Engineering, or the Director's designee, thoey are deemed necessary in order to provide safe and convenient access 17. Use VDOT standaraf CD -1 or CO -2 underdrains under the subbase material at all cut ancd fill transitions and grade sag points. 18. The stream buffer('s) shown hereon shall be managed in accordance with the Water Protection 0rdinance of Albemarle County. APPROXIMATE MATERIAL QU2 ROAD & GENERAL NOTES RO-ADS 3" BM -25.0 70,576 SY 1. OWNER\DEVELOPER.° MARCH MOUNTAIN PROPER77ES L.L.C. EXIS77NG CULVERT BEIGHT 5 DEVELOPMENT CORPORA77ON DI -7 clo MR. GA YLON BEiGHTS CULVERT 800 E. JEFFERSON S7REET DROP INLET & S7RUC7 JRE NO. E El CHARLOT7FSVILLE, VIRGINIA 22902 TELEPHONE.• (434) 245-0100 ZL FAX: (434) 245-0300 CURB 2. ENGINEER: 77MMONS GROUP CURB & GUTTER 711 N. COURTHOUSE ROAD 48" CL 111 RCP RICHMOND VA 23236 TELE. (804} 379-6133 _ - . -_ _ PROPOSED PAVEMENT E-MAIL: Scott. Collins®Timmons.com 8" D.1. CON7ACT MR. SCOTT COLLINS EC -3A DITCH J. TAX MAP NO.: 05500-00-00-07100 77E TO FUTURE D. B. 2035, PG. 728 6" DEPTH OF EC -3A DITCH MARCH MOUNTAIN PROPERTIES LLC 172.77' LA7ERAL FROM M.H. 800 E. JEFFERSON STREET LA 7ERAL FORM S/L CHARLOTTESVILLE, VIRGINIA 22902 EC -2 DITCH 4. GP1N NO.: 421617910600 MH 9 TO MH 10 5. ZONING : R-6 RESIDENTIAL 6" DEPTH OF EC -2 DITCH 6. USE : MEDIUM -DENSITY RESIDENTIAL DEVELOPMENT N5038'10"E 7 ACREAGE (TOTAL): 51.9 +/- AC. ••-----•••-----� EARTH DITCH ROADS. • 110 AC. 163.00' LOTS.• 20.8 AC. DRIVEWAY CULVERT FUTURE DEVELOPMENT 4.4 AC. MH 7 TO MH 14 COMMON AREA: 15.7 AC. (30.37.) 149.87' RECREA 77ONAL AREA: 68,157 SF. (AREA INCLUDED IN COMMON AREA) BENCH MARK STRUCTURE SETBACKS & HEIGHTS: MH 15 TO MH 16 MINIMUM FRONT YARD DEPTH. 25' CLEARING LIMITS MINIMUM SIDE YARD. 10' N4537 35"E MINIMUM REAR YARD. 20' ss VDOT STANDARD STOP SIGN MAXIMUM STRUCTURE HEIGHT 35' 88.22' MINIMUM SIDE YARD SETBACK SHALL BE REDUCED FROM 15' 200EXIS77NG CONTOUR TO 10' IN ACCORDANCE WITH SECTION 4.11.3 (AMENDED 1-1-83) -®----, PROPOSED CONTOUR 8. NUMBER OF LOTS: 169 9. UTILITIES: SEWER. COUNTY SEWER - AVAILABLE ON THE S17E 20J.37' *WATER: COUNTY WATER - AVAILABLE ON THE SITE 240.55* PROPOSED SPOT ELEVATION WATER MODEL AND CALCULA77ONS PROVIDED WITH THE SUBMITTAL. TBC DENOTES TOP F OF CURB THE MODEL IS BASED ON FLOWS AND INFORMATION PROVIDED FROM ALBEMARLE COUNTY SERVICE AUTHORITY. O BOX TAB DENOTES TOP OF B l0 SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS) S565846"W 11. DRAINAGE DISTRICT LICK/NGHOLE DRAINAGE BASIN H 12. WATERSHED: S RI VANNA RESERVOIR - WATER SUPPLY PR07EC77ON AREA 13. DRAINAGE. THIS SITE CONTAINS AN AGRICULTURAL POND AND STORMWATER _ww EROSION QN�OL HANDBOOK SPECIRCA dN NUMBER TI�oL MANAGEhfENTABIO RETENTION AREAS THAT PROVIDE SOME DE7ENT70N BEFORE THE RUNOFF IS RELEASED INTO LICKiNGHOLE CREEK. E:1:2" t == STRAW BAIL BARRIER 3.04 (S? 14. TOPO & SURVEY- TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR G. V. "KIRK" HUGHES IN FEBRUARY OF 2001. DD DV �u�� TEMPORARY DIVERSION DIKE 3.09 15. CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF ALL UNDERGROUND U77LI77ES SHOWN O1W PLANS IN AREAS OF CONS7RUC770N PRIOR TO STAR77NG WORK. CONTACT ST TEMPORARY SEDIMENT TRAP 3.13 ENGINEER IMMEDIATELY IF LOCATION OR ELEVA77ON /S DIFFERENT FROM THAT SHOWN oo ON PLANS„ IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY SB SEDIMENT BASIN 3.14 NOT SHOWN ON THE PLANS IP INLET PR07EGT10N 3.07 * 77MMONS GRObJP SHALL NOT HAVE AUTHOR!TY OVER CON7RACTOR'S WORK, SAFETY PRECAUTIONS, SCHELULES, OR COMPLIANCE WITH LAWS AND REGULATIONS, WE SHALL SF ---- --- SILT FENCE 3.05 NOT ASSUME Ri'ESPOf SIB/UTY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. 7y 100 Cq Vo CE c CONSTRUCTION ENTRANCE 3.02 CD CHECK DAM 3.20 FD }�bib,TEMPORARY FILL DIVERSION 3.10 NOTES ---�- ®---�-- DIVERSION J.12 S .ROAD GRADIN PS PS PERMANENT SEEDING 3.32 1. THE LA TES iT ED177ON OF THE ROAD & BRIDGE SPECIF7CA TIONS, 774E ROAD & BRIDGE STANDARDS; OF THE VIRGINIA DEPAR7MENT OF 7RANSPORT4770N SPECIF7CA710NS SHALL GOVERN THIE MATERIAL AND CONS7RUCTION METHODS OF 7741S PROJECT. TO TO TOPSOiL/NG 3.30 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED /N THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. CIP CULVERT INLET PR07EC77ON 3.08 J. ALL GROW7rH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTTUCT SIGHT DISTANCES F AT ROAD IN1ERSEC77ONS SHALL BE REMOVED. 4. ALL VEGET477ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER U5 U77LITY STREAM CROSSING 3.25 PRiOR TO THE CONSTTUC7701V OF THE SUBGRADE. LU W ,CRAiNAGE DUST CONTROL 339 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAJNS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE UJ J. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET /N LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WIN TI -!E VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS nRA.t� 11' A TER aR � SEWER R ENP� OTHERWISE N07ED ON PLANS. M 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 77 -IE SA77SFAC77ON OF THE COND 1 T ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POiNT DEEMED AS NATURAL WATER COURSE. 1. WORK SHALL BE SUBJECT TO INSPEC77ON BY ALBEMARLE COUNTY PA VEMENT SERVICE AUTHORITY INSPECTORS INE CON77?A T R C 0 WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE A U TNORf 7Y 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBM/T7ED PRIOR TO THE PLACEMENT OFFICIALS AT THE START OF 774E WORK. OF THE AGGREGA 1E BASE MATERIAL /F THE SSV VALUES ARE LESS THAN 10, THE 2. THE LOCATION OF EXISTING UTlLI17ES ACROSS THE UNE OF THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS METHOD OF CORRECTION. AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE 2 SUBGRADE MUST BE APPROVED BY INE ENGINEER FOR GRADE, TEMPLATE AND CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL COMPAC170N BEFORE BASE IS PLACED. UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR N PRIOR TO PLACING AGGREGATE BASE. J. ALL MATERIALS AND CONST7?UC770N SHALL COMPLY W17N 4. THE REQUIREMENTS TO PUGMfLL AGGREGATE BASE WILL BE WAIVED /N THE EVENT THAT GENERAL WATER AND SEWER GONE TION SPECJFICA770NS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLA77ON OF THE ON JANUARY 15, 1998 AGGREGATE BASE. iN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 4: DATUM FOR ALL ELEVATIONS SHOWN IN NA 770NAL GEODETIC DAYS, 774E PUGMILL REQUIREMENT WILL APPLY.5. SURVEY, 774E USE OF AN AGGREGA TE SPREADER /S REQUIRED WHEN PLACING AGGREGA TE BASE. 5 THE CDNTT?ACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 6. BASE MUST BE APPROVED BY ENGINEER FOR DER N, TEMPLATE, AND COMPAC77ON "MISS UTILITY" (SEWER BEFORE SURFACE TREATMENT IS APPLIED. 501). 6. ALL WA IFR AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET PIPES Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 0.3 GAL./SQ. YD.).E OF COVER MEASURED FROM THTOP OF PIPE, OVER THE 8. BITUMINOUS SURFACE TO BE APPLIED /N ACCORDANCE WITH CURRENT VIRGINIA CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES, DEPARTMENT OF TRANSPORTATION SPECJFiCA770NS SERVICE LATERALS, AND WATER LINES, ETC. 9. ENCROACHMENT POS75, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUCTURE5 THAT DO 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE NOT ENHANCE A ROADWA Y'S CAPACITY OR 7RAFF/C SAFETY, SHALL NOT BE PERMITTED LOCATED OUTSIDE OF ROADSIDE DITCHES WITHIN 774E RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN ADEQUA TE RESTRAINT FOR 774E VALVE DURING A FUTURE THE S77?EETS RIGHT OF WA Y. EXTENSION OF THE LINE 9. WA TER PRESSURE MAY BE LESS 77 -IAN 40 PSI. PRI VA 7E BOOS7ER PUMPS MA Y BE REQUIRED. BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE; AMD LOCAL LAWS, ORDINANCES, RULES AND REGULA77ONS OF THE AU774OR177ES HAVING JURISDIC77ON AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE OBTAINED FROM THE, ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING 77-1E WORK. 2. ALL FEDERAL, STA 7E, AND LOCAL REGULA77ONS GOVERNING C0NS7RUC77ON SAFETY SHALL, BE ADHERED TO AND ANY VIOLATION OF SUCH REGULA77ONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3 PRECAU77ONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE Wi77-I/N TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF U77LITY LINES ADJACENT TO THE BLAS77NG AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4 PROPER NO77F7CA77QN SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5 BLASTING ON SA 7URDA YS, SUNDA YS, AND HOLiDA YS WILL BE PERMITTED ONL Y Wl77-1 SPECIAL WRITTEN PERMISSION' FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLAS77NU WILL BE UNDERTAKEN /N THE VICINITY OF AN EXIS77NG UTILITY, IT SHALL ONLY BE DONE WIN DiRECT "ONSITE" SUPERVISION OF THE AUTHOR17Y. ANY DAMAGE AS A RESULT OF BLAS77NG OPERA77ONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR ALBEMARLE _ COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBL.1C ROADS 1. Prior to any construction within any existing public right-of-way, including connection to any exl�gting road, a permit shall be obtained from the Virginia Deportment of Transpcortation (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 (296-586;1) 48 hours in advance of the start of construction. J. All materials and cronstruction methods shall conform to current specifications and starndords of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 CFR Pari 1926). 4. Erosion and siltatioin control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other consitruction. 5. Upon completion off fine grading and preparation of the roadbed subgrade, the contractor shall heave CBR tests performed on the subgrade soil. Three (3) copies of the testi results. sholi 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. A# slopes and disturbed areae are to be fertilized, seeded and mulched The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonable obtainable, lesser slopes of 4. 1 or better are to be achieved. 7. Surface drainage and pips; discharge must be retained within the public right-of-way or withim easemente prior to acceptance by VDOT. All drainable outfall easements are to be ; xt=:nded to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage pipe. 8. Guardrail locations are opprox%mate. Exact length, location and appropriate end treatments will be field dee-!n;ned at the time of construction. Additional guardrail may be requires.+ at locations not shown when, in the opinion of VDOT, the Directoro.Engineering, or the Director's designee, it is deemed necessary. Men guardr ail is required, it shall be installed four (4) feet offset from the edge of pvement to the face of guardrail, and roadway shoulder widths shall the increased to seven (7) feet. 9. Where urban cross . sections c:re installed, all residential driveway entrances shall conform to V007r CG -9(A, 7 or C). 10. Where rural cross ;sections are installed, a// residential driveway entrances shall conform to VD077- standard PE -1. 11. Paved, rip --rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, the Director of Engineering, or the Director's desi97nee, it is deemed necessary. 12. A minimum clear ozone of ten (10) feet from the edge of pavement shall be maintained on all rresidentia/ subdivision streets. Additional clear zone may be required depernding on the category of road design. 13. Compliance with tthe minimum pavement width, shoulder width and ditch sections, as shown on► the typical pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown bn the plans. Exceptions will not be allowed. 14. All required signs ((stop, street name, speed limit signs, etc.) are to be furnished and installedf by the developer prior to acceptance. Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering Ordinance sand Manual" and the Virginia Manual for Uniform Traffic Control Devices. The , locations of all signs are shown on the plans. The developer shall be resADonsible for maintenance of the signs until the roads have been accepted imto the state secondary road system. The speed limits to be posted on speecd limit signs are to be determined by VDOT prior to acceptance. The spec -ed 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 cother regulatory signs or barricades shall be installed by the developer when, im the opinion of the Director of Engineering, or the Director's designee, thoey are deemed necessary in order to provide safe and convenient access 17. Use VDOT standaraf CD -1 or CO -2 underdrains under the subbase material at all cut ancd fill transitions and grade sag points. 18. The stream buffer('s) shown hereon shall be managed in accordance with the Water Protection 0rdinance of Albemarle County. APPROXIMATE MATERIAL QU2 ROAD & QUAN7777ES AS SHOP IS RESPONSIBLE FOR DRAINAGE 1.5" ASPHALT SM -9.5A 93,145 SY 3" BM -25.0 70,576 SY 6" BASE STONE 21-B 93,145 SY CONCRETE 46,797 SY DI -7 9 EA 15" CL Ill RCP 3413 LF 18" CL 111 RCP 687 LF 24" CL Ill RCP 647 LF 30" CL Ill RCP 607 LF 36" CL 111 RCP 688 LF 48" CL 111 RCP 756 LF ES -1 9 EA VN ARE APPROXIMATE ONLY. CONTRACTOR MAKING HIS OWN TAKEOFF. DISTAWN M 113.04' EROSION CONTROL CONSTRUCTION ENTRANCE 1 EA SILT FENCE 2,841 LF INLET PR07EC77ON 53 EA CULVERT INLET PR07EC77ON 31 EA TEMP. SEDIMENT TRAP 887 CY ROCK CHECK DAMS 9 EA DUST CONTROL ALL SECTION DIVERSION DIKE 5,704 LF SEWER 95.40' 8" PVC 2,951 LF 8" D.1. 1,595 LF MANHOLE 265 V7= 77E TO FUTURE 2 EA SID MANHOLE FRAME 53 EA & COVER 172.77' LA7ERAL FROM M.H. 31 EA LA 7ERAL FORM S/L 138 EA SANITARY SEWER SCHEDULE iai& _MH PROP 32 TO MH i BEAKING N16 29 221E DISTAWN M 113.04' MH 1 TO MH 2 A'59 23'22"W 258.08' MH 2 TO MH 3 N28 4548"E 65.29' MH 3 TO MH 4 A148 51'05'E 84.71' MH 3 TO MH 5 N5835'28"W 51.70' MH 5 TO MH 61 N4173'38"W 246.30' MH 61 TO MH 62 N0320 37"E 95.40' MH 62 TO MH 63 N5504'06"E 239.82' MH 63 TO MH 64 N67 09'06 "E 87.82' MH 64 TO MH 65 N42'40'51 E 12=• 58' MH 1 TO MH 7 N25 29 29 "E 172.77' MH 7 TO MH 8 5632345 E 77.69' MH 8 TO MH 9 56700'48"E 206.38' MH 9 TO MH 10 N23'4248'E 185.98' MH 10 TO MH 11 N5038'10"E 152.64' MH 11 TO MH 12 N39 55'05"E 163.00' MH 12 TO MH 13 N39 55'05 E 210.50' MH 7 TO MH 14 N5828'19'W 149.87' MH 14 TO MH 15 N39 5237'W 54.86' MH 15 TO MH 16 N487137 E 214.63' MH 16 TO MH 17 N4537 35"E 96.14' MH 17 TO MH 18 1V393103"E 88.22' MH 9 TO MH 20 567'05'54"E 137.49' MH 12 TO MH 21 N500455"W 20J.37' MH 21 TO MH 22 N67'08'02 "W 167 73' MH 22 TO MH 23 S7949'24'W 36.26' MH 23 TO MH 24 S565846"W 34.83' IT. � 11 8" D.1. 5,282 LF 6" D.I. 872 LF COMPLETE FH. 13 EA METER BOX 169 EA SERVICE LINES 169 EA 77E TO EXIS77NG 2 EA 8" PLUG 5 EA 6" PLUG 1 EA 2" FLUSH/NG HYD. 6 EA 8" BEND 16 EA 6" BEND 4 EA 8" X 6" REDUCER 1 EA 8" GATE' VALVE 31 EA 6" GA 7E VALVE 3 EA 8" X 8" CROSS 4 EA 8" X 8" TEE 10 EA 8" X 6" TSE 2 EA 12" TAPPING SLEEVE & VALVE 2 EA SANITARY SEWER SCHEDULE fir/ 12 10 MH 25 ROP. 30 TO MH 28 BEARING DISTANCE S5256 40'E N00 07'12 E 140.17' 87.27' MH 28 TO MH 29 N6171 '14 "W 152.05' MH 29 TO MH 30 N3573'49"W 151.37' MH 30 TO MH 31 N46 08'23W 133.93' MH 31 TO MH 32 N38 08'05"E 177.37' MMN 32 TO MH 33 MH 3, TO MH 34 N3933'15'E N40 2524 E 291.89' 183.70' N06 41 36 "E 152.49' «3° 35 TO MH 36 N445$'40 E 29.58' MH 36 TO MH 37 N2471'07"E 122.00' MH 37 TO MH 38 N05 -18'33 -E 138.73'_ MH 38 TO MH 39 N3672'37"W 138.80' MH 39 TO MH 40 S86 2827"W 98.00' MH 40 TO MH 41 S58 28'13"W 53.58' MH 41 TO MH 42 S39 55'05'W 122.00' MH 35 TO MH 43 N50 04'55"W 279.27' MH 43 TO MH 44 N56 57 33"W 8J.51' MH 44 TO MH 45 N50'04'55"W 116.18 MH 33 TO MH 46 N524130"pY 136.10' MH 46 TO MH 47 N5372'15 "W 283.82' MH 33 TO MH 48 S5856'10 E 63.81' MH 48 TO MH 49 S78 52 25 E 73.58' MH 32 TO MH 50 N51 *5155"W 104.96 MH 50 TO MH 51 N7126 22 "W 340.06' MH 28 TO MH 52 N28'4846E 186.52 THE DIVISION OF 7HE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND IN ACCORDANCE AND WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND 7RUS7FES. ANY REFERENCE TO FUTURE P07EN77AL DEVELOPMENT /S TO BE DEEMED AS THEORETICAL ONLY. ALL STATEMENTS AFFIXED TO THiS PLAT ARE TRUE AND CORRECT TO 7HE BEST OF MY KNOWLEDGE. Cril,'/►�IX.7 AGENT C0j1fff0JWE.A.L77H OF VI.WZYVIA COUNTY OF AZ BFH.A: RL.E TO WIT: f, A NOTARY PUBLIC 1N AND FOR THE COUNTY OF ALBEMARLE; COMMONWEALTH OF VIRGINIA, DO HEREBY CER77FY THAT EVERGREEN LAND COMPANY WHOSE NAME IS SIGNED TO 7HE ST47EMENT OiF CONSENT TO DIVISION HAS ACKNOWLEDGED THE SAME BEFORE ME IN MY AND COMMONWEAL 7H AFFORESAID. GIVEN UNDER MY HAND THiS DAY OF _,_-__2003 NOTARY PUBLIC MY COMMISSION EXPIRES N . J35791 3 J �SrONAL 0 oQ Wo U) s' o 4� 75 o a� UJ Q �rA i-� z LL r-, Lij v ! L S 0 � 0 m U, o v X Z C x 0 U m� J 0� 0 L r W 3: < UJ LU Q Z L v o w O� --�U : V V) _J W <L ,- 3: w oCL� N U U > U � U U x� �E s_ U (D E > U U W .D V 0� �L V> Ma) JOB NO. o u �s 66360 ,Q SHEET NO. 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I L / ,, I ll�l I Q) I __ --B.'A.-- A-0,77- sr- -� - k5 I 1\ ��;_/ - )� i � I � . _Q I \ f 1', �. I � I v- . � I � � / , _� -� - - - � __� I I / - - - - - � 0- - - - o 1, � I ., Lt " . 0 7 D I ,� � Z I , , _ _ - � - . - . v , __ � . . .j a-- 1; 11 11 - - I .", F. - - L---------, . I , / .. , '' - .. SF - , / /I- - jl� �' / I (o � CA4 0.17 - 11 I I ,_ �' __� '_ -1 -74-1 - - - - - � , , , - , Q) N , I /, 5 - " . - -, , ��" � Q) ,,- . - :� . - - _; 07'All! - - - it � 1. . a) c: o % � � __ _�__ 1. I > 0 �/. I I Q :, 1� , , - � LIE�T 1 - . - R CA5 0.09 .� I 1, i � I � .1 - - -- ., _- . -_ -..- �- __ __ - �, i_:_:_� �� , . ", - . , %I � I // _F_ - 0 to I _�.� - -,. 0� - . 11 I - 11 i . �o � , � � .1 I 1 5 CA6 - __ 0.35 - . I 11 ., IL ''I co - 4-y - - - '50 - --- --I I ----__ , 11 V 4, I 1. -2-2 D I I I I , - -.Zlf-7 - - - - -. � - x I / , , - � . [ -----. , - , .1 , , I , - - - * - , I . - --- , It .1 � a) -0 0 I I - - 8�7 -SF - r `4 I I - - - , . 80. � . - ROPOSEZ In I .1 I I I 0 Q) , AL" - - / - I Q7 - _l, I � � ['-- _-� -� _-'rA. _- 3, , � - - ; l' >� CA7 I ., � - ", - \ , , , - , , � I - , - - , - I i , t / ,: I - - . ,� - - - , A I j , - - - . I / __ 3 � / L . " � ''I � I . I - - - . - - . / �� I 1. , - - " - CA8 . - - - - �� , I 1. � I j , I— �.i - 1. 0.10 VARLWD 77.q. - - - . � � - . - ,-, - - __,__ .,/ I �� I � I -c E I - , . � .. - I - ' - h., c roff 0 � . I I .. . I .m W r � ell 11 - . I � In - I I .1 . - 5 -SF- -"-'- - _- - I / , . I I - I I - 6 0 1 / I ; � , " - - - ' R 4, 41 7 - - .' I , " �, ,x , .1 ::5 CA9 U.77 . ` n ES�RT - , , , � - -,,,I,- -�L-A.__-._2-6l,AC � � �, - ( I � ir I I I � , ' . - - I � �_ - ,z q,� I � . ____,__._, - _,_�. I .. � I I I �- � , - CA 10 /. olv I I � 100' TR AM - " . 5TOP SIGN (_ SIGN - , , _---_, -c\4 I - f� I JaAb"xx � , - - -�_ � .1 I I 1 � 7 1_� .1 - I = '716, 1 1 * . I TER . - I I , - ALLEY- E- - •� , - I -<, , 1-111' I � co - � � brut AND I- f :1 � / 17+4 [ __ " - , . . ___l . . - I . 11 'I � a :3 5 CA 11 0.06 . : :: 11 0 -L . - � FCA I 0 :�,_.,� 1� ,�_V'i_qi_�Z�_, - � 1. 1. - D t - ,a )MMERFOR& N � � .�� ; " 0 - � I I GREEN WA Y . . I 11 ri ..;j I PROPOSED I . // / I . I , q) _a . , I I .1 , - - . I - � . I "I 11 I .1 11 i I : r) I I'll, RESERVATION ___611�' .._, - \ CONC. - �' , � " _ � , , I I � I I - D 11 I � I ! I �l � ; I � -I.- _,__�• , I 1 :3 � �, CA IJ 0.06 � I A /; 11 . ,� , 11 CA 14 0.09 AREA I I , , "I . � ,( .11 . __,_ ill , 11 7- - 1 11*6 RIBBON, ( 11 il I � , 1, > 9 - I � I L , / _,...'. 1. I \ I . I 11 � -0 D m - Z I �� I / 111i I i / ". �. .-:>,..,-,, �1)1 . , L � /""/ "\ ;5 Z . , , - 1� : , I - - �_ � - I � I , . -_ I I I � -_ �l / -_ I CA 15 1 , � - , C"ST t4ts 7 I . � _1 �� 11 � Q r. . , - , .� 1 'l .;,, .� . . - I -a � 1 k I I . � I ) � � I , STOP SIGN (�) � . .1� ____ , I - � 0.06 I - 1`1 I _e , _ i I , ; - *_ If - � , ,. I . .1 11 Q) I ; - _;,- I.. i . D CA21 0.07 1 , . - - - - _Lc__�_d_ I 9 - 11 \ :) � I / . .. 71-1 2g , , � � I - I I . L 1 .2 - - � I 'L , "I , _Q::z 3+48, 11 WELBOW I,,>- . , � r I I � I 1, I . �+ I � 11 11 0 Q> I I . �, I 11 , �, , �% I �l � - 0 > I � - " . - - VAD Wn _ I __ ,05 SUMMERFOR0 7 1 . I in q) D [ : . / / � � 3+16. � // � 925 RECREATIONAL AREA TA 1 1 0.23 CA IO 1 1.59 NOTE. COMMON AREAS INCLUDE RECREATIONAL AREAS. � I I M I I I I / I ,,,� �_ I -< ��, � I . 0 ' - 0) I � � - t JOB NO. - 10 II&O I ". I I) - , 5+01.60 HAMP :: // ; _,��<9 ; _0 I � . . C4 1 �', I I I/ Z - ; � , - � 7FAb DR. \ I 'a �, -.1 / zl 11: � S.D.SD ESM7. N � , , I U.- � � : -, , , I � . , / - � I I - i� 71-Ij -.., + / R I 1� \ q : / N ; >' � rl_7� 1, I ��. �� I � � I / , I � , � � *�-� I � / // / , - � , ., , , 0 "tt�_�, 7' � 11'." 11'rrvA. rr / 1 ,,l . � , " I / /� ;� . �9 , 5. A f , , �� "il I z � � , o 1 1".7 " �� '' �_� �_ , � � , , � . , I , , � . ,, . � -1 , ; . ' .�,�. . I.. . 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I TER . - I I , - ALLEY- E- - •� , - I -<, , 1-111' I � co - � � brut AND I- f :1 � / 17+4 [ __ " - , . . ___l . . - I . 11 'I � a :3 5 CA 11 0.06 . : :: 11 0 -L . - � FCA I 0 :�,_.,� 1� ,�_V'i_qi_�Z�_, - � 1. 1. - D t - ,a )MMERFOR& N � � .�� ; " 0 - � I I GREEN WA Y . . I 11 ri ..;j I PROPOSED I . // / I . I , q) _a . , I I .1 , - - . I - � . I "I 11 I .1 11 i I : r) I I'll, RESERVATION ___611�' .._, - \ CONC. - �' , � " _ � , , I I � I I - D 11 I � I ! I �l � ; I � -I.- _,__�• , I 1 :3 � �, CA IJ 0.06 � I A /; 11 . ,� , 11 CA 14 0.09 AREA I I , , "I . � ,( .11 . __,_ ill , 11 7- - 1 11*6 RIBBON, ( 11 il I � , 1, > 9 - I � I L , / _,...'. 1. I \ I . I 11 � -0 D m - Z I �� I / 111i I i / ". �. .-:>,..,-,, �1)1 . , L � /""/ "\ ;5 Z . , , - 1� : , I - - �_ � - I � I , . -_ I I I � -_ �l / -_ I CA 15 1 , � - , C"ST t4ts 7 I . � _1 �� 11 � Q r. . , - , .� 1 'l .;,, .� . . - I -a � 1 k I I . � I ) � � I , STOP SIGN (�) � . .1� ____ , I - � 0.06 I - 1`1 I _e , _ i I , ; - *_ If - � , ,. I . .1 11 Q) I ; - _;,- I.. i . D CA21 0.07 1 , . - - - - _Lc__�_d_ I 9 - 11 \ :) � I / . .. 71-1 2g , , � � I - I I . L 1 .2 - - � I 'L , "I , _Q::z 3+48, 11 WELBOW I,,>- . , � r I I � I 1, I . �+ I � 11 11 0 Q> I I . �, I 11 , �, , �% I �l � - 0 > I � - " . - - VAD Wn _ I __ ,05 SUMMERFOR0 7 1 . I in q) D [ : . / / � � 3+16. � // � 925 RECREATIONAL AREA TA 1 1 0.23 CA IO 1 1.59 NOTE. COMMON AREAS INCLUDE RECREATIONAL AREAS. � I I M I I I I / I ,,,� �_ I -< ��, � I . 0 ' - 0) I � � - t JOB NO. - 10 II&O I ". I I) - , 5+01.60 HAMP :: // ; _,��<9 ; _0 I � . . C4 1 �', I I I/ Z - ; � , - � 7FAb DR. \ I 'a �, -.1 / zl 11: � S.D.SD ESM7. N � , , I U.- � � : -, , , I � . , / - � I I - i� 71-Ij -.., + / R I 1� \ q : / N ; >' � rl_7� 1, I ��. �� I � � I / , I � , � � *�-� I � / // / , - � , ., , , 0 "tt�_�, 7' � 11'." 11'rrvA. rr / 1 ,,l . � , " I / /� ;� . �9 , 5. A f , , �� "il I z � � , o 1 1".7 " �� '' �_� �_ , � � , , � . , I , , � . ,, . � -1 , ; . ' .�,�. . I.. . I I 1\'. , - 11 i I � c U) 6 r - -,'- -1 5 TOP SIGN - I ., *.., .4 , I /�1,4 ) 11 � /m �,il . I I I � '' . I I 43 , 1 ,� " e " / " If" I // ;z, '�. . I., . ESTOP rps4j j ,� I SHEErNO. 0- _ . / I 9 " , . , LA'i'. %9' 1� - � I I , f " f. � > jl',.,(\ ; - . . * A L_ - Im N 1�z . - � I :�' :3 ;� ? , , " ' � �_ - :zt TCHUW ,I �, . .. If c- � ll�. � " - 11 I , � _'_ .. -,0- , . I � r 7. A - 3 405 5AP, � ,v- . . � (� "A 7Mll 1AIM" � , I I , . . .1 I I Q) . I . I . . . I - 1�' , I i - . I , --- , 11 - �mlml - - - - -X J � r I STOP SIGN _ f J=A .. "L_/%,..6v, A(, , - - . B.A., • 3„136 ,SF - , , • 1 i j STOP SIGN n • N' - • A • 39 F . ' f 1Ca STREAM r 116' +4143 ALLEY E - • . �, • ., CA 10 - • B: - • . ), 2, S . • - • •- gyp_ " / ' : h 11 BUFFER AND / .. --- '�--- 11 +50.1 fT`SUMMERFORD LN., o O GREENWAY 1 T '�~�'- g2Y . ` PROPOSED i �'' : ``3 '� O / / CONC. - l O ,, O ie i npp VV C 1.PR Sr�VA%lVr• (( it ? N 2S; X PRESER / - `�' 7- 11-f-00 RIBBON `'. Jr "" AREA cj O+ '• : • :� ,. <_ ,-, r, , . - ® _ I I7 L? I TOP SIGN o ` \ : ,�O >9.• , '\ p .. j� f /O p ---__• ^ I O I o _ _-___ o r� X --= '_-� = - O 13+ 8. II WELBOURNE LN. _1�%" A o C f -._ 4 O a Q //y T 7 , A;' z 1 I 4,J 13+16:05 SUMMERFORD LN. -7 > �a.:20. Ac'. i I 1 1 �. o - B 3p5 . 2 O W t VAI? IMDTH Q, \ - B.A: -.3 92 SF • '..: O F , ?, �:. O � A 4 - 0Q HAMPSTEAD' DR. I (/ 3 MT - S.D. ES A. _ 9' 4 0 -� 14+19.46 SUMMERFORD LN ry 1 J �.,� 8 r. O V 7' VAR. W/OlH 1 I., i _r l r B I ', o i TO "ao \I 11 v: o - _ : S P SIGN A ' _ _ _ .II . , d 7�a `. TOPSS/GNUT / / / !.. ;) �}7 . _ > moi% - _ . p _ r ter- �, m - . • : c:A: -:22--Acs T� -- � �'-..`�`..••�-• � '� �� ,�• ••\�4"" RECREATIONAL AREA Z UNE ; ; _ . "�p� � '��,.1. o \- / MATL^f/UNE '�t �11R / . U , _ _ e7 �T 2 .� 6s-- 0.3 EEr s�+ rA _ 2 1 Q �/' r' A' _ ••L.'A. .20 'A • r' 1 x 21' o 1 9 , 3 45 SF '. O B .A:•' 9 " B 3 . SF - C 10 � ; ' 25 e` r l O -O 1 ' PRC?P®S �%` d O / ---- TE: CQivlA9QIV AREAS l�IGLUI�E i 1 BRICK DECORAT{ oa GA, :27 'AC \ s • . 1 NQ E I WALL - � \ *h . o q� r I _. (f : B.A: 4896. SF'.'. i� , �\ \ \ 2 i S tJ , or T st RECRE A 77ONAL AREAS j %O g• 11 VAR\ , 17 A iYl - DTNV , 1 1� 0 _ i G� �% 4� - r r, l r' - cg- �' i S.D.LT 'D - \ • ESM . ,,'\ 1. : _.._ `8 • l .; _- 1 - c:A _dtq-,a� o `� ••116•. 1 STOP - ,... _ : B A. -3::796: SF : -_ -_in - = oo G.A.:22 AC / s�. c ua I ' i _ �0 125 \ SI < < u o l --- ''�"`- _ i ::A . 3,454 .Sf •'- / 1 _ rp VAR. WIDTH .' �'. r - :, t r .. - 2 = M Z 11 GN ,:L - �� Wz 0- C r V 01 I . r+ F + 7.96 SUMMERffiRD ,EN.- � M UL r. ! _"�, O L l' 8 . fl of D' \ _ - VA � TN's '� R 14?D 1 + .._-,.-, 23+54.41 ALLE` C'. O d 21' "�R �A cr _ w A co X i �fl C.7 N S D. ESM T. \ a / ` d 8'. _ is 1 �-.. z z `o.-�' � -�' �� F � sroP iso' s / v • - _ -----t-. •�, � • '• --GA: '.2a AC � Fj,,, /� _1- xa a Ca [-- , --- . -. , - o - ?� ' ('% �' \ �7 a ice- 6 o ce u- 7 F .. 8' F B A' 3 991 • SF ' o VAR. WID +Lr /.o 0 S :� rr 1 ""� f F _ /` S 't. aw ry - s D. ES �'�' +J 1-••i 1 - �9 O .� . aDNl1Q.��1INIU,S' TR�4 T C:> , G�1R�N 4 - �- z < a O . V- O i/1 Lo t • - LA. - - - :: - - : 'S' ��}A ?� - - - - - : - :::: '.: �. 1 +79.19 WEST ND - -- " 0 rn rJ {-. LA..,19-AG -_ +- B s E DR - o ( �s B ti. - 3 794 SF : o t' 19 t 4 ''` `-- ' • • '. Fk. *.� : : : - /O ! " I7+36.46 SUMMERFORD LN. P �%� - s L 1 `�t + �a o 5.76 -9 z _ _ __ .� . > 't t } 1 r 1 0 :� n. 12S' Lf ( 1 L A : ,24 AE O _ - I rn 13 o1-1 C) B.A: '.x-833 .SF �. l - t >. _ I - J STOP SJGN _ -AT �N 8. \' J - -_ / 'so, ;.. .dRF,4 \ '\ mss' : -°` �Y 2, : I - _L � L ., I I . I I . : : �, - � � 1 11 I� I 1 � I . I I , ; \ CA 16 / r?r ` - - STOP SiG `ti . _ �.. �'9 i It �% r\L \ ��' '_ : j.\ VAR. WD Th a 76 0 ! .�', S.D. ESMT. f ]/® Q ; ,-'I--- �o B,�i:'. 4,081 SF �, o ` I _h'` 0 11?' 1�h �I °t 11ES • ��ry 50 -_' : _ GA::1 AC - C.A::19-AC -, a1 - _ - CA1 : LSA," .19 AC 8:4:: 3,B97-Sf • , _ - F o _ ' ;F-=B.A:: -.3-769 _S _ _ - � 126, ', ` -A - -..782 S1c - = - : l :.: -_ 5' - 1 7C 4 -h p 4 - +� 3 _ ^ r ' , e 1z1= �j 81 72'��.a, - �� ." 1 �i �% Q _ X ': _� :_ j a o '' F. `y s `�-__ �, : , , __ . L L E� i I L - ` :� f av LA' 20'.AC ^ 3S, --h p t P, RC = B: A. '.4.,111:`SF'. rrs. '"� � - rq - , n L A:: tt3 AC °o �A a �f�> �:= _ :1e+ _ 26 1 o _ _e --369- s - o c 9 9 :A C +_ 8 O Jv O \ '. �l L:A- .13_.4C . �� • \ ,. x -= 7i :A: 1 B � SF-. �O o p 1 O `1 _ ` ; _ _ _ 124; ; �� - �.; _ �;, . _a ,_- ._ �n - _ ,. � 2O•f94, p � p z,j __ ,�_ _ ! 1 J o. t . 119 j. - - _.-_ /� _ _ q /_ I :1© - __�-- _ I L' Li••. •. 80 �,-�- `} h - dF- i C.4 .20 A.0 _ - - ,�• -A :.4 061. 5T` - - , 4 . f , " �,, i� � �••'•,'..•.•.-'.'c�ti�.'.•.-'.•.•,'•'.•. _ --_-BA_ , -- :• :-:h_ � :--_ - ?Sx � •__0 -- `: ... ._) � i _ - • - - • -_ - ..,_ _ . -_ --_B.A:_--3,:664. SF.: -- :' _� • _ - _.' _:.. O I 1._ �` 'B:A: 3.72,6 •SE' . q^? o �3` _ - h� -' - - _ _ '� l l "�`- __ �. :•• •• 3.: r I / to / / ---_ _ _ � _ - o 11 1 LIM�•yI TS OE, 1 113' '` -% : _ - �2-,.. _ _ _ : _ _ _ : ��, >3�- / ®dJ I �AITf - r _ _ ' ( F"L00® d-�ArIY t (n a -t"`".*-., _'�• - _ _ _ _ _.- i a _ _' h- __ d3 g ,q j / : j B.A. 713E -,. `•'. ,..• / , O� t5i - " / �- 1 �, , �, , • . '3 = a. a:- -3, 7.15 Sf'.. ro q OoA", s A F :: _° CA 18 f / , - _ r X - / 1 ; t ; ( B)A:. 4; 031 ', Sr 6�- - 4\\ r� - ... . o` _ .__ - � of ,3, . h0 ^O � °`' i-'�� ,r+ L t i✓ �� ~' '} X _ 7 __ _ __ - - f i. ,. _ _ E IV - -r _ t ?__ _. - / f �� . • 3, 713 X / 1 - �C i• / - , >r '� L:A:19 AG " - .tom► _ -!. �' r SPE D = :�° : ,= : B -A : 3, 429 -SF' ' �QY... • . S 59�- o - - - " ,; ,, _ 6 A.'. 8 V A.1. 7 +76 2 , BROOK V/E ~_ D. = 7 r l o T0P SIGN _ = _ _ `'� /I p 9 f 96.98 HADEIV LN. o® J7-' - a 1-1 t „ 11t+48 HAEJEN LN. ��° _1. �3, t a %^� ` �. Bsr4 j Rr ry ^ry / q ,,'` I1''` TO GN 4 '' - :_ ; T r , O �c A:. {� O P SI . 0 �► :: �s `{+t - _ /% =Lq _ 13 :4E ./ . ,h *; 1 E - L:A 1 A B.�4:^�.3 754- SF: ``O' O �III� - a ® / 88 : x - 1,3 - _:: 1jer �` . > , / ESMT. r7s i STOP lIGN'7 77- ��'\. - _.. • .4 /,>- - ^% : t - UMIT _ 1T ff?`� �o , VAR DTH 2. , r t 1 : - . - , ® S D. E T. Sl N ^`� q� : ry s h a �. :,. 0 + ti ; _ 7.e - roo �, . - Off'- _ - .-_ _ _ '.'. - •. � '.'. • • - •. '. 5 op \ 00 LA; A A I :S % ' ,. r 7� x B A.- 2. L - R Aa 1 AG ' 2,,594 ,, % 0 r, , : -B. A: 3316- SF - • - - / 2g O 3, ' 2 SF ! 0 ; - , _ <1r` + 1 JIRD LN: Op vl. ,0 2 � B �,�� '`�,�-'_ . _ . _'_� 1T' 21+ 30t HAMPSTEAD- DR.- :- g s7,3� :'•: , :'.'. ' STOP SIG 1cc�7 : •: ! / x :.. 4a STOP SIGN 6 ONE WAY° S/GN `� / 2, 594 ' ' t r (f ` 1 `9 a \�\� - g 77 \ PROPOSED 2 --ERICA 1 ,'` / 1+-_ _�ss;,�.__ - /� ice' 2) 7 _ 9 DE �;i, o- 1 _"�:-� \ , o � calla wALc -. a--- VAR. WTDTH ->3..- o r . ::':,__:::: �- - �___ .':: - : �, a moo. ESMr. o _- _1.2 o AC /: ----_ - - j :_ _ . _19 EN STOP _ro`LA:::23 AG "- -- X S' SIDEWALK 1 B A::.: 682: SF::., ;- - _ 8c' : :_ - : - SIGN / I LA .4T A� IT ` Z SIGN _ B.A: 3,599 _SF _ ,2 : '- -' - 4+4 . i i`HAD LN = 0 a 10 �, ESTOP SIGN co \ 29 h86. f0 ALL C a cb l 1 - �"��'- STOP- SIGN ' { 1 ops_ _ :. _ _ ::. - c;-s� _ j' : �- - :�_�: _: - /' %' d C'� r2 ` \ ` S.O. ESMT. ,r PROPIIS D . I ::. .- `Sx`�o _ - - - -r-- r' i ' l `�1.� 3' ��\ SPEED TOT i N* ...: L.A.- :22 C- - - -- 3 '1_? - '�'t ' `.- L�'a,, , \ -.� - �? _ _ G6� ? - . �`� _ _ :Q ,�f S,c \ UM1T LOT PROPCSE� 2 BRIO -.. B A"' 4,337; SF'-: - / s _ : - - - �. -' / - - ao DECORA VE WALL O, pSiGh _ -i I ° � - :: ao � l TA T , - -, a -� - --- --- _' _ - : �' l �' - - I :_ .. O L { z--- ✓ - - "- - - - _ Q ' _ - - _ - - 7 8 s X 1 •s s' - 2 _ e S r �? R3 -P10- 1i x \ r -8=- 0 - o 11rL B h 1; �o S' - A.:47 �4C - O .- ' e.A: 2s,i3-$'=_:- :: - sroP a v ,/' -_ -- - o .2 , _ .B.A. -_A742 SF- _ _ , Q � F tJ h _ _ - - '� ° + - D 1 __ _ \ 5' - Eyes : i _ . - GA' -:2T AC ::' .: ao t D£W T = _ BA. 4,826 _F _ . ; bh, .l.. ff 2 - _ -_ M S 6 9 Fs p - - - r s - - 6 06 33 HA i 11 J - - e - - - - - STOP: r •` - (_` ..� S/ -20+11.20 3 4wE s x ly - � SIGN :. gLlr . - _ - - - • -�, r3 17+92.49 ALLEY F _9 _ _ _ C o _ _ �- x� -� =-- - rn E STING I r --. , �'O�Ao1L' _ L7g : �� L ,I �o- - - = : ;� - - : o W/L ESM T ' `� .-- _--... t,d Gs „41&4 03 >\^ - `D i - - - 6 3'„A E Y E_ -• : - :.: -: -- - -_ _ - : - --' � �`` L 111)LA:- •:2a AG : _ `4 27 jj''� I 116' - - CA1 B.A:-:5,1329-SF `� d� 11+9 -- , '_- - - YF. --� �j/ r :. �` 4f j 92' t --- --- '� U 5 ESIE:IT; •.'110` ' • .,_ *0- 11 L Oo STOP SIGN _- - _ -- "` I rl { 1a �O 5TQP SIGN 153' c a 2+ _____l__ _ -� �- _ - 11 1 J - �11 00 --- "� - --- _ - 1 r o 17' CA2o I p I -- __ / s�o't4 53 w 11 I i j 1 28x.4 j I 6'.- • i + 17.71 ROOK +/lEW R0.= MOYER, JOANNE L G FAMILY f 9 F 97.00 ALLEY TRUST,• RICHARD t -% 14 MANCHESTER COURT , TAX MA 01 0 , IL 0560 -0 - - 30 I ZON/NG. R2 I P# 0 0 00 t f 27 230 ES IC IL 11 i rJ f ACR I ` 1 , / r l ,f l r -� t - CUR 1/E DESCRIPTIONS ��Y CURVE RAD/US LENGTH TANGENT CHORD DEL TA C3 497.00' 357.56' 186.91' 349.90' 4173'16" C4 303.00' 155.26' 79.37' 153.56' 29 21'30" C7 ) 648.00 448.72 233.78 t*40'J2" 439.81 ) „ 39 40 32 C8 152.00' 127.13 67.55' 123.46' > ,Y 47 55 21 C14 5153. 00 307.6 5 153.87 307.60' J25'75" C15 400.00' 85.90' 43.12' 85.73' 12'18'15" C76 5306.00' 290.46' 145.27' 290.43' 3 08'11 " C18 5000.00' 632.02' 316.43' 631.60' 7'14 33" C19 50.00' 52.65 29.06' 50.25' 60'19'48" C20 350.00' 113.40' 57.20' 112.91' 1833'52" C21 441.50' 209.98' 107.01' 208.00' 27'15'00" C22 500.00 l 258.39 , 132.15 J 255.52 , Y) 29'36 32 C23 125.00' 101.57' 53.78' 98.80' 4633'22" C24 500.00' 166.12' 83.83' 165.36' 1902'10" - ,... _ : B A. -3::796: SF : -_ -_in - = oo G.A.:22 AC / s�. c ua I ' i _ �0 125 \ SI < < u o l --- ''�"`- _ i ::A . 3,454 .Sf •'- / 1 _ rp VAR. WIDTH .' �'. r - :, t r .. - 2 = M Z 11 GN ,:L - �� Wz 0- C r V 01 I . r+ F + 7.96 SUMMERffiRD ,EN.- � M UL r. ! _"�, O L l' 8 . fl of D' \ _ - VA � TN's '� R 14?D 1 + .._-,.-, 23+54.41 ALLE` C'. O d 21' "�R �A cr _ w A co X i �fl C.7 N S D. ESM T. \ a / ` d 8'. _ is 1 �-.. z z `o.-�' � -�' �� F � sroP iso' s / v • - _ -----t-. •�, � • '• --GA: '.2a AC � Fj,,, /� _1- xa a Ca [-- , --- . -. , - o - ?� ' ('% �' \ �7 a ice- 6 o ce u- 7 F .. 8' F B A' 3 991 • SF ' o VAR. WID +Lr /.o 0 S :� rr 1 ""� f F _ /` S 't. aw ry - s D. ES �'�' +J 1-••i 1 - �9 O .� . aDNl1Q.��1INIU,S' TR�4 T C:> , G�1R�N 4 - �- z < a O . V- O i/1 Lo t • - LA. - - - :: - - : 'S' ��}A ?� - - - - - : - :::: '.: �. 1 +79.19 WEST ND - -- " 0 rn rJ {-. LA..,19-AG -_ +- B s E DR - o ( �s B ti. - 3 794 SF : o t' 19 t 4 ''` `-- ' • • '. Fk. *.� : : : - /O ! " I7+36.46 SUMMERFORD LN. P �%� - s L 1 `�t + �a o 5.76 -9 z _ _ __ .� . > 't t } 1 r 1 0 :� n. 12S' Lf ( 1 L A : ,24 AE O _ - I rn 13 o1-1 C) B.A: '.x-833 .SF �. l - t >. _ I - J STOP SJGN _ -AT �N 8. \' J - -_ / 'so, ;.. .dRF,4 \ '\ mss' : -°` �Y 2, : I - _L � L ., I I . I I . : : �, - � � 1 11 I� I 1 � I . I I , ; \ CA 16 / r?r ` - - STOP SiG `ti . _ �.. �'9 i It �% r\L \ ��' '_ : j.\ VAR. WD Th a 76 0 ! .�', S.D. ESMT. f ]/® Q ; ,-'I--- �o B,�i:'. 4,081 SF �, o ` I _h'` 0 11?' 1�h �I °t 11ES • ��ry 50 -_' : _ GA::1 AC - C.A::19-AC -, a1 - _ - CA1 : LSA," .19 AC 8:4:: 3,B97-Sf • , _ - F o _ ' ;F-=B.A:: -.3-769 _S _ _ - � 126, ', ` -A - -..782 S1c - = - : l :.: -_ 5' - 1 7C 4 -h p 4 - +� 3 _ ^ r ' , e 1z1= �j 81 72'��.a, - �� ." 1 �i �% Q _ X ': _� :_ j a o '' F. `y s `�-__ �, : , , __ . L L E� i I L - ` :� f av LA' 20'.AC ^ 3S, --h p t P, RC = B: A. '.4.,111:`SF'. rrs. '"� � - rq - , n L A:: tt3 AC °o �A a �f�> �:= _ :1e+ _ 26 1 o _ _e --369- s - o c 9 9 :A C +_ 8 O Jv O \ '. �l L:A- .13_.4C . �� • \ ,. x -= 7i :A: 1 B � SF-. �O o p 1 O `1 _ ` ; _ _ _ 124; ; �� - �.; _ �;, . _a ,_- ._ �n - _ ,. � 2O•f94, p � p z,j __ ,�_ _ ! 1 J o. t . 119 j. - - _.-_ /� _ _ q /_ I :1© - __�-- _ I L' Li••. •. 80 �,-�- `} h - dF- i C.4 .20 A.0 _ - - ,�• -A :.4 061. 5T` - - , 4 . f , " �,, i� � �••'•,'..•.•.-'.'c�ti�.'.•.-'.•.•,'•'.•. _ --_-BA_ , -- :• :-:h_ � :--_ - ?Sx � •__0 -- `: ... ._) � i _ - • - - • -_ - ..,_ _ . -_ --_B.A:_--3,:664. SF.: -- :' _� • _ - _.' _:.. O I 1._ �` 'B:A: 3.72,6 •SE' . q^? o �3` _ - h� -' - - _ _ '� l l "�`- __ �. :•• •• 3.: r I / to / / ---_ _ _ � _ - o 11 1 LIM�•yI TS OE, 1 113' '` -% : _ - �2-,.. _ _ _ : _ _ _ : ��, >3�- / ®dJ I �AITf - r _ _ ' ( F"L00® d-�ArIY t (n a -t"`".*-., _'�• - _ _ _ _ _.- i a _ _' h- __ d3 g ,q j / : j B.A. 713E -,. `•'. ,..• / , O� t5i - " / �- 1 �, , �, , • . '3 = a. a:- -3, 7.15 Sf'.. ro q OoA", s A F :: _° CA 18 f / , - _ r X - / 1 ; t ; ( B)A:. 4; 031 ', Sr 6�- - 4\\ r� - ... . o` _ .__ - � of ,3, . h0 ^O � °`' i-'�� ,r+ L t i✓ �� ~' '} X _ 7 __ _ __ - - f i. ,. _ _ E IV - -r _ t ?__ _. - / f �� . • 3, 713 X / 1 - �C i• / - , >r '� L:A:19 AG " - .tom► _ -!. �' r SPE D = :�° : ,= : B -A : 3, 429 -SF' ' �QY... • . S 59�- o - - - " ,; ,, _ 6 A.'. 8 V A.1. 7 +76 2 , BROOK V/E ~_ D. = 7 r l o T0P SIGN _ = _ _ `'� /I p 9 f 96.98 HADEIV LN. o® J7-' - a 1-1 t „ 11t+48 HAEJEN LN. ��° _1. �3, t a %^� ` �. Bsr4 j Rr ry ^ry / q ,,'` I1''` TO GN 4 '' - :_ ; T r , O �c A:. {� O P SI . 0 �► :: �s `{+t - _ /% =Lq _ 13 :4E ./ . ,h *; 1 E - L:A 1 A B.�4:^�.3 754- SF: ``O' O �III� - a ® / 88 : x - 1,3 - _:: 1jer �` . > , / ESMT. r7s i STOP lIGN'7 77- ��'\. - _.. • .4 /,>- - ^% : t - UMIT _ 1T ff?`� �o , VAR DTH 2. , r t 1 : - . - , ® S D. E T. Sl N ^`� q� : ry s h a �. :,. 0 + ti ; _ 7.e - roo �, . - Off'- _ - .-_ _ _ '.'. - •. � '.'. • • - •. '. 5 op \ 00 LA; A A I :S % ' ,. r 7� x B A.- 2. L - R Aa 1 AG ' 2,,594 ,, % 0 r, , : -B. A: 3316- SF - • - - / 2g O 3, ' 2 SF ! 0 ; - , _ <1r` + 1 JIRD LN: Op vl. ,0 2 � B �,�� '`�,�-'_ . _ . _'_� 1T' 21+ 30t HAMPSTEAD- DR.- :- g s7,3� :'•: , :'.'. ' STOP SIG 1cc�7 : •: ! / x :.. 4a STOP SIGN 6 ONE WAY° S/GN `� / 2, 594 ' ' t r (f ` 1 `9 a \�\� - g 77 \ PROPOSED 2 --ERICA 1 ,'` / 1+-_ _�ss;,�.__ - /� ice' 2) 7 _ 9 DE �;i, o- 1 _"�:-� \ , o � calla wALc -. a--- VAR. WTDTH ->3..- o r . ::':,__:::: �- - �___ .':: - : �, a moo. ESMr. o _- _1.2 o AC /: ----_ - - j :_ _ . _19 EN STOP _ro`LA:::23 AG "- -- X S' SIDEWALK 1 B A::.: 682: SF::., ;- - _ 8c' : :_ - : - SIGN / I LA .4T A� IT ` Z SIGN _ B.A: 3,599 _SF _ ,2 : '- -' - 4+4 . i i`HAD LN = 0 a 10 �, ESTOP SIGN co \ 29 h86. f0 ALL C a cb l 1 - �"��'- STOP- SIGN ' { 1 ops_ _ :. _ _ ::. - c;-s� _ j' : �- - :�_�: _: - /' %' d C'� r2 ` \ ` S.O. ESMT. ,r PROPIIS D . I ::. .- `Sx`�o _ - - - -r-- r' i ' l `�1.� 3' ��\ SPEED TOT i N* ...: L.A.- :22 C- - - -- 3 '1_? - '�'t ' `.- L�'a,, , \ -.� - �? _ _ G6� ? - . �`� _ _ :Q ,�f S,c \ UM1T LOT PROPCSE� 2 BRIO -.. B A"' 4,337; SF'-: - / s _ : - - - �. -' / - - ao DECORA VE WALL O, pSiGh _ -i I ° � - :: ao � l TA T , - -, a -� - --- --- _' _ - : �' l �' - - I :_ .. O L { z--- ✓ - - "- - - - _ Q ' _ - - _ - - 7 8 s X 1 •s s' - 2 _ e S r �? R3 -P10- 1i x \ r -8=- 0 - o 11rL B h 1; �o S' - A.:47 �4C - O .- ' e.A: 2s,i3-$'=_:- :: - sroP a v ,/' -_ -- - o .2 , _ .B.A. -_A742 SF- _ _ , Q � F tJ h _ _ - - '� ° + - D 1 __ _ \ 5' - Eyes : i _ . - GA' -:2T AC ::' .: ao t D£W T = _ BA. 4,826 _F _ . ; bh, .l.. ff 2 - _ -_ M S 6 9 Fs p - - - r s - - 6 06 33 HA i 11 J - - e - - - - - STOP: r •` - (_` ..� S/ -20+11.20 3 4wE s x ly - � SIGN :. gLlr . - _ - - - • -�, r3 17+92.49 ALLEY F _9 _ _ _ C o _ _ �- x� -� =-- - rn E STING I r --. , �'O�Ao1L' _ L7g : �� L ,I �o- - - = : ;� - - : o W/L ESM T ' `� .-- _--... t,d Gs „41&4 03 >\^ - `D i - - - 6 3'„A E Y E_ -• : - :.: -: -- - -_ _ - : - --' � �`` L 111)LA:- •:2a AG : _ `4 27 jj''� I 116' - - CA1 B.A:-:5,1329-SF `� d� 11+9 -- , '_- - - YF. --� �j/ r :. �` 4f j 92' t --- --- '� U 5 ESIE:IT; •.'110` ' • .,_ *0- 11 L Oo STOP SIGN _- - _ -- "` I rl { 1a �O 5TQP SIGN 153' c a 2+ _____l__ _ -� �- _ - 11 1 J - �11 00 --- "� - --- _ - 1 r o 17' CA2o I p I -- __ / s�o't4 53 w 11 I i j 1 28x.4 j I 6'.- • i + 17.71 ROOK +/lEW R0.= MOYER, JOANNE L G FAMILY f 9 F 97.00 ALLEY TRUST,• RICHARD t -% 14 MANCHESTER COURT , TAX MA 01 0 , IL 0560 -0 - - 30 I ZON/NG. R2 I P# 0 0 00 t f 27 230 ES IC IL 11 i rJ f ACR I ` 1 , / r l ,f l r -� t - ��Y P8R ,`_ 1 S COLLiNS ` >�791 ) � 34/091 o _ iii'�,�' "STONAL E N . Z .-. rnw rn c o IM O (D C > to E O�,r I -LN- Lu :u � � 3 C uj � t- Q 3 4) im auv0, H - ,... _ : B A. -3::796: SF : -_ -_in - = oo G.A.:22 AC / s�. c ua I ' i _ �0 125 \ SI < < u o l --- ''�"`- _ i ::A . 3,454 .Sf •'- / 1 _ rp VAR. WIDTH .' �'. r - :, t r .. - 2 = M Z 11 GN ,:L - �� Wz 0- C r V 01 I . r+ F + 7.96 SUMMERffiRD ,EN.- � M UL r. ! _"�, O L l' 8 . fl of D' \ _ - VA � TN's '� R 14?D 1 + .._-,.-, 23+54.41 ALLE` C'. O d 21' "�R �A cr _ w A co X i �fl C.7 N S D. ESM T. \ a / ` d 8'. _ is 1 �-.. z z `o.-�' � -�' �� F � sroP iso' s / v • - _ -----t-. •�, � • '• --GA: '.2a AC � Fj,,, /� _1- xa a Ca [-- , --- . -. , - o - ?� ' ('% �' \ �7 a ice- 6 o ce u- 7 F .. 8' F B A' 3 991 • SF ' o VAR. WID +Lr /.o 0 S :� rr 1 ""� f F _ /` S 't. aw ry - s D. ES �'�' +J 1-••i 1 - �9 O .� . aDNl1Q.��1INIU,S' TR�4 T C:> , G�1R�N 4 - �- z < a O . V- O i/1 Lo t • - LA. - - - :: - - : 'S' ��}A ?� - - - - - : - :::: '.: �. 1 +79.19 WEST ND - -- " 0 rn rJ {-. LA..,19-AG -_ +- B s E DR - o ( �s B ti. - 3 794 SF : o t' 19 t 4 ''` `-- ' • • '. Fk. *.� : : : - /O ! " I7+36.46 SUMMERFORD LN. P �%� - s L 1 `�t + �a o 5.76 -9 z _ _ __ .� . > 't t } 1 r 1 0 :� n. 12S' Lf ( 1 L A : ,24 AE O _ - I rn 13 o1-1 C) B.A: '.x-833 .SF �. l - t >. _ I - J STOP SJGN _ -AT �N 8. \' J - -_ / 'so, ;.. .dRF,4 \ '\ mss' : -°` �Y 2, : I - _L � L ., I I . I I . : : �, - � � 1 11 I� I 1 � I . I I , ; \ CA 16 / r?r ` - - STOP SiG `ti . _ �.. �'9 i It �% r\L \ ��' '_ : j.\ VAR. WD Th a 76 0 ! .�', S.D. ESMT. f ]/® Q ; ,-'I--- �o B,�i:'. 4,081 SF �, o ` I _h'` 0 11?' 1�h �I °t 11ES • ��ry 50 -_' : _ GA::1 AC - C.A::19-AC -, a1 - _ - CA1 : LSA," .19 AC 8:4:: 3,B97-Sf • , _ - F o _ ' ;F-=B.A:: -.3-769 _S _ _ - � 126, ', ` -A - -..782 S1c - = - : l :.: -_ 5' - 1 7C 4 -h p 4 - +� 3 _ ^ r ' , e 1z1= �j 81 72'��.a, - �� ." 1 �i �% Q _ X ': _� :_ j a o '' F. `y s `�-__ �, : , , __ . L L E� i I L - ` :� f av LA' 20'.AC ^ 3S, --h p t P, RC = B: A. '.4.,111:`SF'. rrs. '"� � - rq - , n L A:: tt3 AC °o �A a �f�> �:= _ :1e+ _ 26 1 o _ _e --369- s - o c 9 9 :A C +_ 8 O Jv O \ '. �l L:A- .13_.4C . �� • \ ,. x -= 7i :A: 1 B � SF-. �O o p 1 O `1 _ ` ; _ _ _ 124; ; �� - �.; _ �;, . _a ,_- ._ �n - _ ,. � 2O•f94, p � p z,j __ ,�_ _ ! 1 J o. t . 119 j. - - _.-_ /� _ _ q /_ I :1© - __�-- _ I L' Li••. •. 80 �,-�- `} h - dF- i C.4 .20 A.0 _ - - ,�• -A :.4 061. 5T` - - , 4 . f , " �,, i� � �••'•,'..•.•.-'.'c�ti�.'.•.-'.•.•,'•'.•. _ --_-BA_ , -- :• :-:h_ � :--_ - ?Sx � •__0 -- `: ... ._) � i _ - • - - • -_ - ..,_ _ . -_ --_B.A:_--3,:664. SF.: -- :' _� • _ - _.' _:.. O I 1._ �` 'B:A: 3.72,6 •SE' . q^? o �3` _ - h� -' - - _ _ '� l l "�`- __ �. :•• •• 3.: r I / to / / ---_ _ _ � _ - o 11 1 LIM�•yI TS OE, 1 113' '` -% : _ - �2-,.. _ _ _ : _ _ _ : ��, >3�- / ®dJ I �AITf - r _ _ ' ( F"L00® d-�ArIY t (n a -t"`".*-., _'�• - _ _ _ _ _.- i a _ _' h- __ d3 g ,q j / : j B.A. 713E -,. `•'. ,..• / , O� t5i - " / �- 1 �, , �, , • . '3 = a. a:- -3, 7.15 Sf'.. ro q OoA", s A F :: _° CA 18 f / , - _ r X - / 1 ; t ; ( B)A:. 4; 031 ', Sr 6�- - 4\\ r� - ... . o` _ .__ - � of ,3, . h0 ^O � °`' i-'�� ,r+ L t i✓ �� ~' '} X _ 7 __ _ __ - - f i. ,. _ _ E IV - -r _ t ?__ _. - / f �� . • 3, 713 X / 1 - �C i• / - , >r '� L:A:19 AG " - .tom► _ -!. �' r SPE D = :�° : ,= : B -A : 3, 429 -SF' ' �QY... • . S 59�- o - - - " ,; ,, _ 6 A.'. 8 V A.1. 7 +76 2 , BROOK V/E ~_ D. = 7 r l o T0P SIGN _ = _ _ `'� /I p 9 f 96.98 HADEIV LN. o® J7-' - a 1-1 t „ 11t+48 HAEJEN LN. ��° _1. �3, t a %^� ` �. Bsr4 j Rr ry ^ry / q ,,'` I1''` TO GN 4 '' - :_ ; T r , O �c A:. {� O P SI . 0 �► :: �s `{+t - _ /% =Lq _ 13 :4E ./ . ,h *; 1 E - L:A 1 A B.�4:^�.3 754- SF: ``O' O �III� - a ® / 88 : x - 1,3 - _:: 1jer �` . > , / ESMT. r7s i STOP lIGN'7 77- ��'\. - _.. • .4 /,>- - ^% : t - UMIT _ 1T ff?`� �o , VAR DTH 2. , r t 1 : - . - , ® S D. E T. Sl N ^`� q� : ry s h a �. :,. 0 + ti ; _ 7.e - roo �, . - Off'- _ - .-_ _ _ '.'. - •. � '.'. • • - •. '. 5 op \ 00 LA; A A I :S % ' ,. r 7� x B A.- 2. L - R Aa 1 AG ' 2,,594 ,, % 0 r, , : -B. A: 3316- SF - • - - / 2g O 3, ' 2 SF ! 0 ; - , _ <1r` + 1 JIRD LN: Op vl. ,0 2 � B �,�� '`�,�-'_ . _ . _'_� 1T' 21+ 30t HAMPSTEAD- DR.- :- g s7,3� :'•: , :'.'. ' STOP SIG 1cc�7 : •: ! / x :.. 4a STOP SIGN 6 ONE WAY° S/GN `� / 2, 594 ' ' t r (f ` 1 `9 a \�\� - g 77 \ PROPOSED 2 --ERICA 1 ,'` / 1+-_ _�ss;,�.__ - /� ice' 2) 7 _ 9 DE �;i, o- 1 _"�:-� \ , o � calla wALc -. a--- VAR. WTDTH ->3..- o r . ::':,__:::: �- - �___ .':: - : �, a moo. ESMr. o _- _1.2 o AC /: ----_ - - j :_ _ . _19 EN STOP _ro`LA:::23 AG "- -- X S' SIDEWALK 1 B A::.: 682: SF::., ;- - _ 8c' : :_ - : - SIGN / I LA .4T A� IT ` Z SIGN _ B.A: 3,599 _SF _ ,2 : '- -' - 4+4 . i i`HAD LN = 0 a 10 �, ESTOP SIGN co \ 29 h86. f0 ALL C a cb l 1 - �"��'- STOP- SIGN ' { 1 ops_ _ :. _ _ ::. - c;-s� _ j' : �- - :�_�: _: - /' %' d C'� r2 ` \ ` S.O. ESMT. ,r PROPIIS D . I ::. .- `Sx`�o _ - - - -r-- r' i ' l `�1.� 3' ��\ SPEED TOT i N* ...: L.A.- :22 C- - - -- 3 '1_? - '�'t ' `.- L�'a,, , \ -.� - �? _ _ G6� ? - . �`� _ _ :Q ,�f S,c \ UM1T LOT PROPCSE� 2 BRIO -.. B A"' 4,337; SF'-: - / s _ : - - - �. -' / - - ao DECORA VE WALL O, pSiGh _ -i I ° � - :: ao � l TA T , - -, a -� - --- --- _' _ - : �' l �' - - I :_ .. O L { z--- ✓ - - "- - - - _ Q ' _ - - _ - - 7 8 s X 1 •s s' - 2 _ e S r �? R3 -P10- 1i x \ r -8=- 0 - o 11rL B h 1; �o S' - A.:47 �4C - O .- ' e.A: 2s,i3-$'=_:- :: - sroP a v ,/' -_ -- - o .2 , _ .B.A. -_A742 SF- _ _ , Q � F tJ h _ _ - - '� ° + - D 1 __ _ \ 5' - Eyes : i _ . - GA' -:2T AC ::' .: ao t D£W T = _ BA. 4,826 _F _ . ; bh, .l.. ff 2 - _ -_ M S 6 9 Fs p - - - r s - - 6 06 33 HA i 11 J - - e - - - - - STOP: r •` - (_` ..� S/ -20+11.20 3 4wE s x ly - � SIGN :. gLlr . - _ - - - • -�, r3 17+92.49 ALLEY F _9 _ _ _ C o _ _ �- x� -� =-- - rn E STING I r --. , �'O�Ao1L' _ L7g : �� L ,I �o- - - = : ;� - - : o W/L ESM T ' `� .-- _--... t,d Gs „41&4 03 >\^ - `D i - - - 6 3'„A E Y E_ -• : - :.: -: -- - -_ _ - : - --' � �`` L 111)LA:- •:2a AG : _ `4 27 jj''� I 116' - - CA1 B.A:-:5,1329-SF `� d� 11+9 -- , '_- - - YF. --� �j/ r :. �` 4f j 92' t --- --- '� U 5 ESIE:IT; •.'110` ' • .,_ *0- 11 L Oo STOP SIGN _- - _ -- "` I rl { 1a �O 5TQP SIGN 153' c a 2+ _____l__ _ -� �- _ - 11 1 J - �11 00 --- "� - --- _ - 1 r o 17' CA2o I p I -- __ / s�o't4 53 w 11 I i j 1 28x.4 j I 6'.- • i + 17.71 ROOK +/lEW R0.= MOYER, JOANNE L G FAMILY f 9 F 97.00 ALLEY TRUST,• RICHARD t -% 14 MANCHESTER COURT , TAX MA 01 0 , IL 0560 -0 - - 30 I ZON/NG. R2 I P# 0 0 00 t f 27 230 ES IC IL 11 i rJ f ACR I ` 1 , / r l ,f l r -� t - v \'9 STA3+93.40, 3911502.62 12 1 J91140738 + 11421M.9.5 -- A, .00 NL7 1142132Z 16 R. COLUNS Z . ...... 20 U77LITY T woo P,4 -RT OT Na. 35791 00 DEVEZOPffEXT' cd •7/ f 66x 8- 8n--- (-1.9•9 1.,4 C 20DRAINAGE EA SEA447N T �NNAL E 5 H YD al vi 0) a �MAG E 1pzu U /-_,\ENERGY DISSIPqO EASEMENT \ 0 uD E SS 1 EC -1• LOP STA 39 '63&�4 ui PROPOSED SAN AS SHOWN 0 0. 39'� �L P un 421529. -TER R 11 PR F6SEb 3,91 921.0,9 DEPTH W/ FIL FL 3: SEWER UNDER 2' D 12 H % SANITARY -6 mal FABRIC,, UNDER EN LI"GHOLE cREEK.. �E ��\- ZQ ¢ 3 SANIT VDGT� CONSTRUCTION P� 2 VAR. WIDTH �5 r C< .4 Lu -r-: m UTILITY STA 10 64'J911666.27 10.00 M N 11421591.83, 17 511 f, a- u;e cP A SF"M, T 8"X8. -CROSS 'o 3-8 z 0 00 z 8" 90' BENp 0 8" G� V 0 F o a� LL - ST 0 W Cy L IMI TS OF A 11+79. 73 391175Z 12 100 YEAR 6A FLOOD PLAY •11421675. m ui io % :3 M C u A0 COMPLE7E FIRE HYD. A SSEWBL Y uj 3 M ce om • C --F 2 - L. �H YDI 5 39111IJ7 .9 PL 7tU 74ZIOU.Z., ;11282. 9ff O 6. 1 ' '• I I .. % " %'. d ' ' . I * . ' ' ' . /` I I 1 0 11-J.0 ' no 42-1,6., 76'' X VAR,! WD7H REP 0 U71LITY ...... ........ C ASSk 9-72 Lu > EA SEMEN T 71� 4� (9-2 uj l� 1 , ,,.-~;.,y � - // c . $T. )0+ J.47.- 911 - = %%:•--•- )?� �`�--•_.•-----•---...\9-,3 _� ---' -9 > 4 sEAdEN T Cie DATE .......42 76+00 18 u ...... 311104 -------------- 75+00 20' UTILITY EA SEMEN T 114 79 73� �74+00 --r- DRAWN BY ,STA 9�4Z�66 Q) PROP( 2, 1724. -8 10 &COPELAND SEWER 9, 15 Q DESIGNED BY _, • B. COPELAND N, 29• T Ful URT -71 71 op 77 CHECKED BY EXIS77NG -POS.:11421798 '�OPOSE�0 Jg 1005"31 -------------- 7S.COLtJNS CEMETERY TER Y SEVIER SCALE 0 U-R41TY EASE IN T %225 lit 501 6v- J4 1.,x.86 b' _ _ - ��•' ` , t7-•:-- }s GRAPHIC SCALE 50 0 25 50 100 20( 0 STAB, +8 - 09 3' -ql colm, '-,t NY7. D. IN FEETEN "INN A ZPl!V-VL '7 7 1 inch 50 ft. Elf �5 71,90 T N 20 DRAi� D A SEMEN Tw I -J, ENT I IPTOR 0 -1 RIPRAP C I EC AS SHOWN 10 0.0% SLOPE Y q) 20' U77LITY EASEMENT 21 bEP* W/ FILTER uj < 41 3 FAB�IC UNDERUYMEN ut 2 FL. 41 PLUG I K' �,'.-BENPJ-, -J, VDT STD. �S-1SE - a40 - WIL > 6 "X8 lE `a0 20 DRAINAGE G.V. z f A/ 4 1�12\ 0 Z PRE H 7 1 IQ qk%k-� - 40," A SEMS Yu IR, n uj D 0 0- FIRE HYD uj N -14- A SSEMBL Y STA 15+04.03 391164 t1 4 < 114''2 qo, 1 %7 -11217.39rs 0 0 N) S TA �7� SP �2�+ 97; Z 0 4 10 o 11 22,946 L 114221J2.92 L jj�. 9.2 IE �11 422 G. 0 88 2 WIL •93 PRO) 26 3,97 0530, 73., 0 u 1.94 11,25* BEA 0 < 20 TlLJ 41 Q) uj LEAS;EMENT 30 20 DRAINAGE S TA 12+ 653. 00 3911314.20 EA SEMEN T 14.501 R 11 41 1144250. r. ............ •7n •i z iz T J COMPLE7Ex Ai - FIRE HYD. E Sl•' -20' DRAINAGE ASSEMBLY 'f -V [H'' AP R 7 6! EA,5EMENT f tioE 8 OX8t42 5.52TEE 2-8" G. V o Z 8AF WAL CLASS I EC -1' RI RAP: 20' U 77LI $0 AS SHOWN 0 0 SLOPE ENERGY DISSIPAI C T 25 EASEMENT 2' DEPTH. W/ R T o FABRIC UNDEFLA NT 210\_ 1 26' DRAMAGE VDOT STP. E�S-1 EASEMENT JOB NO. TA 11-L AT I e) , \ 66360 60066 En 6 0 SHEET ND, Q) Q. 11 4.22191,02 6 OF L ii•31 PROPOS�7D 39 1042J. 10 0 S E EWER MATCHUNE Sa* SVa7 7 17N \, 4 \9 2-8» G. I/ I o / . I`' ' O� I2 1 \ � . ! L I i � I ENERGY DiSSi A OR 0+ / 11`' -J / CLASS I EC -1 r RlIRAP' ;�0 20 8» W/L / / / hX AS SHOVdN O'0 SLOPE 25 20 a /00 ;41 /'..."'., (j / + 20' DRAINAGE AS MnN 2' DEPTH V 'I TER 25 ZI E E E T f I°ABRIC UND LA ENT EIS EASEMENT X97.. , . 4(� & VDOT'S 1 . jj(r Y 44 ` �/) 13, �OJ1W1iU ° 2 i 20 120 /'V�' 10. 35791 TA 1 A `� ' : 11+43.19 ,`�'':. 3911600.66 eo 20 8x8 TEE /13 N -11 r/ 42. "off I'' 1 a2 j 2490./ / '. sa V.` o 8 � `' 1 ,,. I' i 0 3.1 t1 D-Tf ^/ -CJr'OS D VAR. .Wl I S t 1: _ z t 1 _,2i9i9P.D NA 4� 1 G - E '7:•- S0 R1NAE S /' Al TCfiI 6 ;j t . 98 " ,� u ATCH N E SEE Stl 0 T EET 6 A f f` 2 5 8:4.1 ' 35 74 4. 3 VA Wl /� R: 5. D 2 9 kf _ ' R• 1 4 / 0. .3 7� 22 , %- , �J' �Qo 31 A/NAGE ESM . l 20 UT/LITY v - z +� t o EASEMENT ,-+ CT C r C7 CD 0 �s� o `Ci• ' 4 d Cn O i_ r ' I 11 , - ''' �-� >; , sr �� r. , _ , . � - ; j " � jI : ,/, �1 3 1.14 22.3 1 �i �a %''.. 2 ' FL. M YD %li � 3 '.0 1� COMP „ FIRE HYD. / 8 PLUG >~ 3 V 11 I A M8 Y Q tt 3 Gi 1 SSE L U"' 1 tT �• '. ••11:1'1,.•••.. -.., '14 t r` - i, , . I L' 4 - ""'"1;1':11; , ' v t;r � f s L1.0 10 . 4j z " - I � � � ; � " i L _ �'`� 3 00 8»X8 TEE � o __.,-- '.:'-_ •'//y�` - > w n G.V. [J ' I , 8x8. ',CR SS x ¢ O n , ,� kV ,:i � ;»' z w : '. cT X8� CROSS 3-8. G.. u, - - t r° ` � T , `, a �- r I --,, sl f r, / 1 1 I 0 , 1 i t 1 . � �- 1\l &- t V' --g - o co I j I Q �'\ / V Z nn \�. Z r O '� .-: -:�:•' ^c7-:'_'.•:----..-.� - :�'�-::t�r.r�-LL.�.Li �-r� r�T �-7- p ,f,--r�7�r L �i ��1 1 V �(J �� 5 t 6 rt C 1 " ��_ a r IL V ivt $ +o P�1'fi L7r� F'UTll�i'�' o. 0 A o o V ,��-.- -. W D•TH -. 5 v a� ``/ I i , �, 0 2--11. 5' 2 BEN DS o x n o l z , : .1 U EStif T \ �`. L - -- - o to . \-_ , `""""'---1111. ,, �-i' cn �n c.) ( \• 1 _ul . , ® ti L Lu ;� ,, _ - , I J r t ) L I �, _ o �, o �11- -- _r r C :\-: l '79== z � O. i : : " 20 UTiLI TY c� o 0 y -t i I f F -- - - i 1111 L , 4 : : :'..:',--•', _ :' - :' .'.. `�, :. '.. `'^ - F/RE. HYD. .'A ( �. - EASEMENT IC -- ,-4 _j �' T 50- AG . o� SSEMB Y •,-, » g bl i _ p -, �. . -. -. -.- "•: -_ •,-. ', -- •-.:'. -, -- • .. � . - . -. -, . - -; • -1111.. -• ... .'. -. - .. >QO-:=-�--=- =.��,-;�-•'.�- ' • • -• � - = - ' - 1111 � , ..: ::,. . , ® ---- =-_a TA: 4+6 .6D 3917231; 9 , . -. -- :: ' : ' 47 4 ,' 1I ' - L.' 4 63 . 45 1. / , -•••-'-`-•-"-•--•--'-- 1111 -- --. � -��•-� - 31. 11422731.57 STA 19 00 L6 `�5 3911569 20 �? T , 1111 , ''. . , 4 IV 50 -=_� '` ;�x. 11-1111 ,�ll ��, "', / "I I - - (� _ .., 9D \ a- 1, La - _. \. t Q, ! \ , `. �-�-j ? - • .� COMPLETE -_,_-- .. -. -. -. �'�, .- 1111 -.-==,�•`-:•:= r _ FIRE HYD. 80 . _ i h I I (� "� I /, :\ / _ w. " �' : - - �r -_: •-. -_ • .: -- ' - - - --= -- -- - - -' : ' - I ^� ,'\ ; ` ASSEMBLY-' `� ~`�-_ � :.' :' >, - - :1�8'.-•--'. -_' •-'--. 1.111. _ _ .. ;•...-,-.-_1111•- ::0 50 /��\ 4w .., G. v. �- ._. 1111, 1111 . - »r. 11 i or 8.''x6 REDUCER h , - - -- - - - .,. 1111,_ - .. _,.. . 111.1. \�:�---'--' ,�.-_ . _ 11J • .----_--1111 .-:--_- ENERGY DISSIPATOR ` r 1111 .,. , 1111 _'__ - , - /PRA I • ' ^ - . , , . ,_ - : 'J _-., _� _/ �•. 61 20 DRA/NAGE CLASS I EC --1 R R o , SEND w AS SHOWN 0.°� SLP : :. :' •:_' : : : :' •:,=. _.,-..-••.- �6-,--:'.,':.' E M T ¢ - h - E �._'- . „� - ; - -, - • -• : - .. :: - . -- ; ; . , 8 .X TEE �"� '� EN 7H N/ FILTER 2 DEP / . `' - j' ».- 1 % 611 z 8 W L'1 -. 19 �, FABRIC UNDERLAYMENT : _ .:1-� l \ f. x - - - : - :' : 609 ® `r o � , , 1-4 & 1/DOT STT?. ES 1 70 - , . - i :•_, 1 .-:.,_-1.::111:--•,-.'_ : -_. %' s` � •-'--'- '- -- - .. --• ••' l ___ •..'._�-•_�_. - 'SFA'+2.78' -381144x4=':-.�% 9 , `- � � /, { ,,; .-..:•.-_,-�_:-••'.- 1�111,// DATE 1 F 4 - • - •• : _, ,. •- ' •- � , •• •• '„ " � . . 4 � - s ii. 6JA 7 L I i Q - - :.. '. '.. - : , N , .. 1,42 82� 6'h , t / .. '`' -, 50 22 5 B D L : --111:1,.--•_•:. 1 �.,•.- /� :6 STA 19 :4,548 - ,; 3911 20.60 ' {%� 3/1/0 STA2 84 139 0� �'. _ O� LIMITS DF 114 60 100 YEAR "� o.100,E . t422 9.54 :- : - • ._:. _:- ..,__ :13; DRAWN BY / -� \ �� h4 / :' ' : FLOOD PL IN TA 19+'?x.79 0614. :.' : - - ' ' , - -'. 60 .. _ -1111-.•._ •-. -- - '._.:•. •�s� -.. f -:-.•`.:'=-•'•-'•'.•------'--- 1 ,� B7 8 „• -4 - _- -• I :.., _ STA2 393 44. / 29 3 R - 1 X 4 - 2 l - • . - - - - oly . 43 $ 18 E23. . I ' T RD ., - G : .::: :.' • - : x r -- - . , `. O :'. :'. , }1422890. SiD1 ¢j. ' 91614 P 22966.7 DESIGNED BY • � -, 4 , - >6'O- ,, - , X y . - - . • �\ '. _ 0 eJ •• --' 1 ^ - ..• .- ; • 1111. +�' M 1111 - . / A A, ' . ,_ -. 20' DRAINAG 6 C 4 ..'-I I is `�, - ,�'' ` x . _ 551 / EASEMENT �/ 60 2„ FL. HYD ....:..... 351 OQ r� -_ �V 7-1Z BY /n� - • /► PLUG ^��1 .. 111.1 - . - - ., -1111. •- �+IP-- � • _ �`'�_ a ; �- : _ : : ST 27+48 5 39 06 .10 �' 1 \ \ 0 0 _ :.r - '' , _ _ . .. a , 4 `5 131'. 3 t- ,.:-._,'--.. - ;- � ,.. 3. 0.L- 1142 8 9.7 ll .'- ••.-'- !_ 4 20 . 1.T . , - . - --. _ - �- - T x 90 391 r64 ,. .. _ .- ... .. , .. _ - : ' - ".� •1111 __ - - � '1"-'11'-1`---_` � ,` :r._. f69: 30 \ I A 1 EA - EME .\ . -� �_. �` STA 2+ 7 1 : - - ---� h.-� 01.1.74 ® , a : gr - , _ 8 $4 39 07 3. 5 » , . 1 - - 3 8 W .L 'J� r. - 114 / : '. _ 0 - y .00 R 8 1 1 Sii' { VAR. €1�/r0f TEE D AINAGE ESMT. --' •' - 8 x8 R 11 » so �a -8 G. V. / 2. 1 8 9 --� �: o I 2 .� 3 t0 ' _ _1111.. , � ` -136'- -. • �( - -.• . ,, - 1111•.,- t - : �� -. .. ,. ..- ,.- 1111 ...---:'-'-: - STA21+ 2.87 3910521.25 / >� ' 3p 30 7 } ';: ,�„ - 34 R. 11422769 - , I t. .. '1 �c 30 - - . �s ! . _: 81 - -.- P % 5 COM LE O °I 11 7� �- - Fl i E .HYO.. - -8. L _ 3 3 3 A Y.' g x s i 5 o opowqn'/ t . / , _0 � ,- ,, , , ��". \ - . r. -' 20' U 8_ x TEE • p £ $ rA16 7.90 CO/t�PLE7F ' . SEMS T , . , - nLI 8 ro _ 39 ``1. . - 2 h 11648. D s c - 9 . g V. := ° o . F{RE I�YD. t 114 1 SMEN . 5 E,� o s 8 f� : -,._ to .55 >� , I ASSEMBL`. • - • I o . v. f, i CU , I _.:-__ , , ry - Q !� , �' 11 5 x o _. --. --. -- -... .. -1111•-�- , -..- - -_'75 r�j ", /I / / I "1 , 1111 , ... _ .. , • ' :`= `� --: • ,2 .� O 4 x / �--------------------- A28+84:50 39109 1 .. ... 3 � �'�_. t �X C 0 ---;-1111-.- 1 33 - - -- h - - o / .00.. - . 114 : !"`�., 20 UTILITY EASEMENT _ r 84 J/ ME • /, ;` .:__"._--1111,_:-"-.-. ! � - - �/ t I fj//J// 1 1 • 1 1 , 4 - _ - - \ ,- l /- r , - ' , _ _ X o s" .i - - .VAR: W!D TK- - •� - i 51�. r R' _ _ - d e� J VJ J ++ i i ' A Mr. , s A �, l 90 1111_! 1111 1.111. , '� i U) -._- 1.111... �: OM LETS END .�` C P, ,1 $ VrtN rn + AR.I' 22 25� ,5 /3 7 s1� - - , 39 ° ' ` ,. 39:1 R 2 �3 Flf?E�k1Y,.D. nL! •-E � :f. _ P--+ � o f x O L U .C. O -_- Al2+ H'� 1 . s��-, . ST 47.7 r , - - ASSEMBLY � % s � ,_-, ° �4 ', 0 ` lJ nL1 T?' 0 35 a) '>�i 2 f 1111.-,.-,..•.....,.. / ,•'i�,S!�"- �9112s941 a> SEMEN ," •',- -_- -', -',' . ', : TA2 47.99 '. 3591094 .68. 31 a _ 1.1.STA 15+38.1 38115¢ • e-, I I 1 ~--- .-:':- '- _-1-1-1-1' •-- : t . , p 48 Am -, 11/42302 a. 12 7 -- -- 38 D 2s o :1 6 1 11423188,59 '> : 1 _ -.' �x - • \� , !, oo 1 � O .................---'.',--•-.•-:'.-•:•-,-'--•'--••'-:'�''`'� �` .1►, 81 �- ••, �TA1 :. �,� 911118.45/ ; O _ 1 �a 811 0 5 1 0 f0 Z I / a) / � 20 -DRA NAG 811 E -0 -C s, ��i,, .. 09 �. - f! 9 .7.- 391 4 2.12 ° t5m; _ 7 4 -11 3 0 - r7 i .7 s --�s -.-._ 0 DRA -A- - 5 1. J o 80 G l fj}�/ _ OM �... C P c / L E TELL 8 I`i. E SE E r ;t M T `� , _ , iR F EH r' `� � Y 4 D. _ o f, A`9: - o Y lZ 0 89 _ o` - 0• A1- :9 1 el U'l� s2 A 4•� "'74 �, SS .! -•'-'. - �' �=- ::� �,•• -. ==•�`•�-•�- -- -- -. = -' -' -. �:•' -cam-. ' 910 3 0 BC •14 1 4 x ,2: s 7. 14 20 UntITY 2 ; -R- 4 %� 3. m 5 - -1 4 9 0 1 230 4 A6 �` o 1�4 I -j 9 1 END � 14 1-4co � N ,i _ EASEME T X 0 T 4 1.9 ._ _ _ _ 2 1' ._. A 3 -, 1 91 I S• O /jfJ I _ ___ t 8 2 _111__1--1111 - 0 3 R P OPOSED - 2 .. , - -ice 9 6 114 _ _ - 2 9 iii,,, » ti. _ _ _�Z 8 G. V. {Tz - .1 1 I �. 1 _ _ _ _ _ 0 .r V l T. . & I> 2 S , , 9 BEND �'1 0 1111 0 , - e4 x E tT / 8 o 1111 .-� ,. .. --� � .-.- 1111 1 - f 0 d V. T A M T �, }•_ U tom,•,,_ . , E IN SE• , nE 0 - �--1111 �___--- 1 J - {J) T f/ 1 1 I""�'I o 'r EXl TIN W r -,-�_ S G c� 0 _ fl D 0� p _ _- __ _ _ __ _ _ 801 it ff I _ 20 UTI IT J STA - -1 �• Z. s to _ - / - _ _ ._ BEND _. _ E TING• n TO S _ _ FQl 0. 3 58 � r" •.i • EXl --' 11 9 �..--- - - - -• .•.-v--.:_•T-------------- -•_- ,.-•;1111•..-•.,-•--- ••:••_..-•-.':. .._---•_:••-_�:. _- ...- = : : ' : ' : - - : r- - - t 00 W L ESM'T t ... - 20 DRA/ E- _ w F - 0 BAR.:: wiQm x� T��IC. , ° �_ �.._. -- o ----- - i - - » ...-1111 .. 1111- ,- •�t- _ \! .r- H O 7 S,�c II DRAlNA E. ESM =fit V L'. = =, 1 ENERGY DISSIPA?OR: CLASS I ` ---_ T 4-- !' I , L j I - _ _ _ •--- _- _111__1.-_. j•1a1 22 1 . _ . - -� EC 9 RIPRAP ASS WN .,--- i - - o I , 00 __-- - S 1 1� 16 00 . -�-1. 01 -)"LOPE' ` 2 D P TH -} 21 h 00 - - _ � o ° AS M N I; p ------, _•--- -j ' -FI TER FABRIC' UNDE�ILAYMENT 2 ' - - I o r _ ---VDOT _ _ a o® r - y {y,--��vllljl�;'l�.� �'� r T ^- �^ -'_-_ 111-1 5 51 I-- - _ _ - - _ _- -r 1 S � UJ , 20' DRAINAGE - sEc EASEMENT #� �� l,1 0 __^_----�� - , ET 3 01 - "M 1 t, ` � U 11 / 0 _ j' i ' / . 0 x -� -� .- l I 1 oy f �, 4;` ; 1, I \ f f f E ..�. /f _ F - . EXISTING �' _ EXISTING p 0 90 W/L /.mm , I I k I 11 - I ! ,I I I / G l - .. " 1. 0LL co 0 0 VV/,1- ESMT. NOTE: CONTRACTOR TO VERIFY HORIZONTAL ANDS VERTICAL L`OCA`TIONS 'OF EXIS NG 12, _ o . ° c f I - : I �2 GRAPHIC SCALE r\ WATERLINE. FURTHERMORE INHERE REQUIRED 3 5 DEPTH . OT ACHIEVED DUE (TO ROAD - _ , MS =`19 X -SEC. y S � _= CONSTRUCTION,` CONTRACTOR IS REQUIRED TO RELOCATE '12» WATERLINE TO � ACHIEVE so o zs 50 ,00 -_`- ENERG; OISSIPa�4T®R., CLASS I - �' 2°0 \ o EC -,l .RIPRAP AS SHO 0 0.0 ` 1 MINIMUM DEPTH. THIS MAY REQUIRE THE CONSTRUCTION OF A PARALLEL. LINE TQ KEEP - �. a - SLOPE; 2' DEPTH w €ILTER s THE WATERLINE OPERATIONAL THROUGH THE CONSTRUCTION. ALBEMARLE' COLIN SERVICE -%?I 0 FABRIC YNDERLAYMENT 1 VDOT / r t AUTHORITY SHALL BE CONTACTED BEFORE ',,THE WATERLINE ' IS RELOCATED. i -'..� - ES -1 ( IN FEET ) ° STD: 1 inch -- 50 ft. 3 .z� o , _ yr v Q� �C/ 106 �JC7. v v°i . j1 -c q � � ; � I / I ) ;I I I I I � � � L / I --1`%2\ I. 0C. 4 ' f ° o jf 1,, ti �, SHEET NO. a, °_ lI. 1 I ,, o , - 7 OF 31 >1, � r- \, f \, I \, 9 M a& mo M xg 00 6+00 7+00 8+00 9+00 10+00 11+00 POINT EL.EV = 674.04 3 HIGH _�)INT ELEV � V = 4-7 676. E LOW POINT ELEV = 666-65 HIGH POINT ELEV = 669.89 L.OW POINT ELEV 667.90 HIGH POINT ELEV = 675.19 cl� 0 Ce 'T E .OW LOW POINT STA = 5+97.0 5 HIGH POINT STA LOW POINT STA = 10+39.72 PVI STA HIGH POINT STA = 12+37.11 LOW POINTS = 13+91.85 SUMMERFORD LANE STA=9+97.00 HIGH PCINT STA = 17+47.96 _P\A ELEV = 673.7_5 uj U 0% PVI STA = 6+00 Co Co P�l STA = 7+75 U-1 P\4 STA 10+00 A. D. 4.10 PV1 STA 12+25 PVI STA = 14+00 BROOK PV1 STA = 16+75 ucej IL -u or, tz uj MEW ROAD ")TA=14+77.67 QD PVI ELEV = 672.96 rl- PVI ELEV = 67 .21 z 0 'MJ � 0 Ltjrl� LU PVI ELEV 663.95 VC PVI ELEV 671.33 5 u - 4j PVI ELEV = 666.83 r- PVI ELEV = 67".63 HADEN LANE STA=9+96,98 -n t 4 A. D.- =: 5.77 u*) + j k, D. - 9.3 " z --STA= A.D. =: 9.62 r_1 0 + w--SROO"*W- A.D. -5.8,5 A. D. =; 5.77 A.D. -3.70 > N Y�- w E 3 5 . I- C'4 (o K = 26.00 K = 21.43 K = 26.00 K = 34.18 K = 26.00 25 0 < K = 54.08 > 150.0)' VC 0 200.00' VC M 250,00' VC , 200-00VC 150.0)' VC 200.00' VC LLI 0 0 (D toLo 00 OR ur) w C ui r: K = 101.35 OBJEC T CA C� rl- U-) Lo K) -OBJECT 3.5' U4 j 0 + PROPOSED '7 r-, r- U) Lo 1- LO 5 PROPOSED QRQUND\"\ < cr_ M DATE -0 Lo , t PROPOSED, 311104 3.5' + LO LU Lo B. COPELAND CHECKED BY r, R;- SCALE + u-) 1""=50'(H)" U-) 04 + 0 od U*) Cq 0 r1- to C) :5 K),:- e) GROUND 6 li�z <0 GROUND 1� I- am) M - Lu ■ 47--rTrT10- )6 W W+ N U) (o o _y 1> 01 to rro) V_ r, . Lo am) M 12.48' 8%8" TEE V_ to EXISTING GROUND + n C6 (D u) ol� to 0� V) k_) :) K10) L;j M o zz 0 > j 8 x w LMIN G. V. U-) 0 0 T_ r (�o 04 > (o > >0 M 8% 8" TEE TO FIRE Lu M M srj, 0) 0 >; M -7' C14 u') 0 SED PROPOSED /--OBJECT 0) CU + 0 F- 1 /--EYE M V_ Mm N r,� MIN, INI 3.5' §� =) 0 4 -too, 0 lr N(0 -0- - U) CJ(DZ=) 0 N. IN FILL I TO BE CONSTRUCTED 0 oi 04 (o n t N C! 1%N (o . (0 .97 0 V) V) >: 0 zz _0 a- 07 3.0, 3.0 ■ (f) (o W L J 0 TC 95% COMPACTION tt our moo+ I C> N (z) 0 Zo 8" DI 5V S.D, (nu)F- MIN. M J1. -WI/L (o Z 0 V_ ----------- ,)r_%�zz V)� of ---------- =4 X/ Nu') 8, TEE TO F FIRE HYD. 05 N ..0 (o 00 :",4 7 _j C5 u') 1 G.V. `" V) oo j" / / E"ISTING GROUND ■ k .64. 26.07 L. 90 ALLEY C MN 1 r%in Pr. 8" DI W/L DI W/ L 8" G,V. < FILLl _F 6R6 olf AD + 8%8" TEE 04 r� j or _/_2 1.0 TIE INTO EXIITING STR. D5 8" G, (SPEED IMIT 20 PH) 12" WATERLINE 291.09 5 0, L.F. p I.C' . 15in. ol Er -P U70 Lo C14 .0 TEE TO SJMMERFORD 't 04 Lo U-) 00 u') u') u') C14 C14 to u') 0 cot V) Lo CD C:) ori + r-, F- ri w COCO (6 C-4 Q0 Q0 C� 0 r* '70 0; u') (01(o Lo 11") u') vi U-) co(o 0 to (ti cel lot RCP x8" -ANE Li < O'' to Z:) STR.205 8') 1 W/L 3%8" TEE TO F RE HYD. 00 Lo 0 rQa26.99 L.FIJ Co M Lo ',,Q 2.00% 15in. RCP w ti w w- le 11 0 I Co CD Q0 r-. [- x1; r- Ln �,o :D EXISTING GROUND f Lo .;,. 10 (o 11 "IJ to 0 C14 0 >; L� 0 0- (.1 w , - 4D 9 CrIl< >: 0 V) UA co HORIZONTAL SCALE 50 0 25 50 100 200 ■ ca 5 1 inch FEET = 50 ft. _uLj VERTICAL SCAL 5 0 3 5 10 20 ■ u_ IN FEET (SPEE LIMIT 20 MPH) 1 inch = 5 ft. N Ds On (D 00 Lo 0) 't C14 Lo Lo 00 r- M 00 (D .00 (D (D 00 04 o) N U) Lo .0 (o 10 r- 10 r- 00 C4 0) .0 0 u_j 0 CA r- (o L6 to (o o 4 .00 oo 4 ui M . T- (o (6 Lo vi t- (D C3 006 r- (o(o V) (o C6 w (o (00 6 00 (0(0 r� 00) q)) -1b 00 (o �o eT; 0 r- of (o (0(0 0) (D oi 06 to Lo r- (o V_ 06 r- Zo 6 v- (0(0 Lo Lp ui ui (o to w co co (D (o to to co CID (o (o (0 (0 to 4)(0 (o I (o (o I (D (oto (o I to I (D I (0(0 I I I (o w(o to to (o (o CO 00 6+00 7+00 8+00 9+00 10+00 11+00 CO COTT R COLUNS No. 35791 3 L E a u >4 z )__4 M vi 0) r_ a o cl� 0 Ce 'T E 10E PVI STA 20+50 C uj 3: 5 � w 4) _P\A ELEV = 673.7_5 uj U 0% U-1 A. D. 4.10 z < a- 0 E ucej IL -u or, K = 4.39 QD V_L z 0 'MJ � 0 Ltjrl� LU Z 0 100.OD' VC 0 z 5 u - 4j CL r- o HADEN LANE STA=9+96,98 -n t 4 uj z --STA= I Lu + 0 r_1 0 + w--SROO"*W- ROAD 0 Lo > N Y�- w E 3 5 . I- C'4 (o 0 0 V) o 4w PV STA 24 25 0 < > Ll 0 0 M M �vl 0 65E.50 -1.48 V) w C ui r: K = 101.35 150.00' VCo Q > j 0 U) 10 5 PROPOSED QRQUND\"\ < cr_ M DATE 311104 DRAWN BY B. COPELAND DESIGNED BY B. COPELAND CHECKED BY 1.0,EXISTINC S. COLLINS SCALE OBJECT u-) 1""=50'(H)" 0) r- 0 0 GROUND 3.5* Lo + 0) 6 am) M N U) (o 01 to rro) V_ r, . Lo am) M 12.48' 8%8" TEE to** LMIN G. V. 0 0) zz 8% 8" TEE TO FIRE HYD. M M 0) 0 V) '< K (L >: >: z Lo 06 C14 0) v) 0 V_ Mm MIN, m Lq o6 + --: Lr) 1.0 u NMS 0 0 + C,4,* 0 4 U.) 10 � (N (0 N(0 C) - U) CJ(DZ=) PON .97 0) z P�> 0 0 1;j _0 a- ZZ W L J 0 z z 8" DI -WI/L uj V_ of Nu') N ..0 (o 00 :",4 ND (O 0 _j C5 u') 1 a-::,; t p STR.M k 26.07 L. 6.00% 1 r%in Pr. 8" G,V. 6R6 olf AD 8%8" TEE j or _/_2 TIE INTO EXIITING STR. D5 (SPEED IMIT 20 PH) 12" WATERLINE 291.09 5 0, L.F. p . 15in. ol Er -P O Lo C14 .0 O 00 to 't 04 Lo U-) 00 u') u') u') C14 C14 to u') u') cot u') 0) (o C:) ri w COCO (6 C-4 Q0 Q0 C� 0 r* '70 0; u') (01(o Lo 11") u') vi U-) co(o 0 to (ti cel lot 20+00 21+00 22+00 23+00 24+00 25+00 26+00 0 380 670 j -p-111 640 711 UK DR w M 115+uu 14+uu I /+uu I b+vu 19+00 NOM PIPE DISTANCES IN PROFILE VIEW DESCRIBE HORIZONTAL PIPE DISTANCES HIGH POINT ELEV = 695.54 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 0 CO COTT R COLUNS No. 35791 3 L E a u >4 z )__4 M vi 0) r_ a o 0 Ce 'T E 10E uj C uj 3: 5 � w 4) uj U 0% U-1 z < a- 0 E ucej IL -u or, QD z 0 'MJ � 0 40 U Z 0 0 z 5 u - 4j CL o U t 4 uj z u ci Z 0 Lo > -4 uj 4w V 0 0 C ui r: z 0 Q > U) 10 5 DATE 311104 DRAWN BY B. COPELAND DESIGNED BY B. COPELAND CHECKED BY S. COLLINS SCALE 1 (1=5r(V) 1""=50'(H)" 710 S_ 0 n - um -00D Q) U3 V) z: 0 0 0 7:1 UJ < 0C: j--llllllllllII z C. C: 7000 0 LL (J) > LU 0 0 Q) z ILL 3 x Q) 0 0 ro u C�_ uj CL ro 0 i LU 690 Co TJ i _j yj C 0 Z 0 Lu 680 T_ Lj Qv CL Q) > 0 Q U) 0 x E 0 C: 670 E u7 0 L: 0 0 U) JOB NO. 66360 0 0 1-1 SHEET NO. `I 5 rc 0- X V) 0 \� fj n D )o U V) aZ0 0 Q is im, (1) 2 ri) S Q) x Q) m rM MA M HIGH POINT ELEV = 672.52 LOW POINT ELEV = 670.16 HIGH POINT STA = 18+69.36 LOW POINT STA = 20+19.66 PVI STA = 18+50 PVI STA = 20+25 PVI STA = 12+75 LOW POINT ELEV = 664.67 PVI ELEV = 674.00 PVI ELEV = 668.50 ALLEY E STA=23+87.34 PVI ELEV = 670,84 LOW POINT STA = 15+52.56 PVI STA A. D. 8.47 17+00 A.D. = 6.64 C14 A n MXJI _C1-rA 4 A C rN14 -Z r- v I I? I m -- ------ HADEN LANE STA=11+48.60 ...w. -14+75 v 1 ELEV 6 W. V 1 0.12 HAMPSTEAD IVIE S =21+33. K 17.70 +00 K 30.58, HADEN LANE STA -12+98-01 PVI ELEV 6613-31 A.D. =-- 4.13 150.00' VC 200.00' VC oo) LO 100.00, vc A.D. = 4.97 K = 36.32 + -ISO- V_ 0n K = 60-36 150.00, vc P ) ca 300.00' vc (0 C 00 to r1_ I Ln ow 0 C'j 00 04 CD ALLEY C STA=29+86.10 WEST END DRIVE SIA=20+11.20 + + C� 0 V) to '(0 PROPSEz 06 + 00 OBJECT I- t - W + GRO� D 0i to + n (0 LO 0 0) r- (0 m UJ 41 C� no u') ADEN LANE S'rA=14+42.17 HADEN LANE STA=1 6+06.." 3 z 4- C14 00 t) --t r_� 0 3.5' 0 t- ,4 (0 E XA 11 TINGoo 00 nv 0) f1i + d U,J < r- LO 00 It LLJ 0 00 Onto L;j PRO:)OSED 13R JND �,n (p 't to T_ o CL 000 00 00000000 N t0 co >: - V_ 0 L;j Ct C� C>1 > Ne z 0 o 0 > > It LO Im 00+r - GROUND) w - Z 000010 r, I LO 0 w o 0 F M 03 0 C� to 0 LJ > f-11 - nr Ld 00 LLJ LO 11) 11 Ci - + o 00 LO (0 (0 0: (.0 0) _j pe) CD v- k 4 U) LO n 00 (6 C3 10 + r) W) (0 u') m �0 C" 14 (0 F- LC) 4 Lr) to 10 C:) co L) 0 V) C� m:C OBJECT 0 (0 't J__ � 'IN - 9 z T_ (0 :) 0 + 3.5' 1 11_� 5 -; _,-; 0C T_ z u') ('0 (0 (0 w" 05- 1 0 (0 CT EYE -0 . . .......... -0.5 (0 >>>> V) (0 07. o zzo > t- 15 3.5' a. -_: -.: 0- PROPOSED m (1) V) z qTRA307 v I(I GROUND ",\ ?:14 'P . ...... gw S. \-OBJ CT, S, ---------- J. 0' MIN. F. 3. 00 0.50 OBJECT - EXISTING 151n. R 'dP EYE GROUND - 3.5' 3.5' 7--7- 8 DI W/L- 7/ 8"x8" TEE TO FIRE H �D) ,� f % % ` fI LL' 8" G.V. 8" 90' BEND TO 8%8" TEE TO BROOK VIEW ROAD 8"x8" T E TO APARKI� G AREA W/L 1 .11 �i"n� T �/". //1 fil 0" HAMPSWAD DRIVE SE ND 4 j 7 F__ I NG c)o (0 T CL JND Ep 113'67R 811 7 109. L.F. 0.5)% u ---FILL TO 3E CONSTRUCTED TO 95% COMPACTION r- 24in. RCP 8" G. 7V. 8"xs" 10 FIRE vy- Ci 8"x8" TEE TO co to CO WEST END CRIVE EXISTING GROUND n TT 7 7 T 1 71 A L2 Al -E (SPEED LIMIT 2 MPH) (SPEED L MIT20 M r- 0 0.4- 00 LO 0 LO (0 0 0 Ci 0 (D LO .0) col r- C1 0 4 CD (0 ui 0i 7 Go '(0 0i 6 cq p6 N to C� 0 C3 0 Ci C� -4-4 0 Cq C'i co C5 00 t6 ui 6 P, ui (6 t0 to (0 0 (0, to 0 rl_ r- r- p- r�_ Ln 0 (0 (D (0 w (0 0 co r- r' (0 CO(O (0 (00 r- (0 r- p - to 0 to (D (00 co to (0 to coo w(D (0 (0 to 0 0 A 9+00 10+00 11+00 12+00 13+00 14+00 -10 uv 1Q-rvv i/ vv 18+00 19+00 20+00 214+00 22+00 WE, WE mm ME zu 0011i'm :10111! km&'=A B • HIGH POINT ELEV = 692.56 HIGH POINT STA = 13+38.43 PVI STA = 13+00 PVI ELEV = 693.69 A.D. = -8.20 Me] 670 650 NO7E.* PIPE DISTANCES IN PROFILE VIEW DESCRIBE HORIZONTAL PIPE DISTANCES moi IMMI-11i INE51 i 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 700 EM ff.;Eo 670 j SL TT R. COUBS Z No. 35791 3AA'4I kil-1OXAL /'ff'o) E PVI ELEV = 68 .84 1 150.0)' V z *0 .0 p 0 PVI STA = 17+00 oC 'T E 0 uj (N F - A.D. = '7.70 Lu "n o PVI ELEV = 680.60 < LL p, < 0 z n 0 E 4 tu-tu Ipm, K = 25.96 z p 00-w z + 0 Cie C" A. D. -0.76 0u- z 0 %j w CD w Aw 5 =3 Ln 0 u t 't ul uj 200.00' VC z u1.4 U) cr) z LO 0 H K = 94.74 Ln Eu r V7 D 0 00 FILU TO BE CONSTRUCTED o Q PROPOSED, + n 04 0 (0 V) w CL 0 z 0 >0) 0 21. 4) > 0 O) 6 C; o TO 95% COMPACTION GROUND EXISTING - z 00 + + C-4 + GROUND _j 0� 0 -r' 0 C:) \ N -e tO C*4 w w a 0 0 ur) + IM 000 an if -00- LO co 0) �2 gi 1;F) 0) Cx) + r� (0 Ix W V_ (0 UD z C14 . LO d (10 co < _j + 0 00 -0)3.0'- +4 CO 00 (D PROPOSE) a. > 2 (n :C w m U) w r; 'o (Dz:) GROUN)-� V) C'n MIN �00_0x. C 00 X \N -49 V) w" 00 CD P V)V) ZZ LOW LOW m.01UNT E POINT ST 19+98.r,2 V* C4 C� Q) V) (n (n CL m On < :2 00 (0 PVI STA 19+50 + 00 to w w < _j 0:z w u') PVI ELEV 666.20 T 00 C14 (0 z 0 1.0' A.D. 7.76 r- KZ 5.24' V) _5 200. O' VC 0 EXISTING III -GROUND L 8?f G, V. 8"x8" CROS TO 8 G. V, ul 00 0 +T- RCQSUMMERFORI DRIVE -- 8`111 x8p) TEE TCO FIRE H YD. 0 I + 00 (D --- - 0)00 OC r- (0 to C'N p, C 0) 6 0 C'j + (0 N(n 04 111 \ --8" DI W/L On) 8" G. V. 0000 00 o o ± (0 (C (0 L8'lx8" > 0)d co 0 LO 0 04 0 0 W 20 C*4 V) 0 TEE TO GRASS DALE LANE m IN\ m oo to r__: (0 + Q�<Q->> 00 w z Ex, 01 o- AN V)V)pg HORIZONTAL SCALE 3.0' MIN PROPOSED GROUND"-, 00 ozz 6(w) (0 W"�i5 V)0 (0 I'll I'll x so 0 25 50 100 200 >6 -> I L Lij Li z 3: W Li ILdD 0)_ 00 IN FEET 50 1 inch = ft. 8" DI W/ 3.0' MIN LEM VERTICAL SCALE 1R EXIS NG GROU 12' LEFT 5 0 3 5 10 20NL '--EXISTING EXIS 77NG GROUNL 12' RIGHT P z 4 7 .0' PROfOSED FINIS ED GRADE GROUND _8%8" TEE TC IN FEET (SPEED LIMIT201I MPH) 3.61' 101.05 .F• ADEN LANE I inch = 5 ft. 65% STR.815 18 20.17 L.F. 0.65% 0') U? 00 0) C14 U-) (0 (0 C4 n to 0 to CD cr) (D .0 LO o O� 0) 40 to .0) 0) r- 0) 0 to 00 00 .0) (0 (0 to to 17 00 (3� IR 041 (0 0 18in. RCPO, 17 oo oo CO 00 00 00 (0 00 u - ) 00 w 6 00) m1a) C� 0 C� T_ * m 0 1;11 0) 0 w 0)co Ci 00 m 0000, od� 00 L6 n 00 00 0 OND 00 Ci Cn r- w 0; 0 00 od (of'- (0 cFJ 00 (0 o6 04 0j LO 0) w (00 (0 (0 (00 (Do (0 (0 (0 (0to (0 (01 00 (00 (D (D (00 (0 (00 0 (5 (D (0 (0 06 w U) w t0 (D moi IMMI-11i INE51 i 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 700 EM ff.;Eo 670 j SL TT R. COUBS Z No. 35791 3AA'4I kil-1OXAL /'ff'o) DATE 311104 DRAWN BY &COPELAND DESIGNED BY B.COPELAND CHECKED BY S. COLLINS SCALE 1"=5(V) ill It ft = 50'(H) It _00 a) � 0 V) Z 0 0 F_ 0 LIJ < 1-� z LL cG u') > ui • L.LLl DU 0 0ro L u CL 0 JI- ...' Q_ 0 00 0 LIJ a 0 Q�. 06 Q_ 0 p --q V) n 0 _j< V) C 0 Z 0 < 7- �S Lu 0 0 0-V 0 Q U) 0 x Q) Q) 0 C 41 E 0 -0 _0 N u > 0 U) V) 0 JOB NO. 66360 SHEET NO, 13 OF 31 E 8 >. z p 0 0 oC 'T E 0 uj (N F - Lu Lu "n o < LL p, < 0 z n 0 E 4 tu-tu Ipm, z p 00-w z 0 Cie C" 0u- z 0 %j w CD w Aw 5 =3 Ln 0 u t 't ul uj :3 0) z u1.4 z 0 H _j uj Ln Eu D 0 o Q Lu E CL 0 z 0 >0) 0 21. 4) > 0 DATE 311104 DRAWN BY &COPELAND DESIGNED BY B.COPELAND CHECKED BY S. COLLINS SCALE 1"=5(V) ill It ft = 50'(H) It _00 a) � 0 V) Z 0 0 F_ 0 LIJ < 1-� z LL cG u') > ui • L.LLl DU 0 0ro L u CL 0 JI- ...' Q_ 0 00 0 LIJ a 0 Q�. 06 Q_ 0 p --q V) n 0 _j< V) C 0 Z 0 < 7- �S Lu 0 0 0-V 0 Q U) 0 x Q) Q) 0 C 41 E 0 -0 _0 N u > 0 U) V) 0 JOB NO. 66360 SHEET NO, 13 OF 31 j PV STA = 10+75 700 I - A.D. = 1.51 K = 66.31 100.00' VC EXISTING GR UND Lo N _ Co 690 4� • Pa s• �• • a EMS N y� / P OPOSED K = 41.96 Lo + 0 (0 GROUND 22.5° BEND '> + �O? 'I L E1:E -----6-95-.-2-4- U-) N L / GM )ND V) to / 1.5 TED j <+ COMPACTIO � 8"90'BEND T ; � !� 0j fo< VIE D: A(000 Lo 10 O 0 0000 �r 680 o U t;.i a C; 0)N i i '3: 0', FILL T BE CONSTRUCTED Ow 00 CD TO 95% COMPACTION m O (D V I (0 (O (D D + 1p w to 0) • Pa s• �• • a EMS PVI STA = 15+00 PVI ELEV = 697.16 14+00 r• (0 Lo N y� / w 4.05 K = 41.96 170.00' 0 (0 00 22.5° BEND '> + �O? 'I L E1:E -----6-95-.-2-4- w co n~zZ GM )ND FILL TO / 1.5 TED j TO 95 COMPACTIO m m 8"90'BEND T ; � !� 0j 670B�,'OK VIE D: A(000 Lo 10 O 0 0000 �r 00 0006 o U t;.i a C; 0)N i i '3: 0', 1-1O 00 h CD (0O t (D O (D V I (0 (O (D D + 1p w to 0) w Ir t W 9+00 10+00 NNOO 11+00 + 12+00 Q PVI STA = 15+00 PVI ELEV = 697.16 14+00 r• (0 Lo N r .- N cD w 4.05 K = 41.96 170.00' 0 u) 00 `t o» '> + �O? E1:E -----6-95-.-2-4- J ,,,�� lYl pap s* E• LO Lo 067 tD(0 O � 15+00 HIGH POINT ELEV = 702.55 HIGH POINT STA = 16+69.01 PVI STA = 17+00 PVI ELEV = 704.50 A.D. _ -12.52 1. 00 I 150.0 ' VC I ALIuE'Y 700 PVI STA V = 19+50 PVI ELEV = 688.60 A.D. 4.05 K = 41.96 170.00' VC u) 00 `t o» '> + _ E1:E -----6-95-.-2-4- w co n~zZ GM )ND FILL TO BE CONSTRI TED j TO 95 COMPACTIO m m K = 2.37 0)(n r� � !� 0j 130.0 0,1 VC 00 N Lo 10 O 0 0000 �r 00 0006 o U t;.i a C; 0)N i i '3: 0', 1-1O I� IR h Cn (D (0O t (D O (D V I (D (D (D D + 1p w to 0) w Ir t W � (D NNOO WEST EN + 4 Q -00 A N N ((0 0 d � It --1.090 ,• �� 2+ p•.0 : 2O w w ALIuE'Y 700 PVI STA V = 19+50 PVI ELEV = 688.60 A.D. 4.05 K = 41.96 170.00' VC LC)w 00 M M N + N ( 00 HIGH POINT STA = 23+03.75 to a 0 (01- n�z I.- u) 00 `t o» '> + _ E1:E -----6-95-.-2-4- w co n~zZ GM )ND FILL TO BE CONSTRI TED j TO 95 COMPACTIO m m K = 2.37 0)(n r� � !� 0j 130.0 0,1 VC 00 N LVYV 1"VIIV! LLLV = 000.10 LOW POINT STA = 20+47.81 PVI SA=21+10 PVI ELEV = 687.81 A.D = 5.80 58' 15,00'VC •0.50 ip .58' r �MCMDcMD M N + N ( � d'NN ± co (D (C? HIGH POINT STA = 23+03.75 to a N(D7� I.- !� PVI STA = 22+50 `t o» '> 100.00' VC _ E1:E -----6-95-.-2-4- HIGH POINT ELEV = 694,94 m r M A.D. = 2.31 ( HIGH POINT STA = 23+03.75 cD o OO t 0 PVI STA = 22+50 o 0 ON 100.00' VC _ E1:E -----6-95-.-2-4- w r- - A.D. -5.81 rOO d 0) N N O K = 2.37 0)(n � !� 0j 130.0 0,1 VC 00 N Lo 10 O 0 0000 �r 00 0006 o U t;.i a C; 0)N i i '3: 0', 1-1O I� IR h Cn (D (0O y � (D O (D V I (D (D (D D + 1p w to 0) w Ir t W � (D NNOO WEST EN + 4 Q -00 A N N ((0 0 d � It --1.090 ,• �� 2+ p•.0 : 2O w w N (p (D co tD 17+00 18+00 W >v 20+00 ISTM OUND 21+00 / 22+00 r- 23 Wm v 006 CD 00 0) c6 m (D (0 (0 aiiia 0.Gr _ *-20 50n �. / ///,j i -60 EXISTING (D r M A.D. = 2.31 ( cD o OO t 0 o 0 ON 100.00' VC _ w r- O M rOO d N N O Qi 0)(n 0)N !� 0j 00 N 0000 10 O 0 0000 00 0006 o U t;.i Qp C; 0)N i i '3: 0', 1-1O I� IR h Cn (D (0O tD (D O (D (0O (D (D (D D 0 Cil 0 (D GROUND t W � (D WEST EN (D 11 TO 95 A N w v --1.090 ,• �� 2+ p•.0 : 2O i co tD 17+00 18+00 19+00 .4 D. 20+00 ISTM OUND 21+00 / 22+00 r- 23 00 670 670 +00 25+00 26+00 27+00 28+00 29+00 30+00 PVI STA = 0+75 nen rt r.P +nr. r� Lo -100 A.D. = 2.31 Lo o K = 43.32 N °o ( 100.00' VC 'r0 dM 04 a F !� N 10 O Z=00 o o U t;.i \ jy O U w 90' BE .P i i '3: 0', w w> m m GROUND \ w Z N __LJ EXISTING `� 00 TO/ GROUND \ z c0D WEST EN DRIVE 11 TO 95 3, 31g N w v --1.090 ,• �� 2+ p•.0 : 2O i .4 D. E. GI ISTM OUND D / (D r- M M OCo N .- 006 CD 00 0) c6 CD (D (0 (0 (0 (0 0 (D 2TS, L --M-1 NOTE: PIPE DISTANCES IN PROFILE VIEW DESCRIBE HORIZONTAL PIPE DISTANCES 670 HORIZONTAL SCALE 50 t) 25 50 100 200 IN FEET ) h = 50 ft me . VERTI(.CAL SCALE 5 0 3 5 10 20 ( IN FEET ) 1 inch = 5 ft. 0 m uj F - N Ul �to ,PROFILE' LE'O�NT EXISTING GROUND ® CIL - - -- EXISTING GROUND 12' LEFT EXISTING GROUND 12' RIGHT PROPOSED FINISHED GRADE 0+00 1+00 l- Me TEE END 660 OTT R COp I7LINS No. 35791 4m Cn o Z (7) C 'TE 3 > E Lu rn < <00N _ Q = ~� L V ZoP-4 w CO 0 to �� z o Ln M V) I- tf "t' 46.7 u t z u M S •-o -j w Nr - to 0� 7� 4) Air O 9Q� X a > H CLw Q � o y > t3 DATE 0 � o 311104 DRAWN BY B, COPELAND DESIGNED BY B. COPELAND CHECKED BY S. COLLINS SCALE P7 1"=50'(H)" PP -P = 50 PY(H) " ! 61 l7f L ocj� am �o v � O Om �4- a 4- s o °Q) �° uJ �fn � o H z U. (D L o H 0 v z a x � � v a QW v � u- uj 1) -0 n �1 d v 3 2 q) W � H c 0 0 E: U O j O H H '� � O V) --I Z a 0 d 00 _ L N +' CL U O v� >° -� V O v v v� J, E v y, o 0 m : a V O to � U U > w O JOB NO. -0 0 66 360 N C O SHEET N0. a ° 14 OF 31 -100 PROP GROUND SED 90' BE .P i i '3: 0', G. V. MI,N. 8"X6" TEE TO/ FILL TO BE CONSTRUCTED WEST EN DRIVE TO 95 ° COMPACTI N i E. GI ISTM OUND D / 7- C--� 7 &0 -7 L 0 2TS, / ///,j i _770 � 2 J1`1 Wl"A / 6'� G. V. CJ i .i ..•. W . i. #7A - i W Ro i P) 8 X6 WEST O O I" O 0) (D to (SR to (D to (D to 0+00 1+00 l- Me TEE END 660 OTT R COp I7LINS No. 35791 4m Cn o Z (7) C 'TE 3 > E Lu rn < <00N _ Q = ~� L V ZoP-4 w CO 0 to �� z o Ln M V) I- tf "t' 46.7 u t z u M S •-o -j w Nr - to 0� 7� 4) Air O 9Q� X a > H CLw Q � o y > t3 DATE 0 � o 311104 DRAWN BY B, COPELAND DESIGNED BY B. COPELAND CHECKED BY S. COLLINS SCALE P7 1"=50'(H)" PP -P = 50 PY(H) " ! 61 l7f L ocj� am �o v � O Om �4- a 4- s o °Q) �° uJ �fn � o H z U. (D L o H 0 v z a x � � v a QW v � u- uj 1) -0 n �1 d v 3 2 q) W � H c 0 0 E: U O j O H H '� � O V) --I Z a 0 d 00 _ L N +' CL U O v� >° -� V O v v v� J, E v y, o 0 m : a V O to � U U > w O JOB NO. -0 0 66 360 N C O SHEET N0. a ° 14 OF 31 \I v \1 i h C14 ■Co R COLLINS Z LO (0 r--� t') C� C� LO (0 00 to n 0) No. 35791 (0 3: C� U) 04 0 V_ + 4- 00100 Q pl- -zo rj 0) 04 00 680— C14 0 z z 'r 06(o < a. >; >; 't rn r- r- n + (6 U-) CL + (0 3 v) ozzz C4 r' too - 04 W) r- 10NAL Y, 0 to • to n o+(0(01-- 0 0 C r-(Ozz n,(Dz (0 z to PROPOSED 0 0 V)Ozo 04 C-4 C-4 .0006 0- > < o» ■ GROUND 0 ut O� C5 0E u%.j z z j=7 7=12 < in La (n LA 6 LO LO LO ccs o tz C) 0 0 a- 0 Ce E — z < tomcbzzz PROROSED LI < > E 0 N => 0 -7 5 C GROUND) ±<(L>:>:>: z z LLJ M 7= K C,4 uj F Ain- PV GROUND (n LL, M u. 0 00(0 LL. 0 u-) E> ISTING 0 Lj F LL 670 Lo 0� C4 z 2: 0 E U-1 lur- u" uj 0 GROUND 14) V) (0 122. 0 <% LJ 0) u FZ 6 60 om s 2.57' N ; 9 �t C2, z r1i " / _/� 6 0 8" WCL Z 0 QQ z Bin. IN 0 8" F- IM 0,2 LN 10.5' 1- LO z Ln 5 yf ti U) u Ln M Lo Uj 3.61' 183.70 L.F. /* V) (C) LLJ Lo / / = Cn r PVC ... .......... 0 to 50% 8 in. ............ --------------- Z 0 41 0. ........ ... z u 4 0 CD 0 (0O ............. ......... ----------- 660 — 0.50','* Bin. PV C uj 177-57 LY_ :i// / Z --- l--Ozzz Bin. PVC M O 13,3.93 LF. 0.50%j OW 0 1 151.37 L.F. 0.50 Bin. PVC ............................. C 0 D 650 W > 0 uj z SANITARY SEWER 0 > a Z� DROP STACK; SEE DETAIL ON > LLj 50% �=4 ND 7 F57' `3 151.37 7z SHEET 27 00 TCe DATE n _L LZ 412 f jAli 311104 r DRAWN BY T_ U) 0 14) U') 0 to 0) (0 14- 00 C14 B.COPELAND N n OR to ui (6 4 6 6 4 CV r-: C5 06 06 b 1-5 (6 C5 vi vi vi DESIGNED BY 0 C� 0) 0 00 (0 w to (0 Ill 140 (0 (0 r__ ul U) LO (0 o (01 (01 1 (01 (0 (0 LO (0 to to (0 (0 (0 (0 :L (01 (0 (0 (0 (0 to U) to (0 (0 to "01, '01 B. COPELAND to (0 '01 '�l 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 CHECKED BY S, COLLINS 15+00 16+00 17+00 -TM A-Tollmil 00 (0 .2 Lf PROFILE Q Q> 0 > —EXISTING GROUND 0 CIL 0 _�2 EXIS77NG GROUND 12' LEFT JOB NO. —EXISTING GROUND 12' RIGHT PROPOSED' GROUND + 6(o 0) 0 r, (0 C)) to 0 OD C14 ,nes SHEET NO. -a 12- EXISTING GROUND 17 OF 31 _(0z CL U) 0) 1* 0 0i U) r- (0 ul C; cc 0 C,4 CO C lelk + 6 hto 0 00 (0 r- 00 + U) 10 to _n 04 Ml j, z 0 ±<a->:>; 3 V--) OR 7= m _j V) LLJ Z_ 0 :i v) OR 2; U 0 0 IR 04 Q r to F- (0 :) z PROPOSED GROUND 0) 0 0) OR 00 n ri r,- U? rD r- m: < 0 CL 099 C 0) EXISTING GROUND ry- C) 98.0 L /F. 81in' DI 3 ::q F : CL -133-80 L.F. 0.50% 8in. Pv 1.60 M 0) �O:� vc P- -------- z Bin. DI tv-- Ll, 0 Lo 0 0 (0 z —0 < L59 no(o + r- (0 (0 => zzo 'V)F!zz C 0 LQ Lu 8 MV)Pzzz \J 37 _z 00 0 /FILL; 95.40 L.F. (0 U-) CF) h 00 n r OC -4. W r_ r- 0i to o6 (0 V_ r�- 1() rl_. 0 00 C4 00 Q0 (01 to (0 (0 W (0 to (0 W (0 15+00 16+00 17+00 -TM A-Tollmil 00 (0 0+00 1+00 2+00 3+00 4+00 5+00 7+00 gul 680 0 M tri 00 co 0 HORIZONTAL SCALE Z 50 0 25 50 100 670 IN FEET I inch = 50 ft. VERTICAL SCALE 5 0 13 5 10 IN FEET 1 inch = 5 ft. 660 SCALE WS TANCES 1 "=5(V) llllllr=50'(H)" am 0 Q) � 0 0 0 C Q) u< Imumm, z U (3 . U) Lu > 0 0 (D ,ter x M x M 0 0 U u CL m Lu 7) 0 0 C Cu <UJ Lu _Q.s 4 Lu 0 < V) 0 0 D U) 0 ry 0 V) Z z < T_ < LIJ 200 0 0 :3 Q > 0 0 20 os V) D E n 0 .2 Lf PROFILE Q Q> 0 > —EXISTING GROUND 0 CIL 0 _�2 EXIS77NG GROUND 12' LEFT JOB NO. —EXISTING GROUND 12' RIGHT M C)) n 0 SHEET NO. -a 12- 17 OF 31 0 00 04 m _j V) LLJ U 0 0 IR 04 Q r to F- (0 :) z PROPOSED GROUND 0) 0 0) OR 00 n ri r,- U? rD r- m: < 0 CL 099 0) EXISTING GROUND ry- C) _11)0 3) 00 (0 + %4 - (0 3 v- R 8 W/L___ 1.60 C14 z tv-- Ll, 0 Lo 0 0 (0 z —0 < L59 no(o + r- (0 (0 => zzo 'V)F!zz _j (L >; >; >: 8 MV)Pzzz \J 37 00 0 /FILL; 95.40 L.F. r OC -4. 51. 0.5 46 0.6917, 81 — n. DI y RVC C� 0) r- 1� • 00 zw r, (b a- -; In. ................. ............. ... ...... Bin. to 0 + CT) 0 F-:r j< L .... ... ......... .... a W (0 (.0 < a - :D :2 ZO V) Fo-:5: 1.5' _v)IR S_kV_1.77.z4RY , '.�' �. ' f�r 641 T � �" 0 0) 0) Lr) 1* 0) 0 0 0) tp 6 (0 (D 6 (0 (0 4 osi 00 6 00 W 06 r- (0 0i r- to I , 00 r1i 00 4 00 to ui 00 (0 OD 00 (0 0 0) Q0 C� 0) (0 "i 0) (D 0+00 1+00 2+00 3+00 4+00 5+00 7+00 gul 680 0 M tri 00 co 0 HORIZONTAL SCALE Z 50 0 25 50 100 670 IN FEET I inch = 50 ft. VERTICAL SCALE 5 0 13 5 10 IN FEET 1 inch = 5 ft. 660 SCALE WS TANCES 1 "=5(V) llllllr=50'(H)" am 0 Q) � 0 0 0 C Q) u< Imumm, z U (3 . U) Lu > 0 0 (D ,ter x M x M 0 0 U u CL m Lu 7) 0 0 C Cu <UJ Lu _Q.s 4 Lu 0 < V) 0 0 D U) 0 ry 0 V) Z z < T_ < LIJ 200 0 0 :3 Q > 0 0 20 os V) D E n 0 .2 Lf PROFILE Q Q> 0 > —EXISTING GROUND 0 CIL 0 _�2 EXIS77NG GROUND 12' LEFT JOB NO. —EXISTING GROUND 12' RIGHT 66360 PROPOSED FINISHED GRADE n 0 SHEET NO. -a 12- 17 OF 31 ME ME 660 _17 0) t 1 0+00 +00 C14 p- ton 0 to 1,_ PROPOSED 690 - 0L6rl'vQ 4;fL0 0 a) 04+ ,t O :D o(ozz PROPOSE GROUND r-_ I'll 00 C� IR 03 L0 CD CID C-4 1— 0 z 0 a- 00 cc (6--:0 10cD -� C-4 q (0,0- M z z z (0 V1 l-- N 04 It (0 �0- n r1r) `- a) 0 EXISTING (0 ::) ?� r Z 0 �+Cp .It (0 z z .0 V) (0 Lq r- Lr) w GROUND 1 0 > > Lo CD 00 r- It _0(0 M + ()o 7 vm�-Kz M_ C� V) (f) z A 580 670 0+00 1+00 680 680 8" W 0+00 1+00 2+00 1 �Mlftwll, gaff r. -PROPOSED GROUND O -,__EXISTI NG GROUND f / u 4,14 690 81; W/L- 680 /L680 mim 0 660 04 (0 (6 r_ (0 0 z 660 65C E31, 0 0 C14 0 04 C14 O 04 0 04 N C-4 0+00 -EXISTING GROUND 690 ago- W ME �01M%!Alkllt 700 [Toro, 660 680 O O 700 PROPOSED GROUND XISTING ROUND W/L 690 r_ 0) rnm m h S.COLUNS PROPOSED n OR f�qr 05 0 • 0 a) r-- C(l 0,00(o 0) + C,4 co =) Lr 0 U-) GROUND L0 CD CID C-4 00 z 0 a- 00 cc 0+00 1+00 2+00 1 �Mlftwll, gaff r. -PROPOSED GROUND O -,__EXISTI NG GROUND f / u 4,14 690 81; W/L- 680 /L680 mim 0 660 04 (0 (6 r_ (0 0 z 660 65C E31, 0 0 C14 0 04 C14 O 04 0 04 N C-4 0+00 -EXISTING GROUND 690 ago- W ME �01M%!Alkllt 700 [Toro, 660 680 O O 700 PROPOSED GROUND XISTING ROUND W/L 690 r_ 0) rnm m h 041-00 1+00 2+00 S.COLUNS PROPOSED n OR f�qr 05 0 PROPOSED - 0 a) r-- C(l 0,00(o 0) + C,4 co =) Lr 0 U-) GROUND L0 CD CID C-4 00 z 0 a- 00 cc C-4 q (0,0- M (:j 06 6 CC) CO co (0 V1 l-- V) Z u') 0(01.- (0001.- n r1r) `- a) 0 EXISTING (0 ::) ?� r Z 0 04 (C n ::) 00 V) (0 Lq r- Lr) w GROUND 1 0 f� ;� a- 0 _ Lo CD 00 r- It _0(0 M + ()o 7 vm�-Kz M_ C� V) (f) >; 06 06 (0 C� r- 00 to X<CL> z �_2z M L6 C', m : > T"ll 690 670 - z0 8- W/ 3.0' 0 >> _� 0 (C 8"�/N3 .0' VIl<_ V-zz fa- >: • 1.0, V) 1.0, ZZ I 8' W/L 0 F STR.3124 9 3.0 STR.407 f• STR.317 34.00 L F 680 660 15in. RCP -5. 21 .10 2.00% •1 F. 1 n. RGF o8 o 1.01 EXISTIINGJ Is 0 -t 2.00313 % 0 u) 150. 15in. RCP w �p otn STR.505 71 % (0 58.70 L.F. S;TR.503 o) T7- (14 -0 U? •L.1% Bin. RCP + or -Y/77 A-) J/ o o 3 0) _+ '(0, CEJ 30in. RCF tot 00 (0 00 00 (0 00 0) (0 (0 0) co 000 (00 041-00 1+00 2+00 0+00 1+00) 2+00 3+00 ) 700 S.COLUNS PROPOSED PROPOSE r- LO 1"=5(V) art j?"=50'(H)" 0 n M 0 GROUND M 0 U-) 0 n 0, to 0) V) C-4 q (0,0- Loh (0 NCD L0 (0 0(01.- (0001.- `- (0 © 0 cD ::) 00 : < CL ro __0 00 o V 2- f� �- 0:-; '<'L �, >; V) L6 C', m 00 (0 690 670 4010Z 8- W/ S, _� 0 (C :> Z 6 PROPOSED ----o' fa- >: • EXISTING V) V)V) ZZ i 0 STR.307 l 21.26 L.F. STR.407 11 j 2.38/. 4.26' 680 660 15in. RCP 0040 _77 o8 o EXISTIINGJ Is 0 -t c*4,6 V) (0 V 0 u) 130-03 L. GFOU)ND w U-) otn STR.505 (0 58.70 L.F. S;TR.503 o) T7- (14 -0 U? •L.1% Bin. RCP + or .1.00% 0) _+ '(0, , 30in. RCF 481in. RCP LO too 04 z -0 KO -------- ---U\ - 85 V) V) - zz LO v- QD (0 O zV)(/)F zz /0 0 o to r 0 * 0 0'n O 0 �9 N -D <1 Lf) C,4 Ln 1.0 n 6 U) 1 0 K Z_ C-4 C9 1 n 0 0 r )0 in r4,i 00 OR (0 OD 00 00 CD Lq 0 (0 zto to Lf) 0O• t 0 0 R� z -0 < 0 0 C-) .0, z V) (f) z z V)lv) z z 0 tr) o *C) d.0_ v)( ;:CL>:> 2 K- K 1 �_c 6 U- l--< T_ STR-550 ' " -t co (:� L6 P5.28 L.F.PON 0 (1) >: z -8" W/L 0.50% U-) r- +0010 RCP (0z� N 0 )CK WIER FOR FULL PROFILE-) "41r." IDESGRIPTON SEE BMP OF PLAN. U) S77 6 10 07 _77 e 134.00 C14 CNI (0 to h 0) 0 0 VD0T S N 0) o600 C5 o6 p6 ES -1 _'Win. RCP (0 w 0+00 1+00) 2+00 3+00 ) 700 S.COLUNS 680 PROPOSE r- LO 1"=5(V) art j?"=50'(H)" 0 n M 0 ) M to 0 n 0, to 0) V) C-4 q (0,0- to (0 (0 NCD L0 (0 0(01.- (0001.- `- (0 © 0 0 (0 zoOCD ::) 00 : < CL ro __0 w (0 o V 2- f� �- 0:-; '<'L �, >; V) V) z 690 670 4010Z 670 • W/L PROPOSED ----o' GROUND • EXISTING V) GROUND i 0 STR.307 l 21.26 L.F. STR.407 11 j 2.38/. 0 680 660 15in. RCP 6601 _77 o8 o u 670 660 R 306 650 Lr r) 0 on 0+00 so 0 25 so 100 200 1 1 1 1 1 m 1 IN FEET ) 1 inch = 50 f1~ VERTICALSCALE 0 3 5 10 20 700 690 R 670 660 368.25 660 650 C( o Lf (C IN FEET ) I inch 5 ft. OTT R COMNS Z No 35791 -rORAL 670 0 E u >4 zis vi Ch ch a 0 'T C� E 0 0 C4 - 0 > kD E uj fn 5 (14 - ul lu 3: W u 3.. u QuM. 0 rs, z eL0E4 LU Ujl-- 04 �_.y CL Ce - 660 Z u R 0 6 00 4w Z 0 F- in oe 0 5 u- 0 z C:) n ul ® fA Ln u o 0 UJ Z3 CT% r to 0 ((0D z u Z P-4 2�4 uj 00 > C� 0 -4 0 r, F alp >; z 650 (u 0 0 C& :c 4a uj uj E CL Q Lu IV z > 640 0 > Q DATE sw 0 Kn 311104 DRAWN BY B. COPELAND DESIGNED BY 0 &COPELAND CHECKED BY PROFILE' LF6ZAT EXIS77NG GROUND @ CIL EXIS77NG GROUND 12' LEFT EXIS77NG GROUND 12' RIGHT PROPOSED FINISHED GRADE S.COLUNS LO t -M PROPOSE -D 1"=5(V) art j?"=50'(H)" 0 GROUND 0, SHEET NO. -a • • I 0 r, c6 (0 EXISTING 0+(0'!: GROUND 4010Z • CL Z O • V) V) i 0 l STR.407 11 j 0 0 d C,4 Is 0 -t c*4,6 0X 130-03 L. w U-) (0 (14 -0 U? -L0 (.0 0 + or - 'A13 1.0 , 30in. RCF KO 0+00 so 0 25 so 100 200 1 1 1 1 1 m 1 IN FEET ) 1 inch = 50 f1~ VERTICALSCALE 0 3 5 10 20 700 690 R 670 660 368.25 660 650 C( o Lf (C IN FEET ) I inch 5 ft. OTT R COMNS Z No 35791 -rORAL 670 0 E u >4 zis vi Ch ch a 0 'T C� E 0 0 C4 - 0 > kD E uj fn 5 (14 - ul lu 3: W u 3.. u QuM. 0 rs, z eL0E4 LU Ujl-- 04 �_.y CL Ce - 660 Z u R 0 6 00 4w Z 0 F- in oe 0 5 u- 0 z C:) n ul ® fA Ln u o 0 UJ Z3 CT% r to 0 ((0D z u Z P-4 2�4 uj 00 > C� 0 -4 0 r, F alp >; z 650 (u 0 0 C& :c 4a uj uj E CL Q Lu IV z > 640 0 > Q DATE sw 0 Kn 311104 DRAWN BY B. COPELAND DESIGNED BY 0 &COPELAND CHECKED BY PROFILE' LF6ZAT EXIS77NG GROUND @ CIL EXIS77NG GROUND 12' LEFT EXIS77NG GROUND 12' RIGHT PROPOSED FINISHED GRADE 0 690 0 L'L 0 0 Z 0 0 M =p El � _r_ 0 U3 uj < 0 680 1-4 z CL C q> LL (D 0 > �: Lu x z _j 0 P-4 U u- :3 - ui 0 a 0 _j I:e 670 'Q E 4) 3. m M: - q) UJ o- LLJ < z a 0 Ln ?�� 0:: 0 0 :2 uj -0 660 p0_-a:R M >, s-2 Q) 0 j CL v00 00 no x --r- E 0 -0 - 650 :3 -0 E 0 0) S.COLUNS LO t -M PROPOSE -D 1"=5(V) art j?"=50'(H)" 0 GROUND 0, SHEET NO. -a 0 r, c6 (0 EXISTING 0+(0'!: GROUND 4010Z CL Z O V) V) 0 STR.407 0 0 d C,4 Is 0 -t c*4,6 0X 130-03 L. w U-) (0 (14 -0 U? -L0 (.0 0 + or - 'A13 1.0 , 30in. RCF KO LO v- QD (0 O zV)(/)F zz r 0 * O } Ln 6 U) K Z_ C_ in 0 CD O (6 0 0O• -cop- 0 0 C-) .0, L0 00 OC) )(0z r -0 0 tr) *C) d.0_ v)( ;:CL>:> 2 K- K 1 �_c 6 U- l--< z -t co (:� L6 0 (1) >: z -8" W/L 0 U-) r- +0010 (0z� N 0 )CK WIER TR -403 U) rv-) zz e 134.00 L.F. VD0T S 0.50% ES -1 _'Win. RCP STR.401 24.67 F. 8.50lf in. S-TR.450 12:.6 L.F. 0.50% 30i n. RCP ENERGY D SSIPATOR -CLASS I EC -1 RIPRAP BIO RETENTION L=20' 0.0% AREA 2* DEPTH FILTER S-7 W 40 70 7 )UT FABRIC UND RLAYMENT c? I to (0 00 0) to 00 C,4 00 0 i 4 I Lf) 6 to C(O 4 h 6 00 L6 00 h 00 6 00 o6 00 06 00 1 (0 (D UD O (0 (0 (0 CO (0 to 0 690 0 L'L 0 0 Z 0 0 M =p El � _r_ 0 U3 uj < 0 680 1-4 z CL C q> LL (D 0 > �: Lu x z _j 0 P-4 U u- :3 - ui 0 a 0 _j I:e 670 'Q E 4) 3. m M: - q) UJ o- LLJ < z a 0 Ln ?�� 0:: 0 0 :2 uj -0 660 p0_-a:R M >, s-2 Q) 0 j CL v00 00 no x --r- E 0 -0 - 650 :3 -0 E 0 0) S.COLUNS q) U)q) rn 0 • SCALE 1"=5(V) art j?"=50'(H)" 0 0 0 690 0 L'L 0 0 Z 0 0 M =p El � _r_ 0 U3 uj < 0 680 1-4 z CL C q> LL (D 0 > �: Lu x z _j 0 P-4 U u- :3 - ui 0 a 0 _j I:e 670 'Q E 4) 3. m M: - q) UJ o- LLJ < z a 0 Ln ?�� 0:: 0 0 :2 uj -0 660 p0_-a:R M >, s-2 Q) 0 j CL v00 00 no x --r- E 0 -0 - 650 :3 -0 E 0 0) 0+00 1+00 2-1-00 3+00En 18 OF 31 iE C q) U)q) rn 0 JOB NO. 66360 to lb 0, SHEET NO. -a 0+00 1+00 2-1-00 3+00En 18 OF 31 iE C 668. N71 MEN ff-M F 65 MOM i�<CL . . . . FOR FULL PROFILE >>>> -nON OF POND 0 QESCRIP lnwi-zzliz 0 -c;EE-aVP-TPTEA1 . 'S Tj r7 -;g 0'r Tr _17 6 J C -Al of )+00 1+00 2+00 • 0+00 1+00 2+00 EXISTING GROUND' 630 c -sd ct IT • 0 n 0 • 0 • PROP SED 0 00 0 r- 0 GROJND (o u) 00 04 0 0 0 .4, C:) • 0) V7 O Kz p� < IL - �- F- S . T- oc) I E -< 0- �:;>: >: R5 V) V) 2 K ss 11, - O t"i 0 Icr + (o co z SCF' (n 0 Z (o o V) 0 Q- X< --z 0) WL: W/ u- 00 7R.W 0 2.5-) 2-5-) ov)z -,TR.703 lo, ,=TR.703 1 V) J11+.uv-L.1 3.009 15in. OND En OA 18in. RC) 10 3.57 LF. co (D to \J Lo on 7 ()-7 58 25�,--N'44S-C 0.6b7o 130 19:1 13Q C.) Lux-, IN - W CN 04 /J 1 , in. RCP 34.24 L.1 26.00 L. EXISTING- 0) 000(o r- 0 FOND C14 r- r,� (o 0.509 0.50% GROUND (D (o In (o � 1p o In < -n:l 36in. RCP < 151n. RCP 15in. RCF => po 0) --t -4- - to U)z .co c 316.82 L.F. 1 uj c� ri 00 00 UF HUNL) 1+4 W/ FIIL-ER V) I ov)z > + r, Co co :11(o to �'O _zz 0 ID Zzz(D E"--/ i�<CL . . . . FOR FULL PROFILE >>>> -nON OF POND 0 QESCRIP lnwi-zzliz 0 -c;EE-aVP-TPTEA1 . 'S Tj r7 -;g 0'r Tr _17 6 J C -Al of )+00 1+00 2+00 • 0+00 1+00 2+00 EXISTING GROUND' 630 c -sd ct IT • 0 n 0 • 0 • ul • 0 00 0 r- 0 0 (o u) 00 04 0 0 0 .4, C:) • 0) V7 1-04-(o Kz p� < IL - �- F- S . T- oc) I E -< 0- �:;>: >: R5 V) V) 2 K ss 11, - 14 ` 2; Icr + (o co z II < (n V) z - Vo) (D 0 Q- X< --z p < WL: W/ 00 7R.W S.E. 2.5-) 2-5-) TR. 1303 2".59 -,TR.703 lo, ,=TR.703 1 V) J11+.uv-L.1 3.009 15in. OND En OA 18in. RC) 10 3.57 LF. co (D to 5z:M 7n r Lo on 7 ()-7 58 -u 0.6b7o 650 • 0 n 0 • 0 rl_ ul • 0 00 0 r- 0 0 (o u) 00 04 0 0 0 .4, C:) • 0) V7 1-04-(o Kz p� < IL - �- F- S . T- oc) I E -< 0- �:;>: >: R5 V) V) 2 K ss 11, - 00- c� Icr + (o co z II < (n V) z - Vo) (D 0 Q- X< --z p < WL: W/ 00 7R.W S.E. 2.5-) 2-5-) TR. 1303 2".59 -,TR.703 lo, ,=TR.703 1 V) J11+.uv-L.1 3.009 15in. OND En OA 18in. RC) 10 3.57 LF. co (D to 5z:M 7n r Lo on 7 ()-7 58 -u 0.6b7o STR.707 C.) Lux-, IN - 5% 1 , in. RCP 34.24 L.1 26.00 L. zo 670 668.25 680 S- 5 604 rl; c MMIE V) u) 00 nn 00 00 Lo Lo V) Lo Lo 00 Lo (D u') u) Lo'n 00 C14 04 noco(o- 0 - t�, U) C4 + (o 10 (o I, V) - 0 06 oco zzo to Lo Lo 660 w 1= c- -1 %w Tr, F- n -10 ww� co 0) 0 (D 0 co D PROPOSE 'D>: 00 0 GROUND V) V)'z- .:c (L . Z uw)� > -1 670 670 8- W/L-,STR.833 20.70 LF. 0.50% 34.00 L.F. l5in. R 0.50% 660 660 15in. RCP "--EXIETING GROUND STff 8(Y6 JU 00004 640 N M to (o 0 r-cr) PROPOSED 00 0) Cy) 0 GROUND Lo (o L6'0 04 0 C4 co (o z rl+ _0 Lo 0 n 0 wwF-ZK 0 rl_ ul 0 -4. r, I- 0 00 0 r- 0 0 (o u) 00 04 0 0 0 .4, C:) ('0 0) V7 1-04-(o 0+00 660 PROPOSED, GROUND 650 STM 670 650 co Lo 1+00 O n 0 wwF-ZK EXISTING 0 + CL, Cq(Cl _,�; -, z 0 oc�(o- 0 -4. r, I- 00 00 oo 00 to U-) r, ooc)-"� 0 O't to U-) GROUND(nvq,*-�zz 00 04 - r- >> 11 ��o <Oro LI-O(o I r- 0 zzz .0 0 . n 00 > > > > 0 V)V)F Kz p� < IL - �- F- S . T- oc) I E -< 0- �:;>: >: R5 V) V) 2 K -i o6 - 00- c� Icr + (o co z II < (n V) z - Vo) (D 0 Q- X< --z p < WL: W/ 00 7R.W S.E. 2.5-) 2-5-) TR. 1303 2".59 -,TR.703 lo, ,=TR.703 1 V) J11+.uv-L.1 3.009 15in. OND En OA 18in. RC) 10 3.57 LF. co (D to 5z:M 7n r Lo on 7 ()-7 58 -u 0.6b7o STR.707 C.) Lux-, IN - 5% 1 , in. RCP 34.24 L.1 26.00 L. zo A., 3 Ld V) C14 r- r,� (o 0.509 0.50% M M ?. IN u w 36in. RCP < 151n. RCP 15in. RCF => FOR FULL PROFILE L c 316.82 L.F. 1 !ON SEE BMP PLAN. UF HUNL) 1+4 W/ FIIL-ER V) I ov)z > cnv)o 0->:> !SROPOSED �'O _zz 0 00 00 E"--/ x I 01 6 I-- c� c� v-: oi (o oi (o to to (o cis to (o co 0+00 660 PROPOSED, GROUND 650 STM 670 650 co Lo 1+00 0+00 to ul co (D po 0000po 0000 PROPOSED GROUND 00 in 0) GROUN 2+00 700 Moll SIM ENERGY DISSIPATOR CLASS I EC -1 RIFIRAP L=15' 0 0.01 2' DEPTH W/ FILTER 7ABRIC UNDERLAYMENT 680 91 OtIT c 640 C oc (c • n 0 v v- 0 00 O npe) -u w 0 (n 00 00 oo 00 0 U-) r, ooc)-"� 0 O't to U-) 0) 00 0 co 00 04 (6 to co u') 11 ��o -q- 0 + cov- D (o co co D Lo (6 (6 Lo 0 zzz .0 0 . n 00 > > > > 0 In co V) zzzz 00 I . T- oc) ..zc�0z E -< 0- �:;>: >: R5 ��L6U" z rl) 00 04 co - T- 00- c� O 00 + (o co z II < Lo (o - III 0 0 Q- X< --z p < U-) M 4 ,4: 00 03 (3� 44 Lo 04 to co c0 C0 �, TR. 1303 2".59 i V) Z V) J11+.uv-L.1 3.009 15in. o.vv RC En co 18in. RC) L6u-) . co Lo co 0+00 to ul co (D po 0000po 0000 PROPOSED GROUND 00 in 0) GROUN 2+00 700 Moll SIM ENERGY DISSIPATOR CLASS I EC -1 RIFIRAP L=15' 0 0.01 2' DEPTH W/ FILTER 7ABRIC UNDERLAYMENT 680 91 OtIT c 640 C oc (c 660 660 650 • n 0 v v- 0 00 O npe) -u w 0 (n 00 00 oo 00 0 U-) r, ooc)-"� 0 O't to U-) 0) 00 0 co 00 04 (6 to co u') 660 660 650 0+00 1+00 2+00 3+00 00 - 1--: Lo(o - 0) to n 0 v v- 0 00 O npe) -u w 0 (n 00 00 oo 00 0 U-) r, ooc)-"� 0 O't to U-) 0) 00 0 co 00 04 (6 to co u') oc) 00 It -q- 0 + cov- D (o co co D Lo (6 (6 Lo 0 zzz .0 0 . n 00 > > > > 0 In co V) zzzz 00 I . T- oc) ..zc�0z E -< 0- �:;>: >: R5 ��L6U" z rl) 00 04 co - T- 00- c� O 00 + (o co z II < Lo (o - III 0 0+00 1+00 2+00 3+00 00 - 1--: Lo(o - 0) to U01 v v- 0 0 -u w 0 (n U 0 Lo 0 'RZ + 2 + ir-ur) 1- C14 00 (o n;zz + 0 g CL -a " 9 (10 V) lo' 0�-zz - I . T- oc) EXISIINGn E -< 0- �:;>: >: R5 GROUND L 0 CI 0 + (D n (O:D O� - T- � No u� (1) ZZZK a II < /L' ' III co 0 Q- X< --z p < U-) M 4 ,4: 00 03 (3� 44 Lo 04 to co c0 C0 4zil rco- TR. 1303 2".59 I-- (nuito V) Z V) J11+.uv-L.1 3.009 15in. o.vv RC En co 18in. RC) L6u-) . co Lo co co (D to co C) V)I: 4-M Lo on C-) C.) Lux-, IN - (o z C14 O+m kv 0 0 co r F- v-- 7 zo v-r(c M<Q c Ld V) C14 r- r,� (o Ld M M ?. IN u w 36in. RCP < v- => '( DISSIPA I EC -1 RI L c 316.82 L.F. 1 En 1 1+4 W/ FIIL-ER V) I ov)z > cnv)o 0->:> !SROPOSED (n(n _zz (n U) FOR FULL x E"--/ x I GROUND-->< (o INFORMAT ON, SEE E3MFl PLAN to coco cis SHEET HEET 26 z 0) (n :2 -1 :2 V) EXISTING :2 GROUND GROUND o� 840 TO GROUND---, 4 . ............... to 0 0 < u Q z o CO \A)-93 OT STD 49 I. - F. -01*� UT-7-q-Tclr SIR. 31M ui 6 o6 o6 co ES -1 1 00 co co 0 017 co 660 Qj c) 4a 1871n. R ;P z)I I M. I 40.06 I vo L. F. 18in. 0 M u 0.75% 018 < = V: M ch ENERGY DI SIPATOR 15in. 8 W L RCP z 1-4 CLASS I EC 1 RIPRAP z 0 .1.4 L=15v 0.0% )--I 00 (A to 2' DEPTH FILTER FABRIC UND RLAYMENT S1 110o _79 RM oj777 0 0 C14 O co C14 4 co (o co c00 cy) ONs to co (D (o to co -11+00 m V) 00 0+00 670 368.25 650 1+00 105 L.F. 5% RCP dME0 STR 10.3 ROCK WIER 0.! 18in VDOT STD ES -1 660 BIORETENTION- AREA ENERG CLASS L= 2' DEP FABRIC S 65( C C u HORIZONTAL SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft. VERTICAL SCALE 3 5 10 IN FEET 1 inch = 5 ft. 670 MRS 660 660 00 6 ? 0 COLLINS � 0000 -r- No. 35791 03 M n n to - 1--: Lo(o - 0) to f 're v v- 0 B. COPELAND -u w 0 (n U 0r(00 0 tji U) Co Lo + co co co co 'RZ zooo 0o 2 o�2 u*) to v-."- 1 1-0 V) ir-ur) 1- C14 00 (o n;zz occD zzz 0 g CL -a " 9 (10 0 - lo' 0�-zz - I . T- oc) EXISIINGn E -< 0- �:;>: >: R5 GROUND L (n CI 0 + (D n (O:D O� 3.0' V, (1) ZZZK /L' ' P co 0 Q- X< --z Oz < 670 z (31 c: � 4zil rco- TR. 1303 2".59 L. --7- V) Z 0 J11+.uv-L.1 3.009 15in. o.vv RC 18in. RC) V) (D 0 N.W.&E Lo on > Lux-, IN - 3.76' n PO �,I\I,D, ILI 14- C14 r- r,� (o En Lu M M ?. IN u (o 36in. RCP O+t�,(OF- n => '( DISSIPA I EC -1 RI STR-839 roto < �-�-o- 316.82 L.F. 0.509 ------------ 1+4 W/ FIIL-ER -j (o NDERLAYI U-) AENT u) (o uj > �7 7ff l FOR FULL POND PROF! E"--/ (o INFORMAT ON, SEE E3MFl PLAN to coco SHEET HEET 26 z . <- 0 E PROPOSED -1 Uj Lu M GROUND GROUND o� 840 TO 80 4 to 0 0 < u Q z o CO 4-1 Z c6 Lo C6 0; U -)co ui 6 o6 o6 co co co co co 0 tQ co 0+00 670 368.25 650 1+00 105 L.F. 5% RCP dME0 STR 10.3 ROCK WIER 0.! 18in VDOT STD ES -1 660 BIORETENTION- AREA ENERG CLASS L= 2' DEP FABRIC S 65( C C u HORIZONTAL SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft. VERTICAL SCALE 3 5 10 IN FEET 1 inch = 5 ft. 670 MRS 660 660 00 6 ? 0 COLLINS � 0000 -r- No. 35791 03 M n n to 0+00 ) co f 're v v- 0 B. COPELAND -u ) " U 0r(00 66360 'RZ zooo 0o 2 o�2 u*) to v-."- 1 1-0 V) U) n;zz <05>0+�W-)- DESIGNED BY &COPELAND g CL -a " 9 (10 0 - lo' 0�-zz - I 19 OF 31 EXISIINGn E < >; P; GROUND L (n Ln F - Lo r4) 3.0' lz 0+00 ) co ONAL v v- 0 B. COPELAND -u ) " U 0r(00 66360 'RZ zooo 0o pe) Lo P�0 V� 0 o�2 u*) to v-."- 1 1-0 V) U) n;zz <05>0+�W-)- DESIGNED BY &COPELAND g CL -a " 9 (10 0 - lo' 0�-zz - co z 19 OF 31 EXISIINGn E < >; P; GROUND L (n Ln F - Lo r4) 3.0' lz < /L' ' +(o co Oz < 670 z (31 c: � cn 0 TR. 1303 2".59 L. --7- 09 R 0 J11+.uv-L.1 3.009 15in. o.vv RC 18in. RC) E E 0 Lo on > Lux-, IN - 6.1111 n ILI 14- C14 r- r,� (o En Lu M M ?. IN u (o O+t�,(OF- n => '( DISSIPA I EC -1 RI R AP -4- roto < �-�-o- Z0 z Eniv) i- 1+4 W/ FIIL-ER -j (o NDERLAYI U-) AENT u) (o uj > �7 7ff l 1306' 76) -7 (o Lu � uu go 'ro (o to coco z . <- 0 E PROPOSED -1 Uj Lu M GROUND o� 1P.LJ v -8" W/L < u Q z o CO 4-1 Z M 0co ce wu g o 1. 0 660 Qj c) 4a 0 M u 018 < = V: M ch I- Ms- (n Lu a z 1-4 r, 8 4 1.4 z 0 ;iC) co )--I RM 4) 0 (A M ce U) Lu �, Lu E tit CL 0 uj z 0 > > DAM 0 fA 311104 DRAWN BY 0 Lo v-Lo(o v v- 0 B. COPELAND -u - n U 0r(00 66360 'RZ zooo 0o pe) Lo P�0 V� 0 o�2 u*) to v-."- 1 1-0 V) U) n;zz <05>0+�W-)- DESIGNED BY &COPELAND g CL -a " 9 (10 0 - lo' 0�-zz - co z 19 OF 31 EXISIINGn fy- 200 20 0+00 1+00 680 CHECKED BY S.COLLINS SCALE 1-=S'(V) 670 PROPOSED GROUND 2 q: 5 -:D '00 a) �l 07; 0 ra Q> 660 UJ < 0 Q p..q z LL CLa 0 q) c- "-4 ce. a.., 0 > 0 0 CL z LLIx =) -j -- , Q) 0 1'-q/-/-77 u u- %-1 -J. w 0 a 0 0 c� Q- 650 3: < uj ca03 uj -i 0� < (D >1 c 0 z )...4 q to 1- Z) - 00 ry, 0 z < :2 Lu 0 IPE DISTANCES M 0 0 Q 0 :30 0 0 a > PPROFILE'Zz6Tlvp EXIS77NG GROUND 0 CIL v-Lo(o v v- 0 0 U) 4) v) 0 -u O(Oo = U 0r(00 66360 'RZ zooo 0o - �F U) n;zz <05>0+�W-)- g CL -a " SHEET NO. lo' 0�-zz - co z 19 OF 31 EXISIINGn fy- < >; P; GROUND L (n Ln F - Lo r4) 3.0' /L' ' +(o co Oz < STR.130 350 0 1-- L. z TR. 1303 2".59 L. --7- 09 R 0 J11+.uv-L.1 3.009 15in. o.vv RC 18in. RC) Lo on 6.1111 n ILI 14- C14 r- r,� (o *con(o (o O+t�,(OF- n => '( DISSIPA I EC -1 RI R AP -4- roto < �-�-o- Z0 z Eniv) i- 1+4 W/ FIIL-ER -j (o NDERLAYI U-) AENT u) (o �7 7ff l 1306' 76) -7 (o (o to coco 200 20 0+00 1+00 680 CHECKED BY S.COLLINS SCALE 1-=S'(V) 670 PROPOSED GROUND 2 q: 5 -:D '00 a) �l 07; 0 ra Q> 660 UJ < 0 Q p..q z LL CLa 0 q) c- "-4 ce. a.., 0 > 0 0 CL z LLIx =) -j -- , Q) 0 1'-q/-/-77 u u- %-1 -J. w 0 a 0 0 c� Q- 650 3: < uj ca03 uj -i 0� < (D >1 c 0 z )...4 q to 1- Z) - 00 ry, 0 z < :2 Lu 0 IPE DISTANCES M 0 0 Q 0 :30 0 0 a > PPROFILE'Zz6Tlvp EXIS77NG GROUND 0 CIL 0 U) 4) v) 0 JOB NO. EXIS77NG GROUND 12' LEF7 66360 -EXIS71NG GROUND 12' RIGHT PROPOSED FINISHED GRADE g CL -a " SHEET NO. 19 OF 31 CL >, am0 � `o 0 v � v � O O LiD i O 0 'l7 � LLJ v H LL('� v v > L3 o v� lu.i.r z � x � v 0 Uj a> u � d � Cs zCL d< W m LLj �-q I ;.j U g i a i � O U) 0O ! i P Z.J > 0 U) p J Z O R� c LLJ v` a 1!� L v Q Q U O � o p > O •� U O x � v Q v -ate O v � Q) -0 E y V oz -0:3 v Q L o JOB NO. o rn v� 66360 � ID SHEET' NO. a � 20 OF 31 UY�' No,3579rl DESIGNED BY & COPELAND CHECKED BY S. COLLINS SCALE • z crt f, C) o cm ce , = LU Q > �-- a U. o ° z R0Ed LU u Q� m Z C ®_ ice- ¢ � 1- Z ocy w o C, U) tM U) d. L. LLJ Z U t* IT i"1 Z Z 00 0 > h ice-• ... a' ■M 2 i1J ,-, CL 0 LU o y C� US > y4) DATE pt fl 311104 am0 � `o 0 v � v � O O LiD i O 0 'l7 � LLJ v H LL('� v v > L3 o v� lu.i.r z � x � v 0 Uj a> u � d � Cs zCL d< W m LLj �-q I ;.j U g i a i � O U) 0O ! i P Z.J > 0 U) p J Z O R� c LLJ v` a 1!� L v Q Q U O � o p > O •� U O x � v Q v -ate O v � Q) -0 E y V oz -0:3 v Q L o JOB NO. o rn v� 66360 � ID SHEET' NO. a � 20 OF 31 DRAWN BY B. COPELAND DESIGNED BY & COPELAND CHECKED BY S. COLLINS SCALE • am0 � `o 0 v � v � O O LiD i O 0 'l7 � LLJ v H LL('� v v > L3 o v� lu.i.r z � x � v 0 Uj a> u � d � Cs zCL d< W m LLj �-q I ;.j U g i a i � O U) 0O ! i P Z.J > 0 U) p J Z O R� c LLJ v` a 1!� L v Q Q U O � o p > O •� U O x � v Q v -ate O v � Q) -0 E y V oz -0:3 v Q L o JOB NO. o rn v� 66360 � ID SHEET' NO. a � 20 OF 31 "o 5 n' M i f y; r , � � ....... .. .... . "w"ITI, 'Wl!_'�� l STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN e ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL PRAC77CES USED IN THIS SEC77ON CONSIST OF THE FOLLOWING: 1. CONS 7RUC77ON ENTRANCE, ALBEMARLE COUNTY DETAIL S - ENTRANCE TO BE LOCATED TO PREVENT TRACKING OF MUD ONTO EXISTING M SBY MOUNTAIN DRIVE. 2 SIL T FENCE, STANDARD AND SPECIFICA 77ONS 3.05 - SIL T FENCE TO BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD COND177ONS WARRANT. J. TE'MPORARYDIVERSION DIKE, STANDARD AND SPECIFICA77ON 3.09 - TEMPORARY DIVERSION DITCHES TO BE C0NS7RUC7ED WHERE SHOWN ON PLANS 4. INLET PR07EC77ON STANDARD AND SPECIFICATIONS 3.07 - INLET PROTECTION TO BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT. 5. CULVERT INLET PROTECTION STANDARD AND SPECIFICA 77ONS 3.08 - CULVERT INLET PROTEC7701V TO BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD COND177ONS WARRANT. 6. 7EMPORARY SEDIMENT TRAP, STANDARD AND SPECIFICATION 3.13 - 7EMPORARY SEDIMENT TRAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS (4) TRAPS TOTAL. 7 OUTLET PROTECTION STANDARD AND SPECIFICATION 3.18 - OUTLET PROTEC77ON TO BE PLACED AS SHOWN ON THE PLANS 8. ROCK CHECK DAMS, STANDARD AND SPECIFICATION 3.20 - ROCK CHECK DAMS ARE TO BE PLACED /N OUTFALL DITCHES AS SHOWN ON THE PLANS 9. TEMPORARY SEDIMENT BASINS, STANDARD AND SPECIFICATION 3.14 - (1) SEDIMENT BASIN IS TO BE CONSTRUCTED AS SHOWN ON THE PLANS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED AS THE FIRST PHASE OF ANY LAND DISTURBING ACTIVITIES THEY SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL EVENT THEY SHALL BE CLEANED, REPAIRED OR REPLACED AS NECESSARY THROUGHOUT TIE CONSTRUCTION PHASE OF THIS PROJECT THE FOLLOWING ITEMS REQUIRE PARTICULAR CHECKING.° 1. SIL T FENCE SHALL BE CHECKED REGULARL Y FOR UNDERMINING OR DE7ERIORA PON OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF THE SEDIMENT DEPOSI77ON REACHES HALFWA Y TO THE TOP OF THE BARRIERS 2. ROCK CHECK DAMS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. WHEN SEDIMENT HAS REACHED HALFWA Y UP THE UPSTREAM SIDE, I T SHALL BE CLEANED OUT J. TEMPORARY .SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE lT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL VOLUME. THE PURPOSE OF THE LAND DISTURBING AC77VITY /S TO CREATE A SINGLE AND MUL77 FAMILY COMMUNITY WITH FOUR ACCESS ROADS FROM OLD TRAIL DRIVE WINDING THROUGH THE DEVELOPMENT. 7HE SINGLE FAM/L Y LOTS AVERAGE 1/4 ACRE AND THE MULTI -FAMILY LOTS AVERAGE 0.07 ACRES THESE LOTS ARE ACCESSED FROM PUBLIC ROADS SOME OF 7HE LOTS HAVE A SECOND POINT OF ACCESS THROUGH A PRIVATE ALLEY. A STORM SEWER SYSTEM WILL DIVERT RUN-OFF TOA 8I0-RETENT70N AREA LOCATED WITHIN THE LIMITS OF THE PROJECT. THIS PROJECT WILL CONTAIN APROX/MATEL Y 44 ACRES OF LAND DISTURBANCE, EM I ZE CON0177'oNS° AT PRESENT, 7HE MAJORITY OF THE S1 IF /S AN OPEN GRASS FIELD WITH EXIS77NG WOODS ALONG THE BOUNDARYTHERE IS A FARM POND WITHIN THE PROJECT LIMITS 7HE SITE DRAINS TO EITHER HER LICKINGHOLE CREEK OR THE FARM POND WHICH EVENTUALL Y DRAINS TO LICKINGHOLE CREEK. LICKINGHOLE CREEK SERVES AS AN OUTFALL FOR 7HE DRAINAGE FROM THE PROPERTY. THE FLOOD PLAIN FROM LICKINGHOLE CREEK EXTENDS THROUGH MOST OF THE LOW LYING LAND AREA ON THE SIDE. THERE /S A GRAVEYARD SI7E ON THE PROPERTY. DJA ACENT ARS THIS S17E IS ADJACENT TO LICKINGHOLE CREEK LARGE ACRE UNDEVELOPED RESIDEN77AL PROPERTIES. 7HE UNDEVELOPED RESIDEN77AL TRACTS ARE UPSTREAM OF THIS PROPERTY, THEREFORE, DEVELOPMENT OF 7HIS SI7E WILL HAVE NO EFFECT ON THESE TRACTS LICKINGHOLE CREEK MAYBE AFFECTED THE MOST BY THE DEVELOPMENT. EROSION CONTROL MEASURES SUCH AS SEDIMENT TRAPS, BASINS, SILT FENCES, AND DIVERSION DIKES SHALL BE UTILIZED TO CONTAIN THE LAND DISTURBANCE ACTIVITY AND PR07ECT LICKINGHOLE CREEK. OFFSITE AN0 �1/ A�NCE'. THERE WILL BE A SMALL AMOUNT OF OFFSI7E LAND DISTURBANCE AC77VITY ASSOCIATED WITH 7HIS PROJECT WITH THE EXTENDED ACCESS TO HADEN LANE. CRI TICAL AREAS: . DUE TO THE LOT DENSI TY, THE MAJORITY OF THE LAND DISTURBANCE ACTI V177ES ARE ASSOCIATED W17H THE ROAD CONS7RUCRON, LOT GRADING, AND BIORE7FAIRON AREA CONSTRUCTION. 774E CRI TICAL SLOPES WI THIN 7HE LIMITS OF THE PROJECT WILL BE CAREFULL Y DISTURBED DURING 774E CONS7RUCRON OF BROOK VIEW ROAD AND THE BIORE7EN77ON AREAS EROSION CONTROL MATS MAY NEED TO BE INSTALLED /N CERTAIN AREAS TO REDUCE EROSION OF THE STEEP SLOPES WHILE VEGETA77ON /S BEING ESTABLISHED. IN ADDITION, SPECIAL A77EN77ON NEEDS TO BE GIVEN TO THE FLOOD PLAIN AREA AND S7REAM BUFFERS W THIN 774E PROJECT LIMITS. NO CONS7RUCRON AC77VITY IS TO OCCUR WITHIN THESE AREAS, WITH THE EXCEP77ON OF URLI TY INSTALLATION. EROSION CON7ROL MEASURES SHALL BE USED DURING THE INSTALLA77ON TO PROTECT THE SURROUNDING AREAS THE EXIS77NG TREES OUTSIDE THE PROJECT ARE TO BE PRESERVED AS SPECIFIED /N THE CONS 7R000N PLANS, SPECIAL ATTENTION NEEDS TO BE GIVEN TO PRESERVING 7HEEXIS77NG WOODED AREA. SEQUMCE F 1. NO77FY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A PRE -CONSTRUCTION MEETING AS REQUIRED. 2. FLAG TIE CLEARING LIMITS AND WOODED AREA THAT IS TO REMAIN. 3, NO EROSION CONTROL MEASURES MAY BE REMOVED DURING 774E CONS7RUC77ON PROCESS WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT. 4. INSTALL CONSTRUCRON ENTRANCES IF, AND WHEN, THE APPROVED CONSTRUCTION EN7RANCES FOR OLD 7RAX DRIVE HAVE BEEN REMOVED INSTALL THE CONSTRUCTION ENTRANCES AS SHOWN WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE 7RANSPORT OF SEDIMENT 8Y (VEHICULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED 7HOR000HL Y A T THE END OF EACH DA Y. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY WASHING CONTROL DISPOSAL AREA. STREET SHALL BE .ALLOWED ONL Y AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS' AS WELL AS TO LARGER LAND DISTURBING ACRVI RES. STANDARD AND SPEC. 3.02 /S ADEQUATE DUE TO 7HE LACK OF A. VAILABLE WATER TO THE SITE. SHOULD 774E 7EMPORARY CONS7RUCRON ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL FOUND PACKED ONTO THE PUBLIC ROADWAY, THEN A PAVED CONSTRUCTION EN7RANCF, WA TER TANKER TRUCK WITH 2 PRESSURE WASHERS AND A SETTLING AREA MAYBE REQUIRED BY THE EROSION AND SEDIMENT CON7ROL PROGRAM ADMINISTRA TOR. 5. INSTALL THE IN177AL CONSTRUCON MEASURES AS SHOWN ON 774E PHASE I EROSION CON7ROL SHEET. THIS INCLUDES SEDIMENT BASIN #1 & #2, 7EMPORARY DIVERSION LNKES, SILT FENCE, AND SEDIMENT TRAPS #1-#7. ENSURE POS177 VE DRA/NA6 ALONG 774E DIVERSION DIKES /N THE DIRECTION SHOWN ON THE EROSION CONTROL PLAN. SIL T FENCE WITH WIRE BACKING SHALL BE INSTALLED ALONG THE LICKINGHOLE CREEK CLEARING LIMITS AS SHOWN WITH A ROCK WEIR INSTALLED AT 7HE LOW POINTS TO FILTER SEDIMENT LADEN RUNOFF FLOWING FROM THE SILT FENCE BEFORE IT LEAVES THE SITE. SEDIMENT BASIN #1 SHALL FILTER SEDIMENT RESUL77NG FROM THE CLEARING OF WESTERN BALLARD FIELD AND SEDIMENT BASIN #2 SHALL FILTER SEDIMENT FROM 774E DISTURBING OF THE EXIS77NG FARM POND AND EASTERN BALLARD FIELD AS SHOWN ON THE PHASE / EROSION CON7ROL PLAN. THE REMAINING SEDIMENT TRAPS ARE TO FILTER SEDIMENT FROM 774E REMAINING AREAS AS SHOWN. CONTRACTOR MUST INSTALL THE EROSION CON7ROL MEASURES FOR OLD TRAIL DRIVE IF THEY ARE NOT IN PLACE AT 774E START OF CONS7RUCTION WITH THE DIVERSION DIKE INSTALLED AS SHOWN TO DIVERT SEDIMENT LADEN RUNOFF CON IRA CTOR TO REMAIN W/THING THE LIMITS OF DISURBANCE DURING THE ENTIRE CONS7RUC770N PROCESS SEDIMENT BASINS AND ]RAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND 07HER MEASURES IN7ENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP /N ANY LAND DISTURBING AC77WTY AND SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. CLEAR AND GRUB THE ROAD, AFTER THE PROPER EROSION CONTROL MEASURES HA VE BEEN INSTALLED. STABILIZA 77ON MEASURES SHALL BE APPLIED TO EARTHEN S77?UC7URES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIA TEL Y AFTER INSTALLA TION. 7 ROUGH GRADE THE ROADS PER THE GRADING & DRAINAGE PLAN AND INSTALL THE STORM SEWER PIPES WITH CULVERT INLET PRO TEC 77ON AND INTERMEDIA 7F INLET PR07EC77ON PRIOR TO INSTALLA77ON OF INLETS AS SHOWN ON THE PHASE N EROSION CON7ROL PLAN. AS TIE DRAINAGE PATTERN /S CHANGED TO REFLECT ULTIMATE CONDITIONS, REMOVE SEDIMENT BASIN #1 & #2 AND SEDIMENT TRAPS #2-#7 DOWNSTREAM UPON APPROVAL BY THE COUNTY ENGINEER. AFTER THE SITF IS ROUGH GRADED AND THE STORM SEWER PIPES HAVE BEEN INSTALLED, INSTALL INLETS AND INLET PRO EC77ON AS SHOWN KEEPING CULVERT INLET PRIECRON AROUND INLETS WHERE SHOWN ON THE PHASE II EROSION CONTROL PLAN TO FILTER SEDIMENT LADEN RUNOFF AFTER BASINS AND TRAPS ARE REMOVED. INE PROPOSED ON-SITE POND SHALL BE USED AS SEDIMENT BASIN #3 AS SHOWN ON THE PHASE It EROSION CON7ROL PLAN ONCE 774E SI7E HAS BEEN ROUGH GRADED AND THE STORM SEWER SYSTEM IS OPERATIONAL. INSTALL BIORE7ENRON AREAS AS A FINAL EROSION CON7ROL MEASURE BEFORE I T LEA VES THE SI TE. & FINE GRADE, INSTALL CURB & GU77ER, INSTALL SIDEWALKS, SEED, AND FER77LIZE0 THE DENUDED AREAS. 9. PERMANENT OR 7EMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DA YS AFTER FINAL GRADE /S REACHED ON ANY POR77ON OF THESITE. 7EMPORARY SOIL STABILIZA77ON SHALL BE APPLIED WI7HIN SEVEN DAYS TO DENUDED AREAS THA TMA Y NOT BEA T FINAL GRADE BUT WILL REMAIN DORMANT S (UNDISTURBED) FOR LONGER 7HAN 30 DAYS PERMANENT STAB/L/ZA77ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. ONCE THE SI7F /S STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, REMOVE SEDIMENT TRAP #1 AND OTHER EROSION CONTROL MEASURES CLEAN OUT THE BIO-RE7FN77ON AREAS AND CONVERT THEM INTO A FUNCTIONAL FILTER SYS7EM ACCORDING TO THE DETAILS AS SHOWN ON THE STORMWA IFR MANAGEMENT PAGE. CLEAN OUT THE SEDIMENT BASIN #3 THIS BASIN SHALL REMAIN AS A PERMANENT STRUCTURE TO PROVIDE DETENTION FOR THE PROJECT. 11. MAINTAIN ALL EROSION CON7ROL MEASURES AS SPECIFIED /N 774E VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH 774E VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 12. ALL 7EMPORARY EROSION AND SEDIMENT CON7ROL MEASURES SHALL BE REMOVED W/774/N 30 DAYS AFTER FINAL S/7E STABILIZA77ON OR AFTER THE 7EMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINIS7RATOR. ]RAPPED SEDIMENT AND 774E DISTURBED SOIL AREAS RESUL77NG FROM THE DISPOS177ON OF 7EMPORARY MEASURES SHALL BE PERMANENTL Y STABILIZED TO PREVENT FUTHER EROSION AND SEDIMENTA TION. PERMANENT STABILIZA TION: AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SI7E WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH LIME - 2 TONS/ACRE FER77LIZER - 600 LBS./ACRE OF 15-30-15 SEED - ERNST 5311 CONSER VA 77ON SEED MIX - ERNMX--114 (45 LBS./ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS/ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS/ACRE PARK KENTUCKY BLUEGRASS, 15 LBS./ACRE ANNUAL RYEGRASS & 15 LBS (ACRE PLEASURE PERENNIAL RYEGRASS) OR ACCEPTABLE ALTERNATE AFTER 7HESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS ALBEMARLE COUNTY NOTES FOR EROSION CONTROL (CONT. ES -7.• ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING AC77VI77ES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEW47FRING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED WATER F10FRING DEVICE. ES -9: THE CON7RACTOR SHALL INSPECT ALL EROSION CON7ROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIA TEL Y MAINTENANCE: IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC AT7ENRON WILL BE GIVEN TO THE FOLLOWING I7EMS: A. SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CON7ROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SUIT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO THE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. STORM WA TER RUN-OFF CONSIDERATIONS., THE CONS7RUCRON OF THIS PROJECT WILL HAVE AN EFFECT IN PEAK RUN-OFF RATES. THE IMPERIOUS AREA /S BEING INCREASED DUE TO THE CONSTRUCTION OF THE ROAD AND HOUSES, HOWEVER, 7H/S THIS PROJECT WILL BE PRESERVERING A LARGE POR77ON OF OPEN SPACE. IN ADDITION, 774E PONDS AND BIO-RE7FN7RON AREAS 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. SOIL DESCRIPTION 59 - BEL VOIR'-LOAM-29- TO 79- SLOPES. THIS SOIL IS DEEP, GENTLY SLOPING, SOMEWHAT POORLY' DRAINED ON SADDLES, IN DEPRESSIONS, ON FOOT SLOPES, AND ALONG SMALL DRAINAGEWAYS. AREAS OF 7HIS SOIL ARE ELONGATED, IRREGULARLY OVAL, OR RECTANGLE. THEY RANGE FROM 3 TO ABOUT 20 ACRES. THE SURFACE LAYER OF THE SOIL IS DARK GRAYISH BROWN LOAM ABOUT 12 INCHES THICK. PERMEABILITY OF THIS SOIL IS SLOW„ AND A VAILABLE WA IFR CAPACITY IS MODERA 7F SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE: 56B - MEADOWVILLE-LOAM-27* TO 79- SLOPES THIS SOIL IS DEEP, GENTLY SLOPING, WELL DRAINED TO MODERATELY WELL DRAINED SOIL ON FOO TSLOPES, IN DEPRESSIONS, AND ALONG SMALL DRAINAGEWA YS. MOST AREAS OF THIS SOIL ARE LONG AND WINDING THEY RANGE FROM 3 TO A70UT 15 ACRES THE SURFACE LAYER OF THIS SOIL IS DARK BROWN LOAM ABOUT 14 INCH.E13 THICK, PERMEABILITY IS MODERATE TO MODERATELY RAPID, AND AVAILABLE WA7ER CAPAC/TY IS HIGH. SURFACE RUNOFF /S MEDIUM. THE HAZARD OF EROSION IS MODERA TE 25B - DYKE- SILT LOAM- ,21w. TO 77. SLOPES THIS SOIL IS DEEP, GEN 7LY SLOPING, WELL DRAINED) SOIL ONBlOAD, CO NVEX FOOT SLOPES AND COLLUVIAL FANS. SLOPES ARE SMOOTH' AND ABOUT .300 TO 1000 FEET LONG. AREAS OF 77-I/S SOIL ARE LONG AND WIDE. THEY RANGE FROM 5 t G ABOUT 30 ACRES. THE SURFACE LAYER OF THIS SOIL IS DARK REDDISH BROWN SILTLOAM ABOUT 8 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARL' MODERA lE. SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERA 7E 7HIS SOIL HAS GOOD TIL TH. 7B - BRADDOCK-LOAM-2q TO 79 SLOPES 77 -IIS SOIL IS DEEP, GENTLY SLOPING, AND WELL DRAINED. IT IS ON NARROW TO BROAD CONVEX RIDGETOPS. AREAS OF THIS SOIL ARE 100 TO 500 FEET WIDE AND ARE ELONGATED ALONG 774E RIDGE OR ARE HIGH VARIABLE IN SHAPE. THEY RANGE FROM ABOUT 10 TO 25 ACRES THE SURFACE LAYER OF THIS SOIL IS BROWN LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MOIDERATE. SUR7ACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE AND THE SOIL HAS FAIR TIL 7H. 8C3 - BRADDOOCK-CLAY LOAM- 790 TO 157- SLOPES THIS SOIL IS DEEP, S7RONGL Y SLOPING, WELL DRAINED ON NARROW CONVEX RIDGETOPS AND MEDIUM TO SHORT SIDE SLOPES. AREAS OF THIS SOIL ARE 100 TO 400 FEET WIDE AND ARE IRREGULARY ELONGATED ALONG THE RIDGE. THEY RANGE FROM ABOUT 10 TO 20 ACRES THE SURFACE LAYER OF THIS SOIL IS )YELLOWISH RED CLA Y LOAM ABOUT 4 INCHES THICK, PERMEABILI TY AND AVAILABILE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 36C - HAYESVIILLE-LOAM- 79 TO 159' SLOPES THIS SOIL IS DEEP, WELL DRAINED, AND S7RONLG SLOPING. ITIS ON NARROW CONVEX RIDGETOPS AND SIDE SLOPES. SLOPES ARE SMa07H AND ABOUT 200 TO 600 FEET LONG. AREAS OF THIS SOIL ARE LONG AND WINDING. THEY RANGE FROM 5 TO ABOUT 50 ACRES THE SURFACE LA YER OF THE SOIL IS BROWIN AND STRONG BROWN ABOUT 7 INCHES 7HICK. PERMEABILITY AND AVAILABLE WATER C,'APACI TY ARE MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVEA?E. THE SOIL HAS GOOD 17LTH. 37D3 -HA YES VIILLE- CLA Y LOAM -15.o TO 259- SLOPES, SEVEREL Y ERODED. THIS SOIL IS DEEP, WELL DRAINED, AND MODERA TEL Y STEEP. IT IS ON SIDE SLOPES THAT BORDER SMALL DRA/NAGEWA YS SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG. AREAS OF THIS SOUL ARE LONG AND WINDING THEY RANGE FROM 3 TO ABOUT 20 ACRES 2683 -DYKE-CILAYLOAM-29- TO 77- SLOPES, SEVERELYERODED. THIS DEEP, GENTLY SLOPING; WELL DRAINED SOIL IS ON BROAD CONVEX SIDE SLOPES OF COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 100 TO 500 FEET LONG, AREAS OF THIS SOIL ARE LONG AND NARROW(. THEY RANGE FROM 5 TO ABOUT 15 ACRES THE SURFACE OF 7H/S SOIL /S DARK RED CLAY LOAM ABOUT 4 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE: THE SURFACE LAYER IS FIRM, AND RLTH IS FAIR. 26C3 -DYKE-CILAY LOAM -79 TO 159' SLOPES, SEVERELY ERODED. THIS DEEP STRONGLY SLOPING;, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF COLLUVIAL FANS SLOPES' ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG. AREAS OF THIS SOIL ARE LONG AND NARROW.! THEY RANGE FROM 5 TO ABOUT 30 ACRES. ALBEMARLE COUNTY NOTES FOR ERASION CONTROL (CONT.) ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETA77VE AND STRUCTURAL EROS/0/VI AND SEDIMENT CONTROL PRAC77CES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA77ONS OF THE VIRGINIA_ EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA77ONS VR 625-02-00 EROSION AND SEDIMENI T CON7ROL REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PRIOR TO THE PRE-CONS7RUC770N CONFERENCE, ONE WEEK PRIOR TO THE COAWMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3.• ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TiO OR AS THE FIRST S7EP IN CLEARING. ES -4: A COPY' OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SI TE AT ALL 77MES, ES -5: PRIOR 710 COMMENCING LAND DISTURBING AC77VI77ES IN AREAS OTHER THAN /NIDICA TED ON THESE PLANS (INCLUDING BUT NOT L/M17ED TO, OFF-SI77E BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REWEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6: THE CON7RACTOR IS RESPONSIBLE FOR INSTALLA77ON OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSIONf AND SEDIMENTATION AS DETERMINED BY 7HE PLAN APPROVIING AUTHORITY. SP -02-16 OLD TRAIL GOLF CLUB (FORMERL Y BUCKS ELBOW GOLF CLUB AMENDMENT (SIGN ,44 76, 93): TAX MAP 56, PARCEL 14 774E ALBEMARLE COUNTY ,BOARD OF SUPERVISORS, A T I T'S MEETING ON MARCH 5, 2003, BY A V07E OF 5: 0, APPROVED 7HEABOVE-NOTED REQUEST. PLEASE N07F THAT THIS APPROVAL IS SUBJECT TO THE FOLLOWING CONDITIONS; 1. THE FACILITY SHALL BE IN GENERAL ACCORD WITH THE PLAN 77TLES "OLD TRAILS GOLF CLUB" PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. DATED OCTOBER 21, 2002, AND REVISED DECEMBER 16, 2002, SUBJECT TO THESE COND177ONS 2. THE APPLICANT SHALL CONS7RUCT A ROAD TO SERVE 774E GOLF COURSE, BUILT TO PUBLIC ROAD STANDARDS AND RUNNING FROM ROU7E' 250 TO THE PROPERTY LINE AT THE NORTHERN EDGE OF TAX MAP 56, PARCEL 14. THE ROAD SHALL FOLLOW AN ALIGNMENT CONSISTENT WITH 774E CROZET MASTER PLAN, ONCE ADOPTED. J. PRIVATE CLUB MEMBERSHIPS SHALL NOT BE REQUIRED FOR ACCESS TO OR PLAY ON THE COURSE. 4. 7IERE SHALL BE NO OUTDOOR LIGHTING OF 7HE COURSE OR OF THE PRAC77CE AREA/DRIVING RANGE. 5. NO NEW RESIDENTIAL (DEVELOPMENT SHALL BE PERMITTED WITHIN THE "LIMITS OF GOLF COURSE INDICATED ON THE PLAN 77TLED "OLG) TRAILS GOLF CLUB'; PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. AND DATED OCTOBER 21, 2002, AND REVISED DECEMBER 16,2002. 6. THE EXIS77NG HOUSE (KNOWN AS MOUNTAIN VIEW SHALL NOT BE DEMOLISHED. Z 774E CLUBHOUSE, RES 1ROOM BUILDING, AND MAINTENANCE FACILITY SHALL BE LOCATED WITHIN THE ALBEMARLE COUNTY SERVICE AU77NOR/TY JUR/SDIC77ONAL AREA. 8. NO PORTION OF ANY S7RUCTURE, EXCLUDING SIGNS, SHALL BE LOCA IED CLOSER THAN FIFTY (50) FEET TO ANY RESIDEN77AL OR RURAL DISTRICT. NO PARKING AREA OR LOADING SPACE SHALL BE LOCATED CLOSER THAN TWENTY (20) FEET TO ANY RESIDENTIAL OR RURAL DIS77?lCT. 9. ALL LANDSCAPING AROUND THE CLUBHOUSE, RES7RO0M BUILDING, MA/N7ENANCE FACILITY, PARKING AREA AND OTHER FACILITIES SHALL INCLUDE ONLY NA77VE PLANTS IDENTIFIED /N 774E BROCHURE "NATIVE PLANTS FOR CONSERVA TION, RESTORA IRON, AND LANDSCAPING. PIEDMONT PLA ]EAU, " PUBLISHED BY THE VIRGINIA DEPARTMENT OF CONSERVA TION & RECREA TION. 10. VEGETA7FD AREAS O)F 774E FACILITY OUTSIDE INE TEES, GREENS, FAIRWAYS, ROUGHS, CART PATHS, AND ACCESS ROAD SHALL REMAIN TIN THEIR CURRENT STATE (IF WOODED) OR BE REVEGETA TED AND MAINTAINED IN NA77VE PLAN SPECIES. THESE SPECIES SHALL BE SELECTED FROM THE BROCHURE "NATIVE PLANTS FOR CONSERVATION, RESTORATION, AND LANDSCAPING: PIEDMONT PLA7FAU" AND/OR "NATIVE PLANTS FOR CONSERVATION, RES TORARON, AND LANDSCAPING. RIPARIAN FOREST BUFFERS, " PUBLISHED BY THE VIRGINIA DEPARTMENT OF CONSERVA77ON & RECREATION. SPECIES IDEN77FIED IN THE "RIPARIAN FOREST BUFFERS" BROCHURE AS BEING NA77VE. ONLY TO 774E COASTAL PLAIN REGION SHALL NOT BE USED. MANAGEMENT OF THESE AREAS SHALL MAINTAIN 7HEM IN NA77VE PLANT SPECIES. NON-NA77VE PLANT SPECIES SHALL BE DILIGENTLY REMOVED FROM THESE AREAS THE APPLICANT SHALL SUBMIT A LETTER FROM 774E 77-IOMAS JEFFERSON SOIL & WATER CONSERVA770N/ DIS 7RICT STA77NG THAT THESE PLAN77NGS REQUIRED IN HAVE BEEN ESTABLISHED TO THE DISTRICT'S SA TISFA C 770N. 11. 774E APPLICANT, UPON 774E REQUEST OF THE COUNTY, SHALL PROVIDE VERIFICATION TO 774E SA77SFAC77ON OF THE DIRECTOR OF PLANVNING AND COMMUNITY DEVELOPMENT INAT THE SITE /S IN COMPLIANCE WITH THE SPECIFICA 77ONS CONTAINED IN COND177ONS 9 AND 10 REGARDING 774E LANDSCAPING PLAN. 12. STREAM BUFFERS IN PASTURE AT 7HE DATE OF THIS APPROVAL SHALL BE REVEGETA TED IN ACCORDANCE WI7H 774E SCHEMA 77C 777LED "MINIMUM STANDARD FOR HOLE CROSSINGS IN THE EXIS77NG PASTURE AREAS" DA TED JANUARY 15, 2003, AAVD PREPARED BY JERR b .k'AA41S. THE DESIGN OF THE S7REAM CROSSING ON HOLE TWELVE (12) SHALL BE DEEMED TO BE IN GENERAL ACCORD WITH THE PLAN 77TLES "OLD TRAILS GOLF CLUB" PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC., DATED OCTOBER 21, 2002 AND REVISED DECEMBER 16, 2002, AND SHALL USE A MINIMAL SIGHT LINE SUBJECT TO A U177GA77ON PLAN TO BE APPROVED BY THE DEPAR7MENT OF ENGINEERING AND PUBLIC WORKS 13. IRRIGA77ON WATER FOR THE GOLF COURSE SHALL COME ONLY FROM SURFACE WATER IMPOUNDED ON EXIS77NG PONDS ON THE SITE. 14. THE DAMS AND OUTLET STRUCTURES ON THE TWO (2) PONDS ON INE SIZE SHALL BE REPAIRED AND UPGRADED TO 7HE SATISFACTION OF THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS. 15. THE COURSE SHALL SECURE DEPARTMENT ff ENGINEERING AND PUBLIC WORKS APPROVAL OF A NATURAL RESOURCES MANAGMENT PLAN. THIS PLAN SMALL ADDRESS WILDLIFE CONSERVA77ON AND HABITAT ENFORCEMENT, WASTE REDUCTION, AND MANAGEMENT (INCLUDING HAZARDOUS MATERIAL STORAGE AND SPILL CONTAINMENT), ENERGY EFFICIENCY, WATER CONSERVA77ON (INCLUDING WATER -USE REPOR77NG AND EFFORTS TO PR07ECT S77?EAMFLOW IN SLABTOWN BRANCH), WATER QUALITY MANAGEMENT (INCLUDING RUNOFF MANAGEMENT FOR THE CLUBHOUSE AREA, MONITORING ANO REPOR77NG,) AND INTEGRATED PEST MANAGEMENT. THE APPLICANT, UPON 774E REQUEST OF THE COUNTY, SHALL PROVIDE VERIFICA77ON TO THE SATISFACTION OF THE DIRECTOR OF ENGINEEP?ING AND PUBLIC WORKS THAT THE SITE IS IN COMPLIANCE Wl7N THE SPECIFICA 77ONS CONTAINED IN THE PLAIN. 16. GRADING SHALL BE CARRIED OUT IN GENERAL ACCORD WITH THE CONCEPTUAL GRADING PLAN 777LED PRELIMINARY GRADING PLAN," PREPARED BY GENE BA TES GOLF DESIGN, AND DATED JANUARY 9, 2003. 17. CART-PA771 STREAM CROSSINGS SHALL BE BUILT IN GENERAL ACCORD WITH THE DRAWINGS 777LES "WOODEN CAR TWA Y CROSSING PLAN" AND "WOODEN CAR TWA Y CROSSING ELEVATION." 18. NEITHER THE GREEN FOR HOLE FOURTEEN (14) NOR THE TEE BOXES FOR HOLE FIFTEEN (15) SHALL BE LOCATED LESS THAN TWENTY -Fr VE (25) FEET FROM THE PROPERTY LINE IN THE EVENT THAT THE USE, STRUCTURE OR AC77VITY FOR WHICH THIS SPECIAL USE PERMIT IS ISSUED SHALL NOT BE COMMENCED WITHIN TWENTY --FOUR (24) MONTHS AFTER THE ISSUANCE OF SUCH PERMIT, THE SAME SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED 7HEREUNDER SHALL ]HEREUPON TERMINATE. FOR PURPOSES OF THIS SECRON, 7HE TERM "'COMMENCED" SHALL BE CONSTRUED TO INCLUDE 774E COMMENCEMENT OF CONS 7RUC77ON OF ANY STRUCTURE NECESSARY TO THE USE OF SUCH PERMIT WITHIN TWO (2) YEARS FROM THE DA IF OF ISSUANCE. SP -02-79 OLD TRAIL GOLF CLUB ENTRANCE, • TAX MAP 55, PARCEL 1781 AND 71 AND TAX MAP 56, PARCEL 41 1. ENGINEERING DEPARTIkENT APPROVAL OF COMPUTA77ONS AND PLANS DOCUMENTING CHANGES TO THE FLOODPLAIN. PLANS MUST SHOW FLOODPLAIN LIMITS AND LEVELS BEFORE AND AFTER CONS7RUCRON. ORDINANCE SEC77ONS ;1-30.3.02.2 AND 18-30.3.03.2 ALLOW NO INCREASE /N FLOOD LEVELS; 2. ENGINEERING DEPARTMENT RECEIPT OF COPIES OF FEDERAL AND STATE PERMITS FOR DISTURBANCE OF INE STREAM CHANNEL ANDS ANY ASSOCIATED WETLANDS, INCLUDING CHANGES TO THE FEMA MAPS FOR 774E AREA; J. ENGINEERING DEPART14ENT APPROVAL OF A FINAL M177GA77ON PLAN FOR REPAIR AND ENHANCEMENT OF 7HE STREAM BUFFERS X17--3221 THE MITIGA77ON IS TO FOLLOW 774AT SHOWN ON THE CONCEPTUAL PLANS 777LED "CONCEPTUAL S7REAM IMPACT MI77GA77ON PLAN (LICKINGHOLE CREEK)" AND "CONCEPTUAL STREAM IMPACT MI77GA77ON PLAN (SLABTOWN BRANCH), " DATED 6-05-03, AND 7HE S7REAM-BANK TREATMENT SCHEMA 77C TITLED "ROOT WAD DETAIL" RECEIVED BY THE ENGINEERING DEPARTMENT ON JUNE 9, 2003. THE EXIS77NG LICKINGHOLE CREEK BRIDGE IS INTENDED TO BECOME PART OF THE TRAIL SYSTEM FOR 774E SITE, BUT IMPROVEMENTS OR MODIFICA77ONS TO IT MAY BE PART OF 774E FINAL M177GA77ON PLANS, 4. THE LOCATION AND NATURE OF THE CROSSINGS ARE TO BE AS SHOWN ON SHEETS 3 AND 4 OF THE PRELIMINARY ROAD PLANE DEE TITLED "OLD TRAIL -WESTERN AVENUE (N -S ACCESS ROAD),"DATED 5-10-03. HOWEVER, THE LICKINGHOLE CREEK CROSSING MAY BE A SIMPLE SPAN, OR AND ARCH, WITH ROAD AND FILL ELEVATIONS LOWER THAN THAT SHOWN ON THE PRELIMINARY PLAN. 774E ROAD PROFILE SHOULD BE AS LOW AS REASONABL Y ACHIEVABLE, AND 5. A PLAN SHOWING ALL AREAS TO BE DISTURBED DURING THE CONS7RUCRON OF THE SLABTOWN BRANCH CROSSING SHALL BE SUBMITTED TO 774E PLANNING DEPARTMENT. A PHASE I ARCHAEOLOGICAL SURVEY SHALL BE COMPLETED IN THOSE AREAS, AND APPROPRIAIF M177GA77ON MEASURES SHALL BE CARRIED OUT AS DIRECTED BY PLANNING STAFF, PRIOR TO ISSUANCE OF A GRADING PERMIT FOR THE SLABTOWN BRANCH CROSSING, IN 774E EVENT THAT THE USE, S7RUCTURE OR ACTIVITY FOR WHICH THIS SPECIAL USE PERMIT IS ISSUED SHALL NOT BE COMMENCED WITHIN TWENTY FOUR (24) MONTHS AF7ER THE ISSUANCE OF SUCH PERMIT, THE SAME SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED THEREUNDER SHALL THEREUPON 7ERMINAIF FOR PURPOSES OF THIS SECTION, THE TERM '„COMMENCED" SHALL BE CONS7RUED TO INCLUDE THE COMMENCEMENT OF CONSTRUCTION OF ANY STRUCTURE NECESSARY TO THE USE OF SUCH PERMIT W/7HIN TWO (2) YEARS FROM THE DA 7F OF ISSUANCE. a I s�oTT COS LLINS Z No. 3579 " ,�� SsjONAL i�G1 � EROSIONCONTROL NOTES 1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST CONTACT THE DEPARTMENT OF ENGINEERING ( 296-5861) 48 00 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED z AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION cm O OF THE SITE. J. TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO -1 DENUDED AREAS 7HAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN THIRTY (30) DAYS. 4. DURING CONS7RUCRON OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED _ OR PROTECTED WIN SEDIMENT TRAPPING MEASURES. 3 STABILIZA77ON MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS w N = N 3 17 N. DAMS, DIKES, AND DIVERSIONS IMMEDIA TEL Y AFTER INSTALLA 0 6. EROSION AND SEDIMENT CON7ROL DEVICES SHALL BE CONS7RUC7FD AND INSTALLED Y AS A FIRST S7EP /N ANY LAND -DISTURBING AC7IVITY AND SHALL BE MADE 4) FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 7 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS }+-dni NOT OTHERWISE PERMANENTLY STABILIZED, PERMANENT VEGETA77ON SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE COUNTY ENGINEER OR HIS DESIGNATED AGENT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 8. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE a '�o� E'oE4 FOLLOWING STANDARDS IN ADD177ON TO 07RER APPLICABLE CRITERIA: A) NO MORE THAN 500 LINEAR FEET OF 7RENCH MA Y BE OPENED A T ONE TIME B) EXCA VA TED MA TERIAL SHALL BE PLACED ON THE UPHILL SIDE OF 7RENCHESS, 2 C) EFFLUENT FROM DEWA7ERING OPERA 77ONS SHALL BE FIL7ERED OR PASSED L THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER INA T DOES NOT ADVERSELY AFFECT FLOWING z p co �ceo S7REAMS OR OFF-SITE PROPERTY. U D) RESTABILIZATION SHALL BE /N ACCORDANCE WITH THE ABOVE NOTES 9. ALL APPLICABLE FEDERAL, STA IF, AND LOCAL REGULA 77ONS PERTAINING TO WORKING IN OR CROSSING A LIVE WA 7ERCOURSE SHALL BE MET. 10. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, 40 vl � PROVISIONS SHALL BE MADE TO MINIMIZE 7HE 7RANSPORT OF SEDIMENT BY _ 7RACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS 7RANSPORTED ONTO u w A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE mrn = END OF EACH DAY SEDIMENT SHALL BE REMOVED FROM THE ROADS BY . z SHOVELING OR SWEEPING AND 7RANSPOR7ED TO A DISPOSAL AREA. N 11. I T SHALL BE THE OWNER'S RESPONSIBILI TY TO INSPECT EROSION CONTROL DEVICES ID zc PERIODICALLY AND AFTER EVERY ERODIBLE RAINFALL. ANY NECESSARY REPAIRS � OR CLEAN UP TO MAINTAIN THE EFFEC 77 VENESS OF THE EROSION CON7ROL 1--i -i ,j DEVICES SHALL BE MADE IMMEDIA TEL Y. - 12. ADDI77ONAL EROSION CON7ROL DEVICES MA Y BE REQUIRED BY THE COUNTY OR 0� ENGINEER OR HIS DESIGNATED AGENT IF DEEMED NECESSARY. 13. ALL EROSION CONTROL DEVICES SHALL BE IN PLACE AND FUNC770MAL AT ALL 77MES AND IF REMOVED FOR CONS7RUC77ON PROGRESS, SHALL BE REPLACED BY 4) THE CLOSE OF EACH WORKDA Y 14. FINAL REMOVAL OF EROSION CONTROL DEVICES SHALL NOT OCCUR UN77L THE COUNTY ENGINEER OR HIS DESIGNATED AGENT DEEMS THE SITE STABILIZED. 0 15. ALL EN7RANCES EXCEPT FOR THE APPROVED CONS7RUC77ON ENTRANCE SHALL = w BE BLOCKED IN SUCH A MANNER AS TO NOT ALLOW ACCESS TO THE SITE: 16. TEMPORARY CONSTRUCTION ENTRANCE /S REQUIRED FOR THIS SI7E: STANDARD & SPEC. J. 02 /S ADEQUA TE DUE TO THE LACK OF A VAILABLE WA TER TO 7HE SITE. SHOULD THE TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY 2 OR AN EXCESSIVE AMOUNT OF SOIL FOUND TRACKED ONTO THE PUBLIC ROADWAY, F_ THEN A PAVED CONSTRUCTION ENTRANCE, WA IFR TANKER TRUCK WITH 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY THE EROSION AND SEDIMENT CONTROL PROGRAM ADMINIS7RATOR ai 17 THE DEVELOPER SHALL RESERVE 774E RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO PERMANENT STRUCTURE ALL EROSION AND SEDIMENT CON7ROL MEASURE REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. 1S SHOULD TEMPORARY SEDIMENT STRUCTURES BE CONVERTED TO PERMANENT STORM - o > WATER MANAGEMENT STRUCTURES THEN THE FOLLOWING SHALL OCCUR: LAW A) THE DAM SHALL BE DESIGNED AND CONSTRUCTED PER VIRGINIA DAM SAFETY REQUIREMENTS AND SHALL HAVE A CORE PER COUNTY OF ALBEMARLE a ENGINEERING POLICY QY B) THE RISER AND BARREL PIPES SHALL BE RCP. C) THE SLOPE OF DAM SHALL BE 2.5: 1 OR FLATTER. D) THE OUTLET PROTECTION SHALL BE DESIGNED AS EITHER VDOT EC -1 OR (n 3/.1%04 VESCH STD. & SPEC. 318 OU77-ET PR07EC77ON TAIL WATER DESIGN. E) A GEOTECHNICAL ENGINEERING STUDY SHALL CONSIST OF 1 A SITE INVEST- DRAWN IGA TION, 2) LABORA TORY 7ES77NG AND 3) AN ENGINEERING ANALYSIS THE PURPOSE OF THE LAND DISTURBING AC77VITY /S TO CREATE A SINGLE AND MUL77 FAMILY COMMUNITY WITH FOUR ACCESS ROADS FROM OLD TRAIL DRIVE WINDING THROUGH THE DEVELOPMENT. 7HE SINGLE FAM/L Y LOTS AVERAGE 1/4 ACRE AND THE MULTI -FAMILY LOTS AVERAGE 0.07 ACRES THESE LOTS ARE ACCESSED FROM PUBLIC ROADS SOME OF 7HE LOTS HAVE A SECOND POINT OF ACCESS THROUGH A PRIVATE ALLEY. A STORM SEWER SYSTEM WILL DIVERT RUN-OFF TOA 8I0-RETENT70N AREA LOCATED WITHIN THE LIMITS OF THE PROJECT. THIS PROJECT WILL CONTAIN APROX/MATEL Y 44 ACRES OF LAND DISTURBANCE, EM I ZE CON0177'oNS° AT PRESENT, 7HE MAJORITY OF THE S1 IF /S AN OPEN GRASS FIELD WITH EXIS77NG WOODS ALONG THE BOUNDARYTHERE IS A FARM POND WITHIN THE PROJECT LIMITS 7HE SITE DRAINS TO EITHER HER LICKINGHOLE CREEK OR THE FARM POND WHICH EVENTUALL Y DRAINS TO LICKINGHOLE CREEK. LICKINGHOLE CREEK SERVES AS AN OUTFALL FOR 7HE DRAINAGE FROM THE PROPERTY. THE FLOOD PLAIN FROM LICKINGHOLE CREEK EXTENDS THROUGH MOST OF THE LOW LYING LAND AREA ON THE SIDE. THERE /S A GRAVEYARD SI7E ON THE PROPERTY. DJA ACENT ARS THIS S17E IS ADJACENT TO LICKINGHOLE CREEK LARGE ACRE UNDEVELOPED RESIDEN77AL PROPERTIES. 7HE UNDEVELOPED RESIDEN77AL TRACTS ARE UPSTREAM OF THIS PROPERTY, THEREFORE, DEVELOPMENT OF 7HIS SI7E WILL HAVE NO EFFECT ON THESE TRACTS LICKINGHOLE CREEK MAYBE AFFECTED THE MOST BY THE DEVELOPMENT. EROSION CONTROL MEASURES SUCH AS SEDIMENT TRAPS, BASINS, SILT FENCES, AND DIVERSION DIKES SHALL BE UTILIZED TO CONTAIN THE LAND DISTURBANCE ACTIVITY AND PR07ECT LICKINGHOLE CREEK. OFFSITE AN0 �1/ A�NCE'. THERE WILL BE A SMALL AMOUNT OF OFFSI7E LAND DISTURBANCE AC77VITY ASSOCIATED WITH 7HIS PROJECT WITH THE EXTENDED ACCESS TO HADEN LANE. CRI TICAL AREAS: . DUE TO THE LOT DENSI TY, THE MAJORITY OF THE LAND DISTURBANCE ACTI V177ES ARE ASSOCIATED W17H THE ROAD CONS7RUCRON, LOT GRADING, AND BIORE7FAIRON AREA CONSTRUCTION. 774E CRI TICAL SLOPES WI THIN 7HE LIMITS OF THE PROJECT WILL BE CAREFULL Y DISTURBED DURING 774E CONS7RUCRON OF BROOK VIEW ROAD AND THE BIORE7EN77ON AREAS EROSION CONTROL MATS MAY NEED TO BE INSTALLED /N CERTAIN AREAS TO REDUCE EROSION OF THE STEEP SLOPES WHILE VEGETA77ON /S BEING ESTABLISHED. IN ADDITION, SPECIAL A77EN77ON NEEDS TO BE GIVEN TO THE FLOOD PLAIN AREA AND S7REAM BUFFERS W THIN 774E PROJECT LIMITS. NO CONS7RUCRON AC77VITY IS TO OCCUR WITHIN THESE AREAS, WITH THE EXCEP77ON OF URLI TY INSTALLATION. EROSION CON7ROL MEASURES SHALL BE USED DURING THE INSTALLA77ON TO PROTECT THE SURROUNDING AREAS THE EXIS77NG TREES OUTSIDE THE PROJECT ARE TO BE PRESERVED AS SPECIFIED /N THE CONS 7R000N PLANS, SPECIAL ATTENTION NEEDS TO BE GIVEN TO PRESERVING 7HEEXIS77NG WOODED AREA. SEQUMCE F 1. NO77FY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A PRE -CONSTRUCTION MEETING AS REQUIRED. 2. FLAG TIE CLEARING LIMITS AND WOODED AREA THAT IS TO REMAIN. 3, NO EROSION CONTROL MEASURES MAY BE REMOVED DURING 774E CONS7RUC77ON PROCESS WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT. 4. INSTALL CONSTRUCRON ENTRANCES IF, AND WHEN, THE APPROVED CONSTRUCTION EN7RANCES FOR OLD 7RAX DRIVE HAVE BEEN REMOVED INSTALL THE CONSTRUCTION ENTRANCES AS SHOWN WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE 7RANSPORT OF SEDIMENT 8Y (VEHICULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED 7HOR000HL Y A T THE END OF EACH DA Y. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY WASHING CONTROL DISPOSAL AREA. STREET SHALL BE .ALLOWED ONL Y AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS' AS WELL AS TO LARGER LAND DISTURBING ACRVI RES. STANDARD AND SPEC. 3.02 /S ADEQUATE DUE TO 7HE LACK OF A. VAILABLE WATER TO THE SITE. SHOULD 774E 7EMPORARY CONS7RUCRON ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL FOUND PACKED ONTO THE PUBLIC ROADWAY, THEN A PAVED CONSTRUCTION EN7RANCF, WA TER TANKER TRUCK WITH 2 PRESSURE WASHERS AND A SETTLING AREA MAYBE REQUIRED BY THE EROSION AND SEDIMENT CON7ROL PROGRAM ADMINISTRA TOR. 5. INSTALL THE IN177AL CONSTRUCON MEASURES AS SHOWN ON 774E PHASE I EROSION CON7ROL SHEET. THIS INCLUDES SEDIMENT BASIN #1 & #2, 7EMPORARY DIVERSION LNKES, SILT FENCE, AND SEDIMENT TRAPS #1-#7. ENSURE POS177 VE DRA/NA6 ALONG 774E DIVERSION DIKES /N THE DIRECTION SHOWN ON THE EROSION CONTROL PLAN. SIL T FENCE WITH WIRE BACKING SHALL BE INSTALLED ALONG THE LICKINGHOLE CREEK CLEARING LIMITS AS SHOWN WITH A ROCK WEIR INSTALLED AT 7HE LOW POINTS TO FILTER SEDIMENT LADEN RUNOFF FLOWING FROM THE SILT FENCE BEFORE IT LEAVES THE SITE. SEDIMENT BASIN #1 SHALL FILTER SEDIMENT RESUL77NG FROM THE CLEARING OF WESTERN BALLARD FIELD AND SEDIMENT BASIN #2 SHALL FILTER SEDIMENT FROM 774E DISTURBING OF THE EXIS77NG FARM POND AND EASTERN BALLARD FIELD AS SHOWN ON THE PHASE / EROSION CON7ROL PLAN. THE REMAINING SEDIMENT TRAPS ARE TO FILTER SEDIMENT FROM 774E REMAINING AREAS AS SHOWN. CONTRACTOR MUST INSTALL THE EROSION CON7ROL MEASURES FOR OLD TRAIL DRIVE IF THEY ARE NOT IN PLACE AT 774E START OF CONS7RUCTION WITH THE DIVERSION DIKE INSTALLED AS SHOWN TO DIVERT SEDIMENT LADEN RUNOFF CON IRA CTOR TO REMAIN W/THING THE LIMITS OF DISURBANCE DURING THE ENTIRE CONS7RUC770N PROCESS SEDIMENT BASINS AND ]RAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND 07HER MEASURES IN7ENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP /N ANY LAND DISTURBING AC77WTY AND SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. CLEAR AND GRUB THE ROAD, AFTER THE PROPER EROSION CONTROL MEASURES HA VE BEEN INSTALLED. STABILIZA 77ON MEASURES SHALL BE APPLIED TO EARTHEN S77?UC7URES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIA TEL Y AFTER INSTALLA TION. 7 ROUGH GRADE THE ROADS PER THE GRADING & DRAINAGE PLAN AND INSTALL THE STORM SEWER PIPES WITH CULVERT INLET PRO TEC 77ON AND INTERMEDIA 7F INLET PR07EC77ON PRIOR TO INSTALLA77ON OF INLETS AS SHOWN ON THE PHASE N EROSION CON7ROL PLAN. AS TIE DRAINAGE PATTERN /S CHANGED TO REFLECT ULTIMATE CONDITIONS, REMOVE SEDIMENT BASIN #1 & #2 AND SEDIMENT TRAPS #2-#7 DOWNSTREAM UPON APPROVAL BY THE COUNTY ENGINEER. AFTER THE SITF IS ROUGH GRADED AND THE STORM SEWER PIPES HAVE BEEN INSTALLED, INSTALL INLETS AND INLET PRO EC77ON AS SHOWN KEEPING CULVERT INLET PRIECRON AROUND INLETS WHERE SHOWN ON THE PHASE II EROSION CONTROL PLAN TO FILTER SEDIMENT LADEN RUNOFF AFTER BASINS AND TRAPS ARE REMOVED. INE PROPOSED ON-SITE POND SHALL BE USED AS SEDIMENT BASIN #3 AS SHOWN ON THE PHASE It EROSION CON7ROL PLAN ONCE 774E SI7E HAS BEEN ROUGH GRADED AND THE STORM SEWER SYSTEM IS OPERATIONAL. INSTALL BIORE7ENRON AREAS AS A FINAL EROSION CON7ROL MEASURE BEFORE I T LEA VES THE SI TE. & FINE GRADE, INSTALL CURB & GU77ER, INSTALL SIDEWALKS, SEED, AND FER77LIZE0 THE DENUDED AREAS. 9. PERMANENT OR 7EMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DA YS AFTER FINAL GRADE /S REACHED ON ANY POR77ON OF THESITE. 7EMPORARY SOIL STABILIZA77ON SHALL BE APPLIED WI7HIN SEVEN DAYS TO DENUDED AREAS THA TMA Y NOT BEA T FINAL GRADE BUT WILL REMAIN DORMANT S (UNDISTURBED) FOR LONGER 7HAN 30 DAYS PERMANENT STAB/L/ZA77ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. ONCE THE SI7F /S STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, REMOVE SEDIMENT TRAP #1 AND OTHER EROSION CONTROL MEASURES CLEAN OUT THE BIO-RE7FN77ON AREAS AND CONVERT THEM INTO A FUNCTIONAL FILTER SYS7EM ACCORDING TO THE DETAILS AS SHOWN ON THE STORMWA IFR MANAGEMENT PAGE. CLEAN OUT THE SEDIMENT BASIN #3 THIS BASIN SHALL REMAIN AS A PERMANENT STRUCTURE TO PROVIDE DETENTION FOR THE PROJECT. 11. MAINTAIN ALL EROSION CON7ROL MEASURES AS SPECIFIED /N 774E VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH 774E VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 12. ALL 7EMPORARY EROSION AND SEDIMENT CON7ROL MEASURES SHALL BE REMOVED W/774/N 30 DAYS AFTER FINAL S/7E STABILIZA77ON OR AFTER THE 7EMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINIS7RATOR. ]RAPPED SEDIMENT AND 774E DISTURBED SOIL AREAS RESUL77NG FROM THE DISPOS177ON OF 7EMPORARY MEASURES SHALL BE PERMANENTL Y STABILIZED TO PREVENT FUTHER EROSION AND SEDIMENTA TION. PERMANENT STABILIZA TION: AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SI7E WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH LIME - 2 TONS/ACRE FER77LIZER - 600 LBS./ACRE OF 15-30-15 SEED - ERNST 5311 CONSER VA 77ON SEED MIX - ERNMX--114 (45 LBS./ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS/ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS/ACRE PARK KENTUCKY BLUEGRASS, 15 LBS./ACRE ANNUAL RYEGRASS & 15 LBS (ACRE PLEASURE PERENNIAL RYEGRASS) OR ACCEPTABLE ALTERNATE AFTER 7HESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS ALBEMARLE COUNTY NOTES FOR EROSION CONTROL (CONT. ES -7.• ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING AC77VI77ES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEW47FRING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED WATER F10FRING DEVICE. ES -9: THE CON7RACTOR SHALL INSPECT ALL EROSION CON7ROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIA TEL Y MAINTENANCE: IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC AT7ENRON WILL BE GIVEN TO THE FOLLOWING I7EMS: A. SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CON7ROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SUIT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO THE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. STORM WA TER RUN-OFF CONSIDERATIONS., THE CONS7RUCRON OF THIS PROJECT WILL HAVE AN EFFECT IN PEAK RUN-OFF RATES. THE IMPERIOUS AREA /S BEING INCREASED DUE TO THE CONSTRUCTION OF THE ROAD AND HOUSES, HOWEVER, 7H/S THIS PROJECT WILL BE PRESERVERING A LARGE POR77ON OF OPEN SPACE. IN ADDITION, 774E PONDS AND BIO-RE7FN7RON AREAS 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. SOIL DESCRIPTION 59 - BEL VOIR'-LOAM-29- TO 79- SLOPES. THIS SOIL IS DEEP, GENTLY SLOPING, SOMEWHAT POORLY' DRAINED ON SADDLES, IN DEPRESSIONS, ON FOOT SLOPES, AND ALONG SMALL DRAINAGEWAYS. AREAS OF 7HIS SOIL ARE ELONGATED, IRREGULARLY OVAL, OR RECTANGLE. THEY RANGE FROM 3 TO ABOUT 20 ACRES. THE SURFACE LAYER OF THE SOIL IS DARK GRAYISH BROWN LOAM ABOUT 12 INCHES THICK. PERMEABILITY OF THIS SOIL IS SLOW„ AND A VAILABLE WA IFR CAPACITY IS MODERA 7F SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE: 56B - MEADOWVILLE-LOAM-27* TO 79- SLOPES THIS SOIL IS DEEP, GENTLY SLOPING, WELL DRAINED TO MODERATELY WELL DRAINED SOIL ON FOO TSLOPES, IN DEPRESSIONS, AND ALONG SMALL DRAINAGEWA YS. MOST AREAS OF THIS SOIL ARE LONG AND WINDING THEY RANGE FROM 3 TO A70UT 15 ACRES THE SURFACE LAYER OF THIS SOIL IS DARK BROWN LOAM ABOUT 14 INCH.E13 THICK, PERMEABILITY IS MODERATE TO MODERATELY RAPID, AND AVAILABLE WA7ER CAPAC/TY IS HIGH. SURFACE RUNOFF /S MEDIUM. THE HAZARD OF EROSION IS MODERA TE 25B - DYKE- SILT LOAM- ,21w. TO 77. SLOPES THIS SOIL IS DEEP, GEN 7LY SLOPING, WELL DRAINED) SOIL ONBlOAD, CO NVEX FOOT SLOPES AND COLLUVIAL FANS. SLOPES ARE SMOOTH' AND ABOUT .300 TO 1000 FEET LONG. AREAS OF 77-I/S SOIL ARE LONG AND WIDE. THEY RANGE FROM 5 t G ABOUT 30 ACRES. THE SURFACE LAYER OF THIS SOIL IS DARK REDDISH BROWN SILTLOAM ABOUT 8 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARL' MODERA lE. SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERA 7E 7HIS SOIL HAS GOOD TIL TH. 7B - BRADDOCK-LOAM-2q TO 79 SLOPES 77 -IIS SOIL IS DEEP, GENTLY SLOPING, AND WELL DRAINED. IT IS ON NARROW TO BROAD CONVEX RIDGETOPS. AREAS OF THIS SOIL ARE 100 TO 500 FEET WIDE AND ARE ELONGATED ALONG 774E RIDGE OR ARE HIGH VARIABLE IN SHAPE. THEY RANGE FROM ABOUT 10 TO 25 ACRES THE SURFACE LAYER OF THIS SOIL IS BROWN LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MOIDERATE. SUR7ACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE AND THE SOIL HAS FAIR TIL 7H. 8C3 - BRADDOOCK-CLAY LOAM- 790 TO 157- SLOPES THIS SOIL IS DEEP, S7RONGL Y SLOPING, WELL DRAINED ON NARROW CONVEX RIDGETOPS AND MEDIUM TO SHORT SIDE SLOPES. AREAS OF THIS SOIL ARE 100 TO 400 FEET WIDE AND ARE IRREGULARY ELONGATED ALONG THE RIDGE. THEY RANGE FROM ABOUT 10 TO 20 ACRES THE SURFACE LAYER OF THIS SOIL IS )YELLOWISH RED CLA Y LOAM ABOUT 4 INCHES THICK, PERMEABILI TY AND AVAILABILE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 36C - HAYESVIILLE-LOAM- 79 TO 159' SLOPES THIS SOIL IS DEEP, WELL DRAINED, AND S7RONLG SLOPING. ITIS ON NARROW CONVEX RIDGETOPS AND SIDE SLOPES. SLOPES ARE SMa07H AND ABOUT 200 TO 600 FEET LONG. AREAS OF THIS SOIL ARE LONG AND WINDING. THEY RANGE FROM 5 TO ABOUT 50 ACRES THE SURFACE LA YER OF THE SOIL IS BROWIN AND STRONG BROWN ABOUT 7 INCHES 7HICK. PERMEABILITY AND AVAILABLE WATER C,'APACI TY ARE MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVEA?E. THE SOIL HAS GOOD 17LTH. 37D3 -HA YES VIILLE- CLA Y LOAM -15.o TO 259- SLOPES, SEVEREL Y ERODED. THIS SOIL IS DEEP, WELL DRAINED, AND MODERA TEL Y STEEP. IT IS ON SIDE SLOPES THAT BORDER SMALL DRA/NAGEWA YS SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG. AREAS OF THIS SOUL ARE LONG AND WINDING THEY RANGE FROM 3 TO ABOUT 20 ACRES 2683 -DYKE-CILAYLOAM-29- TO 77- SLOPES, SEVERELYERODED. THIS DEEP, GENTLY SLOPING; WELL DRAINED SOIL IS ON BROAD CONVEX SIDE SLOPES OF COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 100 TO 500 FEET LONG, AREAS OF THIS SOIL ARE LONG AND NARROW(. THEY RANGE FROM 5 TO ABOUT 15 ACRES THE SURFACE OF 7H/S SOIL /S DARK RED CLAY LOAM ABOUT 4 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE: THE SURFACE LAYER IS FIRM, AND RLTH IS FAIR. 26C3 -DYKE-CILAY LOAM -79 TO 159' SLOPES, SEVERELY ERODED. THIS DEEP STRONGLY SLOPING;, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF COLLUVIAL FANS SLOPES' ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG. AREAS OF THIS SOIL ARE LONG AND NARROW.! THEY RANGE FROM 5 TO ABOUT 30 ACRES. ALBEMARLE COUNTY NOTES FOR ERASION CONTROL (CONT.) ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETA77VE AND STRUCTURAL EROS/0/VI AND SEDIMENT CONTROL PRAC77CES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA77ONS OF THE VIRGINIA_ EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA77ONS VR 625-02-00 EROSION AND SEDIMENI T CON7ROL REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PRIOR TO THE PRE-CONS7RUC770N CONFERENCE, ONE WEEK PRIOR TO THE COAWMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3.• ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TiO OR AS THE FIRST S7EP IN CLEARING. ES -4: A COPY' OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SI TE AT ALL 77MES, ES -5: PRIOR 710 COMMENCING LAND DISTURBING AC77VI77ES IN AREAS OTHER THAN /NIDICA TED ON THESE PLANS (INCLUDING BUT NOT L/M17ED TO, OFF-SI77E BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REWEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6: THE CON7RACTOR IS RESPONSIBLE FOR INSTALLA77ON OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSIONf AND SEDIMENTATION AS DETERMINED BY 7HE PLAN APPROVIING AUTHORITY. SP -02-16 OLD TRAIL GOLF CLUB (FORMERL Y BUCKS ELBOW GOLF CLUB AMENDMENT (SIGN ,44 76, 93): TAX MAP 56, PARCEL 14 774E ALBEMARLE COUNTY ,BOARD OF SUPERVISORS, A T I T'S MEETING ON MARCH 5, 2003, BY A V07E OF 5: 0, APPROVED 7HEABOVE-NOTED REQUEST. PLEASE N07F THAT THIS APPROVAL IS SUBJECT TO THE FOLLOWING CONDITIONS; 1. THE FACILITY SHALL BE IN GENERAL ACCORD WITH THE PLAN 77TLES "OLD TRAILS GOLF CLUB" PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. DATED OCTOBER 21, 2002, AND REVISED DECEMBER 16, 2002, SUBJECT TO THESE COND177ONS 2. THE APPLICANT SHALL CONS7RUCT A ROAD TO SERVE 774E GOLF COURSE, BUILT TO PUBLIC ROAD STANDARDS AND RUNNING FROM ROU7E' 250 TO THE PROPERTY LINE AT THE NORTHERN EDGE OF TAX MAP 56, PARCEL 14. THE ROAD SHALL FOLLOW AN ALIGNMENT CONSISTENT WITH 774E CROZET MASTER PLAN, ONCE ADOPTED. J. PRIVATE CLUB MEMBERSHIPS SHALL NOT BE REQUIRED FOR ACCESS TO OR PLAY ON THE COURSE. 4. 7IERE SHALL BE NO OUTDOOR LIGHTING OF 7HE COURSE OR OF THE PRAC77CE AREA/DRIVING RANGE. 5. NO NEW RESIDENTIAL (DEVELOPMENT SHALL BE PERMITTED WITHIN THE "LIMITS OF GOLF COURSE INDICATED ON THE PLAN 77TLED "OLG) TRAILS GOLF CLUB'; PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. AND DATED OCTOBER 21, 2002, AND REVISED DECEMBER 16,2002. 6. THE EXIS77NG HOUSE (KNOWN AS MOUNTAIN VIEW SHALL NOT BE DEMOLISHED. Z 774E CLUBHOUSE, RES 1ROOM BUILDING, AND MAINTENANCE FACILITY SHALL BE LOCATED WITHIN THE ALBEMARLE COUNTY SERVICE AU77NOR/TY JUR/SDIC77ONAL AREA. 8. NO PORTION OF ANY S7RUCTURE, EXCLUDING SIGNS, SHALL BE LOCA IED CLOSER THAN FIFTY (50) FEET TO ANY RESIDEN77AL OR RURAL DISTRICT. NO PARKING AREA OR LOADING SPACE SHALL BE LOCATED CLOSER THAN TWENTY (20) FEET TO ANY RESIDENTIAL OR RURAL DIS77?lCT. 9. ALL LANDSCAPING AROUND THE CLUBHOUSE, RES7RO0M BUILDING, MA/N7ENANCE FACILITY, PARKING AREA AND OTHER FACILITIES SHALL INCLUDE ONLY NA77VE PLANTS IDENTIFIED /N 774E BROCHURE "NATIVE PLANTS FOR CONSERVA TION, RESTORA IRON, AND LANDSCAPING. PIEDMONT PLA ]EAU, " PUBLISHED BY THE VIRGINIA DEPARTMENT OF CONSERVA TION & RECREA TION. 10. VEGETA7FD AREAS O)F 774E FACILITY OUTSIDE INE TEES, GREENS, FAIRWAYS, ROUGHS, CART PATHS, AND ACCESS ROAD SHALL REMAIN TIN THEIR CURRENT STATE (IF WOODED) OR BE REVEGETA TED AND MAINTAINED IN NA77VE PLAN SPECIES. THESE SPECIES SHALL BE SELECTED FROM THE BROCHURE "NATIVE PLANTS FOR CONSERVATION, RESTORATION, AND LANDSCAPING: PIEDMONT PLA7FAU" AND/OR "NATIVE PLANTS FOR CONSERVATION, RES TORARON, AND LANDSCAPING. RIPARIAN FOREST BUFFERS, " PUBLISHED BY THE VIRGINIA DEPARTMENT OF CONSERVA77ON & RECREATION. SPECIES IDEN77FIED IN THE "RIPARIAN FOREST BUFFERS" BROCHURE AS BEING NA77VE. ONLY TO 774E COASTAL PLAIN REGION SHALL NOT BE USED. MANAGEMENT OF THESE AREAS SHALL MAINTAIN 7HEM IN NA77VE PLANT SPECIES. NON-NA77VE PLANT SPECIES SHALL BE DILIGENTLY REMOVED FROM THESE AREAS THE APPLICANT SHALL SUBMIT A LETTER FROM 774E 77-IOMAS JEFFERSON SOIL & WATER CONSERVA770N/ DIS 7RICT STA77NG THAT THESE PLAN77NGS REQUIRED IN HAVE BEEN ESTABLISHED TO THE DISTRICT'S SA TISFA C 770N. 11. 774E APPLICANT, UPON 774E REQUEST OF THE COUNTY, SHALL PROVIDE VERIFICATION TO 774E SA77SFAC77ON OF THE DIRECTOR OF PLANVNING AND COMMUNITY DEVELOPMENT INAT THE SITE /S IN COMPLIANCE WITH THE SPECIFICA 77ONS CONTAINED IN COND177ONS 9 AND 10 REGARDING 774E LANDSCAPING PLAN. 12. STREAM BUFFERS IN PASTURE AT 7HE DATE OF THIS APPROVAL SHALL BE REVEGETA TED IN ACCORDANCE WI7H 774E SCHEMA 77C 777LED "MINIMUM STANDARD FOR HOLE CROSSINGS IN THE EXIS77NG PASTURE AREAS" DA TED JANUARY 15, 2003, AAVD PREPARED BY JERR b .k'AA41S. THE DESIGN OF THE S7REAM CROSSING ON HOLE TWELVE (12) SHALL BE DEEMED TO BE IN GENERAL ACCORD WITH THE PLAN 77TLES "OLD TRAILS GOLF CLUB" PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC., DATED OCTOBER 21, 2002 AND REVISED DECEMBER 16, 2002, AND SHALL USE A MINIMAL SIGHT LINE SUBJECT TO A U177GA77ON PLAN TO BE APPROVED BY THE DEPAR7MENT OF ENGINEERING AND PUBLIC WORKS 13. IRRIGA77ON WATER FOR THE GOLF COURSE SHALL COME ONLY FROM SURFACE WATER IMPOUNDED ON EXIS77NG PONDS ON THE SITE. 14. THE DAMS AND OUTLET STRUCTURES ON THE TWO (2) PONDS ON INE SIZE SHALL BE REPAIRED AND UPGRADED TO 7HE SATISFACTION OF THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS. 15. THE COURSE SHALL SECURE DEPARTMENT ff ENGINEERING AND PUBLIC WORKS APPROVAL OF A NATURAL RESOURCES MANAGMENT PLAN. THIS PLAN SMALL ADDRESS WILDLIFE CONSERVA77ON AND HABITAT ENFORCEMENT, WASTE REDUCTION, AND MANAGEMENT (INCLUDING HAZARDOUS MATERIAL STORAGE AND SPILL CONTAINMENT), ENERGY EFFICIENCY, WATER CONSERVA77ON (INCLUDING WATER -USE REPOR77NG AND EFFORTS TO PR07ECT S77?EAMFLOW IN SLABTOWN BRANCH), WATER QUALITY MANAGEMENT (INCLUDING RUNOFF MANAGEMENT FOR THE CLUBHOUSE AREA, MONITORING ANO REPOR77NG,) AND INTEGRATED PEST MANAGEMENT. THE APPLICANT, UPON 774E REQUEST OF THE COUNTY, SHALL PROVIDE VERIFICA77ON TO THE SATISFACTION OF THE DIRECTOR OF ENGINEEP?ING AND PUBLIC WORKS THAT THE SITE IS IN COMPLIANCE Wl7N THE SPECIFICA 77ONS CONTAINED IN THE PLAIN. 16. GRADING SHALL BE CARRIED OUT IN GENERAL ACCORD WITH THE CONCEPTUAL GRADING PLAN 777LED PRELIMINARY GRADING PLAN," PREPARED BY GENE BA TES GOLF DESIGN, AND DATED JANUARY 9, 2003. 17. CART-PA771 STREAM CROSSINGS SHALL BE BUILT IN GENERAL ACCORD WITH THE DRAWINGS 777LES "WOODEN CAR TWA Y CROSSING PLAN" AND "WOODEN CAR TWA Y CROSSING ELEVATION." 18. NEITHER THE GREEN FOR HOLE FOURTEEN (14) NOR THE TEE BOXES FOR HOLE FIFTEEN (15) SHALL BE LOCATED LESS THAN TWENTY -Fr VE (25) FEET FROM THE PROPERTY LINE IN THE EVENT THAT THE USE, STRUCTURE OR AC77VITY FOR WHICH THIS SPECIAL USE PERMIT IS ISSUED SHALL NOT BE COMMENCED WITHIN TWENTY --FOUR (24) MONTHS AFTER THE ISSUANCE OF SUCH PERMIT, THE SAME SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED 7HEREUNDER SHALL ]HEREUPON TERMINATE. FOR PURPOSES OF THIS SECRON, 7HE TERM "'COMMENCED" SHALL BE CONSTRUED TO INCLUDE 774E COMMENCEMENT OF CONS 7RUC77ON OF ANY STRUCTURE NECESSARY TO THE USE OF SUCH PERMIT WITHIN TWO (2) YEARS FROM THE DA IF OF ISSUANCE. SP -02-79 OLD TRAIL GOLF CLUB ENTRANCE, • TAX MAP 55, PARCEL 1781 AND 71 AND TAX MAP 56, PARCEL 41 1. ENGINEERING DEPARTIkENT APPROVAL OF COMPUTA77ONS AND PLANS DOCUMENTING CHANGES TO THE FLOODPLAIN. PLANS MUST SHOW FLOODPLAIN LIMITS AND LEVELS BEFORE AND AFTER CONS7RUCRON. ORDINANCE SEC77ONS ;1-30.3.02.2 AND 18-30.3.03.2 ALLOW NO INCREASE /N FLOOD LEVELS; 2. ENGINEERING DEPARTMENT RECEIPT OF COPIES OF FEDERAL AND STATE PERMITS FOR DISTURBANCE OF INE STREAM CHANNEL ANDS ANY ASSOCIATED WETLANDS, INCLUDING CHANGES TO THE FEMA MAPS FOR 774E AREA; J. ENGINEERING DEPART14ENT APPROVAL OF A FINAL M177GA77ON PLAN FOR REPAIR AND ENHANCEMENT OF 7HE STREAM BUFFERS X17--3221 THE MITIGA77ON IS TO FOLLOW 774AT SHOWN ON THE CONCEPTUAL PLANS 777LED "CONCEPTUAL S7REAM IMPACT MI77GA77ON PLAN (LICKINGHOLE CREEK)" AND "CONCEPTUAL STREAM IMPACT MI77GA77ON PLAN (SLABTOWN BRANCH), " DATED 6-05-03, AND 7HE S7REAM-BANK TREATMENT SCHEMA 77C TITLED "ROOT WAD DETAIL" RECEIVED BY THE ENGINEERING DEPARTMENT ON JUNE 9, 2003. THE EXIS77NG LICKINGHOLE CREEK BRIDGE IS INTENDED TO BECOME PART OF THE TRAIL SYSTEM FOR 774E SITE, BUT IMPROVEMENTS OR MODIFICA77ONS TO IT MAY BE PART OF 774E FINAL M177GA77ON PLANS, 4. THE LOCATION AND NATURE OF THE CROSSINGS ARE TO BE AS SHOWN ON SHEETS 3 AND 4 OF THE PRELIMINARY ROAD PLANE DEE TITLED "OLD TRAIL -WESTERN AVENUE (N -S ACCESS ROAD),"DATED 5-10-03. HOWEVER, THE LICKINGHOLE CREEK CROSSING MAY BE A SIMPLE SPAN, OR AND ARCH, WITH ROAD AND FILL ELEVATIONS LOWER THAN THAT SHOWN ON THE PRELIMINARY PLAN. 774E ROAD PROFILE SHOULD BE AS LOW AS REASONABL Y ACHIEVABLE, AND 5. A PLAN SHOWING ALL AREAS TO BE DISTURBED DURING THE CONS7RUCRON OF THE SLABTOWN BRANCH CROSSING SHALL BE SUBMITTED TO 774E PLANNING DEPARTMENT. A PHASE I ARCHAEOLOGICAL SURVEY SHALL BE COMPLETED IN THOSE AREAS, AND APPROPRIAIF M177GA77ON MEASURES SHALL BE CARRIED OUT AS DIRECTED BY PLANNING STAFF, PRIOR TO ISSUANCE OF A GRADING PERMIT FOR THE SLABTOWN BRANCH CROSSING, IN 774E EVENT THAT THE USE, S7RUCTURE OR ACTIVITY FOR WHICH THIS SPECIAL USE PERMIT IS ISSUED SHALL NOT BE COMMENCED WITHIN TWENTY FOUR (24) MONTHS AF7ER THE ISSUANCE OF SUCH PERMIT, THE SAME SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED THEREUNDER SHALL THEREUPON 7ERMINAIF FOR PURPOSES OF THIS SECTION, THE TERM '„COMMENCED" SHALL BE CONS7RUED TO INCLUDE THE COMMENCEMENT OF CONSTRUCTION OF ANY STRUCTURE NECESSARY TO THE USE OF SUCH PERMIT W/7HIN TWO (2) YEARS FROM THE DA 7F OF ISSUANCE. a I s�oTT COS LLINS Z No. 3579 " ,�� SsjONAL i�G1 � rA � __ __ =__ ___m_ 66360 2OF 31 n� -00 4)cy 0o v(n .0 z 0 0 E_ M 0 4- = 0 f -0C Cv 0 (n c: L 0 0 ac �- ' _It L " 0 �r v o� �fra. x = v ,:5 Q_ o s 03. L_ v0) .0 .c -0 0 � C Tc: 0 0 u L_ 0 co co d 0 Z) 0 0\ 0 V)D Z 0 m6 :2 'S P= 0-0 >, i - " C)0 S_, 0- N v = > 0 .� U � 0 U + � 4) v ±1 0 , 0 0 c �41 r-0 v -0 D; 0 ( -a:5 -0 v Q) .c a V Q) 0 0 -0 0 C s 0 ?, to 0 CN 0 0 -a °- 0a - v >, 9 c �- 0 Ei I B. COPELAND :%o 00 >,, z CA Ln cm O 0 ce -1 • 5 �E _ �- w w N = N 3 = � .;tuj > 3 4) }+-dni I LU z a '�o� E'oE4 n. gag 2 L 6 Imo- z p co �ceo U aU5io z o 40 vl � _ u w a mrn = a z u N � ID zc � 5 1--i -i ,j - r�.I-i- OR 0� 4w C 4) 'Di o o 0 = w u M 2 F_ C 0 ai E o > ° LAW > a QY DATE (n 3/.1%04 DRAWN BY rA � __ __ =__ ___m_ 66360 2OF 31 n� -00 4)cy 0o v(n .0 z 0 0 E_ M 0 4- = 0 f -0C Cv 0 (n c: L 0 0 ac �- ' _It L " 0 �r v o� �fra. x = v ,:5 Q_ o s 03. L_ v0) .0 .c -0 0 � C Tc: 0 0 u L_ 0 co co d 0 Z) 0 0\ 0 V)D Z 0 m6 :2 'S P= 0-0 >, i - " C)0 S_, 0- N v = > 0 .� U � 0 U + � 4) v ±1 0 , 0 0 c �41 r-0 v -0 D; 0 ( -a:5 -0 v Q) .c a V Q) 0 0 -0 0 C s 0 ?, to 0 CN 0 0 -a °- 0a - v >, 9 c �- 0 DESIGNED BY I B. COPELAND CHECKED BY 00 S. COLLINS SCALE 0 AS NOTED 0 • rA � __ __ =__ ___m_ 66360 2OF 31 n� -00 4)cy 0o v(n .0 z 0 0 E_ M 0 4- = 0 f -0C Cv 0 (n c: L 0 0 ac �- ' _It L " 0 �r v o� �fra. x = v ,:5 Q_ o s 03. L_ v0) .0 .c -0 0 � C Tc: 0 0 u L_ 0 co co d 0 Z) 0 0\ 0 V)D Z 0 m6 :2 'S P= 0-0 >, i - " C)0 S_, 0- N v = > 0 .� U � 0 U + � 4) v ±1 0 , 0 0 c �41 r-0 v -0 D; 0 ( -a:5 -0 v Q) .c a V Q) 0 0 -0 0 C s 0 ?, to 0 CN 0 0 -a °- 0a - v >, 9 c �- 0 0 \, a, COUNTYALBEMARLE Drainage Area (Ac.) 0.95 CONSTRUCTION ENTRANCE Volume Provide "A" "B" (C.Y,) (C.Y.) 76.8 63.7 1 ARA WE DIREWS F Dov ------ (ALL DIMENSIONS IN FEET) D I E F I G H I 2 39 47 20 28 5.7 TO SEDWENT eta K 3 ST -2 -70' MINT . 61.0 77.6 r SM -2A ASPHALT TOP CWRSE ING =2% A PAVEMENT 46 6" 2 I A DIVERSION DITCH SIDE ELEVATION AGGREGATE WE EXISTING rr � GROUND • t ----70' FAIN. --- t 3 _'. 39 47 EX. CURS OR 28 ASPHALT PAVED WASHRACC 2.5 EDGE OF .PAV'T ST -4 2.63 176.2 181.7 176.2 3 2 12' MIN. 72 EXISTING 38 15.8 2.5 3 PAVEMENT 1.24 83.1 99.4 83.1 3 2 t, DITCH POSDIVERSION To SMM E, EAi MINIMUM WIDTH AT DEW 3 ST -6 2.91 DESIGN WATER 195.1 195.0 1 3 2 ELEVATION IS IS 4.0' PLAN VIEW 75 MUST D TEND FULL WIDTH OF 39 INGRESS AND EGRESS OPERATION ', Ski 1 1/2" WATER 3 HYDRANT WITH FROST ; 2.50 12'• MIN. PROOF HYDRANT 3' 1.67.5 3 A60VE GRADE AND 4' 63 OFF EDGE OF PAVEMENT. SECTION A- A 37 NOTE: MINIMUM WATER OFjI"f IS 2.5 jA(( OF WASH _ WITH A MINIMUM WASH- HOSE 01A. OF i'15' - IP CONST ENTR SCALE NTT 69.0 4.5' amain.. -----� am" VDOT �G R GA4571 A= 1. APRON LINING MAY BE RIPRAP, OR GROUTED RIPRAP. 2. Lo IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 1.36d AND 1. Me, J. d = 1.5 77MES THE D50 SIZE. 4. FABRIC UNDERLINER REQUIRED FOR ALL OUTLET PROTECTION AREAS La 0 M� I SECTION .. NO .CHANNEL TOP OF FILL .. =-7 7 i --D EARTH ' 4" BEDDING X MATERIAL "X� DIMENSION TO BE MAINTAINED TO THE TOP OF PIPE NORMAL EARTH FOUNDATION *MAYBE EUMINA7ED UNDER ENTRANCE PIPE WHERE DIRECTED BY ENGINEER PB- 1 DETAIL INSTALLATION OF FIFA CULVERTS NO SCALE 9 SIL T FENCE cop CULVERT INLET PROTECTION 3.08-7 NO SCALE B PIPE OUTLET NO SC,� FIL TER CLOTH f-'LAIV FLOW Sedimen Trap I.D. ST -1 Drainage Area (Ac.) 0.95 Req'd. Vol. "A" & "B" (C.Y. Each) 63.7 Volume Provide "A" "B" (C.Y,) (C.Y.) 76.8 63.7 1 C 3 ------ (ALL DIMENSIONS IN FEET) D I E F I G H I 2 39 47 20 28 5.7 --� J 2.5 K 3 ST -2 0.91 61.0 77.6 61.0 3 2 38 46 19 27 i� � rr � 1i • t 82.5 t 3 _'. 39 47 20 28 5.8 2.5 3 ST -4 2.63 176.2 181.7 176.2 3 2 64 72 30 38 15.8 2.5 3 ST -5 1.24 83.1 99.4 83.1 3 2 t, !i •M#j E, EAi 7.4 f 3 ST -6 2.91 195.0 195.1 195.0 1 3 2 67 75 31 39 17.5 2.5 3 ST -7 2.50 167.5 174.2 1.67.5 3 2 63 71 29 37 15.0 2.5 3 CIP-1 0.76 50.9 69.0 50,9 3 2 35 43 18 26 4.6 2.5 3 CIP-2 0.92 61.6 77.6 61.6 3 2 38 46 19 27 5.5 2.5 3 CIP-3 0.76 50.9 69.0 50.9 3 2 35 43 18 26 4.6 1 2.5 3 CIP-4 0.74 49.6 69.0 49.6 3 2 35 43 18 26 4.4 2.5 3 CIP-5 1.10 73.7 91.8 73.7 3 2 1 42 501 21 29 6.6 2.5 3 CIP-6 � I� �. ! I � � � f f � � • • jam. _ _ 6.6 _ 3 CIP-7 1.52 101.8 117.7 '� If 1! rt ! •l t ! 24 ! ��. i ! 3 CIP-8 0.66 44.2 62.7 5.26 1.33 2 - 41 17 25 4.0 2.5 3 CIP-9 1.41 94.5 109.5 94.5 3 2 47 55 23 31 8.5 2.5 3 CIP-10 0.61 40.9 60.8 40.9 3 2 1 32 40 17 25 3.7 2.5 3 CIP-11 0.59 z_-- 56.7 39.5 3 2 31 39 16 ---- VDOT �G R GA4571 A= 1. APRON LINING MAY BE RIPRAP, OR GROUTED RIPRAP. 2. Lo IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 1.36d AND 1. Me, J. d = 1.5 77MES THE D50 SIZE. 4. FABRIC UNDERLINER REQUIRED FOR ALL OUTLET PROTECTION AREAS La 0 M� I SECTION .. NO .CHANNEL TOP OF FILL .. =-7 7 i --D EARTH ' 4" BEDDING X MATERIAL "X� DIMENSION TO BE MAINTAINED TO THE TOP OF PIPE NORMAL EARTH FOUNDATION *MAYBE EUMINA7ED UNDER ENTRANCE PIPE WHERE DIRECTED BY ENGINEER PB- 1 DETAIL INSTALLATION OF FIFA CULVERTS NO SCALE 9 SIL T FENCE cop CULVERT INLET PROTECTION 3.08-7 NO SCALE B PIPE OUTLET NO SC,� FIL TER CLOTH f-'LAIV FLOW Sedimen Trap I.D. ST -1 Drainage Area (Ac.) 0.95 Req'd. Vol. "A" & "B" (C.Y. Each) 63.7 Volume Provide "A" "B" (C.Y,) (C.Y.) 76.8 63.7 1 C 3 ------ (ALL DIMENSIONS IN FEET) D I E F I G H I 2 39 47 20 28 5.7 --� J 2.5 K 3 ST -2 0.91 61.0 77.6 61.0 3 2 38 46 19 27 5.5 2.5 3 ST -3 0.97 65.0 82.5 65.0 3 2 39 47 20 28 5.8 2.5 3 ST -4 2.63 176.2 181.7 176.2 3 2 64 72 30 38 15.8 2.5 3 ST -5 1.24 83.1 99.4 83.1 3 2 44 52 22 30 7.4 2.5 3 ST -6 2.91 195.0 195.1 195.0 1 3 2 67 75 31 39 17.5 2.5 3 ST -7 2.50 167.5 174.2 1.67.5 3 2 63 71 29 37 15.0 2.5 3 CIP-1 0.76 50.9 69.0 50,9 3 2 35 43 18 26 4.6 2.5 3 CIP-2 0.92 61.6 77.6 61.6 3 2 38 46 19 27 5.5 2.5 3 CIP-3 0.76 50.9 69.0 50.9 3 2 35 43 18 26 4.6 1 2.5 3 CIP-4 0.74 49.6 69.0 49.6 3 2 35 43 18 26 4.4 2.5 3 CIP-5 1.10 73.7 91.8 73.7 3 2 1 42 501 21 29 6.6 2.5 3 CIP-6 1.10 73.7 91.8 73.7 3 2 42 50 1 21 29 6.6 2.5 3 CIP-7 1.52 101.8 117.7 101.8 3 2 49 57 24 32 9.1 2.5 3 CIP-8 0.66 44.2 62.7 44.2 3 2 33 41 17 25 4.0 2.5 3 CIP-9 1.41 94.5 109.5 94.5 3 2 47 55 23 31 8.5 2.5 3 CIP-10 0.61 40.9 60.8 40.9 3 2 1 32 40 17 25 3.7 2.5 3 CIP-11 0.59 39.5 56.7 39.5 3 2 31 39 16 24 3.5 2.5 3 CIP-12 0.65 43.6 62.7 43.6 3 2 33 41 17 25 3.9 2.5 3 CIP-13 0.54 36.2 7,8 36.2 3 2 6 14 6 14 3.2 2.5 3 CIP-14 0.57 38.2 7.8 38.2 3 2 6 14 6 14 3.4 2.5 3 CIP-15 1.35 90.5 7.8 90.5 3 2 6 14 6 14 8.1 2.5 3 CIP-16 0.45 30.2 7.8 30.2 3 2 6 14 6 14 2.7 2.5 3 CIP-17 0.45 30.2 7.8 30.2 3 2 6 14 6 14 2.7 2.5 3 CIP-18 1.19 79.7 7.8 79.7 3 2 6 14 6 14 7.1 2.5 3 CIP-19 1.82 121.9 7.8 121,9 3 2 6 14 6 14 10.9 2.5 3 CIP-20 1.14 76.4 7.8 76.4 3 2 6 14 6 14 6.8 2.5 3 CIP-21 1.90 127.3 7.8 127.3 3 2 6 14 6 14 11.4 2.5 3 CIP-22 1.04 69.7 7.8 69.7 3 2 6 14 6 14 6.2 1 2.5 3 CIP-23 0.82 54.9 7.8 54.9 3 2 6 14 6 14 4.9 1 2.5 3 CIP-24 0.82 54.9 1 7.8 54.9 3 2 6 14 6 14 4.9 2.5 3 CIP-25 0.90 60.3 1 7.8 60.3 3 2 6 14 6 14 5.4 2.5 3 CIP-26 0.84 56.3 7.8 56.3 3 2 6 14 6 14 5.0 2.5 3 CIP-27 2,36 158.1 7.8 158.1 3 2 6 14 6 14 14.2 2.5 3 CIP-28 6.59 441.5 7.8 441.5 3 2 6 14 6 14 39.5 1 2.5 3 CIP-29 14.94 1001.0 7.8 1001.0 3 2 6 14 1 6 14 89.6 2.5 3 0 0.22 14.7 7.8 14.7 3 2 6 14 6 14 1.3 2.5 3 fft-- 0.24 16.1 7.8 16.1 3 2 6 14 6 1 14 1.4 2.5 3 I "E" "rM PLAN VIEW SEDIMEN T TRAP ATTACH FILTER FABRI TO STAKES OR POSTS EXTEND I T INTO TRENT EXCAVATED BACKFILLED, COMPACTED )EN STAKE L POST, = 5' MIN. SIL T FENCE nsF (WITHOUT WIRE SUPPORTS C3O-5--2) ORIGINAL GROUND CLASS I ELEV. "F" RIPRAP p ORIGINAL p VOL. „A „ �. '` REV ND 67 CU. YD. °ACRE DRYS TORAGE -? VOL. "B" 1 FIL TER CLOTH (07 CU. YD./ACRE v �� WET STORAGE) � OT C3, SE "E" A G' T� SEDIMENT TRAP DIMENSIONS CONS TRUC TION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET PO,',' O ;'7S AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS, TRENCH UPSLOPE ALONG THE UNE OF POSTS J. ATTACH THE FIL 7FR FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. (DOWNSTREAM VIEW) ii COARSE AGGREGA Mx an FLOW• ca ROCK CHECK DAM 3.20-1 (2 ACRES OR LESS OF DRAINAGE AREA) NO SCALE \L- CURB INLET * GRAVEL SHALL BE VDOT #3 #357 OR #5 COARSE AGGREGATE. WIRE SCREEN & GRA VEL CURB INLET 0SEDIMENT FIL TER 3.o7-fi NO SCALE FL 4. BACKFILL AND COMPACT THE EXCA VA TED SOIL. EX7FNSION OF FABRIC AND WIRE INTO THE 7RENCH. PLATE. 3.05-1 �0 © OTT R, COILINS Z No. 35791 310LI 4 IbNAL S��' v.0 O v1 ro � � v Ci 0 N JOB NO. {O ' 0 r. 66360 a C O SHEET NO. 3 OF 31 a> LU cn LM 3 .� ® w �vCM, 0 zQ UU. 3-'0E -- afu I - 0 L. •v m � O z 5v o iA �= U? o'n r!w M U 4 Uj z U^ U z m > Uj ti 1- ce C c� 0 F- © 47 UjE p U w > O DATE (D 4-1 311104 DRAWN BY & COPELAND DESIGNED BY Bs COPELAND CHECKED BY S, COLLINS SCALE NONE �0 n o 5 v.0 O v1 ro � � v N JOB NO. {O roa 66360 a C O SHEET NO. 3 OF 31 a> 11 0 \' t 7&VAT1.TAr::r. 7&P..1qrP.TPTTApV,19 SIR. NO. I 101 PIPE INFO RMA TION INLET I N F O R M A T I O N COMMENTS STD ES -1 READ DIA (in.) 24" LENGTH (ft.) 31.31 SLOPE (y.) 0.50 INVERT IN 661.29 INVERT OUT 661.13 MATERIAL RCP INLET TYPE NOSE INLET TYPE STATION SLOT RIM LENGTH ELEV 102 SLOT LENGTH RIM ELEV 550 48" 55.28 0.50 DI -JC 5+98-84 6 674.11 STD ST -1 REQD 103 18" 34.00 2.00 666.27 665.59 RCP 803 J 48" 27.83 0.50 104 MH- D)I-JB 0+00.00 2.5 676.34 STD ST -1 REQD, *SS DI -JC 5+98.64 6 674.11 STD ST -1 REQD 105 18" 81.47 2.64 668.52 666.37 RCP 16+39.99 8 S7D ST- 1 1061 15" 65.63 7.00 670.96 666.37 RCP 0+00.00 8 691.26 STD ST -1, IS -1 REQD 107] - 126.73 1.00 683.03 1 681.77 RCP I Dl -7 110+21.711 675.54 , STD -ST-1 REQD J �1 form" oil 2fc-fdo 4N vZo Af 140142NN PIPE INFO RMATIO N P I p E N F 0 R M A T 1 0 N I N L E T I N F 0 R M A T 1 0 N S7D ES- 1 REOD INLET STATION INLET TYPE NOSE TYPE INVERT OUT SLOT LENGTH RIM ELEV 550 48" 55.28 0.50 663.28 663-00 RCP RCP 1-4BS STD ST -1 READ 16+39.99 8 551 704 803 J 48" 27.83 0.50 655.98 MH- D)I-JB 0+00.00 2.5 676.34 STD ST -1 REQD, *SS 501 48" 106.33 1.40 686.67 666.91 RCP RCP 8 01-4BB S7D ST -1 REQD 16+39.99 8 S7D ST- 1 REQD .30" 1 0.50 656.21 DI -48B DN -3C 0+00.00 8 691.26 STD ST -1, IS -1 REQD 503 48" 126.73 1.00 683.03 1 681.77 RCP RCP 8 01-3BB STD ST -1 REQD 19+86.39 8 �S7D ST -1, IS- I REQ0 [ 708 S7D1,REOD i 34.78 0.50 656.48 S 7D S T- 1 REOD 2.5 695.74 S7D ST -1, IS- I REQD 505 48" 58.70 1.00 683.72 683.13 RCP S7D ST -1 REOD 2.5 DI-JBB S7D ST -1 REQD 19+79.10 8 506 STD ST -1 REQD 809 30" S7D ST -1, IS -1 REQD�i D,1-4AA RCP 13+51.27 2.5 STD ST -1 REOD 48" 226.47 0,50 684,95 683.82 RCP DI -JCC 15+53.0 12 508 STD ST -1 REQD 1 24" 109.41 0.50 657.40 D,11-4BB RCP 11 +23.31 8 694.70 STD ST -1, IS -1 REQD 509 48" 133.00 0.50 685.72 685.05 RCP 1 1210 14+43.61 510 STD ST -1 REQD S7D ST -1 REOD 18" 113.65 3.91 662.34 DI -4C RCP 9+92.79 12 �1 form" oil 2fc-fdo 4N vZo Af 140142NN PIPE INFO RMATIO N I N L E T I N F 0 R M A T 1 0 N S7D ES- 1 REOD INLET INFO RMA TION wig= M. INVERT OUT INLET STATION INLET TYPE NOSE TYPE INLET STATION SLOT LENGTH RIM ELEV 550 48" 55.28 0.50 663.28 663-00 RCP RCP 1-4BS STD ST -1 READ 16+39.99 8 551 704 803 J 48" 27.83 0.50 655.98 MH- D)I-JB 0+00.00 2.5 676.34 STD ST -1 REQD, *SS 501 48" 106.33 1.40 686.67 666.91 RCP RCP 8 01-4BB S7D ST -1 REQD 16+39.99 8 502 706 605 .30" 1 0.50 656.21 DI -48B DN -3C 0+00.00 8 691.26 STD ST -1, IS -1 REQD 503 48" 126.73 1.00 683.03 1 681.77 RCP RCP 8 01-3BB STD ST -1 REQD 19+86.39 8 �S7D ST -1, IS- I REQ0 [ 708 807, i 34.78 0.50 656.48 S 7D S T- 1 REOD 2.5 695.74 S7D ST -1, IS- I REQD 505 48" 58.70 1.00 683.72 683.13 RCP S7D ST -1 REOD 2.5 DI-JBB S7D ST -1 REQD 19+79.10 8 506 STD ST -1 REQD 809 30" 33.33 1 656.75 D,1-4AA RCP 13+51.27 2.5 STD ST -1 REOD 48" 226.47 0,50 684,95 683.82 RCP DI -JCC 15+53.0 12 508 STD ST -1 REQD 1 24" 109.41 0.50 657.40 D,11-4BB RCP 11 +23.31 8 694.70 STD ST -1, IS -1 REQD 509 48" 133.00 0.50 685.72 685.05 RCP 1 1210 14+43.61 510 STD ST -1 REQD S7D ST -1 REOD 18" 113.65 3.91 662.34 DI -4C RCP 9+92.79 12 69328 STD ST -1, IS -1 REQD 511 36" 181.05 3.37 692.82 686.72 S 7D S T- 1, IS- I REOD DI -JA 13+29.99 2.5 512 STD ST -1 REQD 815 18 20.17 0.65 662.57 DI -450 RCP 8+05.79 8 699.22 STD ST -1, IS -1 REQD 513 36" 189.54 1.10 695.90 693.92 RCP DI -JA S7D ST -1, IS- I REOD 514 15" .34.92 0.50 689.30 689.13 RCP 662.67 RCP �1 form" oil 2fc-fdo 4N vZo Af 140142NN DRAINAGE DESCRIPTIONS STP. NO. P I P E I N F 0 R M A T 1 0 N INLET INFO RMA TION SLOPE (Z) INVERT IN INVERT OUT INWRf INLET TYPE NOSE TYPE INLET STATION SLOT LENGTH RIM ELEV 550 48" 55.28 0.50 663.28 663-00 RCP RCP 1-4BS STD ST -1 READ 16+39.99 8 551 704 803 J 48" 27.83 0.50 655.98 MH- D)I-JB 0+00.00 2.5 676.34 STD ST -1 REQD, *SS 501 48" 106.33 1.40 686.67 666.91 RCP RCP 8 01-4BB S7D ST -1 REQD 16+39.99 8 502 706 605 .30" 1 0.50 656.21 DI -48B DN -3C 0+00.00 8 691.26 STD ST -1, IS -1 REQD 503 48" 126.73 1.00 683.03 1 681.77 RCP RCP 8 01-3BB STD ST -1 REQD 19+86.39 8 504 [ 708 807, i 34.78 0.50 656.48 S 7D S T- 1 REOD 2.5 695.74 S7D ST -1, IS- I REQD 505 48" 58.70 1.00 683.72 683.13 RCP 10+31.06 2.5 DI-JBB S7D ST -1 REQD 19+79.10 8 506 STD ST -1 REQD 809 30" 33.33 1 656.75 D,1-4AA RCP 13+51.27 2.5 STD ST -1 REOD 48" 226.47 0,50 684,95 683.82 RCP DI -JCC 15+53.0 12 508 STD ST -1 REQD 1 24" 109.41 0.50 657.40 D,11-4BB RCP 11 +23.31 8 694.70 STD ST -1, IS -1 REQD 509 48" 133.00 0.50 685.72 685.05 RCP 1 1210 14+43.61 510 STD ST -1 REQD 813 18" 113.65 3.91 662.34 DI -4C RCP 9+92.79 12 69328 STD ST -1, IS -1 REQD 511 36" 181.05 3.37 692.82 686.72 S 7D S T- 1, IS- I REOD DI -JA 13+29.99 2.5 512 STD ST -1 REQD 815 18 20.17 0.65 662.57 DI -450 RCP 8+05.79 8 699.22 STD ST -1, IS -1 REQD 513 36" 189.54 1.10 695.90 693.92 RCP DI -JA S7D ST -1, IS- I REOD 514 15" .34.92 0.50 689.30 689.13 RCP 662.67 RCP 515 818 DI -3C 9+92.79 12 69328 12 516 24" 1 31.02 5.22 689.00 687.38 RCP 663.63 RCP 517 1 1 10+00.00 689.00 12 66781 �9-127#=S7D 15" ST -1, IS -1 REQD_' 660.68 660.51 RCP 824 DI -JC 15+53.0 12 664-68 S7D ST -1 REQD 831 15" 194.76 2.00 665.05 661,15 RCP 832, DI -JB 17+91.06 8 669.44 S7D ST -1 REQD 833 15" 34.00 0.50 665.32 665.15 RCP 834 DI -JB 17+91.06 8 669.32 S7D ST -1 REQD 835 15" 20.70 10.50 665.25 665.15 RCP 836 DI -3B 0+00.00 8 671.00 837 15" 87.00 2.52 663.19 661.00 RCP 838 57D ST -1, IS -1 REOD11 D1-38 17+25.74 6 66794 STD ST -1 REQD .839, 18401 1 �� pro •% : . �. IS -1 REOD, DRAINAGE DESCRIPTIONS STP. NO. P I PE I N FO R MA TI 0 N INLET INFO R M A T I O N COMMENTS DIA (in.) LENGTH * (ft.) SLOPE (Z) INVERT IN INVERT OUT MATERIAL INLET TYPE NOSE TYPE INLET STATION SLOT LENGTH RIM ELEV 550 48" 55.28 0.50 663.28 663-00 RCP RCP 1-4BS STD ST -1 READ 16+39.99 8 551 704 803 J 48" 27.83 0.50 655.98 MH- D)I-JB 0+00.00 2.5 676.34 STD ST -1 REQD, *SS 501 48" 106.33 1.40 686.67 666.91 RCP RCP 8 01-4BB S7D ST -1 REQD 16+39.99 8 502 706 605 .30" 1 0.50 656.21 DI -48B DN -3C 0+00.00 8 691.26 STD ST -1, IS -1 REQD 503 48" 126.73 1.00 683.03 1 681.77 RCP RCP 8 01-3BB STD ST -1 REQD 19+86.39 8 504 [ 708 807, i 34.78 0.50 656.48 01-4AA D)( -JC 17+92.96 2.5 695.74 S7D ST -1, IS- I REQD 505 48" 58.70 1.00 683.72 683.13 RCP 10+31.06 2.5 DI-JBB S7D ST -1 REQD 19+79.10 8 506 STD ST -1 REQD 809 30" 33.33 1 656.75 D,1-4AA RCP 13+51.27 2.5 696.81 S7D ST -1, IS -1 REQD 507 48" 226.47 0,50 684,95 683.82 RCP DI -JCC 15+53.0 12 508 STD ST -1 REQD 1 24" 109.41 0.50 657.40 D,11-4BB RCP 11 +23.31 8 694.70 STD ST -1, IS -1 REQD 509 48" 133.00 0.50 685.72 685.05 RCP 1 1210 14+43.61 510 STD ST -1 REQD 813 18" 113.65 3.91 662.34 DI -4C RCP 9+92.79 12 69328 STD ST -1, IS -1 REQD 511 36" 181.05 3.37 692.82 686.72 RCP DI -JA 13+29.99 2.5 512 STD ST -1 REQD 815 18 20.17 0.65 662.57 DI -450 RCP 8+05.79 8 699.22 STD ST -1, IS -1 REQD 513 36" 189.54 1.10 695.90 693.92 RCP DI -JA 1+0799 2.5 514 15" .34.92 0.50 689.30 689.13 RCP 662.67 RCP 515 818 DI -3C 9+92.79 12 69328 12 516 24" 1 31.02 5.22 689.00 687.38 RCP 663.63 RCP 517 1 1 10+00.00 689.00 12 DRAINAGE DESCf?1TPT1T01VS STR. NO, PI PE I N FO R MA TI 0 N I N L ET I N FO R MA TI 0 N COMMENTS DIA (in.) LENGTH (ft.) SLOPE M INVERT IN INVERT OUT MATERIAL INLET TYPE NOSE TYPE INLET STATION SLOT LENGTH RIM ELEV, 601 24" 185.00 4.43 671.19 663.00 RCP RCP 1-4BS STD ST -1 READ 16+39.99 8 602, 704 803 J 48" 27.83 0.50 655.98 01-3A D)I-JB 21+9722 2.5 678.09 STD ST -1 REQD 1 603 15'v 33.56 1.00 673.79 1 673.45 RCP RCP 8 01-4BB S7D ST -1 REQD 16+39.99 8 604 706 605 .30" 1 0.50 656.21 D)1 -3c DN -3C 22+3I.58 6 678.10 STD ST -1 REQD 605 15" 26.00 0.50 674.02 673.89 RCP RCP 8 01-3BB STD ST -1 REQD 19+86.39 8 606 [ 708 807, i 34.78 0.50 656.48 D)I-JC D)( -JC 22+31.58 12 678.10 STD ST -1 REQD 607 15" 49.93 4.00 675.45 673.45 RCP 10+31.06 2.5 DI-JBB S7D ST -1 REQD 19+79.10 8 608 STD ST -1 REQD 809 30" 33.33 1 656.75 DI -JB RCP 21+J9.68, 6 679.72 SM ST -1 REQD 609 24" 48.90 3.00 672.76 671.29 RCP DI -JCC 15+53.0 12 610 STD ST -1 REQD 811 24" 109.41 0.50 657.40 656.85 RCP 0+00.00 673.13 672.76 STD ST -1 REQD 611, 15" 38.58 3.50 676.90 675.55 RCP 1 1210 14+43.61 6121 STD ST -1 REQD 813 18" 113.65 3.91 662.34 DI -JB RCP 1+10.38 8 680.92 STD ST -1 REQD STR. NO. 701 DIA. I (in.) 15" DRAINAGE PIPE I N F O R M A TION LENGTH SLOPE INVERT INVERTdNLET (ft.) (Z) IN OUT MATERIAL 107.58 1.85 664.99 663.00 RCP DESCRIPTIONS I N L E 7 1 N FO R MA TI 0 N NOSE INLET SLOT RIM COMMENTS TYPE TYPE STATION LENGTH ELEV. 702 SNR' ,NO. 801 DLA- (in.) 48 LENGTH (ft.) 20.91 SLOPE (7.) 0.50 1 - INVERT OUT 655.63 14H-1-- (INLET TYPE 0+00.00 INLET STATION 672.76 S7D ST -1 REQD 703 15" 109.57 0.65 665.80 665.0.9 RCP 1-4BS STD ST -1 READ 16+39.99 8 665.47 704 803 J 48" 27.83 0.50 655.98 655.84 D)I-JB 0+00.00 0+00.00 a 671.64 STD ST -1 REQD 705 15" 34.24 0.50 666.07 665.90 RCP 8 01-4BB S7D ST -1 REQD 16+39.99 8 665.47 706 605 .30" 26.65 0.50 656.21 656.08 DN -3C 25+45.75 20+20.6,r' 6 670.29 903 707, 15"_ 25.00 0.50 666.30 666.17 RCP 8 01-3BB STD ST -1 REQD 19+86.39 8 665.14 [ 708 807, i 34.78 0.50 656.48 656.31 D)( -JC 25+45.76 20+20.6 6 670.29 9051 DRAINAGE DESCRIPTIONS STR. No. PIPE IN FORMA T 1 0 N I N L E T INFO RMATI 0 N COMMENTS SNR' ,NO. 801 DLA- (in.) 48 LENGTH (ft.) 20.91 SLOPE (7.) 0.50 INVERT IN 655.74 - INVERT OUT 655.63 MATERIAL RCP (INLET TYPE NOSE. * TYPE INLET STATION SLOT LENGTH RIM ELEV COMMENTS 1 REQD 8021 0.50 1 636.21 RCP 0+00.00 1-4BS STD ST -1 READ 16+39.99 8 665.47 STD ST -1 REQD 803 J 48" 27.83 0.50 655.98 655.84 RCP 0+00.00 2.5 643.50 STD ST -1 REQD 901 24" 804 0.50 636-40 636.21 RCP - 8 01-4BB S7D ST -1 REQD 16+39.99 8 665.47 STD ST -1 REQD 605 .30" 26.65 0.50 656.21 656.08 RCP 25+45.75 8 649.23 STD ST -1 REQD 903 15" 806 1.50 643.39 642.88 RCP 20+45.96 8 01-3BB STD ST -1 REQD 19+86.39 8 665.14 ST -1 REQD 807, 30" 34.78 0.50 656.48 656.31 RCP 25+45.76 6 649.23 STD ST -1, IS- 1 REQD 9051 _S7D 808 1.50 643.93 643.49 RCP 10+31.06 2.5 DI-JBB S7D ST -1 REQD 19+79.10 8 665.16 STD ST -1 REQD 809 30" 33.33 0.50 656.75 656.58 RCP 10+22.52 6 651.35 S7D ST -1 REQD .907 15 810 10-00 664.02 646.95 RCP DI -JCC 15+53.0 12 664.80 STD ST -1 REQD 811 24" 109.41 0.50 657.40 656.85 RCP 27+48.3 673.13 665.63 STD ST -1 REQD 909 15" 812 6.00 648.49 646.93 RCP DI( -7' 1210 14+43.61 665.51 STD ST -1 REQD 813 18" 113.65 3.91 662.34 657.90 RCP 24+91.71 10 652.51 S7D ST -1 REQD 911 15" 814 5.31 656.31 648.59 RCP DI -JA 13+29.99 2.5 668.90 STD ST -1 REQD 815 18 20.17 0.65 662.57 662.44 RCP 3+46.2 8 i 660.23 816 DI -JA 1+0799 2.5 669.36 STD ST -1 REQD 817 18" 109.05 0.65 663.38 662.67 RCP 818 DI -JC 19+98.52 12 66769 STD ST -1, IS- 1 REQD 819 15" 34.00 0.60 663,83 663.63 RCP 8201 DI -3c 19+98.52 12 66781 823 15" 34.00 0.50 660.68 660.51 RCP 824 DI -JC 15+53.0 12 664-68 S7D ST -1 REQD 831 15" 194.76 2.00 665.05 661,15 RCP 832, DI -JB 17+91.06 8 669.44 S7D ST -1 REQD 833 15" 34.00 0.50 665.32 665.15 RCP 834 DI -JB 17+91.06 8 669.32 S7D ST -1 REQD 835 15" 20.70 10.50 665.25 665.15 RCP 836 DI -3B 0+00.00 8 671.00 837 15" 87.00 2.52 663.19 661.00 RCP 838 D1-38 17+25.74 6 66794 STD ST -1 REQD .839, 18401 1 DRAINAGE DESCRIPTIONS STR. No. PIPE INFOR M A T I O N INLET iNFORMATI ON COMMENTS DTA.LENGTHSLOPE (in.) (ft.) (z) INVERT IN INVERT OUT MATERIAL INLET TYPE NOSE TYPE INLET STATION SLOT LENGTH RIM ELEV. 950 24" 15-00 0.50 636.29 636.21 RCP 0+00.00 665.50 STD ST -1 READ 13011 STD ES -1 READ 951, 11.61 666.01 661.30 1 MH -1 0+00.00 2.5 643.50 STD ST -1 REQD 901 24" 52.15 0.50 636-40 636.21 RCP - 8 673.41 S7D ST -1 REQD 1303 18" 902 3.00 1 1666.11 RCP DI -36 25+45.75 8 649.23 STD ST -1 REQD 903 15" 34.00 1.50 643.39 642.88 RCP 20+45.96 8 1 STD ST -1 REQD 1305 15" 9041 -1 -, 667.23 I I I DI -JB 25+45.76 6 649.23 STD ST -1, IS- 1 REQD 9051 15" 29.09 1.50 643.93 643.49 RCP 10+31.06 2.5 672.19 S7D ST -1 REQD 1307 15-v 906 10,50 668.57 1 1667.98 RCP Di -7` I 10+22.52 6 651.35 S7D ST -1 REQD .907 15 170.69 10-00 664.02 646.95 RCP 671.35 i 908 DI -JB RCP _7 Dl -7`. 11+21.47 27+48.3 673.13 665.63 STD ST -1 REQD 909 15" 26.07 6.00 648.49 646.93 RCP 1210 910 D/- 117+67.35 DI -JB I 24+91.71 10 652.51 S7D ST -1 REQD 911 15" 145.47 5.31 656.31 648.59 RCP I91 2 - -J t D_1 -3B I 3+46.2 8 i 660.23 DRAINAGE DESCRIPTIONS STR. No. PIPE I N F O R MAT ION I N L E T INFORMATION COMMENTS DA I LENGTH (ft.) SLOPE (z) INVERT IN INVERT OUT MATERIAL INLET TYPE NOSE TYPE INLET STATION SLOT LENGTH RIM ELEV. 1001 15" 28.00 0.50 656.14 656.00 RCP 0+00.00 665.50 STD ST -1 READ 13011 STD ES -1 REQD 1002 11.61 666.01 661.30 1 Dl -7/ 117+ 1J. 16 2.5 661.62 STD ST -1 REQD 1003 15" 40.97 0.50 658.20 1 658.00 RCP - 8 673.41 S7D ST -1 REQD 1303 18" 11004 3.00 1 1666.11 RCP DI- 71 16+70.95 2.5 661.08 STD ST -1 REQD DRAINAGE DESCRIPTIONS S7R. NO. PIPE I N F O R M A T I O N - INLET INFO R M A T I O N COMMENTS DIA (in.) LENGTH * (ft.) SLOPE (Y.) INVERT IN INVERT OUT MATERAL INLET TYPE NOSE TYPE INLET STATION SLOT LENGTH RIM ELEV. 1101 15" 49.93 1.00 685.99 685.49 RCP 0+00.00 665.50 STD ST -1 READ 13011 STD ES -1 REQD 1102 11.61 666.01 661.30 RCP DI -3A 2+96.54 2.5 690.54 STD ST -1 REQD 1103 15" 40.06 0.75 686.52 686.22 RCP - 8 673.41 S7D ST -1 REQD 1303 18" 1104 3.00 667.13 1666.11 RCP DI -3A 2+96.54 2.5 690.54 STD ST -1 REQD 1105 15" 31.761 -T 0.50 686.78 686.62 RCP 20+45.96 8 1 STD ST -1 REQD 1305 15" 11061 -1 -, 667.23 I I I Dl -7` 1 110+34.88, 6 1 691.61 STD ST -1 REQD DRAINAGE DESCRIPTIONS STR. No, P I P E INFO RMA TION I N L E T I N F 0 R M A T 1 0 N COMMENTS DIA. (in.) LENGTH * (ft.) SLOPE (V INVERT IN INVERT OUT MATERLAL INLET TYPE NOSE TYPE * INLET STATION SLOT LENGTH RIM ELEV. 12501 18" 12.23 0.50 648.06 648.00 RC'P 0+00.00 665.50 STD ST -1 READ 13011 STD ES -1 REQD 1251 11.61 666.01 661.30 RCP tdH- FF 0+00.00 655.00 STD ST -1 REQD 1201 15" 41.65 15.58 656.99 650.50 RCP - 8 673.41 S7D ST -1 REQD 1303 18" 1202, 3.00 667.13 1666.11 RCP 01-3AA 15+12.77 2.5 670.51 STD ST -1 REQD 1203 15" 34.00 2.00 664.45 663.77 RCP 20+45.96 8 673.41 STD ST -1 REQD 1305 15" 1204 3.00 667.88 667.23 RCP -DI-JB DI -JB 15+12.77 6 1 670.51 S7D ST -1 REQD 1205 150 21.14 4.00 665.40 664.55 RCP 10+31.06 2.5 672.19 S7D ST -1 REQD 1307 15-v 1206 10,50 668.57 1 1667.98 RCP 1 01-3B I 10+29.00 6 669.44 STD ST -1 REQD 1207 15 93.51 3.64 668.90 665.50 RCP 671.35 1208 DI -JB RCP _7 11+21.47 6 673.13 STD ST -1 REQD 1209 15 28.69 10.46 672.00 669.00 1210 D/- 117+67.35 T674.92 I DRAINAGE DESCRIPTIONS SIR. PIPE I N F O R M A T I O N IN LET INFORMATION NO. DIA. LENGTH SLOPE INLET SLOT RIM COMMENTS I (in.) (ft.) (y.) IN OUT MATERIAL TYPE TYPE STATION LENGTH ELEV 13501 18" 10.30 0.50 660.05 1660.00 RCP STD ST -1 REQD 13511 1MH-1 0+00.00 665.50 STD ST -1 READ 13011 18" 22.60 11.61 666.01 661.30 RCP 13021 DI -JB 20+45.915 8 673.41 S7D ST -1 REQD 1303 18" 34.00 3.00 667.13 1666.11 RCP 1304 20+45.96 8 673.41 STD ST -1 REQD 1305 15" 21.59 3.00 667.88 667.23 RCP -DI-JB 1306 DI -3A 10+31.06 2.5 672.19 S7D ST -1 REQD 1307 15-v 118.65 10,50 668.57 1 1667.98 RCP I i 3081 . D1- 7 _3+_70.9 671.35 * RIM ELEVATION REFERS TO TOP OF * VDOT STANDARD ST -1 STEPS SHALL * PIPE LENGTHS ARE REPRESENTED IN * VDOT STANDARD DI -3 CURB INLETS *SS SAFETY SLAB REQ'D. MANHOLE COVER FOR STANDARD MANHOLES, AND TOP OF INLET BOX FOR STORMWATER INLETS. BE USED FOR ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER. 2-D. SHALL ALL BE NOSE TYPE B. �z "�) 017 R COLUNS Z f__4 No. 35791 o� b'L91'01MAL 10) cn c: C) 0 t; Lu yu< uj � co 'Mo < 0 E IL 0 r, z O-00 OC2u- 0 z 0 0 u zob C) _j LU 0 0 DRAWN BY &COPELAND DESIGNED BY B.COPELAND CHECKED BY S.COLUNS N Lu 9 308 NO. SHEET NO. 24 OF 31 , I • 0 mrwo 0 plap m-,j ,.'.. ►� ...� rz'��wl�l - -..y �•� �+ ate•,`,.\. i • : ' r C ' .i• ��, •��,� ✓7 :� � `�� . � .��, tom,; �rl�i ,_ %! '� � � � � �: • � � ff*lW _ ,•mss 1 _��>i , . �,.. „'i •- `'., xy I WNW prS, IW4, MMA - ,: • �': , to, II ! 01-11-1 MMMW ` � !�` '� cam; � d �� -- •+�' , �' �' �' ON J% NOW .:: 41I�`'�'�,Y �.� �y� i.`.i • ~�� ' _ , �.� 'fir ..�.®•, ,i� ='.- __ �.`�•, � !� , l 1 .n_ 4 t•r - . 1 A/ 1 1 k, •1• •A / 1111 !r I f. ! _ � �' ' ' j _ _ , . �11 , s �►�, i \ a �t�t ' Yg • rr •�• a t t SEEN SION WAG 0*, aw 100 r i rmMej WN T971 9 TOT, M 1 .. r Ffo`.. a +�7YPICAL SINGLE FAMILY LAYOUT • • BIORETENTION ARE4 #1 BIORETEN77ON• • IMPERVIOUS � ARE4: IMPERVIOUS AREA: AROW= 118,071 SF ARow = 73,508 SF TOTAL IMPERWOUS ARE A 213,784 SF ' �� I ♦ N �• fit` �• A• �!' r.r.• A,:•'.�«�...�•.�Jt� EarWQV = 100,668x.0417• i+ . , ' • « REQUIRED VOLUME = 330 YD A 3 AVAILABLE VOLUME 173 YD A 3 aAVAILABLE VOLUMEI — ,• �0 , • �. IMPERVIOUS AREA: BULDABLE AREA 830 SF 804 SF TOTAL IMPERVIOUS AREA 36,634 SF r •} r.�l • .. 'I 1 36,634 1' • • REQUIRED • 1 AVAILABLE • i VOLUME YD JOB • 66360 .• OWN, SHEEr NO. 11 1 1 51, - - i N POST DEVELOPMENT POND DESIGN CRITERIA: OVERLAND DRAINAGE CONTRIBUTION: WQV = 112 INCH RAINFALL OVER DA = 5.5 ACRES IMPERVIOUS AREA C = 0.57 Tc = 14 MIN. IMPERVIOUS AREA = 18.5 AC. Qm = 21.95 (CFS) 808,626 SQ,FT. STIR. 801 STORM SEWER DRAINAGE CONTRIBUTION: WQV = 0,417 (FT) X 808,626 (SQ.FT.) DA = 38.6 ACRES = 33,720 CUBIC FEET CAwa = 22,00, Tcwo = 18.72 (MIN), Qioo = 13Z51 CAsoo = 5.03, Tcwo = 21,07 (MIN), Qioo = 29.60 AVAILABLE WQV = 122,146 CUBIC FEET Ckoo = 0.88, Tc7w = 12.38 (MIN), Qjoo = 6.62 Qm = 173.73 (CFS) INV -IN 6161.00 837 *SEE DRAINAGE CALCS FOR HYDRAULIC DATA INV.IN 656.08 805 Qmx = 170.54 (CFS) INV.OUT 655.98 81 PROPOSED GROUND 36" RCP BARREL - STIR. 839 316-82 L.F. 0 0.5% INV. 659.41 8' WETLAND FRINGE ELEV. 668.00 POND DESIGN {NO SCALE) TOP OF DAM FELEV. = 702-55 INV. 661.00 f 60" RCP RISER NORMAL WATER SURFACE 100 YEAR WATER SURFACE STR. 840 CELEV. = 668.25 ELEVATION TOP 668.25 rELEVATION 670.55' PROP, WATER SURFACE ELEVATION = 0.77 AC. EX. WATER SURFACE �ELEVATION = 0.62 AC. WQ)V = 122,146' CUBIC FEET BOTTOM ELEV. 663.00 1992 3.14 SEDIMENT BASIN SCHEMATIC is L E VA-ATIONS DESIGIN HIGH WAT ER .., (25 -YR. STORM ELEV.) 0.51 DRY '" STORAGE 67 WET " STORAGE SEDIMENT CLEANOUT POINT C WET 0 STORAGE REDUCED TO 34 C,Y,/ ACRE) CREST OF EMERGENCY / SPILLWAY --------------- RISER CREST DEWATERING DEVICE DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN ZYOAT R COOLL�U JNS oto. 35791 U$0 (25 --YF;. STORM ELEV.) L E U,.0 SHEET NO. MIN. 2.0 26 OF 31 MIN. 3.0' MIN. 1.0' 67 C.IY '/ AC. z 01V) 0) C DRY a' STORAGE ................... 6 0 t E ....... RISER CREST $7 C.IY./ AC. .......... ..... ... IL E 0 DEWATERING U.J Nm DEVICE m: fn3 mc F - UA > lu-.1-02 'Con cuej < U. 0 at 0 E Ui Uj 0 a I...0 ce CIS ZD 00 Z re U- om 0 C, z a) CD w C:, O� U) =3 0 Ln UU) Uj Z U C) co 0 V) > Uj > LU cy., (A Q 0 M U Uj �A > 0 -@ LU z 0 > 1 DATE: 411e v) 311IC14 POST DEVELOPMENT POND DESIGN CRITERIA: OVERLAND DRAINAGE CONTRIBUTION: WQV = 112 INCH RAINFALL OVER DA = 5.5 ACRES IMPERVIOUS AREA C = 0.57 Tc = 14 MIN. IMPERVIOUS AREA = 18.5 AC. Qm = 21.95 (CFS) 808,626 SQ,FT. STIR. 801 STORM SEWER DRAINAGE CONTRIBUTION: WQV = 0,417 (FT) X 808,626 (SQ.FT.) DA = 38.6 ACRES = 33,720 CUBIC FEET CAwa = 22,00, Tcwo = 18.72 (MIN), Qioo = 13Z51 CAsoo = 5.03, Tcwo = 21,07 (MIN), Qioo = 29.60 AVAILABLE WQV = 122,146 CUBIC FEET Ckoo = 0.88, Tc7w = 12.38 (MIN), Qjoo = 6.62 Qm = 173.73 (CFS) INV -IN 6161.00 837 *SEE DRAINAGE CALCS FOR HYDRAULIC DATA INV.IN 656.08 805 Qmx = 170.54 (CFS) INV.OUT 655.98 81 PROPOSED GROUND 36" RCP BARREL - STIR. 839 316-82 L.F. 0 0.5% INV. 659.41 8' WETLAND FRINGE ELEV. 668.00 POND DESIGN {NO SCALE) TOP OF DAM FELEV. = 702-55 INV. 661.00 f 60" RCP RISER NORMAL WATER SURFACE 100 YEAR WATER SURFACE STR. 840 CELEV. = 668.25 ELEVATION TOP 668.25 rELEVATION 670.55' PROP, WATER SURFACE ELEVATION = 0.77 AC. EX. WATER SURFACE �ELEVATION = 0.62 AC. WQ)V = 122,146' CUBIC FEET BOTTOM ELEV. 663.00 1992 3.14 SEDIMENT BASIN SCHEMATIC is L E VA-ATIONS DESIGIN HIGH WAT ER .., (25 -YR. STORM ELEV.) 0.51 DRY '" STORAGE 67 WET " STORAGE SEDIMENT CLEANOUT POINT C WET 0 STORAGE REDUCED TO 34 C,Y,/ ACRE) CREST OF EMERGENCY / SPILLWAY --------------- RISER CREST DEWATERING DEVICE DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25 --YF;. STORM ELEV.) i U,.0 SHEET NO. MIN. 2.0 26 OF 31 MIN. 3.0' MIN. 1.0' 67 C.IY '/ AC. DRY a' STORAGE ................... ....... RISER CREST $7 C.IY./ AC. .......... ..... ... WET"' STORAGE DEWATERING DEVICE SEDIMENT CLEANOUT POINT" I I DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25 -YR. EVENT) Source: Va., DSWC Plate 3.14-2 DRAWN BY &COPELAND DESIGNED BY B. COPELAND CHECKED BY 00 &COLLINS 0 SCALE AS SHOWN 0 0 0 F JOB NO. 66360 U,.0 SHEET NO. 26 OF 31 �q %,0 FRAME & COVER (SEE FIG, S-1—D,E.) STREET SURFACE OR NON—PAVED AREA 1'-0" MAX TD -1 REMAINING BACKFILL SHALL L ^V NOT CONTAIN ROCK MATERIAL "WEDG-LOK" TYPE 36"MIN LARGER THAN 6" IN ANY J DIMENSION DUBBER COATED STEEL 24"MI INTIAL BACKFILL* STEPS OR APPROVED 8"MIN (6" LIFTS) 1 EMBEDMENT 3'-O" MIN EQUAL CAST IN PLACE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER C) PRECAST REINFORCED NO. 68 STONE --- — ° BEDDING 6" max CONCRETE SECTIONS12"' 4" min .MIN IFOUNDATION (SHALL BE „0„ RING SEALS 'T E MAX ALL PIPE) .10 >E _} MINIMUM ELEVATION 12"-..,�--- — DIFFERENCE ACROSS M.H. 5" 4'-0" t ; FROM INLET TO OUTLET i �s M SHALL BE 0.20 FEET. 2" - 4 CONCRETE----,-. �a VARIES DEPTH OF FLOW FILLETS NOTE: WITH STAINLESS STEEL i ALL CONNECTIONS TO CHANNEL TO BE icf EXISTING MANHOLES SHALL �-- 3/4 DIAMETER OF P BE CORED AND A FLEXIBLE r CO�N�T-RIBUTING d "` ---- l . SEWER:. # & a as ' 12 A FILLETED INVERT OR A SMOOTH TYPICAL .• TRANSITION OF FLOW BETWEEN BLANCH INLET & OUTLET PIPE SMALL BE PROVIDED, EXTENDED BASE MIN, 6" BEDDING OPTIONAL NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. ALL JOINT$, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN NTS z p�0b FIG. S—I—A TD -1 NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED - 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -7 REMAINING BACKFILL SHALL W NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 6" IN ANY J DIMENSION E 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) 1 EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER C) oe HAUNCHING NO. 68 STONE --- — M vi ® a BEDDING 6" max 4" min IFOUNDATION (SHALL BE REQUIRED WHEN SOIL 'T E CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED - 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -7 TD -2 FRAME.& COVER SEE FIG. S -I -D, E /—STREET SURFACE OR NON -PAVED AREA SLOPED AREA .:,.►•r, . v , " "WEDG LOK" TYPE RUBBER COATED 1'-0" MAX 2 -O o STEEL STEPS OR APPROVED EQUAL CAST IN PLACE ° PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL V-0" MIN + THE DROP CONNECTION SHALL BE ONE OF THE FOLLOWING: 5" o, DUCTILE IRON PIPE (CLASS 50) b. P.V.C. PIPE BACKFILLED IN 6" 12 MIN' LAYERS do COMPACTED BY HAND 16" MAX TAMPERS. " 5 s MINIMUM ELEVATION DIFFERENCE @` 12"MIN 12"MIN ACROSS M.H. FROM INLET TO . VANES i �? OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH: �� y ► TRANSITION OF FLOW BETWEEN INLET do OULET PIPE SHALL BE -.p__ ' . tea. • : A , - l Q PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED do GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -I -C SEWER SERVICE LATERAL CONNECTION NOTES 1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3.MI IMF MOOT ,ADE FOR SEWER SERVICE CONNECTION SHALL BE 21: (1/4"PER Q 4,ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 2' MIN 5,ALL SEWER LATERALS SHALL HAVE; A MINIMUM COVER OF 3 FEET, 01 SALT TREATED FINISHED GROUND 2 x 4 MARKER i IN LINE WYE -TEE PLAN VARIES TYPICAL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S--2 I T,y DETA& SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED STANDARD LETTERS UNLESS OTHERWISE SPECIFIED TOP'. OF COVER BOTTOM OF COVER 1/2 MINIMUM AVERAGE WEIGHT SUPER CAST, INC., RING 190 lbs. MODEL NO, MH-RiCR--2001 COVER 120 lbs. OR APPROVED EQUAL 310 lbs. 25 1/4" 2334" 23 1/2" 2 1/6' 1t2� 7 1/2' 23 j� ♦ 3/4' 22 1/4" 1/2' 4 3/8" 24 1/2" i Ali 4 TYPICAL MANHOLE FRAME COV/ER NTS FIG S-1-0 TD -4 L� COUNTY OF ALBEMARLE Department of Planning & Community Development 401 Mctntire Rwid, Room 213 Charlottesville, Virginia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 40 t 2 December 29, 2003 Scott Collins 711 N. Courthouse Road Richmond, VA 23229 RE: SUB -03-217 Ballard Field Preliminary Plat; Tax Map 55, Parcel 71 Dear Mr. Collins: The Albemarle County Planning Commission, at its meeting on December 9, 2003, by a vote of 6:0, approved the above -noted preliminary plat. Please note that this approval is subject to the following conditions: 1. The final plat shall not be submitted for signature nor shall it be signed until the following conditions are met: a. Planning Commission approval of a critical slopes waiver; b. Show reserved right-of-way to the adjacent parcel, Tax Map 56 parcel 13. to allow for a future road connection; c. Show a public road connection to Haden Lane; d• Remove the "Western Avenue" road name; e. Zoning Administrator approval of the parking modification request; and f. Dedicate area for a Greenways trail along Lickinghole Creek. g. Owner of Tax Map 55 Parcel 75 approval of the extinguishment of the access easement to their property. 2. i ne foiiowutg items must reviewei and app owed by the Engineering Department hefnre the final plat can be recommended for approval. A completed submittal form and application, available at the Engineering Department, must accompany all submittals. a, Water resources staff approval of the detention waiver. There are no detention provisions currently on the plat, and if the waiver is not granted, the plat will need to be revised to show provisions b. Permission for off-site grading on tax map parcels 56-12, 56-11 B, 56-8. 56-8A, and 55-70F; c. A stormwater management/BMP plan, computations, and maintenance agreement. The BMP/stormwater detention basin location will require Engineering approval prior to final plat approval. This may require the elimination of one or more lots to accommodate an approved basin location; d. All drainage easements must be shown on the final plat: e. An erosion and sediment control plan, narrative and computations; f. A stream buffer mitigation plan; and g. Road plans and computations. If you have any questions or comments, please do not hesitate to contact me. Sincerely, 4 Margaret Doherty Principal Planner MD/j.--f Cc: Amelia McCulley Jack Kelsey March Mountain, LLG ra W No. 35791 , J E 3000 PSI CONC. BASE z BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN M vi ® a 4M fl aY 'T E �- >E _} BRANCH 12"-..,�--- — LU N +' t ; i �s M 2" - 4 FLEXIBLE CONNECTION lu NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND icf EXISTING MANHOLES SHALL �-- BE CORED AND A FLEXIBLE r U. 0 n CONNECTION BOOT " a INSTALLED a. 0 E TYPICAL MANHOLE PLAN SHOWING BLANCH TIE IN NTS FIG. S -1--B TD -2 FRAME.& COVER SEE FIG. S -I -D, E /—STREET SURFACE OR NON -PAVED AREA SLOPED AREA .:,.►•r, . v , " "WEDG LOK" TYPE RUBBER COATED 1'-0" MAX 2 -O o STEEL STEPS OR APPROVED EQUAL CAST IN PLACE ° PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL V-0" MIN + THE DROP CONNECTION SHALL BE ONE OF THE FOLLOWING: 5" o, DUCTILE IRON PIPE (CLASS 50) b. P.V.C. PIPE BACKFILLED IN 6" 12 MIN' LAYERS do COMPACTED BY HAND 16" MAX TAMPERS. " 5 s MINIMUM ELEVATION DIFFERENCE @` 12"MIN 12"MIN ACROSS M.H. FROM INLET TO . VANES i �? OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH: �� y ► TRANSITION OF FLOW BETWEEN INLET do OULET PIPE SHALL BE -.p__ ' . tea. • : A , - l Q PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED do GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -I -C SEWER SERVICE LATERAL CONNECTION NOTES 1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3.MI IMF MOOT ,ADE FOR SEWER SERVICE CONNECTION SHALL BE 21: (1/4"PER Q 4,ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 2' MIN 5,ALL SEWER LATERALS SHALL HAVE; A MINIMUM COVER OF 3 FEET, 01 SALT TREATED FINISHED GROUND 2 x 4 MARKER i IN LINE WYE -TEE PLAN VARIES TYPICAL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S--2 I T,y DETA& SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED STANDARD LETTERS UNLESS OTHERWISE SPECIFIED TOP'. OF COVER BOTTOM OF COVER 1/2 MINIMUM AVERAGE WEIGHT SUPER CAST, INC., RING 190 lbs. MODEL NO, MH-RiCR--2001 COVER 120 lbs. OR APPROVED EQUAL 310 lbs. 25 1/4" 2334" 23 1/2" 2 1/6' 1t2� 7 1/2' 23 j� ♦ 3/4' 22 1/4" 1/2' 4 3/8" 24 1/2" i Ali 4 TYPICAL MANHOLE FRAME COV/ER NTS FIG S-1-0 TD -4 L� COUNTY OF ALBEMARLE Department of Planning & Community Development 401 Mctntire Rwid, Room 213 Charlottesville, Virginia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 40 t 2 December 29, 2003 Scott Collins 711 N. Courthouse Road Richmond, VA 23229 RE: SUB -03-217 Ballard Field Preliminary Plat; Tax Map 55, Parcel 71 Dear Mr. Collins: The Albemarle County Planning Commission, at its meeting on December 9, 2003, by a vote of 6:0, approved the above -noted preliminary plat. Please note that this approval is subject to the following conditions: 1. The final plat shall not be submitted for signature nor shall it be signed until the following conditions are met: a. Planning Commission approval of a critical slopes waiver; b. Show reserved right-of-way to the adjacent parcel, Tax Map 56 parcel 13. to allow for a future road connection; c. Show a public road connection to Haden Lane; d• Remove the "Western Avenue" road name; e. Zoning Administrator approval of the parking modification request; and f. Dedicate area for a Greenways trail along Lickinghole Creek. g. Owner of Tax Map 55 Parcel 75 approval of the extinguishment of the access easement to their property. 2. i ne foiiowutg items must reviewei and app owed by the Engineering Department hefnre the final plat can be recommended for approval. A completed submittal form and application, available at the Engineering Department, must accompany all submittals. a, Water resources staff approval of the detention waiver. There are no detention provisions currently on the plat, and if the waiver is not granted, the plat will need to be revised to show provisions b. Permission for off-site grading on tax map parcels 56-12, 56-11 B, 56-8. 56-8A, and 55-70F; c. A stormwater management/BMP plan, computations, and maintenance agreement. The BMP/stormwater detention basin location will require Engineering approval prior to final plat approval. This may require the elimination of one or more lots to accommodate an approved basin location; d. All drainage easements must be shown on the final plat: e. An erosion and sediment control plan, narrative and computations; f. A stream buffer mitigation plan; and g. Road plans and computations. If you have any questions or comments, please do not hesitate to contact me. Sincerely, 4 Margaret Doherty Principal Planner MD/j.--f Cc: Amelia McCulley Jack Kelsey March Mountain, LLG ra o am v � �V) �0 o a v- Q) UJ J I v� Q H 0 H z v O m �a.i... z X $X 7") U0 U1.7..E UJ v v _J of W 3� , 0 �� UJ v LIJ j 7--i C7 arr•il � O 1�✓ d U H CY O J U) Ci Z < + 2 7; vi --UJ I� z o� * O QV o� L� �Y) > O O X v v f.,r E v., C ;) O v� ..O V v v >~ cn v sn O JOB NO. v -v v 663601 n o SHEET N0, cz g v 27 OF 3 � v COTT R COLLINS No. 35791 , I ONAL� E z y M vi ® a 4M fl aY 'T E �- >E _} — LU N +' W �s M 7 tai lu ~ icf z U. 0 n a. 0 E t3 z p�0b 'Sce 0 oce U_ o inv(uc:) o ■4 ill U) = in m M in z z , v "t IH z 0 z co > U UJ ce .M C G? Ce 0 L7 O CL U fl LU O (D � 0 > ifl DATE t� 3/110 o am v � �V) �0 o a v- Q) UJ J I v� Q H 0 H z v O m �a.i... z X $X 7") U0 U1.7..E UJ v v _J of W 3� , 0 �� UJ v LIJ j 7--i C7 arr•il � O 1�✓ d U H CY O J U) Ci Z < + 2 7; vi --UJ I� z o� * O QV o� L� �Y) > O O X v v f.,r E v., C ;) O v� ..O V v v >~ cn v sn O JOB NO. v -v v 663601 n o SHEET N0, cz g v 27 OF 3 � v JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, 1 s' 11 _. 1 1 5' 1 F WATER. SEWER > ?D epi 0 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETCJ EASEMENT WIDTHS, WATER DR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER LINES, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY, UTILITY LOCATIONS EASEMENT WIDTHS NTS FIG. W-1 1111=4 I ! . PLACE 5GALV. WITNESS » POST PAINTED BLUE TO INDICATE VALVE LOCATION AS o DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE yl ADJUSTABLE VALVE BOX W/ LID I BINGHAM & TAYLOR FIG. NO. 4905 I.1 (SCREW TYPE) OR APPROVED EQUAL � I - M.J. GATE VALVE ..n. J[C I MSC ,. 2500 P.S.I. CONCRETE n 2'x 2' BEARING AREA. THRUST BLOCK -� 4 .4 � e NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -18 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN P•DGR SOIL UNDER -CUT CONDITION UNSTABI. SOIL,. .INITIAL BACKFILL TONE STABLE SOIL OR #68 STONE N OTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH, 5. BELT. HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -1.3 s 1 `-CORPORAnaN STOP (3/4', 1•, 1 1/2". 2`) . `•✓ MUELLER NO. H-15000 FORD H0. F-600, OR - APPROVEO EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 ROADWAY 1 PAVEMENT w r __rCOATED STEEL BAND OR STAINLESS ~' STEEL CASING INSULATORS AS 36' MIN, MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC,, MODEL SSI, Si; OR 36' MIN, 0.25' MIN, THICKNESS BY CASCADE MODEL #CCS -905, OR "CONCRETE FILL STEEL CASING APPROVED EQUAL. BOTH ENDS 1 , ~ 2'-0' 7'-0' 9'-0' 2'-®' 2'-0, DUCTILE IRON PIP I 18' JOINT OF D.I, ®1 (PUSH ON JOINTS NOTE., 1, STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC„ IN LIEU OF �CONCRETE FILL. TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG, W-10 rp I FOR ALL BENDS FOR TEE OR WYE ITTINGS WIDEN TRENCHTO `� . - IF REQUIRED. min M �. �� a Qj EQUIRED SECTIONMIN SECTION PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS 1' TYPE .K. SIZE OF (FEET CU.YO. SCrT COiWFF. Z314'x3/4'x CU.YD. 3" THREAD I BEND 4" - V 2-8 Y-0 2* -6` t'-5 2'-8` 1 1/4' L H T L H T 18' 90 2.50 2.50 3.01 1 � 12' S'-3 9'-0 S-3 5'-O W-9 2 i/2" 4" & 6" 45 2.00 NOP(t0 2.60 0.15 TT@iG5 22 1/2 1.50 2.00 . 2.52 0.10 ^SAL SERVICE 2.25 2.50 O.i5 /--3/4" TYPE "K' 1.50 2.00 2.50 0.10 SCS T COPPER .t 90 3,66 3.16 SINGLE SERVICE 0.48 SADDLES SHALL BE USEO ON PVC PIPE. 45 2.66 2 THE SERVK:E LATERAI SWa 9E. THE SAME 2.77 0.26 SIZE AS THE COPPEIi3ETTi "1. EXCEPT AS NOTED y-- CAST IRON LID ABOVE OR UNLESS 0'1'4D44% APPROVED. 22 1/2 14 FINISHED GRADE 2.69 0.13 BROOKS 2200 SERIES BOX WTH I BEND, COUPUNO 2.66 EXTENSION OR APPROVED EWA. MUELLLER NO. H-15069 3/4'. 1) NO. H-,5068 ((1 112% 2) VALVE 11 1/4._ N UNPAVED MEAS FORD NO. Loa -33 3/4 NO tA2-44 ,) 1 2.67 0.13 NO. L02-66 1 1/2.) 36" BAN. COPPERS@TIER (PLACED ON STONE) NO. L02-77 2`) OR APPROVED EQUAL 4.83 3.83 3.42 FORD W72 (5/8'x3/47 W74 (t7 10" sfc 12" 45 3.33 OR APPROVED EQUAL 2.95 0.43 METER 4.00 2.83 0.52 22 1 f2 s 1 `-CORPORAnaN STOP (3/4', 1•, 1 1/2". 2`) . `•✓ MUELLER NO. H-15000 FORD H0. F-600, OR - APPROVEO EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 ROADWAY 1 PAVEMENT w r __rCOATED STEEL BAND OR STAINLESS ~' STEEL CASING INSULATORS AS 36' MIN, MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC,, MODEL SSI, Si; OR 36' MIN, 0.25' MIN, THICKNESS BY CASCADE MODEL #CCS -905, OR "CONCRETE FILL STEEL CASING APPROVED EQUAL. BOTH ENDS 1 , ~ 2'-0' 7'-0' 9'-0' 2'-®' 2'-0, DUCTILE IRON PIP I 18' JOINT OF D.I, ®1 (PUSH ON JOINTS NOTE., 1, STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC„ IN LIEU OF �CONCRETE FILL. TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG, W-10 rp I FOR ALL BENDS FOR TEE OR WYE ITTINGS WIDEN TRENCHTO `� . - IF REQUIRED. min M �. �� a Qj EQUIRED SECTIONMIN SECTION PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET CU.YO. (FEET) CU.YD. 3" THREAD I BEND 4" - V 2-8 Y-0 2* -6` t'-5 2'-8` 1 1/4' L H T L H T 18' 90 2.50 2.50 3.01 0.24 12' S'-3 9'-0 S-3 5'-O W-9 2 i/2" 4" & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 . 2.52 0.10 2 00 2.25 2.50 O.i5 11 1/4 1.50 2.00 2.50 0.10 90 3,66 3.16 3.21 0.48 8. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4._ 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" sfc 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 f2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED OWN ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD -14 [COVER LIFT NOTCH 14 1/2" 12 1/2' 12 3/8" WATER R CAST IRON LID • �• i8" hi`•l'R BOX �1 18" 6' EXTENSION PIPE SLOT BROOKS (2 PLACES) 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAI.SE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"--1" METERS) NTS FIG. W-7 TD -20 - FOR BENDS 8" do SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LIN_ E OF BEND. USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS, - FOR 18" BEND USE 3 STRAPS AS SHOWN. t}r 06- 4 BARS 0 12" ON CENTER I FOR 12 DS & LARGER $ y CONQRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND PIPE SIZE A 13 C R E F 11 1/4' 4' - 6 V-9 2'-3 2'-6" 1'_2 2'-0' 1 1/4* 8' 2-3' Y -O' 2'-6 1'-6' 2'-8' 1 1/4' 10" r-8 Y-9 2•-6 r-0 3'-0` 2' 12' 3'-0 4'-3" 3'-0` 2'-3'3'-6" 2 3" THREAD I 4" - V 2-8 Y-0 2* -6` t'-5 2'-8` 1 1/4' 8" X-0.4'-3 2'-6" 2'-6' 3'-3' 2` 221/2' 10' 3'-3' 5'-0 3'-0 2 -9' N-9 2' 12' Y-9.6'-3 '- '- •- Y 18' S'-0 T-6 3'-3 4'-0 V-812 1 2 45' 4" - 6 3'- 6_-_ Y -If 3'-s V-3 2 1/4 8' V-66'-6 S-0" X-8' T-9' 2 1 4 10" 4'-6 7'-6 X-0 4'-3' 5'-0 2 1/4 12' S'-3 9'-0 S-3 5'-O W-9 2 i/2" ta' 1'2" BENDS &_. CONCRETE CLASS "B' LARGER CHART FOR UPPER SECTION VERTICAL BLOCKING yQM STANDARD 90' HOOK; ON END OF ANCHOR BOLTS TO FACE CEN'TER.OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD -15 SIZE BRANCH AND VARIES VALVE THE SAME AS VALVE 60X WATER MAIN M.J. PLUG VARIES WATER MAIN ROD VALVE TO TEE ON --LINE (TYPE "B,r) VARIES THREADED FOR COUPLING AND CAP PVC SLEEVE - ID METER BOX ($EE FIG. W-71 THRUST BLOCK NO, 57 STONE VALVE 2" PIPE SLOPED TO DRAIN IF G M.J. FITTING RADE ALLOWS �•'+- 2" GALV. ,.,.:• VARIES y VARIES PIPE 2" THREADED TAP. PLUG DEAD END (TYPE "A") TYPICAL BLOW --OFF ASSEMBLY NTS FIG. W-8 TD -26 1 0fi �j COT? R. COLLINS 'Z NOTE: HYDRANT MUST 8E No. 35791 KENNEDY GUARDIAN (K -81A) EQUIPPED WTH CHARLOTTES- MUELLER CENTURION (A-423) VILLE THREADS WHICH IS o l J OR APPROVED EQUAL THE LOCAL STANDARD. �4�,�� Z! , LENGTH OF BRANCH VARIES `ZONAL 6' MIN ' TO 10 (270•) 2' � a $ � 7 CU. FT. 18' ALVE BOX zcm GRAVELC7 0 0 N3! v E.... > v, 4 w r4 ,� C 36"MIN :r�.. VALVE_'S' Imo- d ` •r TE X 6" r: • `s i13 > TEE _ L H o in 2500 P.SA. CONCRETE -' � < lima. 0 � --- BASE AND THRUST *'� r,%r:�` Z O c BLOCK AGAINST S, � W UNDISTURBED STABLE O CLF' A2 �. SOIL STEEL PILE `� Z oa 4.0 .0 z 3/4' THREADED RODS TO to WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. It A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZEDce THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED 0 C) V O ! THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT -" v % Z U }'u� Z NOTE 00 00 ,� 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. tO IY 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT +ice ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. U9 ,U) IT IS NOT ALLOWED IN THE DITCH. NL'' O ai _ ce ce TYPICAL FIRE HYDRANT ASSEMBLY DETAIL F_ _ N.T.S. LLJ FIG. W-4 z� Uj TD -17 d 0 > LI1 Cl s � DATE 4w U) 3/.x/04 DRAWN BY & COPELAN© DESIGNED BY B. COPELAND CHECKED BY & COLLIN,S SCALE NONE i O Q) ry ® V) � ca In z 0 a � o LLJ 0 N < o N c H 41 o z �V v LL >= N 1-•I y > U n � o� 3 O -� 06 U LLI O 0 J n L :Y U) Lu o n <i zs- �o 1 9j V 0 � 1•-9 � a I� � O uj Z 0m „_��_ LLI i--- t�N o �2 o � U o ar c y o •� U O V N N E 0, O v � v� E V ,- o v, v � O .0 0 L U � CO N �0 JOB NO. 66360 v` o SHEET NO. n 28 OF 31 - F_ Cv WIDTH = DIM. 'F" ICKNESS 0 FILLET WELD STRAP - 1/4" ST NDARD HEX NU 1/4' THICK PLATE WASHER 3" THREAD I 1Vol. NOMINAL INSIDE 3 4' ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE -j ta' 1'2" BENDS &_. CONCRETE CLASS "B' LARGER CHART FOR UPPER SECTION VERTICAL BLOCKING yQM STANDARD 90' HOOK; ON END OF ANCHOR BOLTS TO FACE CEN'TER.OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD -15 SIZE BRANCH AND VARIES VALVE THE SAME AS VALVE 60X WATER MAIN M.J. PLUG VARIES WATER MAIN ROD VALVE TO TEE ON --LINE (TYPE "B,r) VARIES THREADED FOR COUPLING AND CAP PVC SLEEVE - ID METER BOX ($EE FIG. W-71 THRUST BLOCK NO, 57 STONE VALVE 2" PIPE SLOPED TO DRAIN IF G M.J. FITTING RADE ALLOWS �•'+- 2" GALV. ,.,.:• VARIES y VARIES PIPE 2" THREADED TAP. PLUG DEAD END (TYPE "A") TYPICAL BLOW --OFF ASSEMBLY NTS FIG. W-8 TD -26 1 0fi �j COT? R. COLLINS 'Z NOTE: HYDRANT MUST 8E No. 35791 KENNEDY GUARDIAN (K -81A) EQUIPPED WTH CHARLOTTES- MUELLER CENTURION (A-423) VILLE THREADS WHICH IS o l J OR APPROVED EQUAL THE LOCAL STANDARD. �4�,�� Z! , LENGTH OF BRANCH VARIES `ZONAL 6' MIN ' TO 10 (270•) 2' � a $ � 7 CU. FT. 18' ALVE BOX zcm GRAVELC7 0 0 N3! v E.... > v, 4 w r4 ,� C 36"MIN :r�.. VALVE_'S' Imo- d ` •r TE X 6" r: • `s i13 > TEE _ L H o in 2500 P.SA. CONCRETE -' � < lima. 0 � --- BASE AND THRUST *'� r,%r:�` Z O c BLOCK AGAINST S, � W UNDISTURBED STABLE O CLF' A2 �. SOIL STEEL PILE `� Z oa 4.0 .0 z 3/4' THREADED RODS TO to WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. It A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZEDce THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED 0 C) V O ! THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT -" v % Z U }'u� Z NOTE 00 00 ,� 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. tO IY 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT +ice ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. U9 ,U) IT IS NOT ALLOWED IN THE DITCH. NL'' O ai _ ce ce TYPICAL FIRE HYDRANT ASSEMBLY DETAIL F_ _ N.T.S. LLJ FIG. W-4 z� Uj TD -17 d 0 > LI1 Cl s � DATE 4w U) 3/.x/04 DRAWN BY & COPELAN© DESIGNED BY B. COPELAND CHECKED BY & COLLIN,S SCALE NONE i O Q) ry ® V) � ca In z 0 a � o LLJ 0 N < o N c H 41 o z �V v LL >= N 1-•I y > U n � o� 3 O -� 06 U LLI O 0 J n L :Y U) Lu o n <i zs- �o 1 9j V 0 � 1•-9 � a I� � O uj Z 0m „_��_ LLI i--- t�N o �2 o � U o ar c y o •� U O V N N E 0, O v � v� E V ,- o v, v � O .0 0 L U � CO N �0 JOB NO. 66360 v` o SHEET NO. n 28 OF 31 - F_ Cv .§r - - � s r. - r. Aftal rA - - r « « I a a « , r• r �_ l /` cif •: / •- /- / -. - .. .. ;.-- �, t a: � � . ..: ■' .r� a ! . / ". � r , r � r ;- it ' / , :. r .. � ar -�•, �_ � � •« / Irl ' a !•-r r / .. .. �� :..♦ � F '.: ... �;r � r � « !: �" «' ,... «r�r r� rr *.ar � y , y. r ' r r - - � it - ..� � � r r, / •' / � � . / ' , / - / �r �.. �,� ,-,'.: ! r r ,: r r r,•, i.: r r :i/ / ...: r . a a • / ` • r �• a / r �: : •: ., _ rraf ,: , .._ F ;".. t �:%. .�"_. ,; � R..... �,., :� , /. r, '....j "•. -./' Imo, /.: CD -1 COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS 1{c.. 1111F, - Ss�a Unless specifically Indicated LL 9 combination underdrain with not be located at this point CENTER LINE SECTION when both subbase and (With type i select material) subgrade are stabilized. TRENCH PLACEMENT -•r- Pavement Surface &Base 000000000 o n o o-...--- Subbase • o • 00 0 • o . o • o • 00 0 • ro • aoo•o •o o •0 -.-- Se t ect Mater IQ t =T'ypE I or III o•o• •• 1• _ ; ; ; ; ; , No• 8 or No. 57 Aggregate Geotextite Drainage Fabric 11 -01 OR / -►- Pavement Surface & Base �o �0 0 0 0 o ro o o , Subbase or Cement Stabilized Subbase o • o • o ono oo ..- Select Mater i a t -Type II or Subgrade 1' - (Cement or) ime Stabilized) L z d 2. • No• 8 or No. 57 Aggregate 1'-0' Geotextite Drainage Fabric NON -PERFORATED OUTLET PIPE Type of Pipe Crushing Strength 4' Nom. D I a• 6' Nom. Dia. Corrugated Alum7nim 144 Smooth Wail PVC 1(03 153 Smooth Wall PE 70 PSI** 70 PSI*** *Wait Thickness (min) - inches Tested occordirng to ASTM D-2412 at 5% deflection, to EW -12 to EW -12 General Notes Trench shall be fitted with aggregate and through_ hand tamped to insure com- pactness. Pipe shall begin at the edge of pavement and shall be placed on a grade parallel to the shoulder slope (4% min. grade), On curb and gutter sections, where it is Impossibte to otherwise provide out tets for underdrains, they are to be located so as to drain Into drop Inlets or manholes. If it is necessary for the pipe to outfall into a cut ditch, the ditch is to be deep- ened if and as directed by the Engineer, On superetevated sections, trench is to be under entire pavement area with pipe on low side only. STANDARD C❑MBINATI❑N UNDERDRAIN (AT LOWER END OF CUTS) 108-04 VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR 9' ROAD SIGNS q � w 1 to _N 36" MAXIMUM LENGTH ALLOWABLE FOR ANY 9' SIGN MESSAGE 12' SPACE 18' MINIMUM LENGTH ALLOWABLE FOR ANY 9' SIMV A4ESSAGE RESERVED ON ALL 9' WIDTH SIGNS 48' MAXIMUM TOTAL LENGTH ALLOWABLE FOR ANY 9' WIDTH SIGN 30' MINIMUM TOTAL LENGTH ALLOWABLE FOR ANY 9' WIDTH SIGN 0 LAG BOLTS p SHAPE Horizontal Rectangle OR BOLT COLOR ROAD NAME SIGN THRU POST message: white reflectorized e for ed a or brown field-' green cell c Iz btu I SIZE HORIZONTAL 30' MINIMUM LENGTH FOR 9' WIDTH SIGN VER77CAL 9' FLAT ALUMINUM 48' MAXIMUM LENGTH FOR 9' WIDTH SIGN x SIGN MESSAGE PREFIX AND SUFFIX.• 3' capitals 4"x4 x12' LONG POST ROAD NAME 6' capl#ols LENGTH DEPENDS ON CHARACTERSIN THE LEGEND PRESSURE TREATED 24, 30, 36, 42, 46 SOUTHERN PINE -GRADE i PLATE etched aluminum 1 112' SC52H3B, 606175 alloy, or meets VDOT Specifications C) On o lr-L1`�LUJ APPMOX• 4'" HOLES - 3/8' DIA. 3/4' to 1 I12' CORNER RADIUS NOTE7.- ALUM1NUM THICKNESSES CG -6 CURB & GUTTER 2% " CONCRE SIDEWALK BASE !.5 -5 25 10- POINT OF FINISHED GRADE SURFACE 2% SUBBASE 16 TYPICAL STRETT' STCTION X40' R/yYj CG -6 CURB & GU SPECIFICATIO REFERENCE 232 501 701 p1� cZI-lit Z U _w N ID Z 0+ COMBINATION UNDERDRAIN CD -2 ON FILLS CENTER LINE SECTION (With type 1 select materiat) CD- 2 to EW -12 TOP OF CUT ��vi6' TOE OF FILL DITC SHOULDER LINE LINE IL EDGE OF PAVEMENT CD - slieepat®2Base 150tmm nen depth Type of Pipe Crushing Strength 4' Nom. Dia, 6' Nom Dia, Corrugated Atumin 1.4 Smooth Volt PVC 103 15 Smooth Watt PE 70 PSIe 70 PSIS w4 Wall Thickness (min) - inches Tested according to ASTM D-2412 at 5% deflection. SPECIFICATION REFERENCE STANDARD COMBINATION UNDERDRA I N of ON FILLS AT SAGS AND BRIDGE APPROACHES 701 VIRGINIA DEPARTMENT13F TRANSPORTATION 108.05 ROAD CLASSIFICA TIONS ROAD iA EDGE OF PAVEMENT PAVEMENT DESIGN Q ® A TT SHOULDER LINE TRENCH PLACEMENT SUBBASE BASE SURFACE (EIP -EP)WIDTH EP TOE OF FILL RIW - RIW WEST END DRIVE FINISHED GRADE -+- Pavement Surface & Base FINISHED GRADE CURB & GUTTER RIBBON CURB Subbase to EW -12 o•o•o•o c•o•o•o•o•o•o•o• . Select Material:rype I orIII PLAN VIEW SHOWING PLACEMENT OF 1 a No. 8 or No. 57 Aggregate CD -2 UNDERDRAIN 4- Geotextite Drainage Fabric General Notes 4" BM -25.0 OR 26' 30' 40' Trench shall be filled with aggregate an 690 +- Pavement Surface & Base throughly hand tamped to Insure com- pactness• 0000000 0 0000000 0 ..._ Subbase or Cement Stabilized Subbase Plpe shall begin at the edge of pavement 1' -0�' o• 0 o � o v ; r ; ; ; o • o • o • and h l s a t be la • o • a • -.-_ Se tett Material Type I I or Subgrade < Cement or Lime St i e placed on a grade para i le i ®� ilhc �Aou l der slope (4% min. grade). 340 ••-'On No. 8 or No, 57 Aggregate 1.5" SM -9.5A 26' Geotextite Drainage Fabric curb and gutter sections, where It Is Impossible to otherwise provide outlets fc WELBOURNE LANE 3+00 TO 5+00 70 underdrains, they are to be located so as 3" BM -25.0 1.5" SM -9.5A to drain into drop inlets or manholes. 30' 40' If It Is necessary for the pipe to outfatt PLACEMENT OF CD -2 UNDERDRAIN AT Into a cut ditch, the ditch Is to be deep - ened if and as directed by the Engineer. BRIDGE APPROACH SLABS 30' 40' WELBOURNE LANE 6+50 TO 9+50 On superetevated sections, trench is to b 6" 21-B _ * °° BIN -25 0 under entire pavement area with pipe on 26' 30' low side only, WELBOURNE LANE 9+50 TO 13+48 Approach Slob �-•-- Pavement 6" 21-B p 3" BM -25.0 Subbase NON-PFRFnRATFTI ntJTi FT PTPF CD - slieepat®2Base 150tmm nen depth Type of Pipe Crushing Strength 4' Nom. Dia, 6' Nom Dia, Corrugated Atumin 1.4 Smooth Volt PVC 103 15 Smooth Watt PE 70 PSIe 70 PSIS w4 Wall Thickness (min) - inches Tested according to ASTM D-2412 at 5% deflection. SPECIFICATION REFERENCE STANDARD COMBINATION UNDERDRA I N of ON FILLS AT SAGS AND BRIDGE APPROACHES 701 VIRGINIA DEPARTMENT13F TRANSPORTATION 108.05 ROAD CLASSIFICA TIONS ROAD VPD PAVEMENT DESIGN Q ® A "all " " STA. TO STA. SUBBASE BASE SURFACE (EIP -EP)WIDTH EP BIC BIC RIW - RIW WEST END DRIVE FINISHED GRADE CURB & GUTTER FINISHED GRADE CURB & GUTTER RIBBON CURB RIBBON CURB SURFACE 2%SURFACE _ Y 2X- 2% 2% _ 5+00 TO 9+00 1180 6" 21-8 4" BM -25.0 1.5" SM -9.5A 26' 30' 40' WEST END DRIVE 9+00 TO 14+00 690 6" 21-B 3" BM -25.0 1.5" SM -9.5A 26' 30' 40' WEST END DRIVE 14+00 TO 20+11 340 6" 21-8 3" BM -25.0 1.5" SM -9.5A 26' 30' 40' WELBOURNE LANE 3+00 TO 5+00 70 6" 21-9 3" BM -25.0 1.5" SM -9.5A 26' 30' 40' WELBOURNE LANE 5+00 TO 6+50 4Q0 6" 21-B 3" By -25.0 1.5" SM -9.5A 26' 30' 40' WELBOURNE LANE 6+50 TO 9+50 280 6" 21-B _ * °° BIN -25 0 1.5" SM -9.5A 26' 30' 40' WELBOURNE LANE 9+50 TO 13+48 170 6" 21-B p 3" BM -25.0 1.5" SM -9.5A 26' 30' 40' W BROOK VIEW ROAD 5+00 TO 15+00 400 6" 21-B 3" BM -25.0 1.5" SM -9.5A 26' Z <00N! 0 BROOK VIEW ROAD 15+00 TO 25+46 220 6" 21--B 3" BM --25:0 1.5" SM -9.5A 26' 30' 40' HAMPSTEAD DRIVE3 60 _ 6 21 B rr 8h�! -25.0 " 1.5 SM -9.5A 26 30 40' ALL +0 0 GRASS DALE LANE 130 6" 21-B 3" BM -25.0 1.5" SM -9.5A 26' 3D' 40' ALL l Y SUMMERFORD LANE 140 6" 21-8 3" BM -25.0 1.5" SM -9.5A 26' 30' 40' ALL LSU ZZ HADEN LANE ALL 1201 6" 21-8 3" BM -25.0 1.5" SM -9.5A 26' 30' 40' ALLEY N/AI NO SUBBASE 6" 21-B 2" SM -9.5A 12' NIA 24' ALL o~ 1 MIN. PAVEMENT DESIGN IS BASED ON A MIN. ICER VALUE OF 10. PAV. DESIGN MAY BE RENSED DUE TO SOIL CONDITIONS AT TIME OF CONSTRUCTION. 2 A PRIME COAT SHALL BE APPLIED BETWEEN 7HE' AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WITH V.D.O. T. STANDARDS. RIW 2% " CONCRE: SIDEWALK 1.5 25 5 - CG -6 POINT OF CG -6 CURB & GUTTER FINISHED GRADE CURB & GUTTER SURFACE 2% 2% ...` ' Qg %P ocl290 w0 7 M. 0 db 000 g - `-- BASE 25 9 9 25 23 TYPLCAL AY'TRL'L'T ,SUCTION ANO Rl#)r I- ,2 L 'D O v � �O �V) O o� s= sD o W Q H ° H Z yo LjL(D LU 1� s 0 0 � 3 cdO L s x � x V) v 0 L U U� �t 0 W ,r ° C mL) 00 Z o V .✓ D r - M o i� 0 � 0 o -� V) F- 7- < - -- LULU F7 °> F7 •_ U �2 rL V 0 O -L CL U v� > 0 •� U � o x N v � E n 0 C: � a o v, -a � V v •� n L V o v vii 0 JOB NO. o Y 66360 D 0 SHEEP' NO. a � 29OF31 iv �D p � CIL / R/W C%L CO.LUNS R/W POINT OF CG -6 POINT OF CG -6 FINISHED GRADE CURB & GUTTER FINISHED GRADE CURB & GUTTER RIBBON CURB RIBBON CURB SURFACE 2%SURFACE _ Y 2X- 2% 2% _ -- 2% 2% pp,Z/Z/44 14. �,.pQyp ap -•-•v'4•� Oavp Off Q O W'V `9 WO DaaO a - p�� . 0 tP0 OCOn�pip I �`OOO aW O ip 0D •-= . ,p dM- &C" Odd pa oQJa wvO0 OOOW t•' O•o '~ 4• 5" CONCRETE CPO 000 6 SIDEWALK 5" CONCRETE 3 BASE SUBBASE 5 SIDEWALK W BASE 3 25 10 16 25 5 4 2 6 6 2 4 s 24 0 TYPICAL ALLEY SEC IV TYPICAL ,I.S''TRL=., 'T 6y CY771011T X40 Rl#)r > =4 I- ,2 L 'D O v � �O �V) O o� s= sD o W Q H ° H Z yo LjL(D LU 1� s 0 0 � 3 cdO L s x � x V) v 0 L U U� �t 0 W ,r ° C mL) 00 Z o V .✓ D r - M o i� 0 � 0 o -� V) F- 7- < - -- LULU F7 °> F7 •_ U �2 rL V 0 O -L CL U v� > 0 •� U � o x N v � E n 0 C: � a o v, -a � V v •� n L V o v vii 0 JOB NO. o Y 66360 D 0 SHEEP' NO. a � 29OF31 iv �D p � X1;017 R. CO.LUNS No. 35791 314 -toRAL U > 6 W 0 s 0 w cc, 41 N >ED tU W Q, LL a %o Z <00N! 0 �Wu� {U Z pro c� +0 0 Cyo U. O Z C:, C) va C)In l Y _ rn L U LSU ZZ U1� Z 0 Z _ 0 H U) S ri -i LLI o~ lam. v O l - -L11 E LU _ CL O Z 9) 4) > !� DATE cr 311104 DRAWN BY B, COPELAND DESIGNED BY B. COPELAND CHECKED BY S. COLLINS SCALE AS SHOWN I- ,2 L 'D O v � �O �V) O o� s= sD o W Q H ° H Z yo LjL(D LU 1� s 0 0 � 3 cdO L s x � x V) v 0 L U U� �t 0 W ,r ° C mL) 00 Z o V .✓ D r - M o i� 0 � 0 o -� V) F- 7- < - -- LULU F7 °> F7 •_ U �2 rL V 0 O -L CL U v� > 0 •� U � o x N v � E n 0 C: � a o v, -a � V v •� n L V o v vii 0 JOB NO. o Y 66360 D 0 SHEEP' NO. a � 29OF31 iv �D N on. VA, WO] 9�& W Mi M 222 Acres 9 /S77?. 9-6 PROP SE 0D RUNDER OLD TRAIL ORI CONSMUCRON PLANS. PROPOSED S7R. 9-4, SIZED TO ACCOMMOD 7E JARMANS GAP DRAIN GE ..:.. ��,... � � ems. =KIM • SF 1+00 1+50 2+00 2-450 3+C 3+50 4+00 4+50 5+00 5+50 6+00 DATE 4) 4w U) 311104 DRAWN BY B.COPELANL) Horizontal Algnmfo..nt Station and Curve Report: DESIGNED BY Project: 66360 777u February 26 11:J0.-56 2004 S. COLLINS Alignment. Jormans Gap Road CHECKED BY Desc. Station Spirai/Curve Data Northing Easting s- COLLINS SCALE P/ 10+00 Length: 729.63 Course: 3912915.8313 11421452.8375 AS SHOWN S 73-27-25 E ---------------------- __ ---------------------------------- P/ 17+29.63 3912708.0787 11422152-2682 Length: 873.32 Course. S 89-41-22 E Delta: 16--3-57 ---------------------------------------------------------- Tangent Data -0 0: 10+00 3912915.8313 11421452.8375 z 15+15.72 3912768.9883 11421947.2068:30 0U) Length: 515.72 Course: S 73-27-25 E z ---------------------------------------------------------- 0 PC 15+15.172 Circular Curve Data 3912768.9883 114219472068 RP 3914206.8974 11422374.3104 PT 19+40.68 3912706.9194 11422J66. 181J Uj < 0 Delta: 16-13-57 Type: LEFT LJ_ -0 z 00 1-4 Z 0- Rcudius. 1500.00 DOC: 01-49-11 Le.-ngth: 424.97 7an gen t: 213.92 0� Midt-Ord.• 15.02 External. 15.18 > 0 z Chord. 423.55 Course. S 81-34-24 E 0 -2 00 X- Es: 15.18 (D a - X Z 0 - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 Lu P/ 26+00.0)9 3912703.3458 11423025-5779 LU -0 0 0 `-C ---------------------------------------------------------- CL < Tangent Data �, m°' im 19+40.68 3912706.9194 11422366.1813 Uj 0- J= 26+00.09 J912 70J. J458 11423025.5779 Z >, E Length: 659.41 Course: S 89-41-22 E 0 r, 0 :Q :3 �ll Z n 0 Ce D 0 INLEr PROWC770N D/VVMON DIKE CaVS7RUC770N ENTRANCE SILT mvx DATE 4) 4w U) 311104 DRAWN BY B.COPELANL) Horizontal Algnmfo..nt Station and Curve Report: DESIGNED BY Project: 66360 777u February 26 11:J0.-56 2004 S. COLLINS Alignment. Jormans Gap Road CHECKED BY Desc. Station Spirai/Curve Data Northing Easting s- COLLINS SCALE P/ 10+00 Length: 729.63 Course: 3912915.8313 11421452.8375 AS SHOWN S 73-27-25 E ---------------------- __ ---------------------------------- P/ 17+29.63 3912708.0787 11422152-2682 Length: 873.32 Course. S 89-41-22 E Delta: 16--3-57 ---------------------------------------------------------- Tangent Data -0 0: 10+00 3912915.8313 11421452.8375 z 15+15.72 3912768.9883 11421947.2068:30 0U) Length: 515.72 Course: S 73-27-25 E z ---------------------------------------------------------- 0 PC 15+15.172 Circular Curve Data 3912768.9883 114219472068 RP 3914206.8974 11422374.3104 PT 19+40.68 3912706.9194 11422J66. 181J Uj < 0 Delta: 16-13-57 Type: LEFT LJ_ -0 z 00 1-4 Z 0- Rcudius. 1500.00 DOC: 01-49-11 Le.-ngth: 424.97 7an gen t: 213.92 0� Midt-Ord.• 15.02 External. 15.18 > 0 z Chord. 423.55 Course. S 81-34-24 E 0 -2 00 X- Es: 15.18 (D a - X Z 0 - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 Lu P/ 26+00.0)9 3912703.3458 11423025-5779 LU -0 0 0 `-C ---------------------------------------------------------- CL < Tangent Data �, m°' im 19+40.68 3912706.9194 11422366.1813 Uj 0- J= 26+00.09 J912 70J. J458 11423025.5779 Z >, E Length: 659.41 Course: S 89-41-22 E 0 r, 0 :Q :3 �ll Z n 0 Ce D 0 DRAINAGE DESCRIPTIONS _j (n a 0 Varies 0' to 9' to 0' 85' INFORMATION 0 SIR. No. COMMENTS Uj DIA. LENGTH Std. CG -6 INVERT INVERT CA INLET 0 R COLUNS Z Existing Ground Curb & Gutter Reqd. OverlaNO. OUT TYPE 35791 STATION LENGTH ,cut 4' 2" SM -9.5 A Existing Pavement with 2" SM -9.5 A bio 0 SID IS -1 , ES -1 REQD 0 B 13+38.77 4" BM -25.0 1-2 15 116.31 720 ORAL 728.88 RCP N 2 E Fill 530 ,Z,. 0cp (Existing Pavement) 0 fApy D1 -3B B 14+55.06 12.0 7J7.40 2-3 15 113.62 1.31 728.78 727.29 RCP N C) 0 E 0 8" 21-B-1 14= 734.11 0 STD IS -1 REQD > E 0 DI -JB B Existing Ground 12.0 \�_SM UD -4 LU LU In,b :r F_ UNDERDRAIN REQD. 3-4 18 LU > 0.96 727.19 726.66 RCP x JAJ?JfAffS CAP .LEFT TURN L4_,VE U q) STD IS -1 REQD TYPICAL STREET SECT z n or,. a. w _15 22 E r 0) 1 -3C D1 -JC 3 16+25.00 8.0 731.58 -10W STA. f3*25.36 TO 2f -74-30.2f H= 7JJ. 36 STD IS -1 REQD 0 5 1"4' z 0 co 73 �' & 2 !� U_ 4w z 0 r DI -JB B 19+09.71 12.0 7JJ.J5 UN w C) q, sw fA -4 L= 733. JO 8.5' 15 0' to 9' 0.52 728.78 728.41 RCP N P UVaries U)LU CAU 4 0 C IN= 73-310.3 STD IS -1 REQD L= 732.97 > 0 -5i 14= 7,31.67 -0 STD IS -1 REQD L= 731.51 D L7 0 > STD IS -1 REQDo 6 DI -JB B Std. CG -6 12.0 733.02 6-7 1=4 154.17 0.67 728.31 727.28 RCP N Overlay 7 Curb & Gutter Reqd. Z co -- U)> DI -JB 3 16+80.72 12.0 731.85 7-4 Existing Pavement 54.92 0.95 1 727.18! 726.66 RCP II/ 8 with 2" SM -9.5 A 2" SM -9.5 A B 15+96.31 4" 731.64 XM JOB NO. STD EW -1 REQD 66360 rz U) 4" BM -25.0 21 51.53 0.99 726.56 726.05 RCP 111 C OUT 1 21 1 40.15 1.12 2 7 725.50 27. • RIM ELEVATION REFERS TO 714E TOP OF INLET BOX FOR STORMWATER INLETS. _,0 SHEET NO. CL • VDOT STANDARD ST -1 STEPS SHALL BE USED FOR ALL STRUCTURES MTH A DEPTH OF 4'-O" OR GREATER., (Existing Pavement) • "H" AND 1" DESIGNATIONS REFER TO THE HIGH AND LOW ELEVATIONS OF DI -38 INLET BOXES ON GRADE. cry P~ `1- 0 0 Ce R- 21-B SM UD -4 2. 0 Q� UNDERDRAIN 'D. Existing Ground JARM-4AS GAP RICHT TURN LANE LU E TYPICAL STREET SECTION CL 0 LU STA# 1474,267 TO f 677L96.31 RIGHT SIDE NOTES: z 0 > 1. STA. 14+25 TO 14+75 USE 2:1 FILL SLOPE f =4 > DATE 4) 4w U) 311104 DRAWN BY B.COPELANL) Horizontal Algnmfo..nt Station and Curve Report: DESIGNED BY Project: 66360 777u February 26 11:J0.-56 2004 S. COLLINS Alignment. Jormans Gap Road CHECKED BY Desc. Station Spirai/Curve Data Northing Easting s- COLLINS SCALE P/ 10+00 Length: 729.63 Course: 3912915.8313 11421452.8375 AS SHOWN S 73-27-25 E ---------------------- __ ---------------------------------- P/ 17+29.63 3912708.0787 11422152-2682 Length: 873.32 Course. S 89-41-22 E Delta: 16--3-57 ---------------------------------------------------------- Tangent Data -0 0: 10+00 3912915.8313 11421452.8375 z 15+15.72 3912768.9883 11421947.2068:30 0U) Length: 515.72 Course: S 73-27-25 E z ---------------------------------------------------------- 0 PC 15+15.172 Circular Curve Data 3912768.9883 114219472068 RP 3914206.8974 11422374.3104 PT 19+40.68 3912706.9194 11422J66. 181J Uj < 0 Delta: 16-13-57 Type: LEFT LJ_ -0 z 00 1-4 Z 0- Rcudius. 1500.00 DOC: 01-49-11 Le.-ngth: 424.97 7an gen t: 213.92 0� Midt-Ord.• 15.02 External. 15.18 > 0 z Chord. 423.55 Course. S 81-34-24 E 0 -2 00 X- Es: 15.18 (D a - X Z 0 - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 Lu P/ 26+00.0)9 3912703.3458 11423025-5779 LU -0 0 0 `-C ---------------------------------------------------------- CL < Tangent Data �, m°' im 19+40.68 3912706.9194 11422366.1813 Uj 0- J= 26+00.09 J912 70J. J458 11423025.5779 Z >, E Length: 659.41 Course: S 89-41-22 E 0 r, 0 :Q :3 �ll Z n 0 Ce D 0 DRAINAGE DESCRIPTIONS _j (n a PIPE INFORMATION INLET INFORMATION 0 SIR. No. COMMENTS Uj DIA. LENGTH SLOPE INVERT INVERT M,47ERIAL INLET NOSE INLET SLOT RIM (tin.)(7.) IN OUT TYPE TYPE STATION LENGTH ELEV, < 0 SID IS -1 , ES -1 REQD 0 B 13+38.77 1-2 15 116.31 720 73725, 728.88 RCP N 0 14= 737.44 STD !S-1 REQD z L= 73Z 18 0 0 < 2 D1 -3B B 14+55.06 12.0 7J7.40 2-3 15 113.62 1.31 728.78 727.29 RCP N 14= 734.11 0 STD IS -1 REQD DI -JB B 15+69.24 12.0 734.07 L= 733.85 X Q) 3-4 18 55.00 0.96 727.19 726.66 RCP x q) STD IS -1 REQD 4D 1 -3C D1 -JC 3 16+25.00 8.0 731.58 H= 7JJ. 36 STD IS -1 REQD 0 5 DI -JB B 19+09.71 12.0 7JJ.J5 L= 733. JO 5-6 15 71.46 0.52 728.78 728.41 RCP N IN= 73-310.3 STD IS -1 REQD L= 732.97 > 0 -5i 14= 7,31.67 -0 STD IS -1 REQD L= 731.51 D L7 0 > STD IS -1 REQDo 6 DI -JB B 18+J7.21 12.0 733.02 6-7 15 154.17 0.67 728.31 727.28 RCP N 7 DI -JB 3 16+80.72 12.0 731.85 7-4 15 54.92 0.95 1 727.18! 726.66 RCP II/ 8 DI -3C B 15+96.31 8-0 731.64 JOB NO. STD EW -1 REQD 66360 rz U) 4-8 21 51.53 0.99 726.56 726.05 RCP 111 OUT 1 21 1 40.15 1.12 725.99 1 725.50 RCP 111 • RIM ELEVATION REFERS TO 714E TOP OF INLET BOX FOR STORMWATER INLETS. _,0 SHEET NO. CL • VDOT STANDARD ST -1 STEPS SHALL BE USED FOR ALL STRUCTURES MTH A DEPTH OF 4'-O" OR GREATER., w1 OF 31 • "H" AND 1" DESIGNATIONS REFER TO THE HIGH AND LOW ELEVATIONS OF DI -38 INLET BOXES ON GRADE.