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HomeMy WebLinkAboutWPO200500059 Plan - Stormwater Mitigation Plan 2006-04-26PLAN NOTES GENERAL 1. THE ABBREVIATION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION.. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONMS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 3. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 4. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, AINY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDVTELY AND NOTIFY THE ENGINEER. 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDIMO"': • =WRING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REIQUIRL:;...�;NT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DIEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION ViHTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER ,; _ sME ENGINEER". 8. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, ETC.) SHALL BE THE RESPO!".' .;;-FTY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACT!",- ITY SHALL F::';: REPAIRED, REGRADED, AND RESEEDED. 10. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 11. IN ACCORDANCE WITH SECTION 19.3-9.2 OF THE WATER PROTECTION ORDINANCE, EROSION AND SEDiMENTF CONTROL PLANS FOR SINGLE FAMILY DWELLINGS WILL BE REQUIRED IN ALL LOTS. 12. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDEIR TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MAMIUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 13. CLEAR SIGHT LINES MUST BE PROVIDED AT ALL INTERSECTIONS. CONTRACTOR SHALL CLEAR AND GRADE! AS NECESSARY TO PROVIDE THE REQUIRED SIGHT DISTANCES. 14. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL PkCT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 15. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL TWE PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARDS SB -1. SURVEY & TOPOGRAPHY 1. PHYSICAL SURVEY INFORMATION FROM AN AERIAL SURVEY BY JAMES BELL, L.S., MINERAL, VA. ADDITIONAL SURVEY INFORMATION AND BOUNDARY PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR, IMC., CHARLOTTESVILLE, VIRGINIA. 2. SURVEY DATUM: USC&GS VERTICAL DATUM NAVD '88 3. BASIS OF BEARINGS: VASP GRID NORTH, VA SOUTH ZONE NAD'83 W WATER LINE (EX. / PROP.) - . - • BOUNDARY / RIGHiT-OF-WAY LINE WV ® WM O WATER VALVE / METER I.F. IRON PIN FOUND FHA ( FIRE HYDRANT I.S. IRON PIN SET YH �- YARD HYDRANT CG -6 SETBACK LINE BOA (i BLOW -OFF ASSEMBLY - - EASEMENT LIMITS3 SS SANITARY SEWER LINE (EX. / PROP.) - CENTERLINE COO CLEANOUT - -- - - CONTOUR LINE (Ex. / PROP.) MH MANHOLE 3:1- F-2.50%- DEGREE / DIRECTION OF SLOPE -SD- STORM LINE (EX. / PROP.) +479.70 SPOT ELEVATION DI L -F0_1 STORM INLET HP HIGH POINT YD M YARD DRAIN LP LOW POINT DSO DOWNSPOUT W --tea-- DITCH WITH LINING G GAS LINE (EX / PROP.) -+►- - - - - - - - -•-- DITCH 1 SWALE GV ® GM O GAS VALVE / METER - . - • WATER COURSE OHE OVERHEAD ELECTRIC (EX. / PROP.) BM+ BENCHMARK UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB PPo POWER POLE CG -6 VDOT STD. CURB & GUTTER LP -(> LIGHT POLE CG -12 VDOT STD. HANDICAP RAMP GUY GUY WIRE HC HANDICAP PARKING SYMBOL EM ELECTRIC METER DIP DUCTILE IRON PIPE ® TRANSFORMER RCP REINFORCED CONCRETE PIPE -------OHI OVERHEAD COMMUNICATIONS (EX. / PROP.) CMP CORRUGATED METAL PIPE UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PVC POLYVINYLCHLORIDE PIPE PED ® UTILITY PEDESTAL HDPE HIGH-DENSITY POLYETHYLINE PIPE FES FLARED END SECTION VC VITRIFIED CLAY PIPE TBS TO BE SAVED FIFE FINISHED FLOOR ELEVATION TBT TO BE TRANSPLANTED TBR TO BE REMOVED m ALBEMARLE COUNTY, VIRGINIA "'�INA lDUDl-jlC ROAD P ANS 11 - - _r -13 111111IN 99. I III 4m, 1 ILWIval CIVIL ENGINEE?,S PLANNERS t,SURVEYORS 10 6th STREET, NE CHARLOTTESVILLE,R9 qtr PH. 9 49 434-296-6497 DATE,-, 7-19-05 PUBLIC ROAD CONSTRUCTION 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM VDOT. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHeLL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. Al EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUiTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTRC- PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR'ESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A (UBGRADE SOIL CBR OF 5 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AID SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE IFILL OR CUT SLOFE IS 2:1. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN! EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR; A NATURAL WATIRCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DITERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINIC I OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, !t_ SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIITHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SECTION ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDA2D PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OIINION OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIMENTIAL SUBDIV AON STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON -THE TYPICAL PAVa-MENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED) BY THE DEVELOPER. PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING /AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATFIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS, TO BE POSTED ON SPEED LIMIT SIGNS, ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5 MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT 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. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. VICINITY MAID V= 9 EXIT 11464 r INTERSTATE �� TO Otiq RIE. g31 R�02" 00 *SITE TAYLOR'S GAP 17. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM IN ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOTAND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE IS TO BE USED, THE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. 18. PROVIDE END SECTION OR HEADWALLS ON CULVERTS AS SPECIFIED. PLACE CULVERTS IN STREAMBED WHEN POSSIBLE. LENGTHS SPECIFIED ON CULVERTS INCLUDE END SECTIONS. 19. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF THE ROADWAY BEFORE (PLACING EMBANKMENT. 20. OUTFALL DITCHES SHALL BE GRADED AS NECESSARY TO PROVIDE A MINIMUM SLOPE OF 1% FROM OUTFALL AT' CULVERT TO EXISTING GRADE IN EXISTING SWALES. 21. UNLESS OTHERWISE NOTED. ALL PAVEMENT RETURN RADII AT INTERSECTIONS ARE 35 FEET. ALL PAVEMENT RETURN RADII AT CUL-DE SACS ARE 35 FEET. ALL RIGHT-OF-WAY RETURN RADII AT INTERSECTIONS AND CUL -DE -SAGS ARE 25 FEET. ALL CUL-DE-SAC PAVEMENT RADII ARE 45 FEET. ALL CUL-DE-SAC RIGHT-OF-WAY RADII ARE 55 FEET. 22. DEPTH OF DITCHES SHALL BE INCREASED AS REQUIRED IN A TRANSITION BEGINNING 20 FEET UPSTREAM OF CULVERT: THE DITCH S>D SLOPES MAY BE INCREASED TO A MAXIMUM OF A 2:1 AT THE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE CULVERT. 23. ALL DRIVEWAY CULVERTS TO BE 12" CMP, MINIMUM LENGTH 24', UNLESS NOTED OTHERWISE. 24. THE MINIMUM HORIZONTAL RADIUS FOR CHANNELS IS 25'. CHANNEL JUNCTIONS SHALL USE A 30 DEGREE OR SAMALLER ANGLE BETWEEN JOINING CHANNELS UNLESS AN ALTERNATIVE DESIGN IS APPROVED BY THE COUNTY ENGINEER. l �\ . li) . �� I!) li) �; .�� \ 11"1101(soll: Im . �� " l I VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. Ns. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRC 31NIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 6TH EDITION SHEET IND SHEET 2 OVERALL PLANT SHEET 3 LOAD A PLANT & PROFILE SIXA.10+00 TO 23+00 SHEET 4 ROAD A PLATT & PROFILE S7A. 23+00 TO 37+00 SHEET 5 ROAD A PLAN & PROFILE S;TA. 37+00 TO END MINIMUM LOT SIZE: ROAD B PLAN & PROFILE STA. 10+00 TO END SHEET 6 ROAD C PLAN & PROFILE STA. 10+00 TO END RURAL PRESERVATION TRACTS: ROAD D PLAN & PROFILE STA. 10+00 TO END SHEET 7 ROAD E PLAN & PROFILE S,TA.10+00 T023-30 SHEETS ROAD E PLANT & PROFILE STA. 23+00 TO END MAXIMUM LOT SIZE: ROAD F PLAN & PROFILE STA. 10+00 TO END SHEET 9 STORMWATER MANAGEMENT PL AN SHEET 10 EXISTING POND SHEET 11 MITIGATION PLAN SHEET 12 DETAILS SHEET 13 CUILVERT PROFILES SHEET 14 EROSION & SEDIMENT CONTROL DOTES & DETAILS SHEET 15 EROSION & SEDIMENT CONTROL PLANT NORTH SHEET 16 EROSION & SEDIMENT CONTROL PLAN SOUTH r, evietkied eavdcl Approved! b nivel C 1 bj wevel�.�ppntant DiaparIY eA F -11-L Y" �ui�n�3ur� I" l 1: C l li) .�� " I TAX MAP 74, PARCEL 5, DEED BOOK 1520 / PAGE 353* DRAINAGE DISTRICT - TAX MAP 74, PARCEL 7, DEED BOOK 9341 PAGE 166 MAGISTERIAL DISTRICT: SAMUEL MILLER NORTHERN PORTION OF THE SITE IS IN THE SOUTH FORK RIVANNA RIVER EXISTING ZONING: RA RESERVOIR, ZONING OVERLAY DISTRICTS: NONE SOUTHERN PORTION OF THE SITE IS CONSIDERED IN OTHER RURAL AREAS. TAX MAP 74, PARCEL 5: 470.297 ACRES TAX MAP 74, PARCEL 7: 47.753 ACRES OWNER/DEVELOPER: TOTAL PROJECT AREA: 518.05 ACRES DEVELOPMENT LOTS: TOTAL AREA: 127.35 ACRES NUMBER OF LOTS: 36 MAXIMUM LOT SIZE: 5.76 ACRES MINIMUM LOT SIZE: 2.86 ACRES AVERAGE LOT SIZE: 3.54 ACRES RURAL PRESERVATION TRACTS: TOTAL AREA: 381.84 ACRES NUMBER OF LOTS: 4 MAXIMUM LOT SIZE: 104.75 ACRES MINIMUM LOT SIZE: 84.61 ACRES AVERAGE LOT SIZE: 95.46 ACRES GROSS DENSITY: 0.077 DU/AC ACRES IN: LOTS: 509.16 ACRES (98.28%) DEVELOPMENT LOTS. 927.32 ACRES (24.5791o) RURAL PRESERVATION TRACTS. 389.84 ACRES (73.79%) ROW: 8.89 ACRES (1.72%) TOTAL AREA: 518.05 ACRES (100%) INTEREST HOLDERS: THE ROCKS, LLC 1340 STONY POINT ROAD CHARLOTTESVILLE, VA 22901 MACMILLAN PACE 1390 CORKTREE LANE CHARLOTTESVILLE, VA 22901 SOUTHLAND HOMES, INC. 1340 STONY POINT ROAD CHARLOTTESVILLE, VA 22901 ASSOCIATED DEED BOOK AND PAGE NUMBERS: DEED BOOK 898 /PAGE 347 DEED BOOK 365 /PAGE 116 DEED BOOK 365 /PAGE 118 DEED BOOK 292 /PAGE 432 DEED BOOK 292 /PAGE 431 DEED BOOK 295 /PAGE 456 DEED BOOK 295 /PAGE 455 DEED BOOK 337 /PAGE 055 DEED BOOK 644 /PAGE 334 1.10-04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS PLANNING 4.03-13.06 AGENCY COMMENTS ENGINEERING FIDE SAFETY R. 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O k� .,/ .��. �^ �. � �,� j / J �! (�� `` -,O_ ® fIi /0/�/�d��-- SUBDIVISION ! 1 1 ; It / s � ^19 i r j 'A 1 a o0 '� 1 i �^` '" ".s / ! 1 4 � % .` '-.-' --- .�.....r- w ^-�. � ®�.,.. °°'�.. ','`�. , ��. •,� O ® O �.. ,_ •.mss d ! , � � � � ? � 1 ` �, ✓ / j f �, � +""' '� ®-'. °�..INVVVA 'I " I H - EDI\.A ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND , SURVEYORS 200 6th STl�EE l , loll: CHt 'LOTTESVIEEE, VIRGINIA 22902 PH. 434-295-64% FAX 434-296-6497 Mt R. X3/7/ SCALE: 1)9=200' ISSUED: 7=I9-05 DRAW'T BY: ERF REVISIONS: 1. 10-04-05 AGENCY COMMENTS 2.12-219-05 AGENCY COMMENTS 3.02-10-06AGENCY CY COMMENTS 4.03-13-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these pians) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, Including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. 0 TERRA PARTNERS, LLC M 0.i k CIL INTX. DICK WOODS ROAD STA. 10+00.00 •'i :Zi W1 •ji X01 W1 C:�L SEE SHEET 6 SEE SHEET 5 GRAPHIC SCALE so 0 25 50 100 I ( IN FEET ! 1 inch = 50 ft. i 25% OR GREATER SLOPES, TYPICAL ROAD A - PLAN C.I. = 2' 670 mel 610 9 + 10 + 11 + 12 + 13 + 14 + 15 + 16 + 17 + 18 + 19 + 20 + 21 + 22 + 23 ROAD A - PROFILE 200 T iT 1H �XDI\.�XDI\.A � JIL ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STREET, NE CI Ai2I OTTESVILLE, VIRGINIA 22902 PH. 434-295-64% FAX 434-2%-6497 Elliot R. Uc.ndl • •197 SCALE; H I "=50' V 1))=10' ISSUED: 7-19-05 DRAWN BY- ERF REVISIONS: I. 10-04-05 .AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC i �Vl STA1'4+19; P I ELE = 659.20 A= 3.00 100 VC 2.00 0 o `t WI STA = 16+0 c) C.0 P II ELEV = 645. 5 LZ d a �� K= 9.23 d Cq C"' + 00 C> m J o ctz o C0 N q , W U d U 4 CO + ~ W S W \ > 07 > _ W a cL L � u) -_ t__ + o 't P ELEV = 615.6 ' VI STA = 11+0 - _ `— - ( > U Lo + VI STA z TA P I EL = 680. 5 —� a > `s' �, %4614 = 6.50 : A = 7.3 Q K = 11.54 ,j -i o_ K = 3.05 � 75 VC 400 VC ._ L �. LO N N N CO � + a0 N to > W 1— U > W U a- a a I U 6 O PROPOSED GRA E - CEN ERLINE i o EXISTINGGROW D - 20' L FT y ` ' o U N Q EXISTING GROW ID - CENTERLINE - 0 0 ci EXISTINGROU D - WRIGHT HT Z EXISTII JG CENTERLINE PROPOSED CEN ERLINE z — ,- PROPOSED CULVERT #2- _, ELEVATION, TYPICAL ELEVATION, TYPICAL Q _j _-_ _ - V c) v � t� Mfl COtet o0 � Q T ) rl— J C r � � ` dOQ q CO . c) M 7 () A (y CL Mco C7�O OAM �F-: MM NT 0 � °�cO nN A "0 A � ( � O 0 rn �00 NQ1�` m I CC) Cp CU t� CO C Q � D O CCD C p M 3 C CC � CJ O-\Mt kl� CD" CO Q L1n CC ?�y �O CO O co (0 ( ( � m�� Q S C.I. = 2' 670 mel 610 9 + 10 + 11 + 12 + 13 + 14 + 15 + 16 + 17 + 18 + 19 + 20 + 21 + 22 + 23 ROAD A - PROFILE 200 T iT 1H �XDI\.�XDI\.A � JIL ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STREET, NE CI Ai2I OTTESVILLE, VIRGINIA 22902 PH. 434-295-64% FAX 434-2%-6497 Elliot R. Uc.ndl • •197 SCALE; H I "=50' V 1))=10' ISSUED: 7-19-05 DRAWN BY- ERF REVISIONS: I. 10-04-05 .AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC .•t ..o Wo ••o 65( W1 6 _ GRAPHIC SCALE \ \ \ \ ` \ / / J / ✓ '" \ \ 50 0 25 50 100 \' 1 \ \ \ \ B9 \ \ _ -_ , - ! \ = l ` ( IN FEET ) 1 inch = 50 ft. 00010 40, 23 + 24 + 25 + 26 + 27 + 28 + 29 + 30 + 31 + 32 + 33 + 34 + 35 730 720 710 700 ::N • E • E + 36 + 37 ROAD A - PROFILE 200 1 A ENGINEERING AN D LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND R IHARLO 200 6th STREET, TE 6 X 434 29 624299702 E11 R. Fendi Uc- N C 197 SCALE: H 194=509 V 199=10' ISSUED: 7-19-05 DRAWN BY: o .ReJluli �I REVISIONS: 1.10-04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All rights reserved.No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. OO TERRA PARTNERS, LLC ', _T_I I 9( ----------- )I 700 730 - - P ELEV = 684.9 - P ELE = 687.08 ( VI STA = 32+7 690 720 H STA = 30+07. 4 P 1 REV= 683. 5 W VI STA = 29+50 A = .50 =PVl1 U)� ELE = 687, 1 K = 3.53 PROPOSED GRADE - CEN ERLINE W K = 4 29 200 V -C EXISTING GROUND - 20'LE FT—::\\\ EXISTING GROU D - GEN ERLINE p 680 710 __ EXISTIN GROU D - 20' Rt HT ,�y°�° O"/ i '' L0 _j 7- LC) 1- r '" W " -- - N (D CD MO co W --- - - �- U) 700 + o� to r- a W --= 1- co00 > -1 W + r- CO (0 _ ------- - - (n = - too D- > U W ; = N D Z PROPOSED GRA E - CENTERLINE- 660 690 > 0 _ EXISTIN 3 GROUP D - 20'LE T FT— = ' n - _= EXISTIN EXISTIN GROUPD - CEN 20' RI ERLINEr HT --'� - - EXISTIN GROUPD - "--_ ,-�i. -00 - --------------------------- -_650680 650680 640-670 i ii 630 660 ( / i 0 0 O W 00 X z * c i EXISTI — SIG CENT RLINE PROPO — 3ED CEN rERLINE I ( 620 650 ELEVA ION, TY ICAL ELEVA ION, TYP CAL U J 9 O (S) t h- O r d (') C�l[t N +� s` M (� O � �O tf) CA M C0 °0 CO �- P- rt (� M �C0 00 °0 N O rt CO �O �- �- Oi N n N M (y tri L6 Ln C� CR �Ci C0 CA �N CO d �d M O tom- �I` O (O �- d ^e- N N n ��h coLn (O O L6 M (O c! t0 O CO CO �O 1+ O d) �M CO L{) O N stn <h rh 4% �(() N <1 h �r O (f) O SCO t� et O SCO CO N CO SCO U) O) M �C0 M M O �tA N (n h �►fJ r �7 cf alt] 0 O Lf) N N d O CO O � �L<7 M �Lt7 1� tt O ACU L17 (q 0[1 X00 O O �� N M d Vie- O CA �N M �� NCOLn h- co �(0 (0 in X00 Cn M �O C0 P. �- Vie- ti O (� QM 00 CO 1�- Qtn O Q (L1 0~ �- (L) d � N M "N dr- M (') O nN L<) °0 N (vNjGO N (v�jCV M (O M (o M (0 co cod (D (p INOCj d LjM LI) tL) C�Or Ln tL) C0 (0 C0 C0 (0 (0 C(0 (0 (O cij ~ (0 r c0 t" ~ (U ti a0 COd 00 t0 O (0 W (0 00 (0O M 00 (0 a0 (O O O C0 °O C0 °0 M 00 (p M (0 a0 (0 00 CO 00 O O (O O O (� O r, O t� O P. O l� O O r t\ ��I i" (0 (p COM C0 (0 (0 (0 (0 (0 (0 (0 t0 c0 c0 O O (.0 (0 (i> (0 (0 (0 (0 (0 (0 (0 (0 (0 CO (0 M (0 O O O M c0 (0 (0 W O (0 O (0 c0 (0 t0 Cil O (0 (0 O h ti ti ti l� n ti h- 23 + 24 + 25 + 26 + 27 + 28 + 29 + 30 + 31 + 32 + 33 + 34 + 35 730 720 710 700 ::N • E • E + 36 + 37 ROAD A - PROFILE 200 1 A ENGINEERING AN D LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND R IHARLO 200 6th STREET, TE 6 X 434 29 624299702 E11 R. Fendi Uc- N C 197 SCALE: H 194=509 V 199=10' ISSUED: 7-19-05 DRAWN BY: o .ReJluli �I REVISIONS: 1.10-04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All rights reserved.No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. OO TERRA PARTNERS, LLC ', 720-- '"" `_ IJLVERT,,3) 1 / / " / " ! 1bu r' & VA131ABL-E-WUTt�` .104 9 1x 132$ / c3 /�� ✓ » `. G/ _ -DRAINAGE L. _ _ 1 / 5 � ry s. . - � sTo -y ( ST D / % w 750 ' -*,OF-- - / f / / S740 G7 ✓ I % C/L ITX. N�\ �\ i I STA. 39+31.38 '�'�../ m ,y - T r < (JA Al -OF 750 • \ \ ' I 1 ! '\ \ U f { `~ A/ �/ S \ \ \ \ \ \ \ \ \\ \\\\ (f, \ `\ -4 �( (R ADA END TO` 2875 + OUTFALL) \ \ r' -.. _ .� ..__._ SL\OPE� TYPICAL \ \ \ \ \ \ \ ---770 ^ r - TCH SBH POINT N, W1611" E 77C 76C NEI Eal 73( 72( W1 ROAD A - PLAN -STREET NAMEE<3� A SIGN C r \ INV. IN 837.60' VARIA19L WE IDT}" --' — \ - ES -2 / / D�ATNAGE Ef SEMENT / ' — — — (ROA TYPE A L n / � SIGHT ' -- � -- / / / / ".-- ' I -- ._•_ _� ._____�.. _._. C)JLVERT 1�D.-�fl-__ \ \ EASEMENT / / °� DITCk1 fGH 8'& VARIABLE WIDTH-4:16INT DRAINAGE-EASEME1�tT- CTR. CUL-DE-SAC Y / 6501-- / / / /— — STA. 15+59.40 _ ._.r , _ _ A4 EC-3,TYPE A25.00' / (' / (ROAD A 11+00 TOSIDE / �ULVERT4)— -- — — — / / / - A3 9 (� TYPICAL 37 + 38 + 39 + 40 + 41 + 4V + 4�5 + ROAD A - PROFILE I + + 12 + 13 + 14 + 15 + 16 ROAD B - PROFILE M41 550 540 530 320 to L6 LO CD 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 SCALE: H Ips=50' V 179-109 ISSUED: 7-19-05 DRAWN BY: ERF REVISIONS. 1.10-04-0'5 AGENCY COMMENTS 2.12-29-015 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on 'these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Tena Partners, LLC. 0 TERRA PARTNERS, LLC SHEET SEE SHEET 3 ROAD B - PLAN 37 + 38 + 39 + 40 + 41 + 4V + 4�5 + ROAD A - PROFILE I + + 12 + 13 + 14 + 15 + 16 ROAD B - PROFILE M41 550 540 530 320 to L6 LO CD 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 SCALE: H Ips=50' V 179-109 ISSUED: 7-19-05 DRAWN BY: ERF REVISIONS. 1.10-04-0'5 AGENCY COMMENTS 2.12-29-015 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on 'these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Tena Partners, LLC. 0 TERRA PARTNERS, LLC SHEET PVIX EV = 61.53 A = -4.75 790 690 = 10.5 50' VC , Iso 680 o- `0 00 LP STA = 10+94. 7 + I � � - - P 1 ELE = 647.1;3 o coM 1`- - -- VI STA = 11+2 _ (Ij 0i W = P V1 ELE = 640.E 6LO K= 5.00 N D- �> `% - 770 670INt A = .75 -i 50' UC d P I ELE = 732.7 83 C. CL 200 VC I-" A = .75 0 0 LU LU K = 6.36 LO CD 100 VC 'f -' �� 760 660 �'� 0)r + PROPO ED G E - CENTERLINE r } T F- EXISTINGGROU D - 20' L ++CL r j > F- EXISTING GROU D - CENTERLINE— -- i� Q111 EXISTIN GROUND - 20' RI HT _ - —� — — a LU _ o M - % > w a IL ' i PROPO ED G E -CEN ERLINE 75O 65O tl -- ------ _ - --- - -_17% -- -- - - W 00 j 'IL EXISTI G GROU D - 20' L FT _ EXISTING GROU D - CEN ERLINE _ - - _ - EXISTI G GROU D - 20' R GHT _-' — - --- - o - ------_ 0 ------------ - --- - _ 00 — - ---- - - M �' 740 640 -- --- -- -- -- ------------ - - > U - .- _. = --- _., - / ROPOS D CULVE RT #1 ; 730 630 N i Q w I Q ` 720 6201 0 i WQ QCo Q z Z O u) i O Ci w �+ p f` 0 d W o w d � 0i -- z M EXISTING CENTERLINE PROPO ED CEN ERLINE + _ Cl o C J o EXISTI G CENT RLINE PROPO ED CEN ERLINE ' + U U ELEVA ION, TY ICAL ELEVA ON, TYPICAL v 7l 0 6 l 0 0 0 ELEVA ION, TY ICAL ELEVATION TYP AL U p 11- M co CD Q CO O „r cot� i M CO co CM O 4 M Mto CO co OCO C M a 'IT M Q !`{� (0C0 C caNr OD C) pfy CtiCflD O5`t 'I'cdt`O CrDf O CsO UDco ? M 06N C) c6 r.- -N Oti K to 1- CD CD � CDM A CD 'It %O ti op M CO N O O Cj N ; N t M 'i U-) CaCO Kit O U7 MM N M M d .` � tC Icq CO tO CO CO D d 't CtlCD b I` h h- h tip 1~ Il- ti P I- co cD CO CO tO CSO CSO CSO CD CSO O Cp CO M cO O cn CL) O CD O CDM CDM CDM COM CD cD 37 + 38 + 39 + 40 + 41 + 4V + 4�5 + ROAD A - PROFILE I + + 12 + 13 + 14 + 15 + 16 ROAD B - PROFILE M41 550 540 530 320 to L6 LO CD 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 SCALE: H Ips=50' V 179-109 ISSUED: 7-19-05 DRAWN BY: ERF REVISIONS. 1.10-04-0'5 AGENCY COMMENTS 2.12-29-015 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on 'these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Tena Partners, LLC. 0 TERRA PARTNERS, LLC SHEET SIGHT \ EASEMENT— DRAINAGE ASEMENT DRAINAGE \ EASEMENT M0.1 •.1 65C LI Wo Wo NE 1r -DITCH ¢! P. 1/ % 610 ROAD C - PLAN GRAPHIC SCALE ` 50 p 25 50 100 \ '660, \ \ ( IN FEET ) i inch = 50 ft. C.I. = 2' .j.�:�L— r'vol i we �t YU\ LXK\AIN�A.,G MINIMUM SLOA�:1 sao SIDE SLOPES PND E - \ STA. 70+OO.OMENT AD A ( I , I i \ \ \ \ \ °® \ \ / C . CUL-DE-SAC —/20" ACCESS / EASEMENT 200 1 25pio oR'GRATEyz SLOWS, PICAL 6j0' Is - ROAD D - PLAN 9 + 1U + 11 + 12 + 13 + 14 + 15 + ROAD C - PROFILE 710 700 Me 650 Me] 630 10 + 11 + 12 + 13 + 14 + 15 + 16 ROAD D - PROFILE \ \ ENGINEERING AND LAND SOLUTIONS CIVIL i" PLANNERS LAND 200 6th STREET, NE CIIAI2LCiTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 TH O; 4t s Eliot R. Fen �iiae ¢ r 97 SCALE: H I"=509 V I99=I0' ISSUED: 7—I9—I 5 DRAWN BY: ERF 1. I0-04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS 1 All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. O TERRA PARTNERS, LLC SHEET J.N. 0416 OF 16 PVI S A=11 12.50 PV! E LEV = 683.29 680 710 = -8.0 100' VC 670 700 _ C (7) P 1 REV= 638.6 (0 A = 3.75 0 -j `- W = U _ U*) N 50' VC 660 690 a °- � opo S W S V! STA = 14+5 _ 2.0 0 N to 650 680 - A = .50 r J N C0 K 4229 EL LU > W _ 100 VC IL \. = = ----- _.- __ ----- _. - --------------- _ -- -------- -_- ° _._ -- -- - - - 640 670 _------------------------- -_ _._ _ - O `f' PROPOSED RADE- ENTER NE - - - 1- -- — - -1 25% ------ ------I------ -- --- ----- ----------- --- -- - - - ®�j _ — � s- U -� W EXI TING G OUND- 0' LEFT - �` EL rn EXI EXI TING GROUND TING GROUND - - ENTERL 0' RIGHT NE ll 630 660PROPO ED GRA E - CENTERLINE- `' o+ -,�'�� PR POSED CULVERT #6 EXISTIN EXISTIN GROU GROU D - 20'LE D - CEN FT RLINE J�� �. EXISTIN 3 GROUND - 20' RI HT \ \ a > 620 650 0 � co io J of n C ❑ cc co 610 640 O co 7 ZZ a �- v p r` a 0- ? o _ W _ U W vrn C:) a aoi EXISTI G CENT R2LINE PROPO ED CEN ERLINE + 5 !9o EXIST! G CEN RLINE PROPOSED CENTERLINE W O + + 0 o 0 ELEVATION, TY ICTAL ELEVAT ON, TYPI AL `_ 600 �'30 ++ 0 ++ 0 ELEVATION, TY ICAL ELEVAT ON, TYPI AL O c0 ('1 � P-- t+ O O � iA to O O to U U) c O O CO �� t!7 C7 O O O tp O � O (0 LO LOD �- la o6 t+Ct U)Aco � CAS O� a 00 M O O O �� L<] r C- M to O to tf7 N N d (O O (h (O (� r. 4 u7 tt O O d t() O CO CSS M c0 C� ti oD O d O d O d O O d 0 M ti d O � d 't O d O N c3 t<n O d O N d LtJ O O C7� d U3 CO O r M M� r- O O to C7 n t� tl N d M (V d O () ti O 00 d lzr � c00 `7' c} (0 ((CV)0 9 M M M cM0 M M M (0 M (0 M (0 c') m (") COO (O M M ( M (Ln M (° M obi tD M M (° M CO � (° coo (° N (° O c0 O c0 O (O (o c0 (p O (O (p (a (�0 O O O � (o � O � � (�O � (moo � (9 (0 C0 (0 O O co (0 (n O (0 (O O � CO c0 O (P (° c0 (0 O t0 cfl O c0 O O (O (fl (O (O O (O (� O t0 C0 c0 (O c0 c0 (O (O (O 9 + 1U + 11 + 12 + 13 + 14 + 15 + ROAD C - PROFILE 710 700 Me 650 Me] 630 10 + 11 + 12 + 13 + 14 + 15 + 16 ROAD D - PROFILE \ \ ENGINEERING AND LAND SOLUTIONS CIVIL i" PLANNERS LAND 200 6th STREET, NE CIIAI2LCiTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 TH O; 4t s Eliot R. Fen �iiae ¢ r 97 SCALE: H I"=509 V I99=I0' ISSUED: 7—I9—I 5 DRAWN BY: ERF 1. I0-04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS 1 All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. O TERRA PARTNERS, LLC SHEET J.N. 0416 OF 16 FAM 73C 72C 71C NKI M1 Ell W1 SEE SHEET 5 NOTE: EXERCISE EXTREME CAUTION WHEN WORKING IN VICINITY OF OVERHEAD FIBER OPTIC LINE. a \ \ \ A \ o \\ \ , \ 50 \ '* 23 \7\ -7. :SES. 3�TYP,EA )ADV 22t,+2{ \ GRAPHIC SCALE 50 100 ( IN FEET ) 1 inch = 50 ft. I - ROAD E - PLAN 750 740 730 720 M M '70 9 + "I U + "1 "1 ' + "i 1 + :i * i 4 * * 'I b + t + 18 + 19 + 20 + 21 + 22 + 23 ROAD E - PROFILE 200 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-5497 TH dp El F�_ / Imo/ 6 SAA. SCALA: H I"=509 V F)=109 ISSUED: 7=19-05 DRA NVN BY; ERF REVISIONS: 1.10-04-05 .AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS � All rights reserved. INo part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these pians) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC lh4 it - 100' VC , PVI S A = 11 12.50 PVt E LEV = 729.72 C\j_ -10.0 coF- W VI STA = 13+2 U U - W - r - ------- - a io + ti A = 4.60 LP ELEV = 690.7 u) ------ - r K= 1.74 , --- > a 100 VC VI STA = 20+5 J 2.00% P ELEV = 688.6 P V1 ELB 686.2 = L STA = 16+22.9 A = 4.50F N VI STA = 16+0 P STA =18+3 ( =2 0.69 Q \ _ VI STA 18+25K \ + N _ r" t` A ='2.90 P 1 ELE = 696.25 U w K= 3.26 A= - 0.00 r2 (L 3001 VC ,- N 100 VC N .-- O ---- ------------ - < \ M N N / PROPO ED G E - CEN ERLINE _ --'' ~ > W O rn o > W / 1 EXISTIN GROU D - 20'LE FT ` a ' - +CR N M 00 O / EXISTIN EXISTIN GROU D - CEN GROU D - 20' RI RLiNE HT -_ -_ - — '" _ U O � + N+ N f+ r O W �+ r 0 0 (0 C0 + -� N O to > a i , \ f ------------------ \ — — -7- ti i\ i0 _/ --T 0 -- Q M O PROPOSED CULVERT#3 U \ \ 'T �! fJ �• Lu i 0 0 0 o EXISTING CENTERLINE PROPO ED CENTERLINE +o C) ++ 01 ELEVATION, TY CAL ELEVATION, TYPICAL PROPOSED ULVER #4—/ - O N N tf) t•- OCT C� CIS N O C>a O O cD 00 co �t N <t ti N N tt N O N e� N O O v7 O O O CD CS? � �t rl eo CA h- N M C' N N M U? d r- N n N N t� N N O N N O N N CO CA t. N C*� O t. 00 �- Cn M N N r` N Ct7 N CD 0a ti n G� to r O COC N 00 CO '0 N� ti CD Q7 r O r h ti O fes. Cf� P O 1` O r• N <- M 00 CST 00 N O r O N lr) C0 O tf7 O C3 O �- 40 CD O N O h N 00 t�� �� CpO Md PCA CAS 0p� tpN CtCSi n� C31CY3 CpO CO t. � etN ChO rtao �O N COM �� C0 �-O Cj '.61" rt?ao �� �� t� O Loj �� L6 r I. t• d tLj� M N N N N h O C? C0 V7 C+) d �1 N O r t. P ti C'S tD O r �[1 O as co �M �m M �N N �N hN `- ^� tCJa OOr IQO QO �O �O 00 ©O �O �(� COOffj �O COD 00 -00 X00 �O X00 (0 W C00 (0O �O COpO cODO �O �O �O �O �CiT r M r -co� t.� co OO Cho O OM e O �- °Q t - t` t+ t+ ti ti f+ ti ti t- t+ h- t` ti ti fes- CD C0 C0 CO C0 C0 C0 C0 C0 C0 C0 C0 lD C0 C0 C0 C0 CO00 C0 C0 C0 COC7O CO O LOUD C0 C0 O CD tp O CD t� r. F. t� h. C0 Cfl t0 C0 - — O h0 750 740 730 720 M M '70 9 + "I U + "1 "1 ' + "i 1 + :i * i 4 * * 'I b + t + 18 + 19 + 20 + 21 + 22 + 23 ROAD E - PROFILE 200 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-5497 TH dp El F�_ / Imo/ 6 SAA. SCALA: H I"=509 V F)=109 ISSUED: 7=19-05 DRA NVN BY; ERF REVISIONS: 1.10-04-05 .AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS � All rights reserved. INo part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these pians) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC V EC TY qR OE1PP A E SH E.T11) P 'DR'AIN GE EM ENTThR, __25% OIR-GREAT S -O� L S, TY " L — NE We] WE$ 73C 720 71C I AM M01 SEE St -E, HE A Al 6 DGC3"4.P. t )\6 P � GRAPHIC SCALE 50 0 25 50 100 I \ ( IN FEET ) 1 inch X IN, GRADE DITCAIR MAINTAIN MIN. 1% "SOPE X CNiR�F CUL -D -SAC _qTA 11.4A79;r 200 V CID 25WOR GRATER/ Z' SLOPES, OPI'CAV "k, A V V ROAD F — PLAN 23 + 24 + 25 + 26 + 27 + 28 ROAD E — PROFILE 760 750 null 730 720 710 We 390 NE + 10 + 11 + 12 + 13 + 14 + 15 ROAD F — PROFILE E 11"N XK A ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 i SCALE: H I"=509 V = ISSUED. 7-19-05 DRAWN BY: ERF REVISIONS: 1.10-04-05 AGENCY COMMENTS 2.12-29-0S AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All rights reservetd. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, inelluding photocopying, scanning, or by any other means of retrieval system without written permission Ifrom Terre Partners, LLC. Also, these plans may not be assigned to a third party without first wrillten authorization of Terra Partners, LLC. C TERRA PARTNERS, LLC SHEET OF 16 J.N. 0416 F P ELEV= 727.12 L P ELEV = 724.8 5 11P STA = 25+20 LP STA = 126+51, 2 760 w 760 13VI STA = 24+75 1 W1 STA = 26+7! i P V1 ELB= 72812 P ELEV= 723.62 PVI STA 11+0 K !2.00 K =20.69 P V1 ELE 721.E 8 F- 750 1 750 IS() Vr A —=- 5_00L_ _17 K = '0.00 W W 50' VC 00 U') LLO C) CD U? C) U') + N 740 13VI STA 13+00 + 17 Z C14 N N(0 r.- W LO 00 C*? 0 W > ►A + c,N M 1.00 r > a_ r*- LO T K =50.00 04 0 _j 121- -------------------------- ------- > W + C%j 50' VC > 1730 730 ---------- > F- W Z + 0) C> 720 720- 00 -- 0 W + (0 '---- ----- \L --- -------- 0- > 41- F ROPOSE CULVEI RT N5> W > Q t PROPOSED GRADE - CENERLINE i 0 710 PROPOSED GRA WE - CENTERLINE - EXISTIN 3 GROUND - 20'LEFT EXISTIN G GROUP ID - 20'LE FT EXISTIN 3 GROUP ID - CEN 1 ERLINE EXISTIN G GROUP ID - CEN I ERLINE EXISTIN GROU D-20'RISHT EXISTIN 3 GROUP D - 20' RI 3HT 1700 700 < 690 690 0 W 0 CLb ? Cq D Z + C13 EXISTING CENTI:RZLINE PROPOSED CENTERLINE 0 C3 6 0) EXIST114G CENTIRLINE -PROPOSED CEN"ERLINE co ELEVATION, WICAL ELEVAT ON, TYPI AL+ 680 680 C) + 0 ELEVK -ION, TY ICAL ELEVAT ON, TYPICAL Z (D fi M _Q N O Cq O N to CN Cq r" 0 Cq 00 CM C7 00 M Cq M M IT 00 �2 0 Cn N L�o LO CN OD C11 T_ 11_� 1�0 101(�* V Im- U') M Z 00 C2, 00 00 00 l,' I- CO co 00 "t CO 00 00 M '*-� 't "I CO W Nico CO r - r to� K . N 6 . 4C) co (6(6 C'j co (n C'i 106 cO 01 c6 "t 6 '0 "I cli K VJ co . 04 co C� LUO) � c6 K (q '61"Oq ';T M- M M CN 6 M 'n K M 6 M 00 - - N Q N Q Cq Q N Q C'111 �Zl N Cq i�z N i�z Cq Cq Cq Cq Cq I,- Q Cq 'N N .,I N r., ;�� N cm t- N (� I � 'r- Cq w 'r- - f, W _ 11r" r., - r" %-- V_ 0 P'� p 0 co P_ F_ fl- r-_ I- 23 + 24 + 25 + 26 + 27 + 28 ROAD E — PROFILE 760 750 null 730 720 710 We 390 NE + 10 + 11 + 12 + 13 + 14 + 15 ROAD F — PROFILE E 11"N XK A ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 i SCALE: H I"=509 V = ISSUED. 7-19-05 DRAWN BY: ERF REVISIONS: 1.10-04-05 AGENCY COMMENTS 2.12-29-0S AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All rights reservetd. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, inelluding photocopying, scanning, or by any other means of retrieval system without written permission Ifrom Terre Partners, LLC. Also, these plans may not be assigned to a third party without first wrillten authorization of Terra Partners, LLC. C TERRA PARTNERS, LLC SHEET OF 16 J.N. 0416 650 A4 0 A3 \� I ---'' _----- ---'/'� --�-/ / /-t ins �o �rL\ C.I. 2'\\ \ —-- \\ A2 6'° IF QI -� IHo R049D C_ 0 _ _ - _ ------- ----------- _ -- - _ - \ A _ _ 20 DRF E _- ' ; EASEMENT\ 1� _'_-- _ _ - -'-I- 14+ 15 y1 ---- ' ------__ '� ------ _ ---- --- ------------- -------- T _I 1830 ------------- tt - ------ / \ - - - - -' / / AC Eas MENTA \ 1\ -ACCESS / \�/\ O� -._ __-------------- _.-__----_-----� --- ACCESS_- ---.__ / - --� /' i EASEMENT \ Y\ J R -----_-1600 SF AREA REQUIREDLRY �--/ - - \ ------ _ //�\�._-._-----.--.._- ._ }-� _ / // /'•.\\ \.-------_` FOR BMP FACI- _ ---- i-------•-- I'-- __-_-_. `_ _/ _ / ------- -- ---- _. '//- - -_--- __t"' i � \`•_------- - --------� � /"'^\ \\�-- _. ---_. / - �•- ... is -----' _ _------- _--' � / \ �'� / \_,-----__]- _ P o 2.B `\ \ _ i _ �/ � � � � / �. _ / / � ` � �' 1150 SF AREA REQUIRED / {-------'- i �� FOR BMP FACILITY _ (BMP/BIOFILTER p5) RIP RAP DITCH / \ ' x08.5 A/ // \l x6150 / �i I \A I 61a.3 vvv_ y 'V \ x �a -� �/ i� _ .-.ate-. �V 604.0 V �` sea \ / / RIP RAF DITCH } _ BOB.B x121 snzB \ \ �Acaeal N A71 �: -._. \ ---_.--.-----� -'i�� � '.�\\ \ � RIP --ACS_ - MAW - _ \ \\ \ \ 20' DRAINAGE .- - i RIP RAP DITCH I / x i ' // / _ _ _ _ _ - _ _ - ,� \ \\ \ \ \ \ \\ _ \ EASEMENT. TYP. � — ' �F�•f4-aa�.n wr A�.AB `� 20'810z4LTER \ T 4.6/ / / / / axFre- a,w•ra.,a,r ..u. /wsca sr \ \ \ \\\'\ \ k / / / / -- - - .. i _ _ \ \ \ \ \ __ � \ - \ --- �5s9w0S'F_moARE AREQ I RED FOR BMP FACILIY ------------- (BM BIOFiLTERI)so SH:^a.rs sFAIDaiaILSK) F TER \ \\ -AREAE ORMITrATION ( S SHEET 1FORMITGATON ` \ PLANTING INFO)13 1-4.4 - . / - 1 D IIAcE �..• Il I \ A II I II I"ie.EFARE REuIRap terr>QFDp6MPNAC IT. / / / / ierw.x.,.a.... ..,,,,,u.".�•Y."<. � .�ry' 'V A A \\VAV \�o�� �� ASA I V A�r`\vlV A A V A � (:. / � //--- ----__ vv vv A\vv A A V A A \\, l V 1A \ � ` 1 � -- —�_v vAvA��vv � ---' // // —`_� vv vvv V v\v Biofilter/BMP #1v v� "V BiofiPoer/BMP #5 v v v v C Area sf 16 individuals planting (required 10 nN1- 0005Area=1600sfV= 12 Indviduals10 YN1000sfRintn required \ \ Trees: \A— Botanical \ \ Name: Common Nome: Quark. SW `' I // /,1 \\\\\ \.\ \\\ \\\\�\•� ,�\\II/ I \ \ 1 \ \ \ \ \ \ \ \ Acer rubrum Red Mapb 1 1-1.5" BaWi nigra 5We Ruch 2 1-1.5" l l r / 1 / / / \ \\\ \ h , \ \ \ \ \ \ \ \ \ \ —_ \ \ \ \ \ 1 L-quidarrbar sryracdia Sweet Glun I \ I \ \ \ s / l l I 1 1 1 I4 Shrubs: / Botanical Name: Common Name: QU=t. Size 1 / / VA`s A`� \v ` y I A 1 \Af`\ `V A V A A\ A cled,ra anao6a Sweet Pa . \ \ / 1 \ \ PParbush 4 1&24" \ \ \ I \1' \ \ J/ 1 \\ \ \ lex glebra nlmer 4 18.24' BIOFILTER NOTES BIOFILTER PLANTING NOTES \ \ \ \ \ \ I \ \ \ \\\\\ \ ry / \5. THE BID ILTER SOIL MIX WILL BE -LUCK BIO -FILTER MIX" OR A TESTED EQUIVALENT \ 1. NO WOODY PLANT MATERIAL SHALL BE PLANTED IN THE \ \\ \ \ \ \ I I \ \ \ \ \ \ IBX Verliciata• VMnkrberry 4 18-24" J APPROVED BY THE COUNTY ENGINEER. \ IMMEDIATE AREA WHERE FLOW ENTERS THE BIOFILTER. ` \ \ \ \ 1l, \ \ \ \ \ \ 12 ` 10. BIOFILTERS MUST NOT BE IN UNTIL THE SITE IS DETERMINED TO BE 2. TREES SHOULD BE SPACED APPROXIMATELY 20' O.C. OR TO \ \ \ \ ^ /r/-- ADEQUATELV STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES •\ SUIT SITE CONDITIONS. TREES SHALL BE PLANTED AROUND y`\Jr\ \\ \� \ / I I \ \ \` T+ Tedi. 16 / INSPECTORS. \ THE PERIMETER OF THE BIOFILTER AS MUCH AS POSSIBLE. 11. THE WATER RESOURCES INSPECTOR MUST INSPECT THE UNDER -DRAIN INSTALLATION 3. GRASSES SHALL BE PLANTEDAPPROXIMATELY 30' O.C. I I AND APPROVE THE SOIL MIX PRIOR TO BACKFILLING THE BIOFILTER, AND APPROVE THE 4. SHRUBS SHALL BE PLANTED IN GROUPS, SPACE ACCORDING TO 75% \/ \ Grasses: COMPLETED INSTALLATION. THEREFORE THE FOLLOWING NOTE WILL BE ADDED TO THE \ FULL GIROWN WIDTH. /\/�\ \ \ \ ( I I I \ -- I\ \ \ Botanical Name: Common Nome: quart. Size _ STORMWATER/BMP PLAN: 5. ENSURIE THAT MALE ILEX VERTICILLATA POLLINATOR CORRESPONDS \ \ \\ \ \ I I \ THE BI TO THE FEMALE CULITNAR CHOSEN. \ \\\\\\\\\ I ` \ \ \ AlWropogon Berardi BMrejOIn! 150 plug/ CONTRALTO CONTACTEWATERRESOURCES INS PEC TOR HOURS PRIOR TO \\\'I \ \\ \I \I \ Panicumvir In SW Itch Grass 150 plug - BACKFILLING THE BIOFIL TER ANDD REOUESTAN INSPECTION AND APPROVAL OF THE � -- UNDER -DRAIN INSTALLA TION AND THE SOIL MIXproduction (II berry me --5 females) •Need mak &fertlale plains for �Biofilter/BMP #4 Area 590 sl Ranting regmred= 1701nd/1000sf 6Indllrldllal3 Trees Botanical Nome: (Common Name, quart. Sie Liquidanbar styracinua SII -e-et Gum 1 1-1.5" Nyasa sylvatica Black Gum 2 - Shrubs: Botanical Name:_ Common lime: quant. Side Clethra alndOlia SW set Pepperbush 2 18-24" COrnusstobnifera P"Ioiser Dogwood 2 18-24" 4 Total_ 6 Grasses: _ __ Botanical Name Common Name: quant Size Andropogon gerardi BlUa101nt 110 pkg Panlcumvirgatum Switch Grass 110 plug \Trees: \ \. \ \ \ \ \ \ zo• Dpy,AIN Botanical Nome: Common Name: quant Size \ \ Acer rubrum Red Maple 1' 1-1.5" \ Nyssa sryNatica Black Gum \ Querculs phelbs VAObw Oak 1 1-1.5" Shrubs:: \ \ \ \ \ \ \ \ \- \ Botanical lime: Common Name: Qu3nL 1Size \ Ckthra alnsolla Swell \ _ tleas gbbra nlmerry 3 1924" Ilex vertiicillata' V*iKberry 3 18.24" \ 8 \\ \ \ \\ \\ \\\\ \= _- \Total• 12 \ \ = t Grasses: \ Botanical Name: Common Name: Grant. Andropogongerardi Bluejont 55 1plug \ \ \\ �•���--_ Panicumvegatum Switch Grass 55 plug \\\` -\ - - - - \ 'Need mak & ferric plants for berry production (1 ne1e145 females) 1�1 I N lu I I I r /\ \ 1 \ \. - --Tf v v A- A A A v V A/ V v v \.1 A T 1 1 v, 1 TERRA ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22901 PH. 434295-64% FAX 434-296-bf97 Lz-4 O ry� W ®� �yALTH OF O `lf O - a LID. O"t'RrONALE�O SCALE: 1"=501 ISSUED: 7-19-05 DRAWN BY: ERF REVISIONS: 1.10.04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All fights ad No pad or the mate,ul p,otttded "im ppdghl(pla tleas Lesgne sscNoreoltlem6 e-— on m pans) may be ropnod— changed 'II y I o, by,n, means ebclronc or —, rJutl ng pt—opyng sonnn ng. o, by any ower —...t —.1 system wimoulwnn Penn— .. Tena Pan. LLC Also, mese INKS may not be ass 9- ro a m.d Pan" Moon I, w,Nen autumn aon of Tena Porters, LLC. ®TERRA PARTNERS, LLC SHEET OF 16 LJN.0416 \Trees: \ \. \ \ \ \ \ \ zo• Dpy,AIN Botanical Nome: Common Name: quant Size \ \ Acer rubrum Red Maple 1' 1-1.5" \ Nyssa sryNatica Black Gum \ Querculs phelbs VAObw Oak 1 1-1.5" Shrubs:: \ \ \ \ \ \ \ \ \- \ Botanical lime: Common Name: Qu3nL 1Size \ Ckthra alnsolla Swell \ _ tleas gbbra nlmerry 3 1924" Ilex vertiicillata' V*iKberry 3 18.24" \ 8 \\ \ \ \\ \\ \\\\ \= _- \Total• 12 \ \ = t Grasses: \ Botanical Name: Common Name: Grant. Andropogongerardi Bluejont 55 1plug \ \ \\ �•���--_ Panicumvegatum Switch Grass 55 plug \\\` -\ - - - - \ 'Need mak & ferric plants for berry production (1 ne1e145 females) 1�1 I N lu I I I r /\ \ 1 \ \. - --Tf v v A- A A A v V A/ V v v \.1 A T 1 1 v, 1 TERRA ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22901 PH. 434295-64% FAX 434-296-bf97 Lz-4 O ry� W ®� �yALTH OF O `lf O - a LID. O"t'RrONALE�O SCALE: 1"=501 ISSUED: 7-19-05 DRAWN BY: ERF REVISIONS: 1.10.04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All fights ad No pad or the mate,ul p,otttded "im ppdghl(pla tleas Lesgne sscNoreoltlem6 e-— on m pans) may be ropnod— changed 'II y I o, by,n, means ebclronc or —, rJutl ng pt—opyng sonnn ng. o, by any ower —...t —.1 system wimoulwnn Penn— .. Tena Pan. LLC Also, mese INKS may not be ass 9- ro a m.d Pan" Moon I, w,Nen autumn aon of Tena Porters, LLC. ®TERRA PARTNERS, LLC SHEET OF 16 LJN.0416 1�1 I N lu I I I r /\ \ 1 \ \. - --Tf v v A- A A A v V A/ V v v \.1 A T 1 1 v, 1 TERRA ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22901 PH. 434295-64% FAX 434-296-bf97 Lz-4 O ry� W ®� �yALTH OF O `lf O - a LID. O"t'RrONALE�O SCALE: 1"=501 ISSUED: 7-19-05 DRAWN BY: ERF REVISIONS: 1.10.04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All fights ad No pad or the mate,ul p,otttded "im ppdghl(pla tleas Lesgne sscNoreoltlem6 e-— on m pans) may be ropnod— changed 'II y I o, by,n, means ebclronc or —, rJutl ng pt—opyng sonnn ng. o, by any ower —...t —.1 system wimoulwnn Penn— .. Tena Pan. LLC Also, mese INKS may not be ass 9- ro a m.d Pan" Moon I, w,Nen autumn aon of Tena Porters, LLC. ®TERRA PARTNERS, LLC SHEET OF 16 LJN.0416 �yALTH OF O `lf O - a LID. O"t'RrONALE�O SCALE: 1"=501 ISSUED: 7-19-05 DRAWN BY: ERF REVISIONS: 1.10.04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All fights ad No pad or the mate,ul p,otttded "im ppdghl(pla tleas Lesgne sscNoreoltlem6 e-— on m pans) may be ropnod— changed 'II y I o, by,n, means ebclronc or —, rJutl ng pt—opyng sonnn ng. o, by any ower —...t —.1 system wimoulwnn Penn— .. Tena Pan. LLC Also, mese INKS may not be ass 9- ro a m.d Pan" Moon I, w,Nen autumn aon of Tena Porters, LLC. ®TERRA PARTNERS, LLC SHEET OF 16 LJN.0416 10 + 11 + 12 + 13 + 14 + 15 + PRINCIPAL SPILLWAY SCALE: H: 1" = 50', V: 1" =11 0' LOT 1312� LOT Ell 1 - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - --- - - - - - - -- t----640 - - - - - - - 640-- 639,50- +32.66- 0 + - - - - - - - - --6-a6-.85------ - - - - - - - - - - - - - - - - - - - - - --- - - - - + 20'AqjCESS -EASEMENT --MAINTENANCE ACCESS---- - - 633.66 - - - - - -------------------------------------X -- X- i X -- x- +1 600. 631.53 X�X�X-x - - - - - - - - -- - - - - - 0 X- - - - - --- - - - - 0 �+- - - - - - - - - - - - GPS - 1 0 6 2'7 .78 - - - - - - - - - - - - - ---- I G 1 N f,8�965950.8487 6 3 T 10.52 + H I � I 633.02f.F ��AL E 44959 .13094 EXISTING -EENCE zTO -REMAIN, TYP. 6 0 'A 0 6 1\7 VAS1I I 626.4 + 1619.94 6�5.39\ + -623.36 6 8�1 (D 2 9 6A34 L +6 218. 2 6 + 0 627.07 627.12 I I SIPHON POND LEVEL TO ) ATER i \/Ii i i {{I I I III S I�I'�1I ;} l tI i; i +10 15. ALLOW CONSTCTION OF 6w- 3 + 629.09 RISER AND PRINCIPAL SPILLWAY lz) 0 + 627/20 629.23 1 \ \ 0 MODIFY EXISTING 1 10 �Mp P DITCH + -Tl p SEE DETAIL 628.79 624.32 616.93 STANDPIPE TOP 0 f?.2-9.26 628.89 + SHEET 12 \ 618.86 TO 626.50 0 + fi -8 (D 622,62 +61 24- A NORMAL ATER ELEVATION 627.20 -STORMWATER 3 2 0 \ \ ~ '` ~- -- .- - _ U , ;4, ' T I" + 69577 PROPOSED N�W WATER ELEVATION 626.50 MA AGEMENT I I I I I 627.76 6 AGEMENT M 0(• 1 V U 6 7- 9 EXTEND ePtP]=--- T WITH 6" PVC 6" PVC 6\4- STAND PIIPE 0 50 INV. OUT 608 625 �-27.17 INV OUT/ y- 0 614.67 620,1_1 614.7 ES -2 3A 4�1T (DJ + 627.153 SILT +621.35 + / 6 4.3 FENCE 624.1 62 0 48" RISER TOP 628.00 1 1 1 1 20 INV. 622.00 8-(X2) ORIFICE INV. 626.50 + I 61 7. 7. 8 628.39 - 629.32 + + -0 ---,620.35 + -- 3.03 Ar + g -L 6? V1^__ 629 ---(D -STIN\G\ P( 9'C\ALE:\ 1 L"P 632,45 /cv PUMP {GPS- ' - - - - - - - - - 36"RCP 389 5 5.38 7 -E-LE_C BOX (TYP.) E 1-1 5 5.13 94 1 INSTALL-CONCRETE7 MD PLANj��Zz Z 627. - - M H, -j 6,30 27.18 CRADLE FOR PRINCIPAL SPtLUVVAY PIPES AS - MH -1 REQUIRED- BASED ON -AECOMM -5-- END4TTONOF- GEOTECHNICAL ENGINEER Xx Pd -X- X-- TOE DRAIN TO BE INSTALLED IF REQUIRED BASED ON RECOMMENDATION OF GEOTECHNICAL ENGINEER .......... VIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STPEET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 SCALE: AS NOTED FISSUED: 7-19-05 DRAAWL -ffY-.h-W REVISIONS: 1.10-04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS 4.03-13-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in ainy form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. Q TERRA PARTNERS, LLC 3 4 640 640 co W C) C) I:c> 2C) 6 \1 C" 2qq C) C> ('0 co + 6 w (o 1- C' 06 04 (0- + 04 8. (X2) ORIFICE It IV. 626.5 0 IL 0 -11: S 0 100 Y EAR PEA < ELEV. 6 9.93 Cf) TO I OF DAM = 632.00. 1- ~110YEAR PEA ELEV. 9.31 YEAR PEA < ELEV. 8.88 ,,.--2 630 -- 630 NC PRO SEDGROUND iRMAL W, kTER ELEVATIONA 626.50 EXK'TING GRDUND 48"M )E R 620- 620 00 3�54F 3g"C;C ' -39.77 LF - 36" R, P@4.8 !% 123 610 610 INSTALL CONCRETE GRADL FOR PRINCIPAL J-WAY'Pi S-AS--SEQUIF )N RECOMMENDATION OF GEC TECH NICAL ENGINEER 600-- 600 590-- 590 9 C4 CD 0) 0 CO 0i N O (0 SO CO D 0 0 O= 0 z zz Z Z z 580 580 10 + 11 + 12 + 13 + 14 + 15 + PRINCIPAL SPILLWAY SCALE: H: 1" = 50', V: 1" =11 0' LOT 1312� LOT Ell 1 - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - --- - - - - - - -- t----640 - - - - - - - 640-- 639,50- +32.66- 0 + - - - - - - - - --6-a6-.85------ - - - - - - - - - - - - - - - - - - - - - --- - - - - + 20'AqjCESS -EASEMENT --MAINTENANCE ACCESS---- - - 633.66 - - - - - -------------------------------------X -- X- i X -- x- +1 600. 631.53 X�X�X-x - - - - - - - - -- - - - - - 0 X- - - - - --- - - - - 0 �+- - - - - - - - - - - - GPS - 1 0 6 2'7 .78 - - - - - - - - - - - - - ---- I G 1 N f,8�965950.8487 6 3 T 10.52 + H I � I 633.02f.F ��AL E 44959 .13094 EXISTING -EENCE zTO -REMAIN, TYP. 6 0 'A 0 6 1\7 VAS1I I 626.4 + 1619.94 6�5.39\ + -623.36 6 8�1 (D 2 9 6A34 L +6 218. 2 6 + 0 627.07 627.12 I I SIPHON POND LEVEL TO ) ATER i \/Ii i i {{I I I III S I�I'�1I ;} l tI i; i +10 15. ALLOW CONSTCTION OF 6w- 3 + 629.09 RISER AND PRINCIPAL SPILLWAY lz) 0 + 627/20 629.23 1 \ \ 0 MODIFY EXISTING 1 10 �Mp P DITCH + -Tl p SEE DETAIL 628.79 624.32 616.93 STANDPIPE TOP 0 f?.2-9.26 628.89 + SHEET 12 \ 618.86 TO 626.50 0 + fi -8 (D 622,62 +61 24- A NORMAL ATER ELEVATION 627.20 -STORMWATER 3 2 0 \ \ ~ '` ~- -- .- - _ U , ;4, ' T I" + 69577 PROPOSED N�W WATER ELEVATION 626.50 MA AGEMENT I I I I I 627.76 6 AGEMENT M 0(• 1 V U 6 7- 9 EXTEND ePtP]=--- T WITH 6" PVC 6" PVC 6\4- STAND PIIPE 0 50 INV. OUT 608 625 �-27.17 INV OUT/ y- 0 614.67 620,1_1 614.7 ES -2 3A 4�1T (DJ + 627.153 SILT +621.35 + / 6 4.3 FENCE 624.1 62 0 48" RISER TOP 628.00 1 1 1 1 20 INV. 622.00 8-(X2) ORIFICE INV. 626.50 + I 61 7. 7. 8 628.39 - 629.32 + + -0 ---,620.35 + -- 3.03 Ar + g -L 6? V1^__ 629 ---(D -STIN\G\ P( 9'C\ALE:\ 1 L"P 632,45 /cv PUMP {GPS- ' - - - - - - - - - 36"RCP 389 5 5.38 7 -E-LE_C BOX (TYP.) E 1-1 5 5.13 94 1 INSTALL-CONCRETE7 MD PLANj��Zz Z 627. - - M H, -j 6,30 27.18 CRADLE FOR PRINCIPAL SPtLUVVAY PIPES AS - MH -1 REQUIRED- BASED ON -AECOMM -5-- END4TTONOF- GEOTECHNICAL ENGINEER Xx Pd -X- X-- TOE DRAIN TO BE INSTALLED IF REQUIRED BASED ON RECOMMENDATION OF GEOTECHNICAL ENGINEER .......... VIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STPEET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 SCALE: AS NOTED FISSUED: 7-19-05 DRAAWL -ffY-.h-W REVISIONS: 1.10-04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS 4.03-13-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in ainy form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. Q TERRA PARTNERS, LLC / ROSE NT SUB ISIO MITIGATION NOTES ( \ O \ 1 1. FOR EVERY 400 SQUARE -FOOT UNIT (20'X20') OR FRACTION THEREOF PLANT: ONE(1)CANOPV TREE ®il'z--2-CALIPEROR LARGE EVERGREEN@ 6' \ TWO (2) UNDERSTORV TREES ® %' - IV CALIPER OR EVERGREEN @ 4'O / OR ONE (1) UNDERSTORY TREE AND TWO (2) LARGE SHRUBS @ 3'-4' 1 II 1 \ t \ THREE (3) SMALL SHRUBS OR WOODY GROUNDCOVER @W -18- \ I I I ( \ \o 2. DEFINITIONS: CANOPY TREE A TREE THAT REACHES 35 FEET IN HEIGHT OR LARGER WHEN MATURE. UNDER STORY TREE: A TREE THAT MATURES TO A HEIGHT OF 12 FEET TO 35 FEET. LARGE SHRUB: A SHRUB THAT REACHES 10 FEET OF HEIGHT OR GREATERMATURITY. I \ \ p \ \I I SMALL SHRUB: A WOODY PLANT THAT CAN REACH UP TO 10 FEET OF HEIGHT MAT -1114 I I \ \ 3. ALL PLANTS AND TREES SHALL BE SELECTED FROM PLT LISTS CONTAINEE D WffHIN APPENDIX A OF THE RIPARIAN BUFFERS GUIDANCE MANUAL. ��\ ®91\` DO 60'SI1F ADDmONAI, 1`` �j r —T'O Jo JBIOF YEORN EA FOR Mitt ation Area 1 I \ �I 1 / 1 j"YT Area =44898 sf \\ \\ i i ! /—//' FOR SF ARFCKITY ED Ramrg required = see milligal dotes gICt+P FA \ Nurtber of 400sf units= 44898/4(1(- 113 I \ Al \ Botanical Name: Common Name: Quant Size Acer rubrum Red Mtaple 14 1.5-2" tical Name: rubrum xllIii 11� see mitigation rides I1iI I I� 1 B5\\ \ A4 1 I� / 1 1 1 I _ Area = 8850 sf a / yl U a / A4 / A 0 lo ' ! x Rrequired = seLigation notes see Botanical Name: II I off/ Quant II, / dg l 2 1.52" Nyssa sylvatice I hill 2 u / CTree ano a: 3 / I 1! : M Botanical me: Biofilter/BMP #1 - Mid aeon Quant Area =16700 sf i Flamm required = see ndigation notes Ped Maple I 1 I162I I 1 13 \ LI I ) 1 \ 11 \ o l I a � - / ✓ I r( I;105E ADDITIONAL �B9 LTER' EAf� MII / til r Bs-/� \ J /\ Q I / \ -BIAP 4 JSIOdLTEft \� I � \\ I A10 AS / see mitigation rides / ��� ✓1\ IJ 1 B5\\ \ / 1 I� / 1 1 1 i /XN I �\ Area = 8850 sf COLSTON Cano Trees: F Rrequired = I � \\ I A10 AS / see mitigation rides / ��� ✓1\ IJ 111 I'II j I / � 1 Biofilter/BMP#5-Mitiaeon 1 I� / 1 1 1 ( \ Area = 8850 sf COLSTON O B19 \ J I / 11 --- —1 � x ' - j� \ / \ 1 \\ \\ 1 \ 11 \ l .\\\ I t� \\ I \\\\ BUFFER `\\ \ \ \ \ } \\\\ \ \ \ \,`\y,\\��\` ;\� I 6 4l 1 ✓� \ \ \ \ \\\ \ 1 I 11\ \ X18\ , \I 1\ 1, ��� �,• � \ \ / 'J� I 1 I � \ \ \---1 I 1\\\1\��1 / .— \\� IX \ ,/ IM ✓� `1 SUBDIVISION /l J( / 1 \ 1 \\\\ i \— ice\\\ — /ti �//0/ii'— /%✓�_i /��'__—� �_=iij////l f w� / // \\ \\ \ \ \ \ __� \ 1 "-' � �� •'_ \ \\ / ///// j / / __ /%/_ice/Y�---_�= �` � /// 1 Biofilter/BMP #4 - Mitiaeon Area = 2610 sf 5" see mitigation rides Number of 400sf under= Biofilter/BMP#5-Mitiaeon 7 Area = 8850 sf Cano Trees: F Rrequired = seLigation notes see Botanical Name: Common Name: Quant Number of 400sf unla= 88501400= 23 2 1.52" Nyssa sylvatice Black Gum 2 1.52" Quercus phelbs CTree ano a: 3 1.5-2" 1! : M Botanical me: Common Name: Quant Size i Acer rubrum Ped Maple 5 1.5-2" sae Lquidanbar styraciflua Sweet Guru 5 1.5-2" Magnolia Virginians Nyasa syNatica Black Gum 5 1.5.2" Quercus bicolor Swarrp White Oak 3 1.5-2" Quercus phelDs WRbw Oak 5 1.5-2" Sae aethra alnifolia Swset Fepperbush 23 1518 Comus stobnffera Understo Trees: 7 1518" Rex glabra nrry lme Botanical Name: Gammon Mme: Quant Size 21 Arra hier carodensts Serviceberry 18 .751.5" Chionanthus virginicus Fringetree 14 .751.5" Magrwfa Virginians SwBattery Magnolia 14 .751.5" 46 Common Nene: Quant. Shrubs: Andropogon gerami &uejoiM 230 plug Botanical Mme: Common Mme: ouant. sae Oethra alnifolie Sweet Rapperbush 15 1518" Harrend'B virginlona Witch Fffiel 13 1518" Rex glatim Inkberry 15 1518" Ilex verti~ Wimerberry 13 1518" Vdwmumdentill Amax -wood 13 1518" Total: Grasses: Botanical Name: Andropogon gerami Common Mme: Bluejalt —..........800.. p 1 Quant Size _..plug _ Panbumvirgatum jSwitchGrass 800 plug Ranfng required = see mitigation rides Number of 400sf under= 26101400= 7 Cano Trees: F Botanical Name: Common Name: Quant Size Liquidambar styraciflua Sweet Gum 2 1.52" Nyssa sylvatice Black Gum 2 1.52" Quercus phelbs Wibw Oak 3 1.5-2" 1! : 7 Undereto Trees: i Botanical Name: Common Name: Quant. sae Amelanchier canadensis Servbeberry 7.751. Magnolia Virginians Sweethay Magnolia 7 .751.5 14 Sh rubs: Botanical Name: Common Name: Quant Sae aethra alnifolia Swset Fepperbush 7 1518 Comus stobnffera I�do'ser Dogwood 7 1518" Rex glabra nrry lme 7 1518" 21 Total: 42 Grasses: Botanical Name: Common Nene: Quant. size Andropogon gerami &uejoiM 230 plug Panicumvirgatum Sw dch Grass 230 plug *Need male & ferrate plants for berry production (1 Tali females ^19if J I 1 111 I lit If Nk III 1 ` I \ I I \ ----- \\ \\\ \ \ \\ \ 1 I I I \ BUFFER ENCROACHMENT AREAS MITIGATION AREAS ENCROACHMENT AREA EA1 30347 SF BMP 1 AREA 16700 SF BIOFILTER PLANTING NOTES ENCROACHMENT AREA EA2 956 SF BMP 4 AREA 2610 SF 1. NO WOODY PLANT MATERIAL SHALL BE PLANTED IN THE ENCROACHMENT AREA EA3 29449 SF BMP 5 AREA 8850 SF IMMEDIATE AREA WHERE FLOW ENTERS THE BIOFILTER. ENCROACHMENT AREA EA4 44298 SF MITIGATION AREA MAI 44898 SF 2. TREES SHOULD BE SPACED APPROXIMATELY 20' O.C. OR TO ENCROACHMENT AREA EA5 2734 SF MITIGATION AREA MA2 50110 SF SUIT SITE CONDITIONS, TREES SHALL BE PLANTED AROUND ENCROACHMENT AREA EA6 2184 SF TOTAL 123168 SF THE PERIMETER OF THE BIOFILTER AS MUCH AS POSSIBLE. TOTAL 109968 SF 3. GRASSES SHALL BE PLANTED APPROXIMATELY 30.O.C. BUFFER ENCROACHMENT CONSISTS 4. SHRUBS SHALL BE PLANTED IN GROUPS, SPACE ACCORDING TO 75% PRIMARILY OF GRADING FOR PROPOSED FULL GROWN WIDTH. ROADS AND CLEARING FOR ROAD 5. ENSURE THAT MALE ILEX VERTICILLATA POLLINATOR CORRESPONDS CONSTRUCTION. SMALL AREAS OF TO THE FEMALE CULITIVAR CHOSEN. DRAINAGE CHANNEL CONSTRUCTION ARE ALSO INCLUDED NOTE: EXISTING LAND USES ARE FARM (PASTURE) WITH TREE COVER AS INDICATED. TERRA ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6di STREET, NE CHARLO.ITESVILLE, VIRGE41A 22902 PH. 434-295-64% FAX 434-296-6497 F� F O Q I� F� i .Fe '4197 3 if C �"S/ONAL�6 SCALE: 1"=200' ISSUED: 7-19-05 DRAWN BY: ERF REVISIONS: 1.104"S AGENCY COMMENTS 2.12-29-05 AGENCY COMMF14TS 3.02-10-06 AGENCY COMMENTS NI n9lRs — No pa—he mabiial Polemed by Mrs c d9N (pans, ideas. nesyns. sections or eebils .zpas.e i pn Mese plans) may be reproeucee, changed at utilized in airy bm, or by any mean., eleMmnic w mabeniral, Indaei.q pMbcopyIM —1-91 -by any aMe. means er Treldevaieftdners, w;n, uwnaen pe�m�sson eom ela Pac. Nm. Mese plan. mar nW be assignee b a MiM party wNpNfirst wMlen aulhpNatipn of Tera Permers. LLC. O TERRA PARTNERS, LLC SHEET OF 16 J.N. 0416 GROUNDCOVER(AS SPECIFIED ON PLAN) 2"'4" OF MULCH e' k I '� ls` 1a 1 2 % SECTION N.T.S. 12FT O.C.ZVER — SPECIMEN SHRUB (AS SOD TURF SHRUBS SPECIFIED ON DRAWING) COVER 8FT O.C. GUY WIRE GROUNDS 1FT. O. .(E.G. PERIWINKLE EDGE OF PAC SANDRA) ROOTBALL >>) ttf MULCH RING ' 3" MI/HARD MULCH LAYER 0 SHR(AS SPECIFIED) EDGE OF 19 - MULSET TOP (aF ROOTBALL 1/8 PLANTING PIT o o . 9" OF ROOTBALL DEPTH 0 50% SAND 130% TOP IL / 20% LEAF MULMIN. ABOVE FINISHED GRADE � PLANTING SOIL MIX "tea MULCH = �--FINISHED GRADE a o o (AS SPECIFIED) _ ROOTBALL III _III I STAKE I I z- ! �illl�lll III!_] ` IllIIIII_ RUBBER HOSE- � _:�,.... ,':•,.. _;. ;_. °:,11111-l!i('-moi ,,� UNDISTURBED SUBGRADE PLAN OPTIONAL SMALL ADD EXCAVATED SOIL AS NEEDED OR MEDIUM TREES TO BRING PLANT TO FINISHED 20' O.C. 1" CALIPER GRADE. TAMP LIGHTLY & ' WATER IN' I I I _ THOROUGHLY PRIOR TO SETTING SCARIFY BASE OF PLANT PIT; BREAK SHRUB TO PREVENT SETTLING. THROUGH &LOOSEN ALL HARDPAN. SOD TURF REMOVE AS NECESSARY TO FACILITATE COVER DRAINAGE.) SHRUB PLANTING 12 SECTION N.T.S. 50% SAND 130% TOP SOIL / 20% LEAF CH OPTION 2 I TURF COVER BLACK RUBBER HOSE 2 STRAND TWISTED 1/2 HEIGHT GALV. SUPPORT OF TREE NATIVE GRASSES !SEDGES W IRE /i\// o v Co PLANTED IN PLUGS AND OR SEDDED OPTIONAL SMALL >\\\\\\\\\\\\ �� i V -CUT EDGE WITH HEAVY STRAW MULCH COVERED OR (SEE DETAIL) MEDIUM TREES SHREDDED HARDWOOD WITH EC -2 EROSION CONTROL MATTING. 20' O.C. 1" CALIPER aOa C�? MULCH (2"-3 DEPTH) FINISHED GRADE MULCH RING RAP 9 4 iii 1 1 1 I it R II k i' SOD TURF/f/ a�a o� pia baa �\\�\ \\ j!�\ f COVER '\\/\\ X\�\�`/\\�\\/\\/\\/\�/\/\//\ '�/j�//\/j\// //\// //\//\/f /O\// \ \ \ \ \ \ \ \ \ GUYING STAKE / WV, �//�///�//�//�//�//�//�//fir/�//i/ (2„„x3") 12"�`i\`i\\i\\r\\i\\i\\i\`i\\iii\\i\\i .. 5' AOP SOIL 20% LEAF MULCH\•�\/\\�\il/IOP REDTOP, BLUEJOINT, /\\\\ UNDISTURBED TUFTED HAIRGRASS, BIRDSFOOT-TREEFOIL,6” COMPACTED SOIL SETTING MOUND ' I _ I I (I ---Jill =IIII _III ! -=III I _ I I ! 1 _= SUBGRADE SWITCHGRASS, & WILDFLOWER MIX - - SUITABLE FOR CONDITIONS. SEE SWM & MITIGATION ��! 0PLANS FOR ��\\/\\/\\/\\i Ill=IIII=1111—III,-1111=IIII=fill=' OPTION 3 PLANTING INFORMATION�\\��\\��\ WILDFLOWER MEADOW EVERGREEN TREE PLANTING AND GUYING BIOEILTER VEGETATIVE COVER OPTIONS RIP RAP DITCH SECTION N.T.S. 12 SECTION N.T.S. 1 SECTION - N.T.S. r UUY VV EDGE( ROOTS MULCI- EDGE( PLANT] STAKE RUBBE BLACK RUBBER HOSE 2 STRAND TWISTED 12 GAUGE GALV. SUPPORT WIRE SHREDDED HARDWOOD MULCH (2"-3" DEPTH) ,0 1 V -CUT EDGE (SEE DETAIL) MULCH RING %—FINISHED GRADE GUYING STAKE=11{I_llll- Illi ,— ---- IIII IIII_Ilii_IIII= (2„x2"X3') =III ROOTBALL 6” COMPACTED SOIL (OR -II!I=III =Till=Ill WASHED GRAVEL) -" _ _ allll=IIII SETTING MOUND I _!!! I =!! l i =!!! IMI!!! I _ I I I I F1117" UNDISTURBED SUBGRADE Ill=lilt=IIII=fIl1=IIII=1111=Illi=' LARGE TREE PLANTING AND GUYING SECTION N.T.S. SOD TURF - SEE NOTE 1 STONE PROTECTION @ INLETS 4” BELOW PAVEMENT TO PREVENT CLOGGING PAVEMENT--\ 3:1 SLOPE (MAX) ---- LUCK BIO -FILTER MIX OR TESTED AND APPROVED EQUIVALENT 1'-0„ (MIN) SEE VEGETATIVE COVER OPTIONS DETAIL. _, 1 W/ WATERTIGHT CAP (TYP) DROP INLET -SEE NOTE 2 15'-0" (MIN) 4"-6" ON -PERFORATED UNDERDRAIN GRAVEL PVC PIPE @ 1% (AASHTO M43,1/2"A ") 4"-6" PERFORATED SCHEDULE 40 PVC SLOPE (MIN) WRAPPED IN FILTER FABRIC PIPE OR EQUIVALENT @ 1% SLOPE (MIN) TO DI OR STORM DRAIN PROVIDE ACROSS ENTIRE WIDTH @ 20 FT. O.C. CROSS SECTION NOTES: 1. THE NEED FOR ADDITIONAL PAVEMENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO BOTTOM OF BIORETENTION AREA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. 2. PROVIDE V-0" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE DI IN BIORETENTION AREA, DI IN PAVED AREA (INDICATED), OR STONE WEIR DISCHARGE TO STABLE CHANNEL OR STORM DRAIN. R[OFILTER PLAT & SECTION 4' MIN. 2* 2* ( 1�� I *OR AS SHOWN ON ROAD T ir'PICAL SECTIONS AND PLANS IMF— LINING AS SPECIFIED ON PLANS DITCH WITH EC -2 OR. EC -3 LINING SECTION T.T.S. 40' R/W 2” SM -9.5A ASPHALT PRIME COAT 8"#21A AGGREGATE COMPACTED SUBGRADE .&&X- * 5' IN AREAS WITH GUARDRAILS ROADWAY TYPICAL SECTION N.T.S, 12SECTION N.T.S. Pq SCALE: AS NOTED ISSUED: 7-19405 DRAWN BY: ERE 'I REVISIONS: 1.10-04-05 .AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS 4.03-13-06 AGENCY COMMENTS All rights reserved_ No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission fnom Terra Partners, LLC. Also, these planus may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC 18" .► PLANTING (UNLESS _' SLOPE SOIL MIX V -CUT EDGE OTHER- WISE NOTED) (AS SPEC.) (SEE DETAIL) FINISHED z GRADE \\ \\\/% \rr%ranr��r%r�!rirr\rr\/r`�/r\rr\/r _.: �i\ri I ! -_ ! CD ! ! ! _! ! ! ! /\✓\/a \r\/\/\GULTIVA TED S IL / r , / / / O \r% //\/ // / �r ']=1111=1111=II(I-IIII=!111=!111=i1[!=1], -=!Til=!IlI�lllf=!III=III!=I{I1�IIII-iI1'- '11=1111-IIII�IIIi-_i{I(-1111-f1f{l1111=T� ^!111-1111^1!11-1111TIIIITI''I!I-=''' UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARDPAN" & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. e' k I '� ls` 1a 1 2 % SECTION N.T.S. 12FT O.C.ZVER — SPECIMEN SHRUB (AS SOD TURF SHRUBS SPECIFIED ON DRAWING) COVER 8FT O.C. GUY WIRE GROUNDS 1FT. O. .(E.G. PERIWINKLE EDGE OF PAC SANDRA) ROOTBALL >>) ttf MULCH RING ' 3" MI/HARD MULCH LAYER 0 SHR(AS SPECIFIED) EDGE OF 19 - MULSET TOP (aF ROOTBALL 1/8 PLANTING PIT o o . 9" OF ROOTBALL DEPTH 0 50% SAND 130% TOP IL / 20% LEAF MULMIN. ABOVE FINISHED GRADE � PLANTING SOIL MIX "tea MULCH = �--FINISHED GRADE a o o (AS SPECIFIED) _ ROOTBALL III _III I STAKE I I z- ! �illl�lll III!_] ` IllIIIII_ RUBBER HOSE- � _:�,.... ,':•,.. _;. ;_. °:,11111-l!i('-moi ,,� UNDISTURBED SUBGRADE PLAN OPTIONAL SMALL ADD EXCAVATED SOIL AS NEEDED OR MEDIUM TREES TO BRING PLANT TO FINISHED 20' O.C. 1" CALIPER GRADE. TAMP LIGHTLY & ' WATER IN' I I I _ THOROUGHLY PRIOR TO SETTING SCARIFY BASE OF PLANT PIT; BREAK SHRUB TO PREVENT SETTLING. THROUGH &LOOSEN ALL HARDPAN. SOD TURF REMOVE AS NECESSARY TO FACILITATE COVER DRAINAGE.) SHRUB PLANTING 12 SECTION N.T.S. 50% SAND 130% TOP SOIL / 20% LEAF CH OPTION 2 I TURF COVER BLACK RUBBER HOSE 2 STRAND TWISTED 1/2 HEIGHT GALV. SUPPORT OF TREE NATIVE GRASSES !SEDGES W IRE /i\// o v Co PLANTED IN PLUGS AND OR SEDDED OPTIONAL SMALL >\\\\\\\\\\\\ �� i V -CUT EDGE WITH HEAVY STRAW MULCH COVERED OR (SEE DETAIL) MEDIUM TREES SHREDDED HARDWOOD WITH EC -2 EROSION CONTROL MATTING. 20' O.C. 1" CALIPER aOa C�? MULCH (2"-3 DEPTH) FINISHED GRADE MULCH RING RAP 9 4 iii 1 1 1 I it R II k i' SOD TURF/f/ a�a o� pia baa �\\�\ \\ j!�\ f COVER '\\/\\ X\�\�`/\\�\\/\\/\\/\�/\/\//\ '�/j�//\/j\// //\// //\//\/f /O\// \ \ \ \ \ \ \ \ \ GUYING STAKE / WV, �//�///�//�//�//�//�//�//fir/�//i/ (2„„x3") 12"�`i\`i\\i\\r\\i\\i\\i\`i\\iii\\i\\i .. 5' AOP SOIL 20% LEAF MULCH\•�\/\\�\il/IOP REDTOP, BLUEJOINT, /\\\\ UNDISTURBED TUFTED HAIRGRASS, BIRDSFOOT-TREEFOIL,6” COMPACTED SOIL SETTING MOUND ' I _ I I (I ---Jill =IIII _III ! -=III I _ I I ! 1 _= SUBGRADE SWITCHGRASS, & WILDFLOWER MIX - - SUITABLE FOR CONDITIONS. SEE SWM & MITIGATION ��! 0PLANS FOR ��\\/\\/\\/\\i Ill=IIII=1111—III,-1111=IIII=fill=' OPTION 3 PLANTING INFORMATION�\\��\\��\ WILDFLOWER MEADOW EVERGREEN TREE PLANTING AND GUYING BIOEILTER VEGETATIVE COVER OPTIONS RIP RAP DITCH SECTION N.T.S. 12 SECTION N.T.S. 1 SECTION - N.T.S. r UUY VV EDGE( ROOTS MULCI- EDGE( PLANT] STAKE RUBBE BLACK RUBBER HOSE 2 STRAND TWISTED 12 GAUGE GALV. SUPPORT WIRE SHREDDED HARDWOOD MULCH (2"-3" DEPTH) ,0 1 V -CUT EDGE (SEE DETAIL) MULCH RING %—FINISHED GRADE GUYING STAKE=11{I_llll- Illi ,— ---- IIII IIII_Ilii_IIII= (2„x2"X3') =III ROOTBALL 6” COMPACTED SOIL (OR -II!I=III =Till=Ill WASHED GRAVEL) -" _ _ allll=IIII SETTING MOUND I _!!! I =!! l i =!!! IMI!!! I _ I I I I F1117" UNDISTURBED SUBGRADE Ill=lilt=IIII=fIl1=IIII=1111=Illi=' LARGE TREE PLANTING AND GUYING SECTION N.T.S. SOD TURF - SEE NOTE 1 STONE PROTECTION @ INLETS 4” BELOW PAVEMENT TO PREVENT CLOGGING PAVEMENT--\ 3:1 SLOPE (MAX) ---- LUCK BIO -FILTER MIX OR TESTED AND APPROVED EQUIVALENT 1'-0„ (MIN) SEE VEGETATIVE COVER OPTIONS DETAIL. _, 1 W/ WATERTIGHT CAP (TYP) DROP INLET -SEE NOTE 2 15'-0" (MIN) 4"-6" ON -PERFORATED UNDERDRAIN GRAVEL PVC PIPE @ 1% (AASHTO M43,1/2"A ") 4"-6" PERFORATED SCHEDULE 40 PVC SLOPE (MIN) WRAPPED IN FILTER FABRIC PIPE OR EQUIVALENT @ 1% SLOPE (MIN) TO DI OR STORM DRAIN PROVIDE ACROSS ENTIRE WIDTH @ 20 FT. O.C. CROSS SECTION NOTES: 1. THE NEED FOR ADDITIONAL PAVEMENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO BOTTOM OF BIORETENTION AREA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. 2. PROVIDE V-0" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE DI IN BIORETENTION AREA, DI IN PAVED AREA (INDICATED), OR STONE WEIR DISCHARGE TO STABLE CHANNEL OR STORM DRAIN. R[OFILTER PLAT & SECTION 4' MIN. 2* 2* ( 1�� I *OR AS SHOWN ON ROAD T ir'PICAL SECTIONS AND PLANS IMF— LINING AS SPECIFIED ON PLANS DITCH WITH EC -2 OR. EC -3 LINING SECTION T.T.S. 40' R/W 2” SM -9.5A ASPHALT PRIME COAT 8"#21A AGGREGATE COMPACTED SUBGRADE .&&X- * 5' IN AREAS WITH GUARDRAILS ROADWAY TYPICAL SECTION N.T.S, 12SECTION N.T.S. Pq SCALE: AS NOTED ISSUED: 7-19405 DRAWN BY: ERE 'I REVISIONS: 1.10-04-05 .AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS 4.03-13-06 AGENCY COMMENTS All rights reserved_ No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission fnom Terra Partners, LLC. Also, these planus may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC 730 690 EXISINGLGRAni; PROPOSED G E PROPOSED GRADE 650 21.85 720 24- CMP @ 2-15 LF 24- Ct,4p @ 2-15 10153. r5 EXISTIN13 GRADE --�55.3 PROPOE ED GRADE 0%SLOP 0% SLOPE Z/17T82.56 680 640 - 7- 7- 51.4LF--18"CMP@1-0% 637.60 0% ..................... �-V 710 670 630 DATUM ELEV DATUM ELEV DATUM ELEV 700.00 665.00 625,00 Cl! CR N 0 U) (0 L- (0 0+00 0+00 0+00 CULVERT #5 CULVERT #3 CULVERT #1 700 630 690 620 EXISTING GRADE I/ PROI DOSED GRADE 640 z 680 610 678.5 L5O.7 LF @ 1.0% LF - 21"CMP 3/1.75 CMID @ 4-5011 65.5LF- 'x6'RCPI3OXCU-VERT@1.1% SLOPE �6�3124 630 0% SLOPE 6114-50 -�603.80 0% SLOPE _-----1672.54 670 600 620 DATUM nEV DATUM ELEV DATUM ELEV 615.00 660.00 --W90. -00 10 W 10 ID W co T 0 10 0+00 0+00 1+00 0+00 CULVERT #6 CULVERT #4 CULVERT #2 TERRA ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STREET, NE 9g o CHARLOTTESVILLE, VIRGINIA 22902 1'H. 434-295-6496 FAX 434-296-6497 0 U tom° ND SCALE: H1"=20'V1')=5' ISSUED: 7-19-05 DRAV\v'N BY: ERF REVISIONS: 1, 10-04-01 AGENCY COMMENTS 2.12-29-05 AGENCY COMAMNTS 3.02-10-06 AGENCY COMMENTS 0' Q Fend Ole vj SL S EET H OF 26 copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, L.I.C. ©TERRA PARTNERS, LLC 0 U tom° ND SCALE: H1"=20'V1')=5' ISSUED: 7-19-05 DRAV\v'N BY: ERF REVISIONS: 1, 10-04-01 AGENCY COMMENTS 2.12-29-05 AGENCY COMAMNTS 3.02-10-06 AGENCY COMMENTS 0' Q Fend Ole vj SL S EET H OF 26 copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, L.I.C. ©TERRA PARTNERS, LLC SCALE: H1"=20'V1')=5' ISSUED: 7-19-05 DRAV\v'N BY: ERF REVISIONS: 1, 10-04-01 AGENCY COMMENTS 2.12-29-05 AGENCY COMAMNTS 3.02-10-06 AGENCY COMMENTS 0' Q Fend Ole vj SL S EET H OF 26 copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, L.I.C. ©TERRA PARTNERS, LLC 0' Q Fend Ole vj SL S EET H OF 26 copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, L.I.C. ©TERRA PARTNERS, LLC SL S EET H OF 26 copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, L.I.C. ©TERRA PARTNERS, LLC copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, L.I.C. ©TERRA PARTNERS, LLC EXISTING ROUND EXISTING GROUND 70'MIN. EXISTING PAVEMENT A 3' FILTER CLOTH Z, \-MOUNTABLE BERM � I At (OPTIONAL) Zz 2 iv I VDOT #1 COURSE AGGREGATE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION ZD SIDE ELEVATION 70' MIN. WASHRACK BI F(OPTIONAL) BI POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE PLAN VIEW 19' MIN_ 10' MIN PAVEMENT 6'-7" REINFORCED CONCRETE SECTION 13-13 STONE CONSTRUCTION ENTRANCE CREST OF EMERGENCY SPILLWAY 67 C.Y./ AC. "DRY" STORAGE 67 C.Y./ AC. "WET' STORAGE SEDIMENT CLEANOUT POINT ("WET" STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY SEDIMENT BASIN SCHEMATIC ELEVATIONS SECTION MIN. 2.0' 67 C.Y./ AC. "DRY'STORAGE 67 C.Y./ AC. - "WET' STORAGE SEDIMENT CLEANOUT POINT DRAIN SPACE DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25 -YR. EVENT) SEDIMENT BASIN SCHEMATIC ELEVATIONS SECTION VARIABLE* i, VARIABLE* -ORIGINAL GROUND F ELEV. W 67 CU. YD./ACRE CV 67 CU. YD./ACRE FILTER �-CLASSI CLOTH H RIP RAP (EXCAVATED) ORIGINAL COARSE GROUND *SEE PLATE 3.13-1 AGGREGATrE** ELEV. CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (INI FEET) 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE COARSE AGGREGATE** (1* /, /,- /" FILTER EXCAVATED CLOTH AREA **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) TEMPORARY SEDIMENT TRAP SECTION N.T.S. SECTION COMDacted Soil 4.5' min. ON 1. SET THE STAKES. 6'MAX. 14; FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) .. I PLOW POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SJTT FENCE WITHOUT WIRE SUPPORT N.T.S. DETAIL N.T.S. Notes 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES W;LL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL ERG,5:ON AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, 13UT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY FO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DE -WATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF RAINFALL EVENT- ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES (WHERE APPLICABALE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. N.T.S. THIS SHEET FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY Legend '<4 1. 4 CE TEMPORARY CONSTRUCTION ENTRANCE ...... ........ E. & S. STD. & SPEC. NO. 3.02 REINFORCED CONCRETE SECTION 13-13 STONE CONSTRUCTION ENTRANCE CREST OF EMERGENCY SPILLWAY 67 C.Y./ AC. "DRY" STORAGE 67 C.Y./ AC. "WET' STORAGE SEDIMENT CLEANOUT POINT ("WET" STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY SEDIMENT BASIN SCHEMATIC ELEVATIONS SECTION MIN. 2.0' 67 C.Y./ AC. "DRY'STORAGE 67 C.Y./ AC. - "WET' STORAGE SEDIMENT CLEANOUT POINT DRAIN SPACE DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25 -YR. EVENT) SEDIMENT BASIN SCHEMATIC ELEVATIONS SECTION VARIABLE* i, VARIABLE* -ORIGINAL GROUND F ELEV. W 67 CU. YD./ACRE CV 67 CU. YD./ACRE FILTER �-CLASSI CLOTH H RIP RAP (EXCAVATED) ORIGINAL COARSE GROUND *SEE PLATE 3.13-1 AGGREGATrE** ELEV. CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (INI FEET) 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE COARSE AGGREGATE** (1* /, /,- /" FILTER EXCAVATED CLOTH AREA **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) TEMPORARY SEDIMENT TRAP SECTION N.T.S. SECTION COMDacted Soil 4.5' min. ON 1. SET THE STAKES. 6'MAX. 14; FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) .. I PLOW POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SJTT FENCE WITHOUT WIRE SUPPORT N.T.S. DETAIL N.T.S. Notes 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES W;LL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL ERG,5:ON AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, 13UT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY FO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DE -WATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF RAINFALL EVENT- ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES (WHERE APPLICABALE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. N.T.S. THIS SHEET FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY Legend CE TEMPORARY CONSTRUCTION ENTRANCE ...... ........ E. & S. STD. & SPEC. NO. 3.02 SILT FENCE E. & S. STD. & SPEC. NO. 3.05 DD TEMPORARY DIVERSION DIKE E. & S. STD. & SPEC. NO. 3.09 TEMPORARY SEDIMENT TRAP ST E. & S. STD. & SPEC. NO. 3.13 TEMPORARY SEDIMENT BASIN SB E. & S. STD. & SPEC. NO. 3.14 OUTLET PROTECTION OP E. & S. STD. & SPEC. NO. 3.18 UTILITY STREAM CROSSING E. & S. STD. & SPEC. NO. 3.25 TOP SOILING TO E. & S. STD. & SPEC. NO. 3.30 PS PERMANENT SEEDING PS E. & S. STD. & SPEC. NO. 3.32 MU MU MULCHING E. & S. STD. & SPEC. NO. 3.35 BJM SOIL STABILIZATION, BLANKETS & MATTING E. & S. STD. & SPEC. NO. 3.36 DC DC DUST CONTROL E. & S. STD. & SPEC. NO. 3.39 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL C_ FLOW 111 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC. SILT FENCE WITH WIRE SUPPORT DETAIL N.T.S. IT Tir "a Ar A -W*% 15)= 2000' -TE 64 _fFIRSTp, ZP GAP J EXIT 114 To cyq SCALE: AS NOTED ISSUED: 7-19-05 DRAWN BY: �ERF REVISIONS: 1.10-04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-1006 AGENCY COMMENTS 4.03-1306 AGENCY COMMENTS All rights reserved. INo part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft _4 _31 ---- ---- ---- -- ­ --- -- A', J, J _4 x _511t _R� _X1 J I , , L ��111_� __ - _7 7� I , _K x j x 7:� f % �M" Mft 1777,_��V_------- V '17 > 4Ci -CE 4- 36& ljayesWle Lpanl,\ Mf� g A Me, V, % Y" A� BOVNDA -, --- 1, 1 1, �', �i 6,-% 19B - Cullen Lo rn 0RAINAGE,'AR`1EA/' 41, 77- _771" a RY, TY0./ C_ 'A ------ U, yil 4 L LIMITS OF CLEARING & GRAD A Vl� % 5 If RX V, M __w A�k_ 5- 6B\- Me a 0'\�krn 5 o L �A "4 t, N % % V� A, -k LOT_A3 UWVL C tit 4� A, A A4, Z OT Al A OT L LOT _4_ "v �6­ I IF, 4' It $ LOT A6 _OP_ N"A A PP TE V \�`­ - __ I- __\ _ROXIMA ­00TA-5- SOILS BOUNDA LOT 131 T SOIL N� -OCKPILE---- (SF) draddoc Ja k M r �pN X N - L - 4 Asne,4oam STREAM CROSSING NOTES v A' PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCIR OACHMEN ARE& RR X ­ CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION IN IM�­ "'A 6680 SF @-Et. 61 Z_,� CREEK. NONERODIBLE MATERIAL SHALL BE USED FOR THE �Ady (J,a _C3 CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FIL�Q'�\:��:` L# t MAY BE USED FOR THE STRUCTURES IF ARMORED BY NONERODIBI. - - ---- COVER MATERIALS. ALL APPLICABLE FEDERAL, STATE AND LOCAL A, , I WATERCOURSES SHALL BE MET. THE BED AND BANKS OF IVY CREEK. THE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN 3 `--SETBACK N 15F REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE -\-I OV. -STREAM, WATERCOURSE IS COMPLETED. 10.7 ACRES #5 SB__ - 72 - OP STREAM CROSSING TO BE ACCOMPLISHED WITH A TEMPORARY I U -SB - 10000 SF�V E 602,, �j CULVERT BYPASS, ANCHORED AT EACH END, AND WITH A COFFERDAM V_ PLACED IN THE STREAMBED AT EACH END TO ALLOW BOX CULVERT, WINGWALLS, OUTLET STONE AND FILL TO BE INSTALLED IN THE DRY. AFTER BOX CULVERT HAS BEEN INSTALLEDAND BACKFILLED, AND SEDIMENT BASIN #1 OUTLET STONE HAS BEEN PLACED, THE TEMPORARY CULVERT AND 5 11"01 DAMS SHALL BE REMOVED AND THE STREAMBANKS STABILIZED. NO 621.0 FURTHER WORK IN STREAMBED SHALL OCCUR AFTER THE DIVERSION DESIGN HIGH WATER HAS BEEN REMOVED. 617.9 PRINCIPAL SPILLWAY CREST 615.7 RISER DEWATERING ORIFICE INVERT 613.8 TRASH RACK 72"DIA. 21"HT. CLEANOUT ELEVATION 612.5 RISER SEDIMENT BASIN #2 SEDIMENT BASIN #1 TOP OF DAM (MIN. 8'WIDTH) 624.5 TOP OF DAM (MIN. 6' WIDTH) 621.0 PRINCIPAL SPILLWAY CREST DESIGN HIGH WATER 616.5 617.9 PRINCIPAL SPILLWAY CREST 615.7 RISER DEWATERING ORIFICE INVERT 613.8 TRASH RACK 72"DIA. 21"HT. CLEANOUT ELEVATION 612.5 RISER 36" BARREL 75.0 LF - 24" CMP TRASH RACK 54" DIA. 17- HT. ANTI -SEEP COLLARS 2 @ 4' SQ. SEDIMENT BASIN #2 TOP OF DAM (MIN. 8'WIDTH) 624.5 DESIGN HIGH WATER 621.5 PRINCIPAL SPILLWAY CREST 620.9 DEWATERING ORIFICE INVERT 617.9 CLEANOUT ELEVATION 615.9 RISER 48" BARREL 70.0 LF - 24"CMP TRASH RACK 72"DIA. 21"HT. ANTI -SEEP COLLARS 3 @ 4' SQ. SEDIMENT BASIN #4 TOP OF DAM (MIN. 8' WIDTH) 610.0 DESIGN HIGH WATER 608.0 PRINCIPAL SPILLWAY CREST 606.5 DEWATERING ORIFICE INVERT 6055 CLEANOUT ELEVATION 604.0 RISER 24 - BARREL 75.0 LF - 21"CMP TRASH RACK 36"DIA. 13"HT. ANTI -SEEP COLLARS 2 @ 4.5'SQ. SEDIMENT BASIN #5 TOP OF DAM (MIN. 6'WIDTH) 607.0 DESIGN HIGH WATER 605.0 PRINCIPAL SPILLWAY CREST 603.8 DEWATERING ORIFICE INVERT 603.2 CLEANOUT ELEVATION 601.9 RISER 36" BARREL 61.0 LF - 30" CMP TRASH RACK 54"DIA. 17"HT. ANTI -SEEP COLLARS 2 @ 4'SQ. < Z A 77 77 - Riverview-Chewac a Compi 'F OF Z- .4,1 V, N 71 t 108c 7, i A\ Lot AT A/ v V 0,000�17,,, Y 7J iI J /T%' LOT -A x ij doq - HayosW-1-16 __ Loam_ 01 if da 7 ��rC - �i� Clbton-Ga V -Av - V__ "U, A13 'L Av- -P -,"&A j z V, ibi4 6§�EXiiR 10 SL C V, tzl LC N TRAP NO. 1 J\ V A 0.98 AC. BOTTOM EL. 606.5 14C 6ester Loarh ELEV. L W D Z -�h7e 1>1 BOTT 45 17 V 60T -B 2.0 1 WET/DRY 49 21 DRYMEIR 55 27 J `\z 1.5 2 N t WEIR 5.9 2.5 EL. 610.01 p, LOT 68 h, TRAP NO. 2 f,10 A = 0.56 AC. BOTTOM EL. 601.. ELEV. L W D Z BOTT 36 12 �U< .COT 2.0 ..... ..... A WET/DRY 40 16 q C*i n, L�6q� 1.3 2 DRY/WEIR 45 21 \Q, �,','�\X A�l 1� N11 J` 3.4 2.5 if WEIR 09� 7C3 *41aye 1/1� 2'jo Af, \j, EL. 608.0 I I iff, Ni, j TRAP NO. 3 A UO AC. BOTTOM EL. 604.8 EV. L W D Z V 35 12 7,, V 2.0 1 L9T1,A10 WET/DRY 39 16 A 1.2 2 RYNVEIR 44 21 LU I WEIR 3.0 2.5 EL. 608.0 A, I H6ye�70161­ 3 1 lay Vill 0 q X A/` �,f 2� T �D T3 r, i Lx i r\,,, A ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 1 r7l U e It 0 '' 01" Fr Ira, R. r-n-Tidia UC. N rf - �, , SCALE. 1))=100' ISSUED: 7-19-05 DRAV\Y'N BY- ERF REVISIONS: 1. 10-04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, incluiding photocopying, scanning, or by any other means of reltrieval system without written permission fr(om Terra Partners, LLC. Also, these planis may not be assigned to a third party without first written authorization of Terra Partners, LLC. @ TERRA PARTNERS, LLC SHEET OF 16 J.N. 0416 . -, , , 1, - I I t \ 'N l l� ,- -, � , � 1, 1, i I I I V / / /, I " , �-, ,,� - , 'I*, de \I, /I l I I I I I I /I / I / / Ill i I , fl -11 : k k�, - V, 6, I 11 N 1� 11 , - -i I , I I � \ I, �- '--- ; I ; I , j i i I � I I- " N, \ t - - � ,�, \ , � " � � - , ,� ' I -- I I , � i l I I I I /, i � / .-/I 1.11, I I \ I 11 .-t -\"--\ -'-,----, RA'tiv� 1- 1\ \ \,�,,--,.� ", �� I / / I I .z l I - 1. 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'N, X � ! � 1 W "Il 1 " // / / / // �/.,�� , "-�-�/, - - � �, '. . ,`N, , N.l� � V, � "AM li; -I - I . - -1 - - -- -.- -- �, I .i I I 0 , I I I Ii I - t I i., I 1T I - II I E) in) --- CIVIL ENGINEERS PLANNERS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-64-96 FAX 434-296-6497 I,-� " 10ZA g fl!� 11� �e4 PH 4H ,4 A, -"k �� rv� 4 " �M� .1� EIIIIIIIIIIIH fl!�]`�� 4 4 r� &0 II !H 9� �) > �� �H z 7� C , �� 4 H ��) 0 F -7- 1 �� ) r�) ff�� ,.-.-., 0 W �� 1,4 �� P4 r -------i cf) L ---j -� cm=!= �� (:� r;�W e - 11q Pq 4"!!`1 �4 IIIIIIIIIIIIIIINIIIINIL 11!� Y) F ---A ?`4 �� 00 e -It I -y I L -J --j �� 72� /0") I \Il� �� �MH rf) �� C) 101V " <� if -'t 64I,""i 1 IL 9 i -1 0 Lie., No. 034197 '7/ �/" 6- � "'i " %1& , RA ,;. -u. I VNIAL V'4' SCALE: 1))=100' ISSUED: 7-19-05 DRAV\,7N BY: ERF REVISIONS: 1. 10-04-05 AGENCY COMMENTS 2.12-29-05 AGENCY COMMENTS 3.02-10-06 AGENGY COMMENTS 4.03-13-06 AGENCY COMMENTS All rights reserved. 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