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Home My WebLink AboutSDP201600043 Plan - Submittal (First) Initial Site Plan 2016-07-10INITIAL SITE PLAN CANAAN CHRISTIAN CHURCH . .___.. OE — OVERHEAD ELECTRIC o of ki — UE _ _ UNDERGROUND ELECTRIC LINE o UE 0 OT OVERHEAD TELEPHONE LINE o OT o UT UNDERGROUND TELEPHONE LINE o UT FLOODPLAIN ..;._.�,..,..• �;..,,... ,..�..; .._....Y_ TREE LINE F r. a.. ( .....,.��`......... TREES Vis' 00 r� 30 OAK 0 3$$292 LINE 92 +a8 SPOT ELEVATION +98� LCG LIMITS OF CLEAR/NG & GRADING BENCHMARK DRAINAGE DIVIDES — — RIVANN MAGISTERIAL DISTRICT ALBEM RLE COUNTY, VIRGINIA VICINITY MAP SCALE I " = 10'00' APPROVAL BLOCK FINAL SITE PLAN NUMBER PROPERTY INFORMATION MAP 80 PARCEL 21 860 HACKTOWN ROAD KESWICK, VIRGINIA 22947 OWNER CANAAN CHRISTIAN CENTER 3045 IVY ROAD CHARLOTTESVILLE, VIRGINIA 22903 DEED BOOK 3631, PAGE 189 APPLICANT CANAAN CHRISTIAN CENTER 3045 IVY ROAD CHARLOTTESVILLE, VIRGINIA 22903 ATTN: PASTORA ROSA HERNANDEZ 434-760-2352 ARCHITECT DEX A. SANDERS ARCHITECT, P.C. 16102 RACCOON FORD ROAD CULPEPER, VIRGINIA 22701 540-829-2590 SHEET INDEX: COVER SHEET EXISTING CONDITIONS DETAILS GEOMETRY PLAN GRADING AND UTILITY PLAN SIGHT DISTANCE PLAN AND PROFILE_ PHASE I EROSION AND SEDIMENT CONTROL PLAN. PHASE IJ EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NOTES EROSION AND SEDIMENT CONTROL DETAILS LANDSCAPE AND PLAN LANDSCAPE NOTES AND DETAILS EXISTING DRAINAGE DIVIDES PROPOSED DRAINAGE DIVIDES EXISTING HYDROGRAPHS PROPOSED HYDROGRAPHS STORMWATER MANAGEMENT COMPUTATIONS CONDITIONS OF APPROVAL THE ALBEMARLE COUNTY HEALTH DEPARTMENT DATE APPROVAL BLOCK FINAL SITE PLAN NUMBER THE VIRGINIA DEPARTMENT OF TRANSPORTATION DATE APPROVAL BLOCK FINAL SITE PLAN NUMBER DEPT. OF COMMUNITY DEVELOPMENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 DATE REVISIONS: LEGEND EXISTING PROPOSED - ------ PROPERTY LINE �NN EASEMENT LINE ------------- --- - -•• • EDGE PAVEMENT S - ��-•-• CENTERLINE f/) - - FENCE LINE GAS LINE G --G M N F.X N. b�rM WATER MAIN PROP. 8" W/M BUILDINGS 0� Q� RETAINING WALL _....._EX. colvl S"AIIP SIDEWALK PROP. CONG S/W -- -- - - W, • m•--•-• •- - CURB & GUTTER CG -6 TRANS CG -6R A A O 8„ SAN, SANITARY SEWER 8" SAN (31 (4> `--' `--' 15" RCP ... .... • c)= Z= • STORM SEWER . .___.. OE — OVERHEAD ELECTRIC o of ki — UE _ _ UNDERGROUND ELECTRIC LINE o UE 0 OT OVERHEAD TELEPHONE LINE o OT o UT UNDERGROUND TELEPHONE LINE o UT FLOODPLAIN ..;._.�,..,..• �;..,,... ,..�..; .._....Y_ TREE LINE F r. a.. ( .....,.��`......... TREES Vis' 00 r� 30 OAK 0 3$$292 LINE 92 +a8 SPOT ELEVATION +98� LCG LIMITS OF CLEAR/NG & GRADING BENCHMARK DRAINAGE DIVIDES — — RIVANN MAGISTERIAL DISTRICT ALBEM RLE COUNTY, VIRGINIA VICINITY MAP SCALE I " = 10'00' APPROVAL BLOCK FINAL SITE PLAN NUMBER PROPERTY INFORMATION MAP 80 PARCEL 21 860 HACKTOWN ROAD KESWICK, VIRGINIA 22947 OWNER CANAAN CHRISTIAN CENTER 3045 IVY ROAD CHARLOTTESVILLE, VIRGINIA 22903 DEED BOOK 3631, PAGE 189 APPLICANT CANAAN CHRISTIAN CENTER 3045 IVY ROAD CHARLOTTESVILLE, VIRGINIA 22903 ATTN: PASTORA ROSA HERNANDEZ 434-760-2352 ARCHITECT DEX A. SANDERS ARCHITECT, P.C. 16102 RACCOON FORD ROAD CULPEPER, VIRGINIA 22701 540-829-2590 SHEET INDEX: COVER SHEET EXISTING CONDITIONS DETAILS GEOMETRY PLAN GRADING AND UTILITY PLAN SIGHT DISTANCE PLAN AND PROFILE_ PHASE I EROSION AND SEDIMENT CONTROL PLAN. PHASE IJ EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NOTES EROSION AND SEDIMENT CONTROL DETAILS LANDSCAPE AND PLAN LANDSCAPE NOTES AND DETAILS EXISTING DRAINAGE DIVIDES PROPOSED DRAINAGE DIVIDES EXISTING HYDROGRAPHS PROPOSED HYDROGRAPHS STORMWATER MANAGEMENT COMPUTATIONS CONDITIONS OF APPROVAL THE ALBEMARLE COUNTY HEALTH DEPARTMENT DATE APPROVAL BLOCK FINAL SITE PLAN NUMBER THE VIRGINIA DEPARTMENT OF TRANSPORTATION DATE APPROVAL BLOCK FINAL SITE PLAN NUMBER DEPT. OF COMMUNITY DEVELOPMENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 DATE REVISIONS: LT H Wlt lAN , Jlf. a Lic. o. 025886 ',pe, 0��071101160NAL DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: COVERSHEET-SP U fii ^ �i � UO 044 g z Z A� � Oz 0-4 z �U �41 U� ZZ �o 05 z 00 U E-+ V O a SHEET I OF 18 FILE No. VA -AL -01 12) Et. �NN U U Q •ct3 S � r •` f/) N .� M N (0 N ' ,� W�mN 0� Q� LT H Wlt lAN , Jlf. a Lic. o. 025886 ',pe, 0��071101160NAL DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: COVERSHEET-SP U fii ^ �i � UO 044 g z Z A� � Oz 0-4 z �U �41 U� ZZ �o 05 z 00 U E-+ V O a SHEET I OF 18 FILE No. VA -AL -01 X EX DIW Titf 80..... 62 TAf 80-22 IV/ -' Hearns, Wittiarn `Edith .dills,T�V 70A1 19 Chris---' te Brooks & Grac!ie Hjtghes;,' 1! 114-236 i !fir;//F Newton, Charles M or Jacqueline A 7, one & R� DB 3074.----667 24 TAf 80- us e!� Resfdeitial! Zoned: RA N11F Huqhes, Pauline F' Life, ENtate D.B 2854-034 Use: Residential Zoned: RA Use: Residential 40 730�6'03--;'E 51p.75'1 62B U) 8.4 0 L 4 0 TY 79A 118 C4 N/F Dickason, Laura C' M DB 2779 112 -45B Zoned: RA Use: Residential 00 MIXED -,HARDWOOD AND EVERGREEN STAND W/ LIGHT UN0ERBfWSH-- \N APPROXIMATE LOCATION TH 80-21C WATER PROTECTION OVERLAY CARROLL CREEK TRIBUTARY N//F Ragland, Louis A & kfarga-ret A X C, DB 557-075 5A zk Zoned: RA Tilf 79A 1 17 N/F I -licks, Cecil C JT or A-n.ne J 70 Use., Residential DB '674 450 C1*4 Zoned: RA 11se: Residential F, 364-371i N73('40311E'� .... .. .............. .......... Cl) ...... ..... .....w.. ... . ... fvIr Aeswick eal Lstate LM •110, . . ........ ..... . .. . ...... . ... . ..... . ...... DB 4189 534 .. . .... ------ Zoned: RA . ..... . . .......... .......... Ti*` 79A 1-16` Use: Vaca-nt SOILS DATA CURVE TABLE Curve Radius Length HYDRIC HYDROLOGIC NATURAL Chord Bear. MAP SYMBOL SOIL NAME SOIL SLOPE SOIL GROUP SOIL GROUP DRAINAGE CLASS K -FACTOR 46B LIGNUM SILT LOAM 2-7% NO D MODERATELY WELL DRAINED 0.49 51C MANTEO CHANNERY 7-15% NO D SOMEWHAT EXCESSIVELY 0.20 SILT LOAM DRAINED 62B NASON NO B WELL DRAINED 0.37 SILT LOA—]—, CURVE TABLE Curve Radius Length Tangent Delta Chord Chord Bear. C1 2193.91' 126.33' 63.18' 3017'57" 126.32' S 29035'53" E C2 211.32' 21.90' 10.96' 5-56'15" 21.89' 1 S 24058'47" E -A Al/1" JC lnvestments LLC 00 .. . ..... . ...... . . ....... N W--wL" 00 DB 3815 691 --wo S7A %A Zoned: RA 110, 6 2 B . ... .. 12 - 14 . ..... ^....... 0 0 00 m 7. (p A C) �13 7 0 00 7, CA 07% 20 tik cr Cott L •110 -0 ;A LO ;A 0 T,V 8 0 21 D NI/F Johnson, Clarence E ......... ......... ......... . . .. .... . ......... DB 1192 462 ♦ 00 By /I (TRA VERSE) EtEV= 41828 Zoned: RA NA VD88 Use: Residential EX 3V'F�RIVATE . ... . ....... . ......... 0 S80025'05"W 346.74' M T,41 8'0-20 (n TIV 80-19 :k i%. -�,, 1 �I/F Harrod, William, Winston; N/F Harrod, William, Winston; Heirs of c / 0 Eleanor Proctor it Heirs of c/,,o Eleanor Proctor Zoned: RA '100 DB 262-354 Use: Vacant �5 Zoned: RA se: Vacant ......... .........Use: Vacant TV 80,....21 B 70 1V N/lii' Anderson, L e" i N or Lena' K' DB 4603 593 Zoned: RA Ilse: Residential T,V 80-18 +V///F Collier, Daniel L or Marie L DB 3817-073 Zoned: R4 Use: Vacant 40 20 0 40 80 120 GRAPHICAL SCALE: 1 40' REVISIONS: U < 1W co co -----62 B I CO T,V 80-18 +V///F Collier, Daniel L or Marie L DB 3817-073 Zoned: R4 Use: Vacant 40 20 0 40 80 120 GRAPHICAL SCALE: 1 40' REVISIONS: LT C LOE 0 C;) -44- 0 - F- LO p a) C -N 0 4 > 0 C-) ca C: 'F C Cn a) Lm. E> A CL >'% 0 -0 CU > M C: NCO N XO W 0 co to Co N E ON CU CU a. _3 \,I ii op ROBERT E. WILLI JR. 0 LIC. No. 025886 4 07110116 s`sIONAL DATE: JUNE, 2016 SCALE: 1"=40' DRAWING NAW: EXISTING CONDITIONS U U C) Z U 0 0-4 z Z z z C) H � U 0 0 U Z 0-4 E-4 ZZ O z 00 4!� U U SHEET 2 OF 18 FILE No. VA -AL -01 SIGN SHALT. BE LOCATED SUCH THAT IT WILL NOT 13E OBSCURED BY VEHICLE PARKED IN SPACE. E.P. OR F.C. b WHEEL STOP UORT omm RVISCM BACK== WATL DAM Cam 2" 1IPs'M AI' 3/8" MORDIR 13.0' MINIMUM VAIN r. � 00 jj�i LA ,AN ACCESSII;E SIGN STRIPES —� rR1`#Ok • - —PENALTY 100.00 TO $500.00 TOW AWAY ZONE When the space provided is van accessible, dimension shall be 13.0' in cacordance with VUSSC minimum General Nates: requirements. 1) Access ramp must be located at some paint adjacent to the eight foot (8 ft.) aisle. 2) Slopes on parking :spaces and accessible aisle shall not exceed two percent 2X in all directions. 3) Van accessible signs shall also be provided where required. NOTE: NOTE: EXPANSION JOINTS 30' O.C. CONTR. JOINTS 5' O.C. 5UNLESS OTHERWISE NOTED SEE SITE PLAN 1/41' = 11 4' f 4.,<..::3000 PS,I> CONCRETE:::> ' CONCRETE SIDEWALK DETAIL 0 D, S NOTE: ALL CONCRETE TO BE 4000 PSI. CONCRETE WHEEL STOP N.T.S. 12" RESERVED PARKING m l +a 0i TYPICAL PARKING SECTION (NO SCALE) (VDOT SPEC. SECTION 211) 8" 21A AGGREGATE SUBBASE COURSE (VDOT SPEC. SECTION 208) SELECT MATERIAL PER VDOT STANDARDS AS RIR GEOTECH REQUIRED QEDBY GEO EC (VDOT UD -1) GEOTECH TO RECOMMEND IF UNDERDRAIN IS REQUIRED (IF SO, TIE INTO STORM DRAIN SYSTEM) SUBGRADE: COMPACTED TO 95% MAX. DENSITY 0 OPTIMUM MOISTURE CONTENT .71 2 FINISH NAILS, TOP & BOTTOM :e• r A. 4" x 4' BEAMS L0E 0 TOE NAIL TO POST Qi D 0 01 y.. f..� z r"• t co 3� Cn gt > Cn .CL 4"x4"x8' ."";."� # :v::;:�•.,.;�:;:1 jjz I 3I £ EE ((I I I I _ ff� 1 .•�fq;:: � :':""3'' 2 = POSTS 1.5" SM -9.5A TOP COURSE: BITUMINOUS CONCRETE (VDOT SPEC. SECTION 211) 2" BM -25.0 A BASE COURSE: BITUMINOUS CONCRETE (VDOT SPEC. SECTION 211) 6" 21A AGGREGATE SUBBASE COURSE (VDOT SPEC. SECTION 208) SELECT MATERIAL PER VDOT STANDARDS AS REQUIRED IREDBY GEOTECH T H (VDOT UD -1) GEOTECH TO RECOMMEND IF UNDERDRAIN IS REQUIRED (IF SO, TIE INTO STORM DRAIN SYSTEM) SUBGRADE: COMPACTED TO 95% MAX. TYPICAL PAVEMENT SECTION DENSITY @ OPTIMUM MOISTURE CONTENT (NO SCALE) NOTE. • FINAL PAVEMENT DESIGN WILL BE SUBMITTED FOR APPROVAL BASED ON ACTUAL CBR VALUES, TYPICAL PAVEMENT SECTIONS (NOT TO SCALE) 1" x 4" x 4-8" SLATS 2 FINISH NAILS, TOP & BOTTOM OD 2" x 4" x 4' BEAMS L0E 0 TOE NAIL TO POST Qi D 0 01 co Cn Tn > Cn .CL 4"x4"x8' 2 = POSTS .5 C: > N rl-_O CO N 1.25" 4'-0" 0 D (A 70 00 N CU MOS NOTE: PRESERVATIVE STAIN ON ALL WOOD. —_— _L.W__ —__ __— COLOR TO MATCH BUILDING Ell Ell 171 ,III COMPACTED GRAVEL oo o WOOD FENCE DETAIL NOT TO SCALE WOODWE REVISIONS: LT H OF � 2 ROBERT E. WILLI , JR. a Lic. No. 025886 ;4, 07/10/16 s -'0NAL DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: DETAILS SHEET 3 OF 18 FILE No. VA -AL -01 d) T C L0E 0 .C;) d'C Lin O Qi N > 0 01 Cn CD E > Cn .CL 3 Q A -p 2 = CU C: > N rl-_O CO N W 0 0 `- (A 70 00 N CU MOS N LO LT H OF � 2 ROBERT E. WILLI , JR. a Lic. No. 025886 ;4, 07/10/16 s -'0NAL DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: DETAILS SHEET 3 OF 18 FILE No. VA -AL -01 NOTES 75 1. THIS PROJECT PROPOSES TO CONSTRUCT A NEW 5,500 SF CHURCH WITH ASSOCIATED PARKING, 0.235 AC, UTILITIES, ENTRANCE FROM ROUTE 744, AS WELL AS REQUIRED LANDSCAPING, SCREENING, ETC. 2. THE PROPERTY DELINEATED HEREON IS LOCATED ON TAX MAP 80 PARCEL 21. 3. EXISTING USE: VACANT PROPOSED PROVIDED LOT WIDTH= 351' PROPOSED USE: CHURCH YARD) 4. A CHURCH IS ALLOWED IN THE RA ZONE WITH THE APPROVAL OF A SPECIAL USE PERMIT. 18-4.11.2(b)] SP 2014-16 WAS APPROVED ON OCTOBER 14, 2015. 5. AREA TABULATION ALLOWABLE BUILDING HEIGHT= 35 MINIMUM LOT AREA REQUIRED= 2 AC. [PER RA ZONE] ZONE] TM 80 PARCEL 21 = 300,706 S.F. OR 6.903 AC. 100 R -O -W DEDICATION= 10,233 S.F. OR 0.235 AC. 18-4.11.2(b)] NET LOT AREA= 290,473 S.F. OR 6.668 AC. 6. FRONTAGE [PER 18-4.10.3.3] m N MINIMUM REQUIRED FRONTAGE= 250' [PER RA ZONE] 30 PROVIDED FRONTAGE= 342' GREATER OF 1 SPACE PER 3 SEATS 7. LOT WIDTH 75 FT. MIN. [PER RA ZONE] 0.235 AC, MINIMUM REQUIRED LOT WIDTH= 250' [PER RA ZONE] [PER RA ZONE] PROPOSED PROVIDED LOT WIDTH= 351' (AT FRONT YARD) FT. 8. BUILDING HEIGHT [ACCESSORY STRUCTURES PER 18-4.11.2(b)] REAR YARD: MAXIMUM ALLOWABLE BUILDING HEIGHT= 35 FT. [PER RA ZONE] MAXIMUM ALLOWABLE SPIRE HEIGHT= 100 FT. [PER 18-4.10.3.1(b)] 18-4.11.2(b)] MAXIMUM ALLOWABLE PARAPET HEIGHT= 4 FT. [PER 18-4.10.3.3] m N PROPOSED 1 STORY CHURCH= 30 FT. GREATER OF 1 SPACE PER 3 SEATS [PER 18-4.12.6] 9. MINIMUM YARD REQUIREMENTS FRONT YARD: 75 FT. MIN. [PER RA ZONE] 0.235 AC, SIDE YARD: 25 FT. MIN. [PER RA ZONE] PROPOSED SIDE YARD: 6 FT. MIN. [ACCESSORY STRUCTURES PER 18-4.11.2(b)] REAR YARD: 35 FT. MIN. [PER RA ZONE] 119.99' REAR YARD: 6 FT. MIN. [ACCESSORY STRUCTURES PER 18-4.11.2(b)] 10. PARKING REQUIREMENTS: X'r',- ow C m N REQUIRED PARKING= O6 GREATER OF 1 SPACE PER 3 SEATS [PER 18-4.12.6] _.J OR 1 SPACE PER 75 SF OF ASSEMBLY AREA AREA TABLE TM 80 PARCEL 21 300,706 S.F. 6.903 AC, HACKTOWN ROAD (RTE 744) R -O -W DEDICATION 10,233 S.F. 0.235 AC, NET SITE AREA= 290,473 S.F. 6.668 AC. TOTAL SEATS= 150 `------ ASSEMBLY _ ASSEMBLY AREA= 3,500 SF SPACES REQUIRED= (1 SPACE/3 SEATS)(150 SEATS)= 50 SPACES SPACES REQUIRED= (1 SPACE/75 SF)(3,500 SF)= 47 SPACES `,� ;r EKY P/ _ -- TOTAL SPACES REQUIRED= 50 SPACES \ TOTAL SPACES PROVIDED= 50 SPACES HC SPACES REQUIRED= 2 [FOR 26-50 SPACES PROVIDED, PER ADA ACCESSIBILITY GUIDELINES] HC VAN SPACES REQUIRED= 1 [FOR UP TO 6 HC SPACES PROVIDED, PER ADA ACCESSIBILITY GUIDELINES] PROPOSED STD. SPACES PROVIDED= 48 SPACES (9'x18') r� `�• 7itf 80-62 PROPOSED HC SPACES PROVIDED= 1 SPACES (8'x18') � PROPOSED HC VAN SPACES PROVIDED= 1 SPACES (8'x18') `• KeswickReal EJtate iti PROPOSED TOTAL SPACES PROVIDED= 50 SPACES \ 21.90' 10.96' 5056'15" DB 4189-534 ` REQUIRED LOADING SPACES= N/A (CHURCH) [PER 22-26-6 Z.O.] 1 60.02' 3°05'31" 119.99' S 29029'40" E C4 241.32' 1 31.60' 15.82' 7°30'11" 31.58' S 24"11'50" E X'r',- ow C m N mC5 O6 12"' _.J y TOTAL SEATS= 150 `------ ASSEMBLY _ ASSEMBLY AREA= 3,500 SF SPACES REQUIRED= (1 SPACE/3 SEATS)(150 SEATS)= 50 SPACES SPACES REQUIRED= (1 SPACE/75 SF)(3,500 SF)= 47 SPACES `,� ;r EKY P/ _ -- TOTAL SPACES REQUIRED= 50 SPACES \ TOTAL SPACES PROVIDED= 50 SPACES HC SPACES REQUIRED= 2 [FOR 26-50 SPACES PROVIDED, PER ADA ACCESSIBILITY GUIDELINES] HC VAN SPACES REQUIRED= 1 [FOR UP TO 6 HC SPACES PROVIDED, PER ADA ACCESSIBILITY GUIDELINES] PROPOSED STD. SPACES PROVIDED= 48 SPACES (9'x18') r� `�• 7itf 80-62 PROPOSED HC SPACES PROVIDED= 1 SPACES (8'x18') � PROPOSED HC VAN SPACES PROVIDED= 1 SPACES (8'x18') `• KeswickReal EJtate iti PROPOSED TOTAL SPACES PROVIDED= 50 SPACES \ 21.90' 10.96' 5056'15" DB 4189-534 ` REQUIRED LOADING SPACES= N/A (CHURCH) [PER 22-26-6 Z.O.] 1 11. THIS PROPERTY WILL BE SERVED BY A NEW PRIVATE WATER WELL AND SEPTIC SYSTEM. DESIGN COORDINATION WITH THE VIRGINIA DEPARTMENT OF HEALTH IS REQUIRED. 12. GROSS FLOOR AREA: ONE STORY CHURCH= 5,500 SF 13. FLOOR AREA RATIO: TOTAL PROPOSED FOR RA ZONE= 5,500/290,462= 0.02 14. THE BOUNDARY DELINEATED HEREON IS BASED ON A SURVEY BY B. AUBRY HUFFMAN & ASSOCIATES, LTD., DATED AUGUST 21, 2001. TOPOGRAPHICAL SURVEY WAS PERFORMED BY HUME & ASSOCIATES, DATED JANUARY, 2016. 15. THIS SITE IS LOCATED IN FLOOD ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON F.I.R.M. MAP NO. 51003CO325D, DATED FEBRUARY 4, 2005. 16. THERE ARE NO VISIBLE GRAVESITES OR BURIAL GROUNDS LOCATED ON THIS PROPERTY. 17. NO TITLE REPORT WAS FURNISHED. SITE IS SUBJECT TO ENCUMBRANCES OF RECORD. 18. TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THERE ARE NO HAZARDOUS/TOXIC SUBSTANCES OR WASTE AND/OR PETROLEUM PRODUCTS TO BE GENERATED, UTILIZED, STORED, TREATED AND/OR DISPOSED OF ON-SITE. 19. THIS SITE IS LOCATED IN RURAL AREA #2 PLANNING AREA PER THE ALBEMARLE COUNTY COUNTY COMPREHENSIVE PLAN. 20. THERE ARE NO WETLANDS ONSITE. 21. THERE ARE NO RESOURCE PROTECTION AREAS ONSITE. 22. A PORTION OF THE SITE IS LOCATED IN THE WATER PROTECTION OVERLAY DISTRICT. 23. A PORTION OF THE SITE IS LOCATED IN THE ENTRANCE CORRIDORS OVERLAY DISTRICT. 24. THE SITE WILL UTILIZE PRIVATE TRASH PICK UP, USING INDIVIDUAL TRASH RECEPTACLES, NOT A DUMPSTEF 25. ALL SITE LIGHTING SHALL MEET ALBEMARLE COUNTY LIGHTING ORDINANCE AND LATEST DESIGN STANDARDS. 26. ALL SIGNAGE SHALL MEET ALBEMARLE COUNTY SIGN ORDINANCE AND LATEST DESIGN STANDARDS. 27. THIS SITE IS LOCATED IN THE MIDDLE RIVANNA RIVER WATERSHED. 28. THIS SITE IS LOCATED IN THE EAST RIVANNA FIRE STATION SERVICE AREA. 29. THIS SITE IS LOCATED IN THE PANTOPS RESCUE SQUAD SERVICE AREA (WEEKDAYS) 30. THIS SITE IS LOCATED IN THE CARS RESCUE SQUAD SERVICE AREA (WEEKNIGHTS/WEEKENDS) 31. THIS SITE IS LOCATED IN THE JEFFERSON DISTRICT, SECTOR 4, BEAT 12 POLICE SERVICE AREA. 32. THIS SITE IS LOCATED IN THE NO PUBLIC WATER OR SEWER SERVICE AREA. 33. THIS SITE IS LOCATED IN A LEAKING TANK 2,000 FOOT SITE BUFFER AREA. TRIPS GENERATED (PER 8TH EDITION ITE TRIP GENERATION REPORT) USE RATE DAILY TRIPS CHURCH 9.11 TRIPS/1,000 SF (5,500 SF)(9.11/1000)= 50 TRIPS TOTAL DAILY TRIPS= 50 TRIPS PHV= 0.11(ADT)=0.11(50)= 6 VPH NO TURN LANES OR TAPERS REQUIRED PER FIG 3-26 APPENDIX F CURVE TABLE Curve Radius Length Tangent Delta Chord Chord Bear. C1 2193.91' 126.33' 63.18' 3°17'57" 126.32' S 29035'53" E C2 211.32' 21.90' 10.96' 5056'15" 21.89' S 24058'47" E C3 2223.91' 120.01' 60.02' 3°05'31" 119.99' S 29029'40" E C4 241.32' 1 31.60' 15.82' 7°30'11" 31.58' S 24"11'50" E Zoned: RA Use: 'aca.nt 30' WIDE R -O -W , DEDICATION / 10,233 S.F. OR 0.235 AC HEREBY DEDICATED TO ALBEMARLE COUNTY 0, - 0 C30 \ 9 0r Q ii � 25'R -10 00 CP N,A M ` O, c 0-700 0 N cry l a, wU\ \ .♦ y A X-,* T V 80-21D l 0 N, / F Johnson, Clarence E � �► DD 1192 462 Zoned: Rfl Use: Residential � •'� 4 o Cop C2 ,r - 30.63 , , T'41f 80 ---.20 i 1,',/ Harrod, William Winston -0 Heirs of c,,,/o Eleanor Proctor K Zo,ri,ed: .RFS O ' Use: Vacant v i l I I� ♦ �CT. ♦ N 2 p Po �.4 01♦ 7, M o. �� tJ� TT 0\. . TIV 80 ..... 21C Y,F Raglaad, Louis A k i1fargaret A DB 5:57-07"_ Zone d.: J`b'l Use: Residential 20' BUFFER T 111 U 0 .__ 19 � ,,-'F Harrod, William. TVins•ton; i Heirs o e, j Eleanor Proctor i D.B 262 ..._ 354 Zoned: RA Use: Vacant i 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' MIXED HARDW, W1 L 71111 80 .....18 ��',•` ' Collier, Daniel L or .41, DB 8817-073 Zoned.: RA tI/se: V .cant REVISIONS: 1,T H OF r. . 2 ROBERT E. WILLI , JR. a Lic. No. 025886 ��Q �L07/10/1 Sy 0N A L E�cj�/ ; DATE: JUNE, 2016 SCALE: 1"=30' DRAWING NAME: SITE PLAN H a a SHEET 4 OF 18 FILE No. VA -AL -01 Ul) O 0. L NN 00 > U •L � � E, � •C .� >+ -0 CL_ CU M CO N W X'r',- ow C m N mC5 O6 12"' _.J 1,T H OF r. . 2 ROBERT E. WILLI , JR. a Lic. No. 025886 ��Q �L07/10/1 Sy 0N A L E�cj�/ ; DATE: JUNE, 2016 SCALE: 1"=30' DRAWING NAME: SITE PLAN H a a SHEET 4 OF 18 FILE No. VA -AL -01 NOTES 1. A NEW WELL SHALL BE INSTALLED TO PROVIDE DOMESTIC WATER SERVICE. IT SHALL COMPLY WITH ALL APPLICABLE APPROVALS OF ALBEMARLE COUNTY AND THE VIRGINIA DEPARTMENT OF HEALTH. 2. A NEW SEPTIC SYSTEM SHALL BE INSTALLED TO PROVIDE DOMESTIC SEWER SERVICE. IT SHALL COMPLY WITH ALL APPLICABLE APPROVALS OF ALBEMARLE COUNTY AND THE VIRGINIA DEPARTMENT OF HEALTH. 3. ALL NEW ELECTRICAL, TELEPHONE, CABLE TELEVISION, FIBER OPTIC AND OTHER UTILITY LINES ON THE SITE SHALL BE INSTALLED UNDERGROUND. 4. ABBREVIATIONS: TB= TOP OF BANK CO= CLEANOUT EG= EDGE OF GRAVEL EP= EDGE OF PAVEMENT FL= FLOW LINE GB= GRADE BREAK GS= GROUND SPOT ELEVATION INV= INVERT TC= TOP OF CURB TG= TOP OF GRAVEL TP= TOP OF PAVEMENT t= jum sae exam-" SII MUMENT SMAM IN PLACE— IMAI a r WK --%� A LEVU UP Of '#AZA CROSS SECTION Ir k0►N.s- hk 4r, LEVEL SPREADER WITH VEGETATED LIP Wm mm sagEr ML7M CWTH al fa VIM TO UND VM VAX ST I Ji M(K UNDSTUROM SOL DROSS SECTION — SMUW- "E MMM 'I't`i 'THEIR r—dXt "UTEb t1MKR ------------ Aft I, LEVEL SPREADER WITH RIGID LIP ,► MIN. "rAL PMUIREMPM Of SLnM CWN NVQ #d moi, A VC, 3,10, WRAP SITE COVERAGE AREA PERCENTAGE BUILDING 6,475 SF (6,475/290,473)100= 2.23% PARKING 18,100 SF (18,100/290,473)100= 6.23% SIDEWALK 2,390 SF (2,390/290,473)100= 0.82% EX. GRAVEL D/W 3,250 SF (3,250/290,473)100=1.12% OPEN SPACE 260,258 SF (260,258/290,473)100= 89.60% SITE AREA 290,473 SF NO SOILS DATA � TM 20 OR TT" OUTLET PROTECTION SIZING STIR # \ t t , ' l l d50 Do HYDRIC HYDROLOGIC NATURAL 6" MAP SYMBOL SOIL NAME SOIL SLOPE SOIL GROUP SOIL GROUP DRAINAGE CLASS K -FACTOR 46B LIGNUM SILT LOAM 2-7% NO D MODERATELY WELL DRAINED 0,49 51 C MANTEO CHANNERY 7-15% NO D SOMEWHAT EXCESSIVELY 0.20 SILT LOAM DRAINED 62B NASON 2-7% NO B WELL DRAINED 0.37 SILT LOAM � TM 20 OR TT" OUTLET PROTECTION SIZING STIR # \ t t , ' l l d50 Do La W D/W CULVERT 6" 1.25' 8' 9.25' .00\ man Keswick Real Estate LLC 7 �. ! 0 534 " DB 4189 - Zoned: R `� `` ♦ `� Use: 1 acarz,l•,1�1 �, AF t \ / ;i ♦ 0 \ -` ♦ ♦ a A2 IN 148 6 LF -15' ,HI 0.-97% ISO J 0 1�1 4 0�'��0- 0 `•` 12 i'� 2 N INV 4 NSA (P �2 �.` O ��07 ,♦ , U\ S SA, P 01 J r• • ./A r f f 27a-7 NCE To Aj PR (, 'ION OVER / nQ ;,•1�i �� WAFER PAOTEr FIV 80-21D ............ AT111F Johnson, Clarence E DB 119246 r �� a �,dl-# ►�R5E-�— ELEV= 418.28 f( oncc:fI�..i-- — NA VD88 Use: Residential _ EX 3T PRIVATE m..�.............. ............ O (3 S80025'05"W 346.74' TAI 80 -20 U) TAlf 80 —19 Harrod, Ilillia n Winston, n; C-) .... A, ,///F Harrod, William.. Winston; J o Heirs c/o Eleanor' Proctor Heirs of c�; o Eleanor- Proctor� � �; �� 2 Zoned: RA 0 DB 62 354 Use: Vacant v honed: RA Use: Vacant 04 PROP 000, IHC WELL 0�0 SEE HEALTH DEPT ..� PERMIT FOR WELL nFSI(;N nr-TAII S _ .• Now 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' 1 1111f 8 0 ...... 18 J'1,J/ P Collier, Daniel I.., or f i DB 3817-078 Zoned: RA Use: Vacant REVISIONS: ....:...... ♦ iJ J r• • ./A r f f 27a-7 NCE To Aj PR (, 'ION OVER / nQ ;,•1�i �� WAFER PAOTEr FIV 80-21D ............ AT111F Johnson, Clarence E DB 119246 r �� a �,dl-# ►�R5E-�— ELEV= 418.28 f( oncc:fI�..i-- — NA VD88 Use: Residential _ EX 3T PRIVATE m..�.............. ............ O (3 S80025'05"W 346.74' TAI 80 -20 U) TAlf 80 —19 Harrod, Ilillia n Winston, n; C-) .... A, ,///F Harrod, William.. Winston; J o Heirs c/o Eleanor' Proctor Heirs of c�; o Eleanor- Proctor� � �; �� 2 Zoned: RA 0 DB 62 354 Use: Vacant v honed: RA Use: Vacant 04 PROP 000, IHC WELL 0�0 SEE HEALTH DEPT ..� PERMIT FOR WELL nFSI(;N nr-TAII S _ .• Now 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' 1 1111f 8 0 ...... 18 J'1,J/ P Collier, Daniel I.., or f i DB 3817-078 Zoned: RA Use: Vacant REVISIONS: iJ r L LO E O -CD� U CL CD O NN > Cn E > -L 0.0 CL CU 2- M N (ON T-1 W Xco 0 C00 N cuCUc:CUO6 _JaLO 1,T H Op ROBERT E. WILLI , JR. a 'A Lic. No. 025886 �c�- 07/10/16 JONAL DATE: JUNE, 2016 SCALE: 1"=30' DRAWING NAME: SITE PLAN z U z � Q 0-4 a U� O � O A Z U A zz zw �O >� r M w 00 U U 0 a SHEET 5 J r• • ./A r f f 27a-7 NCE To Aj PR (, 'ION OVER / nQ ;,•1�i �� WAFER PAOTEr FIV 80-21D ............ AT111F Johnson, Clarence E DB 119246 r �� a �,dl-# ►�R5E-�— ELEV= 418.28 f( oncc:fI�..i-- — NA VD88 Use: Residential _ EX 3T PRIVATE m..�.............. ............ O (3 S80025'05"W 346.74' TAI 80 -20 U) TAlf 80 —19 Harrod, Ilillia n Winston, n; C-) .... A, ,///F Harrod, William.. Winston; J o Heirs c/o Eleanor' Proctor Heirs of c�; o Eleanor- Proctor� � �; �� 2 Zoned: RA 0 DB 62 354 Use: Vacant v honed: RA Use: Vacant 04 PROP 000, IHC WELL 0�0 SEE HEALTH DEPT ..� PERMIT FOR WELL nFSI(;N nr-TAII S _ .• Now 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' 1 1111f 8 0 ...... 18 J'1,J/ P Collier, Daniel I.., or f i DB 3817-078 Zoned: RA Use: Vacant REVISIONS: FILE No. VA -AL -01 L LO E O -CD� U CL CD O NN > Cn E > -L 0.0 CL CU 2- M N (ON T-1 W Xco 0 C00 N cuCUc:CUO6 _JaLO 1,T H Op ROBERT E. WILLI , JR. a 'A Lic. No. 025886 �c�- 07/10/16 JONAL DATE: JUNE, 2016 SCALE: 1"=30' DRAWING NAME: SITE PLAN z U z � Q 0-4 a U� O � O A Z U A zz zw �O >� M w U U 0 a SHEET 5 OF 18 FILE No. VA -AL -01 yCV ... f TM 80-21C _.... lel 80 -19 w.. " O �. �` JV/F' Harrod, William. Winston; r1%/I' Ragland, 1 ouis .A If r � ,' ' � w � Proctor DB 557-075 I HDPEF ?� �� ' D8 262 3 r Zoned: R,1 t E TPEW • C 0.87% a �� Use: Residential t, 4 14 \, Zoned: 1l _LLIJ Use: Vacant _., . �� .,r. .....,..... 30' WIDE R -O -W ' �' '' ASP+�A>= 4..Ep-1 — ....._- ....�� -...^ i ::, , EIEC- � DEDICATION in SHOULDER.rS i t r _ DRIVE -�� _- 10,233 S.F. OR 0.235 AG ., �� R1-1 SIG Ems~ r -- HEREBY — — — -' C4 DEDICATE[b > T' EP TO ALBEMARLE COUNTY! \ ch 5 _ ...._ _....------. — — — - C2 EX - .j_ - - - - COMM. ENTR N27°5f'S5' W 19 I A 7 MATCH EX _ _- -- - - F' CE k _.._ ... T ..� - —� : r --r e; �:Y� f .'w.:r,. : 0' fir`" gTAN _._ _._ _._ �- � I "�" �� ,r X SIGHT .....,. M z RE 4 4 .: ' 8a3rr 10 30 /; ' _� DISTANCE 390 It _._ 744 RT. I "J.._......... 14"\ j I HACKTOWN ROAD - X30 N: � 80 -, (30' PRESCRIPTIVE EASEMENT) 0' TO KESWIC TM 80-..20 AVP 18' ASPHALT PAVEMENT K ROgp y A, F Keswick Heal Estate LLC' Iv; F Flarrr}d., 1�'illia.�ri Kinston; POSTED SPEED= 35 MPH TM 80-211) Heirs of r/o Eleanor Proctor --_ - Z}B 418'9-5:34 1V;/ Johnson, Clarence E : Toned: K4 220 AADT BB 1192-462 Zoned �1 Use: Vacant Zoned: R.1 Use: Vac•tznt Use: Residential 50 25 0 50 100 150 TnTnll GRAPHICAL SCALE: 1 " = 50' ..........................................F ................................................:..........................................................................................................430........................................................................................................................................:.............................................I.....................................� ................�........ ....... ..... .......... ........... .? .................................. I zI €� ......,..,.,.................,....................,...... ...............€ ... 430 z < z < i E t 3.5' HGT` € { _ E € € E.e.............,................................E ........................................... 3g0. (TYP.) INTER' ECTION € € € E SIGHT DIST € f ANCC € I I { E .................................................................................................'................................................,..........,....................... .,................................................,.................................................,(j( .............k..,...................................,..............................,................,...,......., R { ........ i 420 I f 390' INTERSECTION SIGN, T DISTANCE ; S 420 3.5 HGT. I 3.5' HGT. f IF OBJECT t OF EYE (TYP.) f € 1 E € i 1< � E F .............. f �E ! F - ^ E E I I I PROPOSED GLADE ALONG LINE OF SIGHT € E € € I E i€ € !i EXI ING GRADE A O G LINE 0F E I HT 6T i f � E .........................- E �........._......_................................ .............4104106 i I f € Ld € € LO Li i i I I € E E F U i € t E LA..� . W f F L� € > i € i E mI E F ! S I m F 0 p € € 0 y € 0 € f k 0- E € E O £ f F E i < € 1 r i E f ......-..m......-........m................. ,........ .............................................................F i i ...-.-........................................................ _......................... E.... -.............................. .. �40012+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 2 0+00 E� 400 NOTES: 1. VDOT REQUIRES A MINIMUM 48 HOURS OF ADVANCE NOTIFICATION TO OBSERVE PROOF ROLLS OF THE SUBGRADE AND AGGREGATE BASE. 2. CONTRACTOR WILL BE REQUIRED TO SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO VDOT FOR REVIEW AND APPROVAL. 1.5" SM -9.5A 6" 21A SUBBASE SUBGRADE COMPACTED TO 959 DENSITY AT OPTIMUM MOISTURE CONTENT DRIVEWAY PAVEMENT SECTION NO SCALE Dc"mber 2000 R1.1 Page 2B-2 R1-3 ALL; LL WAY Page 2B-7 Table 2B-1. Reguletwy Sign Sizes (Sheet 1 of 4) R,-2 December 2000 11 8w MUTCD Code sssctlon �°� Egwftswgs Fr"Wrp Uk* wm Owrslmd Stop R1-1 28.04 730 x 750 900 x 900 — 800 x 800 1200 x 1200 r 11.32 r 0 r 10. 30 x M x 24058'47" x 24 48 x 481 41 P_2 CURVE TABLE Curve Radius Length Tangent Delta Chord Chord Bear. C1 2193.91' 126.33' 63.18' 3017'57" 126.32' S 29°35'53" E r 11.32 r 0 r 10. 5056'15" r 24058'47" E C3 2223.91' 120.01' 60.02' 3°05'31" 119.99' S 29°29'40" E C4 241.32' 31.60' 1 15.82' 7030'11" 31.58' S 24011'50" E AREA TABLE TM 80 PARCEL 21 300,706 S.F. 6.903 AC. HACKTOWN ROAD (RTE 744) R -O -W DEDICATION 10,233 S.F. 0.235 AC. NET SITE AREA= 290,473 S.F. 6.668 AC. (DEOTELiD iN FET IN TACK COAT THE PROPOSED_r//////NAp. CONSTRUCTION JOINT EXHSTRIG ASPHALT LAYERS _ PROPOSED ASPHALT LAYERS ---------------- EXISTING SUBBASEPROPOSED SUBBASE -------------------------- ---- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING wmAm AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 V/2 INCH THICK ASPHALT SURFACE COURSE MEE NOTE 3) MNNIMIUM t2 N=ICHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICIQESS OF EXISTING ASPHALT LAYERS AS DETERMINED I3Y CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENINC SHALL RAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2 SSUB.SURFACEDDR� OF THE PAVEMENT PROP�PAV�TTSHAL(L BE ADDRECEED SSED IN THE PA EPTHS PAID� OF THE LAYERS OF EXISTING PAVEMENT. 3. AMMiIJM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LIME TO DETERMINE THE TYPE AND THICIOESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MNr!181 DEPTH OF 1 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MMATC14 THE PROPOSED PAVEMENT WIDENING SWACE COURSE. UNLESS WAIVED BY ENGI EI:R. 5. THE ENGINEER MAY REQURE THE AILING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AHD EFFECTIVE SURFACE DRAINAGE. 8. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL. TRANSVERSE PAVEMENT TE -IN SHALL CONFORM TO THE REOUREAENn OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE -IN LOCATIONS SHALL BE TESTED USING A 1D FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REGUNtEAENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SFIEE I 1 OF, REVISION DI1TE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VRGM DEPARTMENT OF TRANSPORTATION 3,6 REVISIONS: - H T 0 L F ROBERT E. WILLI , JR. a -o LIC. No.0 25886 wQ:: i 0��, 07/10/16 s` 10NA L DATE: • NNE 2016 SCALE: 1"=50' DRAWING NAME: SDPP ra W U o U� a UOQ C/1 Z Z A� �Z Z 04 W U U � �w < Z� zZ 00w A V E:4 U 0 x a SHEET 6 OF 18 FILE No. VA -AL -01 - 0 1)).-t 0 Lo y "CO NN > Uca C V Q. CU M C N (0 N W co 0co C m N E c: cN JLID ^O V ILL - H T 0 L F ROBERT E. WILLI , JR. a -o LIC. No.0 25886 wQ:: i 0��, 07/10/16 s` 10NA L DATE: • NNE 2016 SCALE: 1"=50' DRAWING NAME: SDPP ra W U o U� a UOQ C/1 Z Z A� �Z Z 04 W U U � �w < Z� zZ 00w A V E:4 U 0 x a SHEET 6 OF 18 FILE No. VA -AL -01 E'x D/W CC NV OWN- ff 84 f' , \\ W 0 T41 79,41-18 N,'/F Dickason, b:uura C L f el -46B 7nrindt PA Use: Residenlial -YA -plo (P- / /I J / 7 . up X MIXF1l-HKkDW00D AND EVERGREEN STAND •11` I . \1 I'll APPROXIMATE LOCATION . ..... W/ LIGHT,'UNI)ER&RUSH TAl 80----21C WATER PROTECTION OVERLAY CARROLL CREEK TRIBUTARY fland. Louis A & Margaret A z------m--- DB gc Z Tilf 7 9A. 1 oned: RA Use: 1?esldential i ATl,,,"'F Hicks, Cecil C Jr or Anne J DB 674 450 6 Zoned: RA Use: I?es'dent 'al ... ... . .... Now= z . ......... 11E 3684-3V 10#3 ------- % 0 ... ....... WNW ...... .............. 0 ...... . ..... . .. . ........ ... w0wo + TAl 7 9A 1 16 A 06 womw• + S N11T" JC In.veQtnients LLC 0, - - ------- 6 "mom . . ........ . ................... . . vto. . ................... . "NN - ------ 691 DB 38 15 Vioi2 5 .. 7 .... .... Zoned: RA _A 2+• 00 Use: Vacant 604 ..... . ....... 4. 1008. TV 8a 2 I.B . . .. .................... 10 `� . ... . .... i. N or- L ev.a K SEDIMEN RAP\ iYj Anderson, L D 593 FOR DA To B 4603 0 A=1,09Vc . ... . .. . ...... . . ..... ..... WA� RA ....... . . ................ Zoned: RA 12 INV LF - 15" HDPE b'se: Re,'Q'dential @ 0.87% WATER TRUCK 14 USED FOR ... . . ... ....... x. -WATER ...... . . WASH ....... . ...... . . . ...... . .. .... ....... . ...... 16 0 00 �'`` 121 0 0 wwwwwww (p 7.kv\- INV CO x jW (0 7- ;A :;t �,A0 f n tom. ```' ` 0 0 C) 7 (P \` 4 7 AA 0 CO - I -V4 0 C:) 20 C/) ..... . .... ... ..... . ......... . .... . ..... ............ /nh,nQn7-i X�_ xwommor xj� )Q� X.� Y.Mmmur- Xdmmmmw- DB 11919------462 0 Z on e d: RA Use: 1?esidenllilal C2 0 3.0 115 0 3.0 6.0 90 GRAPHICAL SCALE: 1" = 30' I E"O' PRIVATE 0 S80025'05"W 346.74' SILT TRAP DESIGN EROSION AND SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE PROVIDED TEMPORARY GRAVEL D2 A, A2 CONSTRUCTION ENTRANCE 3.05 SF x_x_x SILT FENCE 3.09 DD 10 10 DIVERSION DIKE 3.13 ST 2,350 SEDIMENT TRAP 3.38 2,950 _ 4,990 TREE PROTECTION 'j - 0 u') LIMITS OF CLEARING & GRADING z OF 7W*, DRAINAGE DIVIDE CRITICAL SLOPES SHALL BE SEEDED, MULCHED AND TACKED WITHIN 15 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 15 DAYS AFTER START E'x D/W CC NV OWN- ff 84 f' , \\ W 0 T41 79,41-18 N,'/F Dickason, b:uura C L f el -46B 7nrindt PA Use: Residenlial -YA -plo (P- / /I J / 7 . up X MIXF1l-HKkDW00D AND EVERGREEN STAND •11` I . \1 I'll APPROXIMATE LOCATION . ..... W/ LIGHT,'UNI)ER&RUSH TAl 80----21C WATER PROTECTION OVERLAY CARROLL CREEK TRIBUTARY fland. Louis A & Margaret A z------m--- DB gc Z Tilf 7 9A. 1 oned: RA Use: 1?esldential i ATl,,,"'F Hicks, Cecil C Jr or Anne J DB 674 450 6 Zoned: RA Use: I?es'dent 'al ... ... . .... Now= z . ......... 11E 3684-3V 10#3 ------- % 0 ... ....... WNW ...... .............. 0 ...... . ..... . .. . ........ ... w0wo + TAl 7 9A 1 16 A 06 womw• + S N11T" JC In.veQtnients LLC 0, - - ------- 6 "mom . . ........ . ................... . . vto. . ................... . "NN - ------ 691 DB 38 15 Vioi2 5 .. 7 .... .... Zoned: RA _A 2+• 00 Use: Vacant 604 ..... . ....... 4. 1008. TV 8a 2 I.B . . .. .................... 10 `� . ... . .... i. N or- L ev.a K SEDIMEN RAP\ iYj Anderson, L D 593 FOR DA To B 4603 0 A=1,09Vc . ... . .. . ...... . . ..... ..... WA� RA ....... . . ................ Zoned: RA 12 INV LF - 15" HDPE b'se: Re,'Q'dential @ 0.87% WATER TRUCK 14 USED FOR ... . . ... ....... x. -WATER ...... . . WASH ....... . ...... . . . ...... . .. .... ....... . ...... 16 0 00 �'`` 121 0 0 wwwwwww (p 7.kv\- INV CO x jW (0 7- ;A :;t �,A0 f n tom. ```' ` 0 0 C) 7 (P \` 4 7 AA 0 CO - I -V4 0 C:) 20 C/) ..... . .... ... ..... . ......... . .... . ..... ............ /nh,nQn7-i X�_ xwommor xj� )Q� X.� Y.Mmmur- Xdmmmmw- DB 11919------462 0 Z on e d: RA Use: 1?esidenllilal C2 0 3.0 115 0 3.0 6.0 90 GRAPHICAL SCALE: 1" = 30' I E"O' PRIVATE 0 S80025'05"W 346.74' SILT TRAP DESIGN TRAP No. D.A. (Ac.) LENGTH (FT) DD HEIGHT (FT) STORAGE HEIGHT (FT) STORAGE AREA (SF) STORAGE VOLUME (CF) REQ'D PROVIDED D, D2 A, A2 cl) a) r ft— V, V2 TOTAL CL 1.09 6.6' 3.0 4.0 2.0 600 2,350 3,944 2,040 2,950 _ 4,990 THIS SHEET FOR EROSION CONTROL PURPOSES ONLY! -REVISIONS: "0 a) 4_0 T C U) E 0 C)) - vt 0 Lb rL V5 00 N N > a ca cl) a) r ft— > (D U) •C CL ` CL (1) Cc CY) 4_0 > 0 UJ 0 CO Cb -0 (n N E ccu: 0' c6N u F-4 'j - p4 u') z OF ROBERT E. WILLI JR. Lic. No. 025886 'A4 y 07110116 1.0NAL - DATE: JUNE, 2016 SCALE: 1 "=30' DRAWING NAME: ES PLAN z 1� a z U 0 z 0 U u F-4 UO Z p4 14 z Z A �% Q E� z U z z 0 z > P4 44 00 U aHu �11 0 SHEET 7 OF 18 FILE No. VA -AL -01 MOWN .00= i £ l f f i # • F f f f f £ i i N/F Dickason, Lau.m C EROSION AND SEDIMENT CONTROL LEGEND _.rt-' - f • i f r N0. KEY SYMBOL DESCRIPTION " w _............._ f -46B • �•. \ N t. , ' f •• { �+ f {+ � Zoned: L0')3.02 TEMPORARY GRAVEL GUse.- Pesidefrlc al CONSTRUCTION ENTRANCE 3.05 SF X X X SILT FENCE f 3.08 CIP ® CULVERT INLET PROTECTION 3 i' / ;• r i £ t ;r' tic phi 3.38 TP TREE PROTECTION 2 - ;F • p�J� !` Op C C . LIMITS OF CLEARING & GRADING µ C�� i� /up- �s / DRAINAGE DIVIDE l `+ CRITICAL SLOPES SHALL BE SEEDED, MULCHED AND TACKED WITHIN 15 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 15 DAYS AFTER START MIXE -HARDWOOD AND EVERGREEN STAND ` Wi LIGHN DE•RB�S H.----"". ". ...-- APPROXIMATE LOCATION T TIa - f, ; . CoQ �. r^ y �,• WATER PROTECTION OVERLAY �. Q ,+ CARROLL CREEK TRIBUTARY ` V///F Ragland, Louis A & Ma-rgaret A w .- TP ' D.B :. f ..... 0 Or 1Jic Zoned: RA1b Use: 1?e•sidentia•l i I � �� r 1f , A',/F Hicks, Cecil C Jr or Arne J a _. RB C 74 450 _ ....m...�. ............. r ' ` Zoned: Use: J?esidentla.l 1I T,/6f - _"...._.... ". w =no w �~- f f . _364.37 _730461031%F- ...... N =won b w Noon <r , r ; ..� ,w _.'� _ t woln C1 } :, ♦\ • SNE '+ �. 2 1 x � `l�F JC r vestment s LLC 3�/. ......................_I.B 3 15 107 S 01 R .... ..".._......_`\�.�`` i � � i �; Use: Vacant x J " ".. E IMEN RAP " "..., Andersc�rt:, I..,ev i+ r o'r' T,er�, x. ' " ". " I '� �16'C�'-593 FOR RA .,.., 1� w ................. 5"I " l.Tsc. e-idential WATER TRUCK NVA "14 " ZD F M , WASH Y�R. , .a ^ C)16 f O��O I (p -7. N CIP`co 7 LLJ ui O r7/ — O --62B , \X 0 �N ". ,... "., w yrs f� ' -------------- LO 1'V 80-21 � � S f Johnson, Clarence E� \Xadm� 5 DB 11919------462 Y. Zoned: RA Use: H c s ft, d e n. l rl a: l w ' -4 0 \ 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' .. E"O' PRIVATE_R/W ...... _. ......... ..._,.,.__............. S80025'05"W 346.74' THIS SHEET FOR EROSION CONTROL PURPOSES ONLY! REVISIONS: DATE: NNE, 2016 SCALE. 1"=30' DRAWING NAME: ES PLAN TCLOE . U-) 0 CL Cl) " N N > U o c>3 �C �z U .�.� Cn UOQ z >` • ^E0.0 3 LL7ii. �: L -Cc ^W' M O N CO N WOoT- cn-�mN o Cu 0 Cu z 1,TH OF ROBERT E. WILT , JR. a Lic. No. 025886 �o- 'A1 07/10/16 s`� X41' ONA L v DATE: NNE, 2016 SCALE. 1"=30' DRAWING NAME: ES PLAN SHEET 8 OF 18 FILE No. VA -AL -01 ►� o U � o �z U E--+ UOQ z A� W � �: Q O � o U� z Q 0 z 00w W U a� 0 a SHEET 8 OF 18 FILE No. VA -AL -01 PROJECT DESCRIPTION: THIS PROJECT PROPOSES THE CONSTRUCTION OF AN APPROXIMATELY 5,500 S.F. BUILDING WITH ASSOCIATED PARKING, LANDSCAPING, PRIVATE WELL AND SEPTIC DRAINFIELD. THE PROPERTY IS LOCATED AT 860 HACKTOWN ROAD AND CONSISTS OF 6.67 ACRES. A TOTAL OF 1.84 ACRES WILL BE DISTURBED DURING CONSTRUCTION. EXISTING SITE CONDITIONS: THE EXISTING SITE IS CURRENTLY VACANT AND MORE THAN HALF IS WOODED. A CLEARED AREA NEAR THE ROAD WAS ASSOCIATED WITH A SINGLE FAMILY DWELLING THAT HAS SINCE BEEN DEMOLISHED AND REMOVED. A MAJORITY OF THE SITE RUNOFF FLOWS TO THE SOUTHWEST. A SMALL PORTION OF THE SITE FLOWS EAST TO THE HACKTOWN ROAD RIGHT OF WAY AND NORTH TO AN ADJACENT PROPERTY. NO RPA OR SENSITIVE ENVIRONMENTAL AREAS ARE LOCATED ON THE PROPERTY. ADJACENT AREAS: THE SITE IS BOUNDED BY RESIDENTIAL PROPERTIES ON ALL SIDES. THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS ADJACENT TO THE PROPERTY. IF EROSION CONTROLS WERE NOT PROVIDED SEDIMENT LADEN WATER WOULD SHEET FLOW OFF ONTO ADJACENT PROPERTIES, AND THE EXISTING TREES WOULD RISK DAMAGE DUE TO THE CONSTRUCTION ACTIVITIES. OFF-SITE AREAS: NO OFF-SITE GRADING IS PROPOSED WITH THE PROPOSED ADDITION. NO BORROW SITES, WASTE OR SURPLUS AREAS ARE NECESSARY. SOILS: MAP SOIL SOIL HYDRIC HYMUDGIC NATURAL - KENTUCKY BLUEGRASS SYMBOL NAME SLOPE SOIL GROUP S❑IL GROUP DRAINAGE CLASS K -FACTOR 46B LIGNUM 2-7% NO D MODERATELY 0.49 150 LBS/ACRE SILT LOAM LIME AND FERTILIZER APPLICATION SPECS FOR TEMPORARY SEEDINGCn - KENTUCKY 31 TALL FESCUE 108 LBS/ACRE WELL DRAINED 2 LBS/ACRE 51 C MANTEO CHANNERY 7-15% NO D SOMEWHAT EXDERAAINEDLY 0.20 SEEDING DATES STATED BELOW: SILT LOAM ANNUAL RYE MAY 1ST THROUGH AUGUST 15 FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ANNUAL RYE 62B NASON 2-7% NO B WELL DRAINED 0.37 AND OR EQUIV. AND SHALL BE INCORPORATED INTO THE TOP 2-4 INCHES OF SOIL. SILT LOAM N TEMPORARY SEEDING APPLICATION SPECIFICATIONS E O o RATE PLANTING DATES SPECIES (LBS/ACRE) CRITICAL AREAS: THERE ARE NO CRITICAL AREAS ON THE PROPOSED PROPERTY THAT HAVE THE POTENTIAL FOR SERIOUS EROSION PROBLEMS, AND SILT FENCE AND TREE PROTECTION HAVE BEEN PROPOSED TO TEMPORARILY PROTECT THE SITE FROM EROSION UNTIL THE PERMANENT STABILIZATION OF THE SITE CAN BE ACHIEVED. ANY 3:1 SLOPES THAT ARE CREATED DURING CONSTRUCTION OR DENUDED DURING LAND DISTURBING ACTIVITIES ARE TO BE SEEDED, MULCHED, AND TACKED WITHIN 14 DAYS OF DISTURBANCE. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE APPROVED PLAN ARE TO BE LEFT IN PLACE UNTIL THE SITE IS ADEQUATELY STABILIZED IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. EROSION & SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES DEPICTED ON THE PHASE I AND PHASE II EROSION AND SEDIMENT CONTROL PLANS SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 CONSTRUCTION VEHICLES & EQUIPMENT INVOLVED IN EARTH MOVING OPERATIONS ARE TO BE CLEANED PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. WASH WATER WILL BE AVAILABLE ON-SITE. 2. SILT FENCE - 3.05 SILT FENCE SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN TO FILTER SEDIMENT LADEN RUNOFF FROM AREAS OF SHEET FLOW. 3. CULVERT INLET PROTECTION - 3.08 ALL STORM DRAIN CULVERT INLETS SHALL BE PROTECTED DURING CONSTRUCTION. 4. TEMPORARY DIVERSION DIKE - 3.09 TEMPORARY DIVERSION DIKES SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN TO DIRECT NON -SEDIMENT LADEN RUNOFF FROM AREAS OF DISTURBANCE. 5. TEMPORARY SEDIMENT TRAP - 3.13 A SEDIMENT TRAP SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN TO TEMPORARILY IMPOUND SEDIMENT LADEN RUNOFF FROM CONSTRUCTION ACTIVITIES PRIOR TO DISCHARGING IT DOWNSTREAM. 6. TREE PROTECTION - 3.38 TREE PROTECTION IS TO BE INSTALLED AS SHOWN ON THE PLAN, AND IS NOT TO BE REMOVED UNTIL ALL CONSTRUCTION ACTIVITIES HAVE CEASED AND APPROVAL GIVEN BY THE INSPECTOR. SEQUENCE OF CONSTRUCTION PHASE I 1. THE CONTRACTOR SHALL INSTALL PHASE I CONTROLS. AFTER THE PHASE I CONTROLS HAVE BEEN INSTALLED, STABILIZED AND APPROVED BY THE INSPECTOR'S OFFICE, THE CONTRACTOR MAY PROCEED WITH THE REMAINING SITE OPERATIONS. 2. PHASE I OPERATIONS ARE TO CONTROL EROSION AND SILTATION ASSOCIATED WITH INITIAL CLEARING AND GRADING OPERATIONS. PHASE I CONTROLS SHALL BE ESTABLISHED IN A TWO (2) STEP PROCESS: 3. STEP -1: A) ATTEND PRE -CONSTRUCTION MEETING WITH THE INSPECTOR PRIOR TO STARTING ANY LAND DISTURBING ACTIVITIES. B) THE PROPOSED SITE ENTRANCE WILL BE USED FOR THE CONSTRUCTION ENTRANCE BUT PROTECTED STAGING AND EQUIPMENT PARKING AREAS SHALL BE ESTABLISHED. ACCESS TO THE EXISTING PRIVATE RESIDENTIAL DRIVEWAY IS PROHIBITED. C) CLEAR AREAS NECESSARY FOR THE INSTALLATION OF PHASE I PERIMETER CONTROLS. D) INSTALL ALL MECHANICAL CONTROLS (SILT FENCING (SF), DIVERSION DIKE (DD), TREE PROTECTION (TP), ETC.) AS SHOWN WITHIN THE PHASE I PLAN. E) OBTAIN INSPECTOR'S APPROVAL ON PERMIT FOR SATISFACTORY COMPLETION OF PHASE I WORK PRIOR TO PROCEEDING WITH REMAINING SITE CLEARING. 4. STEP -2: A) COMPLETE THE INSTALLATION OF ALL REMAINING STAGE I EROSION AND SEDIMENT CONTROLS, AND BRING THE SITE TO APPROXIMATE GRADE. PHASE II 5. THE PHASE II SEDIMENT CONTROL MEASURES ARE INTENDED TO PROVIDE CONTROL DURING THE DEVELOPMENT OF THE SITE. STAGE I CONTROL MEASURES, WHICH ARE NOT IN CONFLICT WITH FINAL CONSTRUCTION AND PROVIDE EFFECTIVE CONTROL, MAY REMAIN IN PLACE FOR FINAL DEVELOPMENT. 6. THE CONTRACTOR SHALL FOLLOW THE INSPECTOR'S DIRECTION IN PROVIDING ADDITIONAL CONTROL MEASURES NEEDED DURING THE DEVELOPMENT PROCESS, TO ENSURE THAT SEDIMENT IS PREVENTED FROM POLLUTING OFF-SITE AREAS AND/OR PROTECTED ON-SITE AREAS. 7. CONSTRUCT FINAL PAVEMENTS AND PERMANENTLY STABILIZE SITE WITH PLANTING AND SEEDING IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 8. CONSTRUCTION OF ANY SWM/BMP FACILITY IS NOT TO BE PERFORMED UNTIL AFTER THE ENTIRE SITE HAS BEEN CONSTRUCTED AND STABILIZED. CONSTRUCTING THE BMP'S PRIOR TO SITE STABILIZATION CAN CAUSE THEM TO SILT UP AND BECOME INEFFECTIVE. 9. OBTAIN INSPECTOR'S APPROVAL PRIOR TO THE REMOVAL OF MECHANICAL SEDIMENT CONTROLS. 10. THE TREE PROTECTION DEVICES WILL BE REMOVED ONCE THE CONSTRUCTION ACTIVITIES HAVE CEASED AND WITH THE APPROVAL OF THE INSPECTOR. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. & SPEC 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. MAINTENANCE ALL MEASURES ARE TO BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. INLET PROTECTION DEVICES, SEDIMENT TRAPS AND SEDIMENT BASINS (IF APPLICABLE) SHALL BE CLEANED WHEN SEDIMENT REACHES THE 50% VOLUME LEVEL, WITH THE EXCAVATED MATERIAL DISPOSED OF BY SPREADING OVER THE SITE. GENERAL LAND CONSERVATION NOTES: 1. NO DISTURBED AREA WHICH IS NOT ACTIVELY BEING WORKED SHALL REMAIN DENUDED FOR MORE THAN 14 CALENDAR DAYS. 2. ALL E&S CONTROL MEASURES APPROVED WITH THE PHASE I E&S CONTROL PLAN SHALL BE PLACED AS THE FIRST STEP IN GRADING. 3. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. NO MORE THAN 500' SHALL BE OPEN AT ANY ONE TIME. 4. ELECTRIC POWER, TELEPHONE, AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 5. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SEDIMENT CONTROL DAMS SHALL BE SEEDED AND MULCHED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER COMPLETION OF GRADING. STRAW OR HAY MULCH IS REQUIRED. ALL SOIL STOCKPILES SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER GRADING. 6. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY SEDIMENT TRAPS, MAINTAINED AND MODIFIED DURING CONSTRUCTION PROCESS AS REQUIRED. 7. ANY DISTURBED AREA NOT COVERED BY NOTE 1 AND NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER 1, OR DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH HAY OR STRAW MULCH AT THE RATE OF 2 TONS PER ACRE AND OVERSEEDED BY APRIL 15. 8. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED. EROSION AND SEDIMENT CONTROL NOTES: 1. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED BY SILT FENCE AND SHALL BE PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. 2. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN 5 DAYS OF COMPLETION OF GRADING. 3. ALL SILTATION AND EROSION MEASURES SHALL BE INSTALLED PRIOR TO GRADING AND CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL AUTHORIZED BY THE COUNTY INSPECTOR. 4. DEVICES SHOWN HEREON ARE TO BE CONSIDERED MINIMUM EROSION AND SILTATION CONTROLS. ADDITIONAL CONTROLS MAY BE NECESSARY DUE TO UNANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE CONTROLS IN ADDITION TO THOSE SHOWN, AS NECESSARY, IN ORDER TO CONTROL EROSION AND SILTATION. 5. CONSTRUCTION TRUCK TIRES SHALL BE WASHED BEFORE ENTERING PUBLIC ROADS. 6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (AS SUPPLEMENTED BY ALBEMARLE COUNTY.) 7. NO MORE THAN 50% OF THE SITE SHALL BE DENUDED AT ANY ONE TIME. 8. APPLY PERMANENT VEGETATION (SODDING AND SEEDING) WITH SOIL PREPARATION. AMENDMENTS AND SEED MIXTURE APPROPRIATE TO THE TIME OF YEAR IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS AS DEPICTED IN SECTION 3.32 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (1992). 9. ALL FILLS ARE TO BE LEFT WITH A LIP AT THE TOP OF THE SLOPE AT THE END OF EACH DAY'S OPERATION. 10. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN 5 DAYS OF COMPLETION OF GRADING. 11. THE CONTRACTOR IS TO PROVIDE ADEQUATE MEANS OF ALLAYING DUST AS NECESSARY BY APPLYING EITHER MOISTURE, CALCIUM CHLORIDE BOTH MATERIALS OR OTHER NECESSARY MEANS TO PROTECT ADJACENT PROPERTIES AND PUBLIC STREETS. ALL WORK IS TO COMPLY WITH AIR POLLUTION CONTROL POLICIES OF ALBEMARLE COUNTY. 12. PROTECTION ON CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED, AND TACKED IMMEDIATELY AFTER FINAL GRADING; OR WITHIN 15 DAYS AFTER START OF GRADING; OR SODDED AND PEGGED WITHIN 15 DAYS AFTER START. 13. TREES TO BE SAVED ARE TO BE PROTECTED FROM EQUIPMENT. PROTECTION IS TO BE LOCATED AT THE DRIP LINE OF TREES (ALONG THE LIMITS OF DISTURBANCE). MINIMUM STANDARDS #1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. RESPONSE: NOTE TO CONTRACTOR. #2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. RESPONSE: NOTE TO CONTRACTOR. #3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABLIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT EROSION. RESPONSE: NOTE TO CONTRACTOR. #4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. RESPONSE: NOTE TO CONTRACTOR. #5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. RESPONSE: NOTE TO CONTRACTOR. #6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. RESPONSE. THE PROPOSED SEDIMENT TRAP HAS BEEN DESIGNED BASED UPON THE TOTAL DRAINAGE AREA SERVED. #7: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. RESPONSE: NOTE TO CONTRACTOR. #8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. RESPONSE: NOTE TO CONTRACTOR. #9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. RESPONSE: NOTE TO CONTRACTOR. #10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER CANNOT ENTER THE CONVEYANCE WITHOUT FIRST BEING FILTERED OR TREATED TO REMOVE SEDIMENT. RESPONSE: NOTE TO CONTRACTOR. #11. ADEQUATE OUTLET PROTECTION AND TEMPORARY OR PERMANENT LINING SHALL BE INSTALLED IN BOTH CONVEYANCE CHANNEL AND RECEIVING CHANNEL BEFORE BEING MADE OPERATIONAL. RESPONSE: NOTE TO CONTRACTOR. #12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHERN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. RESPONSE: MS -12 IS NOT APPLICABLE TO THIS SITE. THERE ARE NO LIVE WATERCOURSES WITHIN THE PROJECT LIMITS. #13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. RESPONSE: MS -13 IS NOT APPLICABLE TO THIS SITE. THERE ARE NO LIVE WATERCOURSES WITHIN THE PROJECT. #14: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. RESPONSE: MS -14 IS NOT APPLICABLE TO THIS SITE. THERE ARE NO LIVE WATERCOURSES WITHIN THE PROJECT. #15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. RESPONSE: MS -15 IS NOT APPLICABLE TO THIS SITE. THERE ARE NO LIVE WATERCOURSES WITHIN THE PROJECT. #16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: - NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. - EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. - EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTIES. - MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. - RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. - ALL WORK SHALL COMPLY WITH APPLICABLE SAFETY REGULATIONS. RESPONSE: NOTE TO CONTRACTOR. #17: PROVISIONS SHALL BE MADE, THROUGH THE USE OF THE CONSTRUCTION ENTRANCE AND WASH RACK, TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED PUBIC OR PRIVATE STREET SURFACE. THE ROAD SURFACE SHALL BE THOROUGHLY CLEANED AT THE END OF EACH DAY WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. RESPONSE: NOTE TO CONTRACTOR. #18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION AND AFTER RECEIVING PERMISSION FROM THE COUNTY INSPECTOR. RESPONSE: NOTE TO CONTRACTOR. #19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION. RESPONSE: SEE ADEQUATE OUTFALL NARRATIVE. REVISIONS: LIME AND FERTILIZER APPLICATION SPECS. LIME: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE FERTILIZER: MIXED GRASSES & LEGUMES 1000 LBS/ACRE 10-20-10 OR EQUIV. LEGUME STANDS ONLY 1000 LBS/ACRE 5-20-10 (23 LBS/ACRE) GRASS STANDS ONLY 1000 LBS/ACRE 10-20-10 OR EQUIV. SEEDING MIXTURES FOR PIEDMONT AREA MINIMUM CARE LAWN - COMMERCIAL OR RESIDENTIAL 175-200 LBS/.ACRE - KENTUCKY 31 OR TURF -TYPE TALL FESCUE 95-100% - IMPROVED PERENNIAL RYEGRASS 0-5% - KENTUCKY BLUEGRASS 0-5% HIGH MAINTENANCE LAWN 200-250 LBS/ACRE - KENTUCKY 31 OR TURF -TYPE TALL FESCUE 100% GENERAL SLOPE (3:1 OR LESS) O -a)� - KENTUCKY 31 TALL FESCUE 128 LBS/ACRE - RED TOP GRASS 2 LBS/ACRE - SEASONAL NURSE CROP* 20 LBS/ACRE 150 LBS/ACRE LOW MAINTENANCE SLOPE (STEEPER THAN 3:1) LIME AND FERTILIZER APPLICATION SPECS FOR TEMPORARY SEEDINGCn - KENTUCKY 31 TALL FESCUE 108 LBS/ACRE - RED TOP GRASS 2 LBS/ACRE - SEASONAL NURSE CROP * 20 LBS/ACRE - CROWNVETCH ** 20 LBS/ACRE PH TEST OF AG. LIMESTONE 150 LBS/ACRE * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES STATED BELOW: FEBRUARY 16TH THROUGH APRIL ANNUAL RYE MAY 1ST THROUGH AUGUST 15 FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH WINTER RYE PROjI<x.:I' NAME CANAAN CHRISTIAN CHURCH PI..(:)€(,.CI• . DISTRlC _ RIVAN,NA M 'rAX WujAND PAR EL f)WItiEW EVILOI'MPERMITfEE ANAAN CHRISTIAN CHURCH PH(,)NE ( 434,)295-5050...__. AI: va,ss 3045 IVY ROAD CHARLOTTESVILLE VIRGINIA 22974 RkSM tiSIBLJE: LAND DISTURBER R INPOR2 MA.TI©.l CLATIF tCZ4, 11 r LICE N'S:'E t-tOLMER NX- ME ROBERT WILLIAMS PxCJNT (540 )226-1203 ADDRESs: 32 ARROWHEAD DRIVE SUITE 101 BOX 67 RUBY VIRGINIA 22545 TYPE. OF CERTIFICATE PRF 1QNAL EN GINEER 06/m F1CXrE;`1,R A-191: APPLICAK r.,,AaEr- r siGm.kTuR-u. I ��LLLL_DATL 640.Z16 THIS SHEET FOR EROSION/SEDIMENT CONTROL ONLY! Erosion and Sediment Control Escrow DATE: NNE, 2016 SCALE: N/A PROJECT NAND'. Canaan Christian Church DRAWING NAME: NAME.- ....... ES NOTES DATE: June 24, 2016: Description Quantity Unit Unit Price Cost Construction Entrance 1 EA $1,000.00 $1,000.00 Silt Fence 1020 LF $8.00 $8,160.00 Tree Protection 850 L $3.00 $2,550.00 Temporary Diversion Dike 530 LF $6.00 $3,180.00 H U Temporary Sit Trap 1 EA $1,000.00 $1,000.00 0 a/ HDPE Culvert (15'): 46 LF $40.00 $1,840.00 Z Q Culvert Inlet Protection 1 EA $150.00 $150.00 ►� � U � Tvial=17 880.00 , Z A� 125% of Total Cost- $22,350.00 U w ,..., E..., o WETLANDS STATEMENT A �/ , J V I HEREBY CERTIFY THAT ALL WETLANDS PERMITS REQUIRED BY LAW Q U WILL BE OBTAINED PRIOR TO COMMENCING LAND DISTURBING Z Z w ACTIVITIES. z SIGNATURE:P*Wb, Z FOR OWNER Z 00 OWNER/DEVELOPER: O ROBERT WILLIAMS ENGINEER NAME TITLE W U H U a SHEET 9 OF 18 FILE No. VA -AL -01 ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA. (MAY THROUGH 0) SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST u7 E 0 BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR O -a)� LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE. IN MIXES. N O LIME AND FERTILIZER APPLICATION SPECS FOR TEMPORARY SEEDINGCn - •� REC. APPLICATION (1) 3 PH TEST OF AG. LIMESTONE Cn .CL BELOW 4.2 3 TONS PER ACRE 0 cu 4.2 TO 5.2 2 TONS PER ACRE N CD> ch 5.2 TO 6 1 TON PER ACRE ti p N CD N FERTILIZER SHALL BE APPLIED @ 600 LBS/ACRE OF 10-20-10 (14 LBS/1000SF) W Q _ 0 to AND OR EQUIV. AND SHALL BE INCORPORATED INTO THE TOP 2-4 INCHES OF SOIL. .� N TEMPORARY SEEDING APPLICATION SPECIFICATIONS E O o RATE PLANTING DATES SPECIES (LBS/ACRE) Cu -J CLLO SEPT. 1 - FEB. 15 50/50 MIX OF 50-100 ANNUAL RYEGRASS & CEREAL (WINTER) RYEGRASS FEB. 16 - APR 30 ANNUAL RYEGRASS 60-100 1,T H op MAY 1 - AUG 31 GERMAN MILLET 50 r' NOTE: ROBERT E. WILLI , JR. a SOILS TESTS ARE REQUIRED TO DETERMINE THE EXACT FERTILIZER AND LIME REQUIREMENTS. Lic. No. 025886 0;4 07/10/1 s`r10NAL �� , s `41 Vi PROjI<x.:I' NAME CANAAN CHRISTIAN CHURCH PI..(:)€(,.CI• . DISTRlC _ RIVAN,NA M 'rAX WujAND PAR EL f)WItiEW EVILOI'MPERMITfEE ANAAN CHRISTIAN CHURCH PH(,)NE ( 434,)295-5050...__. AI: va,ss 3045 IVY ROAD CHARLOTTESVILLE VIRGINIA 22974 RkSM tiSIBLJE: LAND DISTURBER R INPOR2 MA.TI©.l CLATIF tCZ4, 11 r LICE N'S:'E t-tOLMER NX- ME ROBERT WILLIAMS PxCJNT (540 )226-1203 ADDRESs: 32 ARROWHEAD DRIVE SUITE 101 BOX 67 RUBY VIRGINIA 22545 TYPE. OF CERTIFICATE PRF 1QNAL EN GINEER 06/m F1CXrE;`1,R A-191: APPLICAK r.,,AaEr- r siGm.kTuR-u. I ��LLLL_DATL 640.Z16 THIS SHEET FOR EROSION/SEDIMENT CONTROL ONLY! Erosion and Sediment Control Escrow DATE: NNE, 2016 SCALE: N/A PROJECT NAND'. Canaan Christian Church DRAWING NAME: NAME.- ....... ES NOTES DATE: June 24, 2016: Description Quantity Unit Unit Price Cost Construction Entrance 1 EA $1,000.00 $1,000.00 Silt Fence 1020 LF $8.00 $8,160.00 Tree Protection 850 L $3.00 $2,550.00 Temporary Diversion Dike 530 LF $6.00 $3,180.00 H U Temporary Sit Trap 1 EA $1,000.00 $1,000.00 0 a/ HDPE Culvert (15'): 46 LF $40.00 $1,840.00 Z Q Culvert Inlet Protection 1 EA $150.00 $150.00 ►� � U � Tvial=17 880.00 , Z A� 125% of Total Cost- $22,350.00 U w ,..., E..., o WETLANDS STATEMENT A �/ , J V I HEREBY CERTIFY THAT ALL WETLANDS PERMITS REQUIRED BY LAW Q U WILL BE OBTAINED PRIOR TO COMMENCING LAND DISTURBING Z Z w ACTIVITIES. z SIGNATURE:P*Wb, Z FOR OWNER Z 00 OWNER/DEVELOPER: O ROBERT WILLIAMS ENGINEER NAME TITLE W U H U a SHEET 9 OF 18 FILE No. VA -AL -01 TEMPORARY SEDIMENT TRAP 1.5' t' VRRIABLE� 3 2.5' _. ORIMAI. CROUND ELEV. • SEE PLACE 3.13-1 ELEV= 108.5 67 CU. YD./ACRE 1 ELEV= 109.5 1.0' VAEtUtI•)LE ELEV= 106.5 67 CU. YD./ACRE av MAX.(EXCAVATED) 1 FILTER CLOTH CaRIGiNAi COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET cuss I RIPW , LENGTH (IN FEET) = 6.6 8 X DRAINAGE AREA (IN AC.) DIVERSON % CAKE COARSE AODRECRTE EXCAVATED ~�"' FILTER CLOTH �,,,..•�*""'"""� AREA COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 CUTLET (PERSPECTIVE VIEW) FENC'J NC AND A RMORIN SPS FENCE i` R FENCE G as a�t�Lx"ir«c«�T* ra'.T ippr7" l�'�(�CORD FEKE ♦ * , f M a T s *aa�*"* e�w' '4 r;T ti •x x 4 aa♦ w. r.r a *»* . CORRECTMETHODS � CORRECT TRUNK ARMORING so 00 TRIANGULAR BOARD FENCE CONSTRUCTION UCTIO OF A SILT FENCE WITHOUT WIRE SUPPORT) 1. SVr THE STAnS. S» EXCAVATE A jCX iC TRENCH UPSLOPE ALONG THE UNE OF STASES, �� ,.•mow» ,,,+""` �� .a• AF,OI 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. s SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) Y f POINTS A SHOULD HE HIGHER THAN POINT H. D RAINAGE AY INSTALLATION (FRONT ELEVATION) ..... TEMPORARY DIVERSION DIKE 18" minx 4Z' min. Compacted Sail — 1QW STON C ST U GRUIM a 70* "IN, TION ENTRANCE iXC�TIN�i � PAV�aur t ti� CL TSI- KMcAID.E O SIDE ELEVATION 70' W.q- WASt1I`?ACK { r (OPTi=SAL.) v 1P 0' P0$t'tjVt BlBtMRAGE +CIS RSE tAti GATE TSD 5E]ST t T R TItA"FING DE VICE r DUST EXTEND FULL WDTH Or INGRESS AMD EGRESS + OPEIRATIO-N PLAN VIEW 12' gel. k_.... SECTION —° A XL1NP UFa;L1J LLMUNLIL yncx�aae c SECTION-- 8--B THIS SHEET FOR EROSION/SEDIMENT CONTROL ONLY! SR T FENCE CU. ► VER T NLE T PROTECTION INDWAL.L --�_-gym L-1- --T-j i TOE (NF I , . __ CULVERT SILT FEWX 9 LFL" rM or FAL IS TOWARD EIARAN"'C OPTIONAL STONE COMBINATION 'w vOT 03, jj57 OR #5 COARK AGW6TE TO 95`11AE. 6V FEN . IN R M " HIGH VELOCM OF FLCW IS EXPECTED I AIPPAP REVISIONS: 4�- T H OF f r ROBERT E. WILLI , JR. a Lic. '7;1 o. 025886 �� 07/ 10/ 16 0.r ONAL DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: ES NOTES U w �Q ° p z A> U �� z F.., �o A �U� Z �� w �O >Z p4� 0 400 o � w U H U O a SHEET 10 OF 18 FILE No. VA -AL -01 +-+ T p , �� o U cn L- Q) N > c: :M U C CA a).— E > •An Q 3 >� � O cu M W CD 0CD in - m cq cO6 N _Jam 4�- T H OF f r ROBERT E. WILLI , JR. a Lic. '7;1 o. 025886 �� 07/ 10/ 16 0.r ONAL DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: ES NOTES U w �Q ° p z A> U �� z F.., �o A �U� Z �� w �O >Z p4� 0 400 o � w U H U O a SHEET 10 OF 18 FILE No. VA -AL -01 LEGEND DENOTES PARKING PLANTING AREAS PROPOSED DECIDUOUS TREE LOCATION PROPOSED EVERGREEN DELINEATES L/M/73 OF DISTURBANCE TREE LOCATION PROPOSED SHRUB LOCATION ' RBW0NE EXISTING TREE LANDSN�|�� y�U|��&��hJT�^ CAPE /^�_��./v�_nnun/~�. 1. STREET TREE PLANTING REQUIRED ALONG RIGHT-OF-WAY [PER 18-32.7.9.5] (1) LARGE TREE PER 50 L.F. OR /1\ MEDIUM TREE PER 40 L.F. OF FRONTAGE /1\ SHRUB PER 5 L.F. OF FRONTAGE 3. REQUIRED PARKING LOT LANDSCAPING: A. 5% OF PAVED PARKING AREA AND VEHICULAR ACCESS [PER 18-32.7.9.0] B. A MIXTURE OF SHADE TREES AND SHRUBS C. /1\ LARGE OR MEDIUM SHADE TREE PER 10 SPACES [PER 18-32.7.9.5] 3. COMMERCIAL AND INDUSTRIAL USES SHALL BE SCREENED FROM ADJACENT RURAL AREAS ZONING DISTRICT [PER 18-32.7.9.7/o\/1\l 4. PARKING AREAS WITH 4 OR MORE SPACES MUST BE SCREENED FROM RESIDENTIAL AND RURAL AREAS DISTRICTS ER 18-32.7.9.7/d\l 5. NEGATIVE VISUAL IMPACTS SHALL BE SCREENED FROM ADJACENT RESIDENTIAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS 18-32.7.9.7(a)(3)] 5. A 10% MINIMUM TREE CANOPY COVERAGE IS REQUIRED FOR SITES DEVELOPED WITH COMMERCIAL OR INDUSTRIAL USES. [PER 18-32.7.9.8/o\/1\l COMMERCIAL USE SCREENING (NORTH) 1) USE OF PROPOSED DEVELOPMENT: CHURCH 2) ZONE OF ADJOINING PROPERTY: RA 3) MINIMUM WIDTH OF PLANTING STRIP: 20 FT 4) PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS) 5) LENGTH OF PLANTING STRIP: 310 L.F. 6) LENGTH OF PLANTING STRIP OCCUPIED BY EX. WOODLAND: 75 L.F. 7) 6 FT FENCE OR WALL EMPLOYED IN PLANTING STRIP: X YES NO 8) TOTAL NUMBER OF PLANTINGS REQUIRED: COMMERCIAL USE SCREENING (WEST) 1) USE OF PROPOSED DEVELOPMENT: CHURCH 2) ZONE OF ADJOINING PROPERTY: RA 3) MINIMUM WIDTH OF PLANTING STRIP: 20 FT 4) PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS) 5) LENGTH OF PLANTING STRIP: 213 L.F. 6) LENGTH OF PLANTING STRIP OCCUPIED BY EX. WOODLAND: 213 L.F. 7) 6 FT FENCE OR WALL EMPLOYED IN PLANTING STRIP: YES X NO 8) TOTAL NUMBER OF PLANTINGS REQUIRED: COMMERCIAL USE SCREENING (SOUTH) 1) USE OF PROPOSED DEVELOPMENT: CHURCH 2) ZONE OF ADJOINING PROPERTY: RA 3) MINIMUM WIDTH OF PLANTING STRIP: 20 FT 4) PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS) 5) LENGTH OF PLANTING STRIP: 312 L.F. 6) LENGTH OF PLANTING STRIP OCCUPIED BY EX. WOODLAND: 304 L.F. 7) 6 FT FENCE OR WALL EMPLOYED IN PLANTING STRIP: YES X NO 8) TOTAL NUMBER OF PLANTINGS REQUIRED: LANDS��|M�� &J�T��^ CAPE /�v�/�_.�. 1. STREET TREES AND SHRUBS LARGE SHADE TREES SHALL BE 1-1/2 TO 1-3/4 INCHES MIN CALIPER. MEDIUM SHADE TREES SHALL BE 1 TO 1-1/4 INCH MIN CALIPER. SHRUBS SHALL BE 13 INCHES MIN HEIGHT. 2. ON-SITE PLANTINGS LARGE SHADE TREES SHALL BE 1-1/2 TO 1-3/4 INCHES MIN CALIPER. MEDIUM SHADE TREES SHALL BE 1 TO 1-1/4 INCH MIN CALIPER. EVERGREEN TREES SHALL BE 4 FEET MIN HEIGHT. SHRUBS SHALL BE 18 INCHES MIN HEIGHT. J. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 4. ALL SHADE TREES SHALL BE LIMBED TO 8 FEET ABOVE PROPOSED GRADE. LANDSN�|�� T�� T��U��|�� CAPE /'^�-�- v^��_/v /��rv/.��/n TOTAL GROSS SITE AREA= 300.705 5F PROPOSED R -O -W DEDICATION= -10,233 S NET LOT AREA= 290.473 SF LANDSCAPING REQUIRED= /0.10\/200,473 SF\= STREET TREE PLANTINGS COMMERCIAL USE SCREENING PLANTINGS 1OYRCANOPY 7R� 1PINUS STROBUS I EASTERN WHITE PINE 34 18" - L4 i B&B 79 SF BURFORD HOLLY TREE COVER TO REMAIN= 196.340 SF PROPOSED LANDSCAPE ELEMENTS: ILEX GLABRA "COMPACTA"/ 58 12" 12" B&B PROPOSED NEW PLANTINGS= 5,599 SF TOTAL PROVIDED= 1251,024 S F] COMMERCIAL USE SCREENING PLANTINGS 1OYRCANOPY 7R� 1PINUS STROBUS I EASTERN WHITE PINE 34 18" - L4 i B&B 79 SF PARKING LOT LANDSCAPING PLANTINGS 1OYRCANOPY PARKING LOT PLANTING AREA PROVIDED= 1,72OSF PARKING LOT SCREENING PLANTINGS 10 YR CANOPY ADDITIONAL PLANTINGS 10 YR CANOPY ILEX COMUTA"BURFORD11" 1 40 18" 1811 B&B 79 SF BURFORD HOLLY TREE COVER TO REMAIN= 196.340 SF PROPOSED LANDSCAPE ELEMENTS: ADDITIONAL PLANTINGS 10 YR CANOPY PARKING LOT SCREENING EAST WIDTH OF PARKING LOT LANDSCAPE (LS) STRIP: 20 L.F. LENGTH OF PARKING LOT LANDSCAPE (LS) STRIP: 192 L.F. LENGTH OF LS STRIP OCCUPIED BY EX. WOODLAND: 0 L.F. PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS) OR 1 EVERGREEN SHRUB/10 L.F. (2 ROWS) TOTAL NUMBER OF PLANTINGS REQUIRED: PARKING LOT LANDSCAPING NUMBER OF PARKING SPACES: 50 SPACES PARKING AND VEHICULAR ACCESS AREA: 18,210 SIT PARKING LANDSCAPE AREA REQUIRED: 5% OF PARKING AREA= 0.05(18,210 SF)= 911 SF PLANTING RATE REQUIRED: 1 LARGE/MEDIUM SHADE TREE/10 SPACES MIXTURE OF TREES AND SHRUBS TOTAL NUMBER OF PLANTINGS REQUIRED: STREET TREES 1) USE OF PROPOSED DEVELOPMENT: CHURCH 2) PLANTING RATE REQ'D: 1 TREE PER 50 L.F. (LARGE) 1 TREE PER 40 L.F. (MEDIUM) 1 SHRUB PER 5 L.F. 4) TOTAL NUMBER OF PLANTINGS REQUIRED: 30 15 0 JO 60 90 GRAPHICAL SCALE: 1^ = 30' EXISTING LANDSCAPE ELEMENTS: EXISTING PINUS STROBLIS I EASTERN WHITE PINE 24 SF 4' B&B 79 SF PARKING LOT SCREENING EAST WIDTH OF PARKING LOT LANDSCAPE (LS) STRIP: 20 L.F. LENGTH OF PARKING LOT LANDSCAPE (LS) STRIP: 192 L.F. LENGTH OF LS STRIP OCCUPIED BY EX. WOODLAND: 0 L.F. PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS) OR 1 EVERGREEN SHRUB/10 L.F. (2 ROWS) TOTAL NUMBER OF PLANTINGS REQUIRED: PARKING LOT LANDSCAPING NUMBER OF PARKING SPACES: 50 SPACES PARKING AND VEHICULAR ACCESS AREA: 18,210 SIT PARKING LANDSCAPE AREA REQUIRED: 5% OF PARKING AREA= 0.05(18,210 SF)= 911 SF PLANTING RATE REQUIRED: 1 LARGE/MEDIUM SHADE TREE/10 SPACES MIXTURE OF TREES AND SHRUBS TOTAL NUMBER OF PLANTINGS REQUIRED: STREET TREES 1) USE OF PROPOSED DEVELOPMENT: CHURCH 2) PLANTING RATE REQ'D: 1 TREE PER 50 L.F. (LARGE) 1 TREE PER 40 L.F. (MEDIUM) 1 SHRUB PER 5 L.F. 4) TOTAL NUMBER OF PLANTINGS REQUIRED: 30 15 0 JO 60 90 GRAPHICAL SCALE: 1^ = 30' EXISTING LANDSCAPE ELEMENTS: EXISTING TREE COVER= 218'940 SF EXISTING TREE COVER TO BE REMOVED= EXISTING TREE COVER TO REMAIN= 196.340 SF PROPOSED LANDSCAPE ELEMENTS: EXISTING TREE COVER TO REMAIN= (180,J4O)(1.25)= 245.425 SF PROPOSED NEW PLANTINGS= 5,599 SF TOTAL PROVIDED= 1251,024 S F] LIN. 1A x/. lei � \ \ \ C> \ 2c ' \ Y` ago lo3llE 364 air N7304 .. 100 woo FFER: Own Z low AS t A AREA=80,10 SF OR t84 AC 00000 40 Al. Ar cp 1-00 (1) 7. (p ;r7 0 7-0 ns � VI | | ||, T- -�- �-- |� -4 \ ) \ | | | | --_. ---- HVAC TYP x_____x- x____X____-X____x � / ��0�&��"� �� ' ~ .�� n�.x~� THIS SHEET FOR LANDSCAPE PURPOSES ONLY! cu CNI 00 0 cu cn cu o c6 cN Op Ak ROBERT E. WILLI JR. Lic. No. 025886 07110116 DATE: JUNE, 2016 DRAWING NAME: LS PLAN 04 PO SHEET 11 OF 18 FILE No. LANDSCAPING REQUIRF-blZNTS 1). The contractor shall Lurnish and install all plants as shown on the planting plan, in accordance with the quantities, sizes, and specifications listed in the plant material schedule. 2). Total number of plants shall be as drawn on the landscape plan. if this total differs from the plant key -the contractor is to notify the owner or owners representative. 3). All plants shall be nursery grown. 4). Plant dimensions shall be in accordance with American ,Standards for Nursery stock, latest edition. Balled and Burlapped shall be dug with farm natural bails of earth and shall be pruned, stored, dug in accordance with current ASKS Plants shall be in proper nursery condition. S). No B & B plants shall be planted if ball is cracked or either broken during the process of planting. 6). All plants shall be hardy under climate conditions in the locality of the project. 7). All plants shall have a normal habit of growth and shall be sound, healthy, vigorous, free from disease and insect infestation. Any tree with weak, thin trunks not capable of supporting itself when in the. open will not be acceptable. The minimum acceptable size of all plants measured before pruning with the branches in normal position shall conform to dimensions as shown in Planting schedule. Larger plants of equal quality may be accepted at no additional cost to the Owner. O). Substitution of plants material shall not be permitted unless authorized by owners or owner's representative and approved by County Agent. 9). The contractor shall lay out, with identifiable stakes the location of all trees, underground utilities and outline of planting beds as indicated on the drawing. In the event that rock or underground construction work, obstruction or utility lines are encountered during these operations or in the excavation of any plant pits under this contract alternate Locations may be selected by the L.A. with no additional cast to the owner. 1o). planting soil shall be , 11). Mulch shall be applied immediately after planting. operations. Mulch shall be , free of debris, weeds, spores or other foreign material_ Must be well rotted and of such character as not to be easily removed by wind. 12). Prior to installation, the contractor shall notify the owner and or Landscape Architect of all soil or drainage conditions in which are detrimental to the growth of plants. He shall state the conditions and submit a proposal for correcting the conditions, including any change in cost, for review and acceptance by the owner. 13). Container grown Plants- All plants designated container grown in the plant schedule shall be healthy vigorous, well rooted and established in the container in which they are sold. Whey shall. have tops which are of good quality and are in healthy condition. An established container grown plant shall be defined as a plant transplanted into a container and grown in that container sufficiently long for the new fibrous roots to have developed so that container mass will retain its shape and hold together when removed from the container. No root bound grown container plants, as determined by the Landscape Architect, will, be permitted. No container grown plant shall be planted if the root mass is broken either before or during the process of planting. 14). Preparation of Plants- All plant pits shall be circular in outline: all excavations sham have vertical. sides, The depths and widths for excavation of plant pits shall be the depths and widths as specified on planting details or as approved by the Landscape Architect. Loosen subgrade 6" below bottomof the pit. Scan separation- subgrade soils shall be separated from the upper "topsoil" portions and removed immediately wherever encountered during planting operations. Excess soils shall be removed and legally disposed. 15). Setting plants- In general, set plants at same relation to finished grade as the bore to the ground from which they were dug. prepare planting pits as specified and as ,shown on the drawings, prior to inserting plants. Use topsoil mixture to backfill plant pits. when plant pits have been backfilled approximately 2/3 full, water thoroughly before installing remainder of the sail to the top of the p.s.t. Set trees plumb and brace rigidly in position until the planting soil has been tamped solidly around the ball and the roots. 16). Guying and staking- shall be required for all trees or tree -like shrubs in accordance with detailed drawings. Guying and staking shall be done within 24 hours after planting. 17). Maintenance of new plantings shall consist of pruning, watering, cultivating, weeding, mulching, tightening, and resetting plants to proper grades or upright position, restoration of the planting saucer, and furnishing and applying such sprays as are necessary to keep the planting free from insects and disease. Maintenance shall be provided until time of provisional. acceptance, 18). Planting areas and planting shah, be protected at all times against trespassing and damage of any kind for the duration of the maintenance period. If any plants became damaged or injured, whey shall be treated or .replaced by the Contractor as directed by Architect at no addwti.onal cost. to the Owner. No work shall, be done within, adjacent to, or over any plant or planting area without proper safeguards and protection to materials. 19). All plant material shall be guaranteed by the Contractor for a period of one year from the date. of Provisional Acceptance, to be in good, healthy, and flourishing condition. 20). The Contractor shall provide the owner specific maintenance recommendations in writing for watering, .fertilizing and maintaining the plant material. 2 ). No plantings shall impeed the sight distance for ingress & egress to the site. DRIP UNE SIM FEKE SOaARD FENCE CORRECT METHODS OF TREE FENCING TRIANGULARoft om BOARD BALL PLUS 24" 12" C*I TREE PLANTING DETAIL — STAKED FOR TREES UP TO 4" CAL. LARGER TREES TO BE GUYED (NOT TO SCALE) #12 GALVANIZED WIRE STA ES (ASW SOOD PECIFFIIED)TEEL 1/2" DIA. 2—PLY RUBBER HOSE TREE WRAP 4" LAYER SHREDDED HARDWOOD BARK MULCH 3" SAUCER AROUND PIT SPECIFIED BACKFILL MIX SCARIFY SIDES CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL No 12" BALL PLUS 24" EVERGREEN TREE PLANTING DETAIL (NOT TO SCALE) #12 GALVANIZED WIRE SOR TA ES (ASW SOPEDCIFFIIED)TEEL 1/2" DIA. 2—PLY RUBBER HOSE 4" LAYER SHREDDED HARDWOOD BARK MULCH 3" SAUCER AROUND PIT SPECIFIED BACKFILL MIX SCARIFY SIDES CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL OR TREES UP TO 4" CAL. TREES GREATER THAN 4" CAL. SHALL BE GUYED SHRUB PLANTING DETAIL (NOT TO SCALE) r� BALL PLUS 12" owl 1 NE BACK 1/3 WN NORMAL PLANT SHAPE) LAYER SHREDDED DWOOD BARK MULCH SAUCER AROUND PIT CIFIED BACKFILL MIX RIFY SIDES & REMOVE BURLAP M TOP 1/3 OF BALL L BEAR SAME RELATION TO AS WHEN DUG. �R ONLY WHEN PLANTING AN INDIVIDUAL SHRUB THIS SHEET FOR LANDSCAPE PURPOSES ONLY! REVISIONS: _0 -1-a 2 C L0 E O .� •� O LO Q. U Qi N > cc C+��C V � .L Q�3 � Q CU co (D Co N UJ 4 CO Cn m N CUCU CU cq 0 0 a _Jm tiT H OF ROBERT E. WILLIAW, JR. a Lic. No. 025886 ��, s 07/ 1 D/ 16 '�.IONAL ��G DATE: JUNE, 2016 SCALE: 1"=30' DRAWING NAME: LS DETAILS A O Z a Z H U 0 SHEET 12 OF 18 U �Cie C0 w w FILE No. VA -AL -01 EXISTING DRAINAGE AREAS SOIL TYPE IMPERVIOUS TURF FOREST TOTAL CN RV Tc (min) DA'A' B 0.14 AC 0.67 AC 0.15 AC 0.96 AC 65 0.28 6 DA'B' B 0.01 AC 0.69 AC 1.18 AC 46B LIGNUM SILT LOAM 2-7% NO DMODERATELY D - 0.39 AC 3.70 AC 5.97 AC 71 0.08 13.9 TOTAL 0.15 AC 1.75 AC 5.03 AC SOILS DATA 6.93 AC 70 0.11 MAP SOIL SOIL HYDRIC SOIL HYDROLOGIC SOIL NATURAL DRAINAGE 1.05 SYMBOL NAME SLOPE GROUP GROUP CLASS K -FACTOR 46B LIGNUM SILT LOAM 2-7% NO DMODERATELY WELL DRAINED 0.49 51C MANTEO CHANNERY 7-15% NO D SOMEWHATDRA EXCESSIVEEDLY 0.20 SILT LOAM CU > IN w 62B NASON 2-7% NO B WELL DRAINED 0.37 CV SILT LOAM . a- _j 40 20 0 40 80 120 GRAPHICAL SCALE: 1 40' EXISTING PEAK DISCHARGES AREA YR 1 CF S CFS S 1YR 8 FS 108FYR S DA'A' 1.05 1.77 4.21 7.65 . 0 0 7.13 10.94 23.34 40.30 TOTAL 8.18 12.71 27.55 47.95 I 00 TAf 80-22 Hea-rns, 41illiam, Edith 1fills, Chris,e Brooks & Gni.-cif- Hughes 1 Wp 114-2: (3 onedv RA TV 80-24 Use. Reside-4tia.4 !STUDY Af/F Hughes, Pauline P LifeE!3tate i € DB 2854--034 Zoned: RA l: se: Residential 62B . ..... .. . .... . INT'B' so T,V 79A 1-19 NJ Nevlton, Charles M or Jacqueline A DB 3074-667 Zoned: RA Use: Residential .... ...... f f. ....... T,,If 79A I - 18 F Dic*ason, Lau.ra C 86 DB 2779-112 . .. ....... - Zoned: RA Use: Residential k ♦ ol SHALLOW -rziA 0% iao%=u 9rimn X X., U TJV 80--21C Ragland, Louis A & Margaret A 43 LF' 54.9 /o NP//E MIXED -HARDWOOD AND EVERGREEN STAND W/ LIGHT UNDERBRU-SH- N APPROXIMATE LOCATION WATER PROTECTION OVERLAY CARROLL CREEK TRIBUTARY DB 557-075 Zoned: RA Use: Resfdential .................... 916 ... . .... . . . ........ ............ .low ..... . . ..... j V16 SHEET FLOW 4 DB 4189-534 ------- ..... . . ...... . ....... ...... . ...... Zoned: RA S=10.8% Use: Vacant nze'15- 0 . ...... . ....... . . . ......... ...... ......... .... .... ......... .......... .......... ......... ....... . ..... 01 ...... . ....... - TV 86--9 .... ....... . N/F Anderson, Let,, or Lena K 62B 110, DB 4603-593 w.12 k% . . . ......... Zoned: RA Use: Residential 14 HEET FLOW .... . - - ---- . . .... - . . .... .... - - ----- 100 LF `101 =0.15 A wow. 0 moon \10 .;A P . ..... .. 0 0 7- Cp- 110, IN 7. (p 110, ;A ;A -waft "Nuft TV 80-21D NIF Joh-rtson, Clarence E 00 ---- - ......... . ..... DB 1192-462 DA"N Zoned: RA Use: Residential --M'RNV-- EX. XY PRIVA C. . . ..... . .. . . ........ ...... TM 80 20 Rarrod, William Winston Heirs of c/o Eleanor Proctor Zoned: RA Use: Vacant TV 79A 1--17 N/F Hicks, Cecil C Jr or Anite J D.B 674--450 Zoned: RA Use: Residential TIV 79A 1-18 N/F JC Investments LLC DB 3815-691 Zoned: RA Use: Vacant REVISIONS: -0 C D - ICU C: LpE 0•Cn'j- . 0 0 CL "0 Cp (D U-) 04 C'4 Q5 > 0 C) CU 'E C -�-o C: •2) Cp (D .Cn Q>;3 CU > r-- w x 0 to CD E cCUd CV CU . a- _j K(/4�55 ti I H OF -11% M\o v ROBERT E. WILD A", JR. a Lic. No. 025886 Q:: 07/10/16 41 9 IONAL DATE: JUNE, 2016 SCALE: 1 "=40' DRAWING NAME: DIVIDES 711V 80-19 TAI 80 18 IN T 'Wv/,,F Harrod, William 9,"inston; I N/F Collier, Daniel L or 'Marie L Heirs of c//o Eleanor Proctor I DD 3817 073 DB 262-354 Zoned: RA U �11 Zoned: 1-bi Use: Vacant 0 Use: Vacant SHEET 13 OF 18 FILE No. VA -AL -01 PROPOSED DRAINAGE AREAS SOIL TYPE IMPERVIOUS TURF FOREST TOTAL CN RV Tc (min) DA'A' B 0.15 AC 0.22 AC 0.24 AC 0.61 AC 68 0.31 6 DA'B' B 0.44 AC 0.75 AC 1.03 AC 46B LIGNUM 2-7% NO D D 0.20 AC 0.48 AC 3.42 AC 6.32 AC 74 0.17 29.5 TOTAL 0.79 AC 1.45 AC 4.69 AC 6.93 AC 73 0.18 SOILS DATA MAP SOIL SOIL HYDRIC SOIL HYDROLOGIC SOIL NATURAL DRAINAGE 0.85 SYMBO NAME SLOPE GROUP GROUP CLASS K -FACTOR 46B LIGNUM 2-7% NO D MODERATELY 0.49 V '2).S SILT LOAM E / N VJ . WELL DRAINED CL= 51C MANTEO CHANNERY 7_15% NO D SOMEWHAT EXCESSIVELY 0.20 LU SILT LOAM o (n -0 DRAINED CUCU00 626 NASON2-7% NO B WELL DRAINED 0.37 SILT LOAM 40 20 0 40 80 120 GRAPHICAL SCALE: 1" = 40' PROPOSED PEAK DISCHARGES AREA CFS CFS 1CFS 10CFS DA'A' 0.85 1.35 2.98 5.23 DA'13' 5.98 8.92 18.26 30.85 TOTAL 6.83 10.27 21.24 36.08 ,\ i\ tl \\\ t \\ EX D/W TM 30 -fit N/11F Kesu)i:ck Real Estate LLC ,..1aLL '\ DB 4130-534 ♦ 0 Zoned: R. `` �� ♦ '� �• Use: Vacant 00 / \, ♦ 0 1,01 women V ON N O 1 AU) C) \ >� ��► ?� v -0 07to1.�e TV 80-21D N rF Johnson, Clarence E � IAB 1192-462 Zoned: RA , Use: Residential C:) O �14 i m � IM 80....20 cn N'lf' Harrod, William fl.nston; Heirs of c,%o Eleanor Proctor �i 1.1i .Zoned: RA . Use: Vacant t ; T!If 30-22 Mearns, 41illiam., Edith Mills Chris.' e Brooks & Gracie Hughes f i TM i 0A 1- 19 I WW 114-2.J BY , , "11F :'newton, Charles M or Jacqueline A TM 130-24 onec�° ��A N I Use. Reside'`t TSB 30x4-fi6i A'I F Hughes, Pauline P Lie Estate s f f _ .f _ - Zoned: RA BB 2854-034 Use: Residential Zoned. R,4 Use: Residential628 r .+.•-- f - r -_ r r 84 ♦ ' f / i3 j s t f t , `f: ,M ..... ....... ♦ Tilf 79A 1-13 !'/F Dickason, Laura C ..w.m / ,.w..... . DB ..,. v i 4... ...... . . ♦ l fl/ / , , •F Fh ! 771-112 86 7 \ S \ L.f o / e Liv. .i A ♦ j r , f ` F ; ' ` Use: Residential ♦ i ,p_�\ ♦ r ," f { m SHALLOW ,! S CONCENTRA 9D 4 op i i -LOW ~` 404 LF UNPAVPD ♦ ' ' �' . ` ! MIXED.„HARDWOOD AND EVERGREEN STAND ....M ' \ ,•- /r` �� ! �` WI LIGHT UNI E RLfSH `� APPROXIMATE LOCATION ' ,: / .. WATER PROTECTION OVERLAY N! 1 M 80-21C , ' CARROLL CREEK TRIBUTARY '�,. F Ragland, Louis A & Margaret :I ♦ , / - � � k BI3 557-075 Zoned.: .list �� , � TM 79A 1-17 Use: Res derttial F w jF Hicks, Cecil C Jr or Anne J f DB 674--41-0 a ♦ : ' Zoned.- RA \ Use.- Residential 1 \ ' J M:. _ - 4 -- r `� r g „ gal - �- „ \ r .. . .. ... w... am t : No TIV 7�9A 1-16 , w ; �� - I ,, , F JC Investments LLC EU FLOW. _.._ .....- �„- N� . 122 LF "� - - - \ � I DB 3815-691 5=11 8% r - � Zoned: R. . Z , \ Use: Vacant .. w M.. TV 86-21 E �A L K I 3 ��T j' Anderson, .e�rsorc:, Let2i..<�' or Lena � w.. DB a _ .... m. I ...._-593 Zoned: RA I I (WA I I J I I Use: Residential 6 : ` SHEE FLOW c , 9 ,CUiVERT _.. 5=5�0% „ HVA, ... Uj 1 REA=o.34-A \ _""n=0.1 5 !F "'p \ 70-- I \ _ =5 MN, x X ; SS EET FLOW 253 LF - 1; S=1.6% n=0.15 w� x -�� x x x - x; % � -f 1 E i l j NAWAIR MUM WAMM noun Maw Ile i , I "Ar .......... ..... ._ ..........SWAIN ;._._. Sam- 0400 DA "'W ..... _. _..._ ......_ _ ...�p' - , E;X-. NY F RIVAL R7V1T 9 By NTST T M 130 --.19 T�Ii' 30 ....113 �',%F Harrod, William. fVinston.; I .' /T' Collier, Daniel L or Marie L Heirs of c/o Eleanor Proctor I IAB 3 317 073 DB 262-354 Zoned: RA Zoned: RA Use: Vacant Use: Vacant I REVISIONS: tiT H OF ROBERT E. WIW , JR. a LIC. No. 025886 �Q:: 07/10/16 s`Sj0AL v N DATE: NNE, 2016 SCALE. 1"=40' DRAWING NAME: DIVIDES z U/ W ^ ►.� '►� F�-� U ? UOQ Q � A� > z �o >� z Mw U U O a SHEET 14 OF 18 FILE No. VA -AL -01 LOE p .0: d' 0 QLO NN Uc� C-��C V '2).S i/) E / N VJ . �\ CL +'D CL= ca �o � > NmN LU 0 o (n -0 m N CUCU00 CU N Jam _ tiT H OF ROBERT E. WIW , JR. a LIC. No. 025886 �Q:: 07/10/16 s`Sj0AL v N DATE: NNE, 2016 SCALE. 1"=40' DRAWING NAME: DIVIDES z U/ W ^ ►.� '►� F�-� U ? UOQ Q � A� > z �o >� z Mw U U O a SHEET 14 OF 18 FILE No. VA -AL -01 c DRAINAGEAREA A' Hyd. No, 1 DA ,A, Hydrograph type = SGS Rung` Storm frequency = 1 yrs Time Interval = 1 min Drainage area = 0.980 ac Basin Slops = 0.0 To method - USER Total precip. = 3.30 in Storm duration = 24 hre " (ArMONj r I{{3.146 x Oa) + (0 -en $1) + (0.140 x 6M] 4. DA °A' Hyd. No. '1-1 Year Peak discharge : 1.063 cfe 11me to peak = 718 min Hyd. volume = 2,338 tuft Curve number = 853 Hydraulic length = 0 ft Time of cone, (Tc) = 6.00 min Distribution = Type 11 Shape factor = 484 Q (1o) 2.00 1'R 0100 0 2 4 8 8 10 12 14 is 18 20 22 24 28 0.00 Tkne (hr8) Hyd No.1 DRAINAGEAREA B' Hy1d, No, 2 DA 194 Hydrogreph type = SGS Runoff Peak discharge = 7.132 cis Storm frequency = 1 yrs Time to peak = 7.23 min Time Interval = 1 min Hyd. volume = 20,345 ouft Drainage area = 5.970 at Curvy number = 713 Basin Slope = 0.0% Hydraulic langth = 0 ft To method = TR66 Time of cone. (To) = 13.90 min Total precip. . 3.30 in Distribution - Type 11 Storm duration : 24 hra Shape factor = 484 " C,amp (AmICN) ■ 1(0.010 x 9M + (0.M x M)+ (1-130X ae) + (1}.300x80) + (3.700 x MI 16.070 M i139 Hyd. No2 -1 Year M. out] 0 (do) 8.00 2.00 0,00 -- 0.00 0 2 4 8 8 10 12 14 18 18 20 22 24 213 Hyd No. 2 Time (hrs) Hyd. No. 1 DA 'A' Hydrograph type = SDS Rum Sturm frequency = 2 yrs Time interval = 1 min Drainage area = 0.880 ac Basin Slope = 0.0% To method - USER Total procip. = 4.00 in Storm duration = 24 hre `;`ompoeft (AmWN) 1(0.140 x 013 + (0.8713 x $1) + (0.1 aO x 60 10.060 0 (do) 2.00 1.00 Peak discharge = 1.774 cft 11m1e to peak = 718 mita Hyd. volume = 3,598 c uft Curve number = 85* Hydraulic tength = Oft Time, of cone. (Tc) = 6.00 min Distribution = Type 11 Shape factor = 484 'M! (d3) 100 0,00 0.00 0 2 4 8 8 10 12 14 18 18 20 22 24 28 Time (hm) Hyd N�. I Hyd. No. 2 DA 181 Hydrograph type = SCS Runoff Peak discharge = 10.94 cis Storm frequency = 2 yrs Time to peak = 723 rain Time Interval = 1 min Hyd. volume = 30,213 cuff Drainage area = 8.970 ac Curve number = 71" Basin Slope = 0.0% Hydraulic length: = Oft Te method = TRS Time of conc. (To) = 13.90 rain Total procip. _+4.00 in Distribution = Type ll Storm duration = 24 hre Shape factor = 484 Conpftle (Arab/CM ((0.010 x GO) + (0.8ii13 x 81) + (1.160m Rai] +(0.300x 80) + (3.700x77)] 18.970 DA 4130 Hyd. No. 1 DA'A' H mgrlaph = SOS Runoff Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.980 Be Basin Slope = 0.0% To method s USER Total procip. = 8.00 in Storrs duration = 24 hrs Peak discharge = 4.208 cis Time to peak = 718 min Hyd. volume = 8,450 cuft Curve number = 863 Hydraulic length = 0 ft Time of cone. (Tc) . 6.00 min Distribution = Type til Shape factor = 484 Oampaft (AmMN) [03.140 x M+(OWD x 61)+ (0.160 x 61!)1104W a (do) 5.00 4,00 ITS 2.00 1.00 DA W Hyd. No.1 -10 Yearn 0(de) 5.00 3.00 2.00 c. O,w 0 2 4 a a 10 12 14 18 18 20 22 24 28 Hyd No.1 T hw We) Hyd. No, 2 DA'B4 Hydraagfoph type =SGS Runoff Peak discharge = 23-34c% Storm frequency = 10 yrs T'rrne to pock = 722 min Time Interval = 1 min Hyd. volume = 62,819 ouft Drainage area = 6.970 se Curve number = 713 Basin Slope = 0.0% Hydraulic length = 0 ft To method = TR55 Time of cone. (Tc) = 13.90 min Total procip. = 8.00 in Distribution = Typoll Sterna duration = 24 hrs Shape factor = 484 AMU (ArtaO.1(0.010 x It + 0M x 81) + (1.180 x M) + (0.300 x 80) + (3.700 x MI 1 8.070 DA *W Hyd. No. 1 DA'A' Hydrograph type = SCS Runoff Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.980 ac Basin Slaps = 0.0% Tc method = USER Total precip. = 5.50 in Storm duration = 24 hrs Gampoft (AraaiON1) ■ [(0.140 x 06) + (0.670 x 81) + JO.153 x "110,080 Q(��yW 5.00 noff-TIlrol 4,00 2.00 Peak discharge = 7.647 cfs Time to peak = 718 min Hyd. volume = 15,481 cuff Curve number = 853 Hydraulic length = Oft Time, of conc. (To) . 6.00 min Distribution = Type 11 Shape factor = 484 IM1111111111111111 0.017E 0.00 0 2 4 a 8 10 12 14 18 15 20 22 24 28 Hyd No.1 Time (hrs) . Hyd. No, 2 DA 'S' Hydrograph type = SCS Runoff Peak diecha e = 40.30 cis Storm frequency = 100 yrs Time to peak = 722 min Time Interval = 1 ruin Hyd. volume = 108,709 tuft Drainage area = 5.970 ac Curve number = 71* Basin Sloes = 0.0% Hydraulic: length = 0 R Tc method = TR55 Time, of cone. (Tc) = 13.90 ruin Total precip. = 8.50 In Distribution - Type 11 Storm duration = 24 hm Shape factor : 484 ' Compeft (AmaA*) 14010 x rye) + (0.M x 81) + (1.10 x 5M + (0.300 x 00) + (3.700 x MI) 6.1170 0 (Cft) 50,00 40.00 KOO 20.00 10.01? DA "B' Hyd. No. 2 -100 Year 0 (da) 50.00 =405 80.00 10.01) 0.00 0.00 0 2 4 8 8 10 12 14 18 18 20 22 24 28 Hyd 2 Time (hm) REVISIONS: DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: HYDROGRAPHS A0 W -1--J tC i i✓ i y , p .�'1- 0 LO �N Uca N _> C: to N U)E .Q 0M CU M C N CD N W 0 o� Cn - m N CU O LO LTH OF r ROBERT E. WILLI , JR. a Lic. No. 025886 OAS 07/10/16 ssjONAL DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: HYDROGRAPHS DRAINAGEAREA :4' Hyd. No. 3 DA'A' PROPOSED Hydrograph type = SCS Runoff Storm frequency = 1 yrs Time interval = 1 min Drainage area = 0.910 ac Basin Slops = 0.0 Tc method - USER Total precip. = 3.30 in Storm duration = 24 hre Peek discharge = 0.862 cis Time to peak = 11.97 hrs Hyd, volume = 1,799 cuff Curve number = M Hydraulic length = 0 ft Time of cone. (Tc) - 6.00 min Distribution = Type 11 Shape factor = 484 'Compft (Ar*VON)-00.180x06)+(0.220x81)(0,200x"I10,610 DA W PROPOSED Hyd. No. 3 -1 Year a (ON) 100 1.00 i i i i 0.80 0.60 3 3 0.70 0.70 p� 3 0.60 0.64 �,qq 3 040 3 0.50 i 0,44 0.40 3 0,30 0.30 020 0.20 010 0.10 3 0.00 0.00 0 2 4 e e 10 12 14 16 18 20 22 24 28 Hyd! No. 3 Time (hm) DRAINAGE AREA B' Hyd. No. 4 DA'S' PROP( SED H'Arogr9aph type = SCS Runoff` Peak discharge = 6.976 cfs Storax frequency = 1 yrs Time to peak = 12.20 hre Time interval = 1 min Hyd. volume = 28,326 ouft Drainage area = 16.320 ac Curve number = 74" Basin Slope = 0.0% Hydraulic length = Oft To method = TR55 Time of cone. (Tc) = 28..80 min Total pros ip. - 3.30 in Dis°tribrution w Type II Stara duration = 24 hrs Shape f+itor = 484 + CwpaMft (AmMN) - U1440 x ice) + (0.M x 01) + (1.0349 x M) + (0.200 x K + (0.480 x 80) + (3A2D x 7 7)] 18.330 4(Cft) 03.40 M 4.130 415 Det V PROPOSED Hyd. No. 4 -1 Year D (do) 6.00 Out 3.04 MI 0100 0.00 0 2 4 6 e 10 12 14 16 16 20 22 24 26 Hyd No. 4 Time (hrls) Hyd, No. 3 DA'A' PROPOSED Hydrograph type = SCS Runoff Storm frequency = 2 yrs Time interval : 1 min Drainage area = 0.810 ac Basin Slope = 0.0'3 Tc method - USER Total precip. = 4.00 in Storm duration = 24 hra * OmYvoe r (ArssM 1- (10.180 x + (+0.220 x 01)+(0.240 x 0I x0.9310 a06) 2.-00 1.00 Peak discharge = 1.349 cfs Time to peak = 11.97 hre Hyd. volume = 2.,752 cuk Curve number = 88* Hydraulic ler'rgth = 0 ft Time of cone. (Tc) - 6.00 min Distribution = Type 11 shape factor = 484 a (dna) 2.00 t�k 0.00 0.00 0 2 4 $ a 10 12 14 16 16 20 22 24 26 No. 3 Time (hra) Hyd. No. 4 DA'S'PROPOSED Hydrograph type = SCS Runoff Peak discharge = 8.916 cis Storm frequency = 2 yrs Time to peak = 12.20 hre Time interval = 1 min Hyd. volume = 66,822 tuft Drainage area = 6.320 ao Curve number = 74* Basin Slope = 0.0% Hydraulic length = Oft Tc method : TR55 Time of cone. (To) = 29.50 min Total precip. - 4.00 in Distribution - Type 11 Storm duration = 24 hm Shape factor = 484 • Cww*le (And0h) -1(0.4413 x 08) + (0.780 x 91) + {1.030 x rfli} + (0.= x 08) + (0.490 x ii0) + (3.430 x Mi 16.330 a I* 10,00 33.00 6.00 4.00 2.00 D f#s) 10,04 ,E .•1 Ei! 13.00 0.00 0 2 4 6 6 10 12 14 16 18 20 22 24 26 Hyd No. 4 Time (hre) Hyd. No. 3 DA'A' PROPOSED Hydrograph type SCS Runoff Storm frequency = 10 yrs Time interval = 1 min Drainage area _ 0.810 Be Basin Slope = 0.0% To method = USER Total precip. = 8.00 in Storm duration = 24 hre Peek discharge a 2.979 cfe Time to peak = 11.97 hrs Hyd. volume = 3,91M tuft Curve number : is* Hydraulic length = 0 ft Time of cone. (Tc) - 6.00 min Distribution = Type 11 Shape farmer = 484 ,0w0M%i1 N)-((0.150xw+(0MOx81)+(0.940xUM10$10 Q (do) 3.00 �7 DA *X PROPOSED Hyd. No. 3 -10 Year Q (tea) 3.00 0.40 0.00 4 2 4 6 a 10 12 14 16 1e 20 22 24 2e Hyd No. 3 T11M (1116) Hyd. No. 4 DAVPROPOSED Hydrogreph type = SCS Runoff Peak discharge = Stora frequency = 10 yrs rime to peak = 12.113 Fes Time interval = 1 min Hyd. volume = 73,068 craft Drainage area = 8.320 air Curve number = 74' Basin Slope . = 0,0% Hydraulic length = 0 ft To method = TR88 Time of cone. (To) = 29.50 min Total procip. - 6.00 in Distribution - Type 11 Storm duration = 24 hra Shape factor = 484 Carp (AMMN) - ROA40 x IM +(0.780 x 41) + (1.030 x 88) + (0,200 x iia) + (0.4013 x 80)+ (3A20x 77)] 18.320 Hyd. No. 3 DA'A' PROPOSED Hydrograph type = SCS Runoff Storm frequency = 100 yrs Time interval = 1 min Drain area = 0.810 ac Basin Slops = 0.0% To mid - USER Total precip. = 8.60 in Storm duration = 24 hre Peak discharge = 6.226 cfa Time to peak = 11.97 hra Hyd. volume = 10,8311 CA Curve number = 88* Hydraulic length = 0 ft Time of conc. (Tim) - 61.00 min Distribution = Type 11 Shupe facer = 484 OWVW* (AM4 M) - ((0.1'8Q x 08) + (0.=xill) + (0.240 x "l ! 0.810 Q (04) 6.00 5.00 3,00 2,00 DA W PROPOSED Hyd, No. 3 -100 Year MY 1.130 0.00 0.00 0 2 4 6 a 10 12 14 1e 18 20 22 24 Hyd No. 3 Time (hre) Hyd, No, 4 DA'B' PROPOSED Hydrograph type = SCS Runoff Peals dischiarge = 80,86 cfs Storm frequency = 100 yrs Time to peak ='12.18 hm Time interval = 1 mire Hyd, volume = 1.28,316 tuft Drainage area j........................... .................. ...............:......... ... ............. .......:....:.....: .::............ .............. ..... ........ .......... .. ..... ....... ................. .. ...... .......... ... ........ .. ........................... ................... = 0 R ........... ... ..! .. ........ = TR55 Time of oxine. (To) = 29.50 rain Total precip. - 8,60 in 3 - Type 11 Storm duration = 24 hm Shape fad : 484 N CD N s ...::.,...::.::::..::.,..:.::.:.:..,.:.:.....:...:.:,,,::..::.:..:..::€.:::::,:::,..,.:....:...:.:..::::::.. o� .:.:.......... . ... . F N o ................. s .. .......... ..... s , 3 t s ......................... ........... .:.,:::.::::::.::::::::::::::.:,,.,:,:::::::...:. ............ ...... ........ :.:... { I ........... ....... ....................... ....................... .....:.. ....:....... ............... ........ ......... ........ .. .. .... .3 ........ ............... .. .......... ........ «..............:....::.::::.:::::::::.::. ....:... .::.:.:.: .................:...:............ .:............. i 1 . ....... ............. ...... ...................................:............... »... _..._..... .:.:..:::::.. ...................:..............................:................................................ .:..».::...:..:.,...»....:..................:...:::.:.:,..:..:::..,,.:.,...»,,,.,,.::..::.:.........:::.... < z . MY 1.130 0.00 0.00 0 2 4 6 a 10 12 14 1e 18 20 22 24 Hyd No. 3 Time (hre) Hyd, No, 4 DA'B' PROPOSED Hydrograph type = SCS Runoff Peals dischiarge = 80,86 cfs Storm frequency = 100 yrs Time to peak ='12.18 hm Time interval = 1 mire Hyd, volume = 1.28,316 tuft Drainage area = 6.320 ao Curve number = 74'° Basin Slope = 0.0% Hydraulic length = 0 R To method = TR55 Time of oxine. (To) = 29.50 rain Total precip. - 8,60 in Distribuiion - Type 11 Storm duration = 24 hm Shape fad : 484 • CMVWIB (AM*4 - j(0.440 x Ori) + (0.780 x 81) + {1.030 x 83) +(0.200 x M) + (0.4130 x SM + (3.40 x 73')] 18.M DA •f8' PROPOSED REVISIONS: 1,T H OF , r ROBERT E. WILLI , JR. a Lic. No. 025886 �Q� kA 07/ 0/16 0.S ONAL 0 DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: HYDROGRAPHS W 4-J CU E 0 •�� U-) L NN N ai U 0 C33 C0 N > c . ^ 3 CL L O L ^WWW\ CU III..��.LLL M C N CD N W o� N E- 9� N o 1,T H OF , r ROBERT E. WILLI , JR. a Lic. No. 025886 �Q� kA 07/ 0/16 0.S ONAL 0 DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: HYDROGRAPHS STORMWA TER QUALITY NARRATIVE VRRM REDEVELOPMENT SUMMARY PRE -DEVELOPMENT GROUNDCOVER OF EXISTING DRAINAGE AREA DA 'A' AND 'B' CONSISTS MAINLY OF A GRASS FIELD AND WOODS. AN EXISTING GRAVEL 0.00 DRIVEWAY RUNS ALONG THE NORTHERN PROPERTY LINE, SERVING AN ADJACENT RESIDENCE. THEREFORE - THE THE EXISTING DRAINAGE AREAS HAVE LITTLE *°� TP LOAD REDUCTION NOT REQUIR D IMPERVIOUSNESS. FOR EVALUATION PURPOSES, IT IS ASSUMED THAT THE ENTIRE SITE IS FORESTED OPEN SPACE IN GOOD CONDITION. THE SITE IS 1'COVER(MIN) ENTIRELY UNDERLAIN BY TYPE 'B' AND 'D' SOILS. SINCE THERE IS NO SUBSTANTIAL DEVELOPMENT EXISTING ON THE PROPERTY, THE VRRM SPREADSHEET DEQ Virginia Runoff Reduction Method New Development Compliance Spreadsheet - Version 3,0 FOR NEW DEVELOPMENT WAS USED TO DETERMINE THE REQUIRED TREATMENT VOLUME. B.MP Design Specifications Lista 2011 Stds & Specs Site Summary Total Rainfall a 48 Inches Site Land Cover Summary Site Tv and Land Cover Nutrient Loads e lolls 1,27 8.81 l �. 0 Stalls 3.42 0.48 r ai Totals 4.69 1.29 0,89 8.8.3 THE SUBJECT PROPERTY HAS A POST -DEVELOPMENT SITE AREA OF 6.67 AC WITH 0.69 AC OF IMPERVIOUS AREA, 1.29 AC OF TURF AREA AND 4.69 AC OF FORESTED/OPEN SPACE AREA. THE VRRM SPREADSHEET DETERMINED THE TOTAL TP LOAD REDUCTION REQUIRED TO BE -0.12 LB/YR. WATER QUALITY MEASURES ARE NOT REQUIRED DUE TO THE MINIMAL PROPOSED IMPERVIOUS AREA RELATIVE TO THE LARGE AREA OF FOREST/OPEN SPACE TO REMAIN. THE MINIMUM TARGET PHOSPHORUS LOAD OF 0.41 LB/AC/YR IS NOT ACHIEVED, THEREFORE NO ADDITIONAL REMOVAL IS REQUIRED AS SHOWN ON THE VRRM SPREADSHEET. THEREFORE, IT IS THE OPINION OF THE DESIGN ENGINEER THAT THE PROPOSED STORMWATER QUALITY DESIGN MEETS THE REQUIREMENTS OF VIRGINIA CODE SECTION 9VAC25-870-63(A)(1). Of TilTORMWA TERM T S MANAGEMENT NARRATIVE 70 AS SHOWN IN THE EXISTING DRAINAGE AREA MAP, THE SITE IS CURRENTLY UNDEVELOPED, BUT A GRAVEL DRIVEWAY RUNS ALONG THE NORTHERN PROPERTY LINE, SERVING AN ADJACENT RESIDENCE. THE MAJORITY OF THE SITE IS WOODED, A GRASS AREA LIES BETWEEN HACKTOWN ROAD AND TREES. 19 ALL TREE AREAS ARE MIXED HARDWOOD/EVERGREEN STANDS. ADJOINING PROPERTIES ON ALL SIDES ARE RESIDENCES, TO THE EAST IS HACKTOWN 10 ROAD, STATE ROUTE 744. 100 THE SITE HAS TWO DRAINAGE AREAS. THE FIRST DRAINAGE AREA, DEPICTED BY DA 'A', IS MOSTLY GRASS. ITS RUNOFF OVERLAND FLOWS TO THE NORTHERN PROPERTY LINE, DISCHARGING TO THE ADJACENT PROPERTIES AS SHEET FLOW. DA 'A' IS UNDERLAIN ENTIRELY BY TYPE 'B' SOILS. THE SECOND DRAINAGE AREA, DEPICTED BY DA 'B', CONSISTS OF THE REMAINING SITE AREA AND IS MOSTLY WOODED. THIS DRAINAGE AREA SHEET FLOWS TO A BROAD FORESTED SWALE RUNNING TO THE SOUTHWEST, DISCHARGING TO THE ADJACENT PROPERTY AND ULTIMATELY TO A TRIBUTARY OF CARROLL CREEK. IT IS MOSTLY UNDERLAIN BY TYPE 'D' SOILS. THE POST -DEVELOPMENT DRAINAGE AREAS MOSTLY MIRROR THE EXISTING AREAS. POST -DEVELOPMENT DA 'A' IS SMALLER THAN PRE -DEVELOPMENT DA 'A'. IT HAS SLIGHTLY MORE IMPERVIOUS AREA, BUT WITH LESS OVERALL DRAINAGE AREA, THE PEAK DISCHARGE DECREASES. POST -DEVELOPMENT DA 'B' IS LARGER THAN PRE -DEVELOPMENT DA 'B' AND INCREASES THE IMPERVIOUS AREA. HOWEVER, LEVEL SPREADERS LOCATED AT THE END OF EACH DRAINAGE PATH REDUCE THE PEAK DISCHARGE TO THE ADJACENT SOUTHWEST PROPERTY BY INCREASING THE TRAVEL TIME. RUNOFF OVERFLOWS THE LEVEL SPREADERS AS SHEET FLOW BEFORE REACHING THE BROAD FORESTED SWALE. REVISIONS: A scalls Forest/open (acres) 0.00 Managed Turf (acres) 0.00 impervious Cover (acres) 0.00 Site Tv and Land Cover Nutrient Loads e lolls 1,27 8.81 l �. 0 Stalls 3.42 0.48 r ai Totals 4.69 1.29 0,89 8.8.3 THE SUBJECT PROPERTY HAS A POST -DEVELOPMENT SITE AREA OF 6.67 AC WITH 0.69 AC OF IMPERVIOUS AREA, 1.29 AC OF TURF AREA AND 4.69 AC OF FORESTED/OPEN SPACE AREA. THE VRRM SPREADSHEET DETERMINED THE TOTAL TP LOAD REDUCTION REQUIRED TO BE -0.12 LB/YR. WATER QUALITY MEASURES ARE NOT REQUIRED DUE TO THE MINIMAL PROPOSED IMPERVIOUS AREA RELATIVE TO THE LARGE AREA OF FOREST/OPEN SPACE TO REMAIN. THE MINIMUM TARGET PHOSPHORUS LOAD OF 0.41 LB/AC/YR IS NOT ACHIEVED, THEREFORE NO ADDITIONAL REMOVAL IS REQUIRED AS SHOWN ON THE VRRM SPREADSHEET. THEREFORE, IT IS THE OPINION OF THE DESIGN ENGINEER THAT THE PROPOSED STORMWATER QUALITY DESIGN MEETS THE REQUIREMENTS OF VIRGINIA CODE SECTION 9VAC25-870-63(A)(1). Of TilTORMWA TERM T S MANAGEMENT NARRATIVE 70 AS SHOWN IN THE EXISTING DRAINAGE AREA MAP, THE SITE IS CURRENTLY UNDEVELOPED, BUT A GRAVEL DRIVEWAY RUNS ALONG THE NORTHERN PROPERTY LINE, SERVING AN ADJACENT RESIDENCE. THE MAJORITY OF THE SITE IS WOODED, A GRASS AREA LIES BETWEEN HACKTOWN ROAD AND TREES. 19 ALL TREE AREAS ARE MIXED HARDWOOD/EVERGREEN STANDS. ADJOINING PROPERTIES ON ALL SIDES ARE RESIDENCES, TO THE EAST IS HACKTOWN 10 ROAD, STATE ROUTE 744. 100 THE SITE HAS TWO DRAINAGE AREAS. THE FIRST DRAINAGE AREA, DEPICTED BY DA 'A', IS MOSTLY GRASS. ITS RUNOFF OVERLAND FLOWS TO THE NORTHERN PROPERTY LINE, DISCHARGING TO THE ADJACENT PROPERTIES AS SHEET FLOW. DA 'A' IS UNDERLAIN ENTIRELY BY TYPE 'B' SOILS. THE SECOND DRAINAGE AREA, DEPICTED BY DA 'B', CONSISTS OF THE REMAINING SITE AREA AND IS MOSTLY WOODED. THIS DRAINAGE AREA SHEET FLOWS TO A BROAD FORESTED SWALE RUNNING TO THE SOUTHWEST, DISCHARGING TO THE ADJACENT PROPERTY AND ULTIMATELY TO A TRIBUTARY OF CARROLL CREEK. IT IS MOSTLY UNDERLAIN BY TYPE 'D' SOILS. THE POST -DEVELOPMENT DRAINAGE AREAS MOSTLY MIRROR THE EXISTING AREAS. POST -DEVELOPMENT DA 'A' IS SMALLER THAN PRE -DEVELOPMENT DA 'A'. IT HAS SLIGHTLY MORE IMPERVIOUS AREA, BUT WITH LESS OVERALL DRAINAGE AREA, THE PEAK DISCHARGE DECREASES. POST -DEVELOPMENT DA 'B' IS LARGER THAN PRE -DEVELOPMENT DA 'B' AND INCREASES THE IMPERVIOUS AREA. HOWEVER, LEVEL SPREADERS LOCATED AT THE END OF EACH DRAINAGE PATH REDUCE THE PEAK DISCHARGE TO THE ADJACENT SOUTHWEST PROPERTY BY INCREASING THE TRAVEL TIME. RUNOFF OVERFLOWS THE LEVEL SPREADERS AS SHEET FLOW BEFORE REACHING THE BROAD FORESTED SWALE. REVISIONS: CULVERT A= 0.34 AC 1(10)= 7.1 IN/HR (Tc= 5 MIN) C= 0.65 n= 0.012 Q= CIA= (0.65)(7.1)(0.34)= 1.57 CFS .......................:....................... PRIVATELY M-AIN-TAI-NED 1 425 Q(10YR)= 1.57 cfs ....................... V(10YR)= 4.37 fps ........................ ........... d(10YR)= 0.72 ft Total TP load Reduction Required (lb/yr) -0.12 *°� TP LOAD REDUCTION NOT REQUIR D TWO DRAINAGE AREAS REPRESENT ALL OF THE POST -DEVELOPMENT RUNOFF. DA 'A' INCLUDES A. SMALL PORTION OF IMPERVIOUS AREA. RUNOFF 415 ......................................... �........ � 1'COVER(MIN) 413.12 ft Control Type Entraaroe Control CONTINUES TO SHEET FLOW FROM THE DRAINAGE AREA TO THE ADJACENT PROPERTY AT STUDY POINT 'A'. DA 'B' IS INCREASED IN TOTAL AREA AS WELL W$E(10YR)=413.1 s 46 LF -155 HDPE PROP. Velacky Downdream AS IMPERVIOUS AREA. IT REDUCES THE PEAK DISCHARGE TO THE ADJACENT SOUTHWEST PROPERTY BY INCREASING THE TRAVEL TIME. SHEET FLOW ®P87% L_ Site Compliance Summary REMAINS TO THE BROAD FORESTED SWALE, THEREFORE, HYDROLOGICALLY, THE PRE -DEVELOPMENT CONDITION WILL REMAIN AT STUDY POINT 'B'. ................. 0 •C))� V i ...............W..................................... Qi > .................................................. 04 0 C3 Total Runoff Volume Reduction (w) 0 ADEQUATE OUTFALL ANALYSIS DA 'A' ............ c 0 C: o 'A'. 0 C .�•C ..............:.............. W . ...... .............. :........................ EXISTING RUNOFF FROM THIS DRAINAGE AREA CURRENTLY SHEET FLOWS TO THE ADJACENT PROPERTY AT STUDY POINT THE PRE -DEVELOPMENT n 0) Total 'P Load Reduction > Achieved (lbfyr # ,i3 t Z DRAINAGE AREA IS 0.96 ACRES WITH A CN=65 AND THE MINIMUM TIME OF CONCENTRATION= 6 MINUTES. IT PRODUCES A PEAK DISCHARGE OF 1.05 CFS - 4i � 3 Q FOR THE 1 YEAR STORM FREQUENCY, 1.77 CFS FOR THE 2 YEAR STORM FREQUENCY AND 4.21 CFS FOR THE 10 YEAR STORM FREQUENCY. �+ •CL POST -DEVELOPMENT RUNOFF FROM THIS DRAINAGE AREA IS DECREASED EVEN WITH THE ADDITION OF IMPERVIOUS AREA. THE POST -DEVELOPMENT CU l Ib r Total TAS Load Reduction Achieved � fY � {3.i DRAINAGE AREA IS 0.61 ACRES WITH A CN=68 AND THE MINIMUM TIME OF CONCENTRATION= 6 MINUTES. WITHOUT USING RUNOFF REDUCING METHODS, IT 5 � ch PRODUCES A PEAK DISCHARGE OF 0.85 CFS FOR THE 1 YEAR STORM FREQUENCY, 1.35 CFS FOR THE 2 YEAR STORM FREQUENCY AND 2.98 CFS FOR ti O RemainlnS Past Development TP Lead THE 10 YEAR STORM FREQUENCY. W Q x N 2.62 Ibr .0 m co PER VIRGINIA CODE SECTION 9VAC25-870-66(D), SINCE THERE IS A DECREASE IN VOLUMES OF SHEET FLOW AND THERE DO NOT APPEAR TO BE ANY U) Remaining TP Load Reduction (Ibf�yr) �� EXISTING DRAINAGE PROBLEMS IN THIS AREA, IT IS THE OPINION OF THE DESIGN ENGINEER THAT THIS DRAINAGE AREA MEETS THE REQUIREMENTS OF c C � , = TARGET T TP R U O EXCEEDED 0..12 L f YEAR 9VAC25-870-66(D) AND NO FURTHER WATER QUANTITY CONTROLS ARE REQUIRED. CU 6 Required _Ja.L, CULVERT A= 0.34 AC 1(10)= 7.1 IN/HR (Tc= 5 MIN) C= 0.65 n= 0.012 Q= CIA= (0.65)(7.1)(0.34)= 1.57 CFS .......................:....................... PRIVATELY M-AIN-TAI-NED 1 425 Q(10YR)= 1.57 cfs ....................... V(10YR)= 4.37 fps ........................ ........... d(10YR)= 0.72 ft 420 ........................ ........................ ............... ................................. ........................ .................. ........................ ........................ ........................ ................. ................. .................. 415 ......................................... �........ EX `............. GRAt?E................. 1'COVER(MIN) 413.12 ft Control Type Entraaroe Control 0.42 1t W$E(10YR)=413.1 s 46 LF -155 HDPE PROP. Velacky Downdream 4.37 ft ®P87% GRADE 410........................................................................................... ................. i ...............W..................................... .................................................. C3 of .................. ...... ............ !............. ............................................ o w ..............:.............. W . ...... .............. :........................ ... n n N Z ti 70+00 + 11+00 CUL VERT PROFILE SCALE: 1"=50' HORIZONTAL 1 "= 5' VER Ti CA L CULVERT REPORT CuhHat Summary Akwafals HW Eley than 1.26 ft Headwater DepthAHetpht 0,56 Corrrputad Haaidvvarter Elm 413.12 ft Dlechsrp 1 AT db Inlet Control HW Elev, 413.08 ft Taftater Elavatbn 0.00 it Outtat Corftl HW Elev. 413.12 ft Control Type Entraaroe Control Gredes t.Ipat"Mm Invert 41.2.40 ft Dawrmtramm Invert 412.00 11 Length 46.00 ft ConallmnAed 0.0088 6 i'ti'k Sedlcn 8edlon Shape 01mular AAsnninga went 0,012 DIgE {SnrocAh Ind Span 1.25 it 8adlon Sire 15 trach Rias 1.25 fit Number Set ftw 1 Coutlet Ctxairral Pass Outlet Contnal HW Elay. 413.12 ft Upstream Vakx*y Heat! 0.19 1t Ke 0.20 Entrance Lusa 0.04 it Irm Inlet Cil HW Eev. 413.08 ft Flora Cal tsl Unsubmerged hft Type Gmwe Bard projeodng Area Ful 1.2 IP K 040450 HD8 6 Chart 1 M 2.00000 HD8 5 Scale 3 C 0.03170 Ftuattcn Furan 1 y 0AN1O ADEQUATE OUTFALL ANALYSIS DA 'B' EXISTING RUNOFF FROM THIS DRAINAGE AREA CURRENTLY SHEET FLOWS TO THE ADJACENT PROPERTY AT STUDY POINT 'B'. THE PRE -DEVELOPMENT DRAINAGE AREA IS 5.97 ACRES WITH A CN=71 AND A TIME OF CONCENTRATION= 13.9 MINUTES, IT PRODUCES A PEAK DISCHARGE OF 7.13 CFS FOR THE 1 YEAR STORM FREQUENCY, 10.94 CFS FOR THE 2 YEAR STORM FREQUENCY AND 23.34 CFS FOR THE 10 YEAR STORM FREQUENCY. POST -DEVELOPMENT RUNOFF FROM THIS DRAINAGE AREA IS DECREASED EVEN WITH THE ADDITION OF IMPERVIOUS AREA. THE POST -DEVELOPMENT DRAINAGE AREA IS 6.32 ACRES WITH A CN=74 AND A TIME OF CONCENTRATION= 29.5 MINUTES. USING LEVEL SPREADERS TO MAINTAIN SHEET FLOW, IT PRODUCES A PEAK DISCHARGE OF 5.98 CFS FOR THE 1 YEAR STORM FREQUENCY, 8.92 CFS FOR THE 2 YEAR STORM FREQUENCY AND 18.26 CFS FOR THE 10 YEAR STORM FREQUENCY. PER VIRGINIA CODE SECTION 9VAC25-870-66(D), SINCE THERE IS A DECREASE IN VOLUMES OF SHEET FLOW AND THERE DO NOT APPEAR TO BE ANY EXISTING DRAINAGE PROBLEMS IN THIS AREA, IT IS THE OPINION OF THE DESIGN ENGINEER THAT THIS DRAINAGE AREA MEETS THE REQUIREMENTS OF 9VAC25-870-66(D) AND NO FURTHER WATER QUANTITY CONTROLS ARE REQUIRED. LTH OF r. ROBERT E. WILLI , JR. a Lic. No. 025886 , 0 0711 0/ 7/10/ 16 �- w� 'M 9JONAL S�Ic� DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: SWM COMPS Cn z 0 a U z Tw V z w H Vi H 0 SHEET 17 OF 18 FILE No. VA -AL -01 Hydreula Pwle ftfile 82 NO, Downstreann 0.42 1t 81opa Type aieep Normal Depth 0.42 1t Flow Regime Supsrc saw Crkical Depth 0.50 1t Velacky Downdream 4.37 ft cAbod ftpe 0.004646 11iR Sedlcn 8edlon Shape 01mular AAsnninga went 0,012 DIgE {SnrocAh Ind Span 1.25 it 8adlon Sire 15 trach Rias 1.25 fit Number Set ftw 1 Coutlet Ctxairral Pass Outlet Contnal HW Elay. 413.12 ft Upstream Vakx*y Heat! 0.19 1t Ke 0.20 Entrance Lusa 0.04 it Irm Inlet Cil HW Eev. 413.08 ft Flora Cal tsl Unsubmerged hft Type Gmwe Bard projeodng Area Ful 1.2 IP K 040450 HD8 6 Chart 1 M 2.00000 HD8 5 Scale 3 C 0.03170 Ftuattcn Furan 1 y 0AN1O ADEQUATE OUTFALL ANALYSIS DA 'B' EXISTING RUNOFF FROM THIS DRAINAGE AREA CURRENTLY SHEET FLOWS TO THE ADJACENT PROPERTY AT STUDY POINT 'B'. THE PRE -DEVELOPMENT DRAINAGE AREA IS 5.97 ACRES WITH A CN=71 AND A TIME OF CONCENTRATION= 13.9 MINUTES, IT PRODUCES A PEAK DISCHARGE OF 7.13 CFS FOR THE 1 YEAR STORM FREQUENCY, 10.94 CFS FOR THE 2 YEAR STORM FREQUENCY AND 23.34 CFS FOR THE 10 YEAR STORM FREQUENCY. POST -DEVELOPMENT RUNOFF FROM THIS DRAINAGE AREA IS DECREASED EVEN WITH THE ADDITION OF IMPERVIOUS AREA. THE POST -DEVELOPMENT DRAINAGE AREA IS 6.32 ACRES WITH A CN=74 AND A TIME OF CONCENTRATION= 29.5 MINUTES. USING LEVEL SPREADERS TO MAINTAIN SHEET FLOW, IT PRODUCES A PEAK DISCHARGE OF 5.98 CFS FOR THE 1 YEAR STORM FREQUENCY, 8.92 CFS FOR THE 2 YEAR STORM FREQUENCY AND 18.26 CFS FOR THE 10 YEAR STORM FREQUENCY. PER VIRGINIA CODE SECTION 9VAC25-870-66(D), SINCE THERE IS A DECREASE IN VOLUMES OF SHEET FLOW AND THERE DO NOT APPEAR TO BE ANY EXISTING DRAINAGE PROBLEMS IN THIS AREA, IT IS THE OPINION OF THE DESIGN ENGINEER THAT THIS DRAINAGE AREA MEETS THE REQUIREMENTS OF 9VAC25-870-66(D) AND NO FURTHER WATER QUANTITY CONTROLS ARE REQUIRED. LTH OF r. ROBERT E. WILLI , JR. a Lic. No. 025886 , 0 0711 0/ 7/10/ 16 �- w� 'M 9JONAL S�Ic� DATE: JUNE, 2016 SCALE: N/A DRAWING NAME: SWM COMPS Cn z 0 a U z Tw V z w H Vi H 0 SHEET 17 OF 18 FILE No. VA -AL -01 ATTACHMENT 5 RESOLUTION TO APPROVE SP 201410 CANAAN CHRISTIAN CHURCH WHEREAS, the Canaan Christian Center (the 'Owner") Is the record owner of Tax Map and Parcel Number 08000-00•OD-02100 (the *PnVertym), and WHEREAS, the Owner flied an application in 2102 for a special use permit to build a church �SP2002.055), whish was approved by the Board In June 2003, but the Owner did not commerm. the use within the five year timeline due to financial constraints; and WHEREAS, the Owner filed a second application to build a church with a 150 -seat sanctuary and 50 gravel parking sperm on the Property, and the application Is identilfed as Special Use Permit 21314 15 Canaan Christian Churo h ("SP 2014-166), and WHEREAS, the proud use is allowed on the Property by special use permit under Albemarle County Code § 15.10..2.2(35); and WHEREAS, on September 1, 2015, after a duly noticed public hearing, the Albemarle County Planning CommissW r000 nmeMed approval of SP 2014-16 with modified toonditions, including a now condition prohibiting all outdoor lighting; and WHEREAS, on October 14, 201 5,the Albemarle County Board sof Supervisors held a duly noticed public haedng on SP .2014-15. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the Transmittal Deport prepared for SP 2014-16 and all of Its attachments, Including staffs expressed concerns abet prohibiting all outdoor lighting If the church hods evening events and activities, the Information presented at the public hearing, and the factorha relevant to a special use perrrnit in Albemarle County Code § 15-33.5, the Albemarle County Board of Supervisom hereby approves SP 2014-15, subod to the conditions allched hereto. BP -.2014-00014 Canaan Christian Church Conditions 1. Development and use shall be In general accord with the conceptual plan titled 'Special Use Permit SIP2014.016 Canaan Christian Church" p. pared by Williams EnterlAses Incorporated Laird Development Design and dated June 2015 (hersafter "Conceptual Plan), has determined by the Direr of Planning and the Zoning .Adminletm.tcor. To be In sword with the Conceptual flan, development and use shall reflect time following major elements within the development essential to the design of the development, as shown on the Conceptual Plan: e.. location of bulidings and stnxWms b. lcx*lorh of parking areas c, location of ens wise d. landwaps screening a. hated ,area to the hit of &e church Minor modifications to the plan which do not ootict with the elements above may be made to ensure compliance wil h the Zoning Ordinance. 2. The area of assembly shall be limited to a ma)dmum of ohne hundred fifty (150) seat sanctuary, 3. There shall be no deny care center or private wool on tithe site without approval of a separate special use permit, 4. Health Department approval of a well arid septic system shall the, required prior to the issuance of a building permit; 5. Commercial setback standards, as set forth in Section 21.7 of the ming Ordinance, shall be mhalnthlned .adjacent to residential us" or other Rural Area zoned property; 5, Screening In haocordenos with Section 32.7.9.7 shall be provided along the trey line on the west/rear of the property to screech the phs*ing and church from the adjacent property, 7. Right of way demotion of thirty (30) feelt from the existing centerrine of Hacktown Road (Route 744) along the entire property frontage shall be repined prior to the issuance of ha building permit, S. The use shall commence on or before live (5) years from Board approval or the permit shill expire and be sof no 9. The outside play area activities shall be limited to only take place doming daytime hours. Lighting of the play area shall not be permitted. The play am shall be meted as far away as possible from the adjacent residential properties, but In no case shall the play area be located closer than seventy-five (75) feet from any adjacent property Iine. The outside play area prion Il be depicted on the site plan. 10, Outdoor amplified sound shall not be permitted. 11, All outdoor lighilrrg shall be only full cut off fixtures and shielded to reflect light away from all abutting properties. A lighting plan limiting light levels at all property linins to no greater than 0.3 tit candles shall be submitted to ft Zoning Administrator or their designee for opproval. E] SP 2014-18 CANAAN CHRISTIAN CHURCH CONDITIONS OF APPRO'V'AL ANALYSIS 1. RESPONSE: The development and use is within general accord with the conceptual plan titled "Special Use Permit SP 14-016 Canaan Christian Church, dated Mune, 2015. a. The lemons Of buildings and structures are consistent with the Conceptual Plan. b. The parking areas are consistent with the Conceptual Plan. c. The entrance is in a location consisWnt with the Conceptual Plan, d. Landscaping and screening is consistent with the Conceptual Plan and additional landscaping has been provided above and beyond what was depicted on the Conceptual Furl. A wooden fence has also been added for additional screening.. e. The wooded area to the west of the church Is consistent with the Conceptual Plan with additional plantings provided with this plain. 2. RESPONSE: The area of assembly has a capacity of 150 seats In the sanctuary, which Is consistent with the Conceptual Pian, 3. RESPONSE: Neither a day care nor :privy school Is proposed with this plan. 4. RESPONSE: Health Department approvals tbr the proposed well and septic system will be sought prior to obtaining building permit. a. RESPONSE: Commercial setback standards, as set forth in Section 21.7 of the Zoning Ordinance, have been provided and will be maintained adjacent to residential uses or other Rural Area torted property. 6. RESPONSE: Screening in accordance with Section 32.7.9.7 has been provided along the tree Fine on the weaVrear of the property th screen this parkin and church from the adjacent property. A fern has also been provided .along the westlrehar property line to provide additional screening. 7. RESPONSE: A thirty foot (30') wide right sway dedication has been provided from the centarllne of Hacktown Road, Route 744, along the property frontage and will be dedicated prior to building permit hmmance. 9. RESPONSE: The use will commence within a five (S) year period from Board approval. Otherwise the permit shall expire. 9. RESPONSE: The outside play area activitles will only occur during daytime hours. There Is no lighting proposed for the platy area. The play area is not located within seventy -fire feet (76) from any adjacent property Iine, The play area Is labeled on the siva plan. 10. RESPONSE: There is no outdoor amplified sound proposed. 11. RESPONSE: Other than building mounted lights for security, no a. -Re lights are proposed in the parking area or play area. REVISIONS: tiT H OF r'. ROBERT E. WILLI , JR. a � Lic. No. 025886 w� , 0•��, 07/ 10/ 16 ssIQNAL DATE: NNE, 2016 SCALE: N/A DRAWING NAME: CONDITIONS 0 w O Z O z O U H U O a U U Z E-+ U Z Z U SHEET 18 OF 18 FILE No. VA -AL -01 N LT C lIi Q .CDS O LO v �Cn NN > Uchi C cn CD N ai �L Q� 3 M C N CO N W o� (A'�mN E C O c" TJa� tiT H OF r'. ROBERT E. WILLI , JR. a � Lic. No. 025886 w� , 0•��, 07/ 10/ 16 ssIQNAL DATE: NNE, 2016 SCALE: N/A DRAWING NAME: CONDITIONS 0 w O Z O z O U H U O a U U Z E-+ U Z Z U SHEET 18 OF 18 FILE No. VA -AL -01