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HomeMy WebLinkAboutWPO200800051 Plan - Stormwater Stormwater Management Plan 2008-10-17SITE DATA TAX MAP - 58A1 PARCEL 19 MAGISTERIAL DISTRICT - SAMUEL MILLER COUNTY - ALBEMARLE COUNTY, VIRGINIA ZONNING - VR BUILDING SET BACKS 25FRONT 15' SIDE 20' REAR MAXIMUM NUMBER EMPLOYEES - 2 PROPOSED CONSTUCTION TYPE - 5B MAXIMUM ROOF HEIGHT: HEIGHT ALLOWED 35 FEET PROPOSED BUILDING HEIGHT 35 FEET (FROM LOWEST POINT AT GRADE TO AVERAGE HEIGHT OF HIGHEST ROOF) HEIGHT OF STEEPLE 45 FEET (ABOVE ROOF) DATUM REFERENCE BENCHMARK LOCATED ON SHEET C1.01 PROPOSED USES ASSEMBLY - A3 CHURCH PROJECT AREAS TOTAL SITE AREA - 1.46 ACRES EXISTING SITE AREAS (SF GRAVEL PARKING & DRIVES 10,610 BUILDINGS & STRUCTURES 1,790 WALKS/RAMPS/STAIRS 195 PAVED PARKING 2,929 OPEN SPACE (TREES & LAWN) 50,835 (80.00%) IMPERVIOUS COVER 1,985 (3.13%) PROPOSED SITE AREAS (SF) GRAVEL PARKING & DRIVES 19,560 BUILDINGS & STRUCTURES 3,220 WALKS/RAMPS/STAIRS 1,660 OPEN SPACE (TREES & LAWN) 33,050 (52.00%) IMPERVIOUS COVER 10,820 (17.06%) N 0 Q N 0 SITE DATA (CONT.) ADDITION DATA BUILDING AREAS BASEMENT- 3,320 SF 1ST FLOOR - 3,320 SF TOTAL- 6,640 SF 175 FIXED SEATS IN SANCTUARY PARKING REGULAR SPACES 51 ACCESSIBLE SPACES 2 TOTAL SPACES 53 (FOR ADDITIONAL INFORMAITON SEE PARKING STUDY DATED JUNE 06, 2006 SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED. SITE IS NOT LOCATED WITHIN A 100 YEAR FLOOD PLAIN LIMIT. SHEET WHERE SECTION IS LOCATED DRAWING NUMBER SECTION DETAIL DRAWING NUMBER SHEET WHERE DETAIL IS LOCATED DRAWING NUMBER 05/A1.02 - SHEET WHERE ELEVATION IS LOCATED ELEVATION MATCH LINE SEE 02/A2.03 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY( IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLAS;S III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). CONSERVATION MEASURES l . SEE PLAN FOR TREES TO BE PRESERVED AND PROTECTED, LIMITS OF CLEARING AND GRADING; AND LOCATION OF PROTECTIVE FENCING. 2. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE CLEARLY WITH PAINT OR RIBBON AT A. HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TRREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT 3. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCITON MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. 4. COORDINATE TEMPORARY EROSION CONTROL AND STORMWATER MANAGEMENT MEASURES SO THEY DO NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 5. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP LINE OF ANY TREES ON SITE. 6. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET FO THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. 7. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.. 8. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TE:LEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THEAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 9. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED. AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION & SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPIECIALIST. 10. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL THE SOIL IS LOOSENED. 11. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF TH ETEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. COLUMN BUBBLES AND GRID LINES MATCH LINE X ELEVATION INDICATOR X REVISION 100 NUMBER IDENTIFIES DOOR O WINDOW TYPE OKEYED NOTES WALL TYPE INDICATOR RM# ROOM NUMBER ytf r-1n,tes �r PROJECT SITE wzStLPiyn Dr 250 } �.RIP. j� ..... a9 - zj� �A : jlo'•�tii��o 7os u 4- G; }. a z C3tcY; �N° Ro ; ;\ _ w*1021-fM UN OWNER/DEVELOPER MOUNT CALVARY BAPTIST CHURCH 3045 MORGANTOWN ROAD IVY, VIRGINIA 22945 434-295-0555 ARCHITECT SANDERS ARCHITECTURE, PC 16125 RACCOON FORD ROAD CULPEPER, VIRGINIA 22701 540-829-2590 CIVIL ENGINEER DOMINION DEVELOPMENT RESOURCES, LLC 172 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VIRGINIA 22911 434-979-8121 SURVEYOR ROUDABUSH, GALE & ASSOCIATES, INC. 914 MONTICELLO ROAD CHAR LOTTESVI LLE, VIRGINIA 22902 434-977-0205 APPROVED by the Albemarle County Community Development Department Date ��_ 17-b-_ File w V62 562pg551 _-.. SDP - 2007 - 00075 CURRENT SPECIAL USE PERMITS SP-2006-006 SIGNATURE PANEL PLANNING ZONING ENGINEERING _ BUILDING FIRE OFFICIAL VDOT SERVICE AUTHORITY HEALTH DEPARTMENT SHEET DRAWING TITLE C0.01 COVER SHEET C1.01 EXISTING SITE PLAN C1.02 SITE PLAN C2.01 STORMWATER MANAGEMENT PLAN C2.02 STORMWATER MANAGEMENT DETAILS - PIPE PROFILES C2.03 I FILTERRA DETAILS C3.01 I EROSION AND SEDIMENT CONTROL PLAN C3.02 1 EROSION AND SEDIMENT CONTROL DETAILS L1.01 LANDSCAPE AND LIGHTING PLAN Z O < w U 0 -7Z d Z ` Q -- I < CMU - CONCRETE WZE ® FINISHED WOOD PLYWOOD �J GLASS ACOUSTICAL TILE GPDW -GYPSUM WALL BOARD l(1 f l�) BATT INSULATION RIGID INSULATION SANDERS ARCHITECTURE PC 16125 RACCOON FORD RD CULPEPER, VIRGINIA 22701 (v)540-829-2590 (f)540-829-2591 V ry U 0 OL j, U M 0 Q Z 0:� 5 0 O z O DEX A. SANDERS tip, No. 814 � REVISIONS: # 1 (10/ 15/07) RE: 10/02/07 #2 (08-15-08) RE: 06/30/08 #3 (09-23-08) RE: 09/22/08 DRAWN: - CHECKED: - SCALE: NOTED DATE: 05-12-08 PROJECT #: MCB-0417 COVER SHEET State ­7 ROU to 198. Cm 8.8& -Z:- 3B CL 30' Prescriptive 79-03'29" Easement a b y220' 578'2o,4 ,,E ...... ir, OF WALL AST. PAVEMENT TMP 58A(1)-18 200.6 1 2. N\F SMITH, WHITNEY B. & NIDA EXIST. ENTRANCE ANCE DB 302Ep 01 TO BE R�MOVE --- !Z TXIST. RETWALL ........ . STORMWATER NOTE: . THE FINAL DESIGN OF THIS SOTIRMWATER FACILITY WILL COMPLY Well WITH CODE CHAPTER 17 (WATER PROTECTIONS ORDINANCE) ORY RESIDENCE (1) ST EXISTNG J- II I h. —EXfSTIffr-, I EXISTNG (2) STORY RESIDENGE- II /II ID CHURCH P (TO BE REMOVED) (BSMT FFE= 194.46) 5-1 �j r SOURCE NOTE: Cq SURVEY AND TOPOGRAPHY INFORMATION SUPPLIED BY: L ROUDABUSH, GALE & ASSOCIATES, INC. L J12 ZI 41N 4110N CIAE4.1 19-1-4. 4 P (31 EXIST. PINE TI lEES TO REM� TMP 58A(l)-22/ N\F CHEELY, KEIT ff OR MARY ELIZABETH /JH HNSEN DB DB 2245pp2306 p h76 1 491 DB228 p0l'I(IbIpt) / / / 5�� \ \ /1 I I i / ZONED Vq ' / ; S \\ \ \ \ ( I I I \ TMP 58A(l)-23 > I I N\F VICKERY, KEVIN LEE OR ROBERT LEE VICKERY DB 1893 p 304 ZONED VR 200 N— F-Vsvt4c cE . ....... N ......... ....... . . ........ CEM IT RY .... . ........ . ......... Mount`Calvary 13ap�Jst -Churcli"' \TMP 5E$A(-t)-19"­'--\ I, I \ I I I I Dq.,'2-p 376\ DE,3,15Z 294(pla it) "f.46, ACRES ... ..... . TMP I I I - I \ 11 11 1.., 1 "\ � 11 , I . 1 0. N\F SMITH, WHITNEY B. & ONEIDA DB 271 p 182 DB 76 p 175 DB 66 p0147(plat) ZONED VR 0 4 190 2 P PA le N\F IVO , L J1 1 1 \ II & V+f39911N 331 PtoI D Y N.... ..... ... 180 / / // // 1\ I I I \1 1 \\ 5-1d 6emetary ...... ........ . ............ C) . ..... to . ........ APPROX. AREA OF EXIST. CRITICAL§S LOPE--�- 170 LLej1u-j—. R = 5QQ5-51 -A= 131-2Z j 7-4YV EXISTING SITE PLAN SCALE: I"= 30'-0" & 0 RAILWAY BLDG. NORTH 6VAA2jjJjjMw. ARCHITECTURE PC 16125 RACCOON FORD RD CULPEPER, VIRGINIA 22701 (v)540-829-2590 (f)540-829-2591 u :D u V) Q:. CL Lf Ix: - < Z't 3: N C'4 Co 0 < .z Z Z u') < 0 > > �E Lo >� > Lij 0 N DEX A. SANDERS Cis I TV4Yiow- EXISTING SITE PLAN C1.01 ` _ PERSCR|PUYEEA3EMENT i RIP RAP AT PIPE DEPRESSION ! i FOR SLOPES EXCEEDING 2] SLOPE ' 2'l (S|M[}PP HAND) [}NT(} PIPE ! i BEYOND ' i � � L |NV:l98.S O% MtAX5LOPE | | CENTERLINE ROAD ! PERSCR|POVEEA5Ek4ENT � \.! .| | ! CENTERLINE EXIST. DITCH-`� | EDGE (}FEXIST PAVEMENT - � ! 201.75 ORIGINAL GRADE - - �PROPOSEDNBYGRADE ^~ p1 nnnr `--2jMAX SLOPE DNTDPIPE BEYOND J/\CKUNDER ROAD | ``-|NY1Y824 SECTITl�k/�� [)T 7�� ON /L/ Y �� FIFE L- L//YL/�-/\ /\ / . / �/K� //4^=/'-0^ NOTE: PROVIDE ES-2AND EC-l'CLASS 2AJEACH END. FIELD CD{}RD.END SECTIONS WITH DITCH LINE. 20�0' l0�0' � PARABOLIC CURVE �N PROFILE �-/Y//\+�/YL~L- //4^ = /'~0^ 'EDGE (}FEX. SHOULDER -................ CENTERLINE RT. 738 540' 5�O' ��-' -----------' --,� /-4x4kNN PT3TNVY[}POST ! ,'''^",,=.`^'�"^H C' V ��'T�+�0 L,L-/lL- /L-/\/ FENCE �/�- //L- 112^=/-0^ �|��UT r�|�T��J��[ TRIANGLE ^�|v^�| | | DISTANCE ^-�| ���L- SCALE: 1/4"=1'-0^ x' 6" INCHES CRUSHED STONE VOOT 21-A SUBBASE UNDISTURBED CUT OR COMPACTED FILL �I���K� 0� T7�k / /\/\//YL/ / ��Y//YL/ SECTION YNOT TO SCALE ' 1-1/2"SW-2A /-//7" BM-2 /� 6" INCHES CRUSHED STONE VDOT 21 —A SUBBASE UNDISTURBED CUT OR COMPACTED FILL .TURNLA ��� �� T7/lk/ Y / YL- / /� K // YL7 SEC / /L/ YNOT TO SCALE 4"�8V 4'0OO ��/ CONC. ~_---~-. . . MES ./ ..`� .. - " INCHES CRUSHED STONE SUBBASE UNDISTURBED CUT OR COMPACTED FILL 77Ok NOT TO SCALE All CONC. CLASS A3OR 4'000PSI PRECAST T��/��/ /~ ��T�8�� / / / /L.��L- CURB L/L- / +�/L-��NOT TO SCALE ._ St "-_A EW DITCH AT MAX 2:1 SLOPE I SIGHT DISTANCE TRIANGLE. /�NEW TAPER 0 RT. 6 Ote U LAN THE FINAL DESIGN OF THIS SOTRMWATER FACILITY WILL COMPLY tA 1$1, WITH CODE CHAPTER 17 (WATER PROTECTIONS ORDINANCE) (U STORY RESIDENCE ''~ f°ERI "Iz"iS^E SOURCE NOTE: -riON SUPPLIED BY: ( ' VO.67HC Ll / \ \ / \ ' ` M ($ EXIST. PINE TOES '~^E~�' ZONED V WHEEL STOP TC:1�6. OR ROBERT LEE VICKERY ZONED VIR 2""191.5 \ LIGHT POLE 14— ` 196. RA 29 at) PAIKING PAC ~ . � -- v ` � ` \� ` xv SMITH, WHITNEY B. 00 cmo/n1m DB 76 � uooanu147(pmV \\ zowsove - ETAI NING�WALY GUARDRAIL _-- 187 27 SPACES -- -- -- --� - ' ' ' -_ -----�pom�x�Or ` ^^~~~'^~' TO BE ----- vuo/ ` --- RETAINING WALL ... / 1186. '^ '~^~ ~�r '" ' C—FOLD Id Cernetary WFENCEAROUN EXISTING CEMETERY- ___ _ ` uo/�^L�OcE== ... _- \`-_-__--_--_-_-- --'-- 170 ---------- �~��� --' � � --- -- ---- -�-- r� _ .~~^ _ _ ___ -SITE PLAN � ^�, .' —�/�� ����������T -'-- SCALE: l''= 30''0' � - � � RAILWAY � ^ ~ ^ --�- ~- - BLDG. NORTH - 30. > DEX A. SANDERS ­4 DRAWN: __� CHECKED: SCALE: NOTED DATE: 05-12-08 SITE PLAN K K � �� � - � �� -__ L. -_ -__- __ ___ �I l�j� . • • . 4 . . • r� d . 4 • ' ' *4 • d 4 • a ' r .4• 4 ' • 1 , . a 6 Orl f , \`@ d ' 4' • .. Q , 4 •' • . N 4 . • 4, . ' 4 t • • " d . PLAN ' • S + y + 4' 4• , • ' • • , , ' • ,4 4 ' • • , . , ' TOP OF WALL 185.87' 4 4. • •• 4'• • •d • 4 . . • a •. 4" ORIFICE' :4 • WITH DEBRIS CAGE , (see detail) . 4 a INV = 182.5' • • ' • . . d ' • . ' , • • 4 • . , • • 4. ' . , • ' • .a PROFILE STRUCTURE 2 DETAIL 7'-0" 6" 6'-0' I I- 6" B I r------------------I I I I I I I INLET SHAPING I I (BY OTHERS) A I i A I 4" OUTLET PIPE I I LOCATION VARIES I I I I I -7-- L ------------------ CURB (BY OTHERS) B PLAN VIEW TOP SLAB CLEANOUT COVER GALVANIZED ANGLE NOSING CAST IN TOP SLAB CURB AND GUTTER (BY OTHERS) { Y STREET 0a. A � FO •'. i �z� ,'r r�p� �r Pl�r� ' 1 . iD ~ DOWEL BARS 0 12" O.C. M Z SECTION A -A PLANT AS SUPPLIED BY AMERICAST 3x3 TREE FRAME & GRATE CAST IN TOP SLAB (NOT SHOWN FOR CLARITY) FILTER MEDIA PROVIDED BY AMERICAST MULCH PROVIDED BY AMERICAST ;�•;;.:. ' • . .:..� •, .:� INTERLOCKING JOINT (TYP) 7 ' z (L ' 0 0 ilO > SECTION B-B tD 0 2 FILTERRA INLET DETAILS SCALE: N.T.S. TOP OF STRUCTURE #4 = 194.0' TOP OF CINDERBLOCK WALL = 192.0' 7" DIAMETER CIRCULAR ORIFICE (see debris late detail) / INV=189. 1 STRUCTURE #4 15" HDPE- r7-- +203.78 `.. 20.1.OT� +2�5 NEW SIGHT DISTANCE EASEMENT-1 BENCHMARK: TOP OF NAIL ASSUMED ELEV.= 200.0 I \ 1 + 201.03 I \ I I 14' CONf WALK I I PrOPOSD NEW I I I (2) STOR 75 CHURCH BUILDING TUARY (APPRO:I. 3,320 SF FOOTPRINT}� I II II I I I III I II XTERIOR E RIf SS I I I ST IR-_�_ I / I 10.67 I I I 1 I 1 DI-3`i T=186.5' • o • e • ° . • - o e e • s • a • • Me • �e _ + f o a ®�oo�•e•e°+v• voes r - - _- - - - - - °oe$ • e � =_ ° o e old, a -_ -_ -_ -_ I -_ - duo ®� •� v Is 09 a -I I H El I I- e e o e - -I I '!b • If o e e oe de • • e e •e , INV=182.5 , o' A e°• o e o � • •1 e •i +• e• a '• g 'fro i e. e r' v ° + •v f • o *A• e• a ae oe .NOTES: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. MATRIX TANK MODULES ASSEMBLED AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 2. BACKFILL TANK PERIMETER WITH FILL OR SAND IN 12" LIFTS AND COMPACT WITH MECHANINCAL COMPACTOR. 3. SECURE OUTLET AND OVERFLOW PIPES INTO TANK BOOTS WITH STAINLESS STEEL PIPE CLAMPS. 4. 11x7 SINGLE TANK MODULES REQUIRED RAINTANKS UT EXIST BANK BACK AT NEW DITCH AT MAX 2:1 SLOPE I;LE r0 250 u, 199.78 ' - a Lu \ \ o \(1 _ STORMWATER NOTE: ,9�72 197 THE FINAL DESIGN OF THIS SOTRMWATER FACILITY WILL COMPLY �I WITH CODE CHAPTER 17 (WAFER PROTECTIONS ORDINANCE) WHEEL STOP \ �� TC:1 �6. r �YP) BC:195. { 1 I \ 197.57 t 96.0 1 I 1 53 TO \ /AL SPACES PARKING - - - \ \ PAVIN + 200.71 200 \I \\ LIGHT POLE I / /11;, 196. \� RA, L V Al \ / / 94. TW:194.6 -6 7A 6x4 FILTER<ZA EW DI-2B TW:194.5 7.?;6 4 FILTRRA -----CONT. CG-61 I •II .I I/ I •/ i • \1 1 :194.5 11 \ I 1 N191.5 \ \ \ 1W�92.5 \ 1 ETAINING WAIL { \ �TW:10.5 I I I I I + 194.95 � � � / �� 1 I I \ / Pr'1:190.01 � I j A+VER IRANI I I - - - / / I I FOR 4" SH RT II I 192.66+: / „_.- PAF fINGPAC[ I I 00 i I \\ \..... L1fsF7r -PCjLE PAVIN /ef"' PARKING \a I 1 -'' ' / ^TIN:18�5 I+ntSs I8$.0 I I =. u ( \I ETAININGII WALL / GUARDRAIL 1 1 1 1 I 1 q�0 TQ:18 408mm 116,06'1 tlantis Ma409im SincU(zTank Module P tl Pert No, 70003 - t;�')408-.r1 17.6.Qb'Tx (L)685wrt 126.97'7 x (H)450rtr1 C17,721 0 Maximum Recommended Load = 26.5t/r,7 137.6 psi] Weis Votume = 1251 [33,02 gattons] 'Water Management for Life' 8 Modules = 1M7 190 75xt4IN NKS d �b+1 TW:1 6.5 I I 11 1 1 1 1 1 1 1 EXIST. PORTION OF $ G �, / 3.1CF 0 TW�84.5 I I I I I I I I I I CEMEMTERY TO BE \� / \Z" t74•�%s ABANDONE TW:190. _ i / 0 T_ I I 11 11 1 11 11 1 I TW:189. TC 0 0 0= 82. / - rW:1�82.5 1 I 1-18 - - - - - TW:189. 0 2 / ILiERRA / �� I~3 6 4 8. FIL11ERRA o, d' L RETAINING WALL 176.0 i I 11 11 \\ 11 II I I II & GUARDRAIL TW:188.5- \b :1 187G 6 R ;t:176. i TW:188. 187 / \abo s / O 1ea.90 / o / ,�w LL BW:185. \ap. 179 O . + / T 186. - -:184. TW:182.5 "PRIMARY & SECON,0ARY DRAINFIELD LO,CAiION 181.24 +176s7 •ED`GE SOLD j� � - -- -- 180 CEMETERY) .• +178.76 \ 174.35+176.51 FENCE AROUN EXISTING CEMETERY- \ + 175.07 ;SEE DET. C1.02 1 20' REAR BLG. SETBACK / I / LO -- - - n i STORMWATER MANAGEMENT PLAN S A N D E R S ARCHITECTURE PC 16125 RACCOON FORD RD CULPEPER, VIRGINIA 22701 (v)540-829-2590 (f)540-829-2591 u u C) Q ::D CL q U cn o> Z O Q z V) 0 > Z O :E REVISIONS: #.1 (10115107).RE: 1,0/02/07 ##2 (08-1,5-08) RE: 06/30/08 #3 (09-23-08) RE: 09/22/08 DRAWN: ................................. CHECKED: U I SCALE: 1" = 30' C2:01 PRDJEC I-: fit Gulvary $apusb G'7u Qh ❑@te: 4, 2j Qi Tr- = 10 min Road: SEata P_oad 75b ❑A-- G_a5 f: 1.❑ - G.59 5tetian: - 5_37 (I i4) r aCIT HaA 0503 CL El e';r;[I.' I 310 _ 3. 1 cfe 3. i cfa Shoulder Elay: P.01,33' t ` LIni. E2e1r: 13t�,5 So: 0-01 Inv Elev: L: 5.2.0' HEA❑ LATER COMPLJTATIHt•.1S CDHT OUTLET CULVERT TYPE a Inlet Can Outlet Cantrol tJ SIDE Hkf VELOGITY HSVo H14 Ke do (dc+D),f2 ho H LSa HW Cf'1 Smooth ELE''/ 15' GNP 5.i o.84 1.m 0.5 0.72 0.55 4.n 0.5 0.213 1.7-3 135.73' . 210 200 190 180 170 160 150 STORM SEWER PROFILE U O -0 �C o r- u) CO 1 p c�i m N cm o 00 n ^ gyp+ �+ CD w .- o o II In v� II �c ,- o w o 0 o E° II V) ryV) o_ , V) 17 5. 33 8% p go I0 o O � •� - cV m 00 0 IIII II +, II II � co .+., L 41 > L >c c 7 �WN,0 2� ©. , 'S 1 +00 O `t '� Q d + . II > O v w 2 +, 0 E V) ■-- u cfl �- of 0) � II � -01 II II II II I 41 II U O 4-1 41 39 56ft f 30" Dia. of 15" Dia. IF6.85ft 0. 8% HD PE: HDP 2+00 �► • • ' • III 3+00 210 1 2001 190 1 170 1 160 1 150 pipe culverL sir orifice DEBRIS CAGE O 1 /" line plai ed hook hed with 3/8" fastener Ikattac 1/8 dia. holes Isometric 1/4" HI)PI: plate (optional) IlDPE structural plastic with O 2-1/8" holes and 1/d" plate rnanufactured by Plastic 00 Solutions Inc. or equal 000 0000 shown with optional plate IIDI'1? sLr•ucLur•at plastic wiLh " /8" holes and 1/4 plate rufactured by Plastic ILions Inc. or equal LLA1C V Cl LlUll F_.A.R _a END EF.�_:TI� %d PE TH?EA,E-=D R1_IEI r{ ` !ZE N'% T-- I JJI I G ly titi T3 i :'�j R GHT PLASTIC 11.0. Hex 4286 SOLUTIONS 11'inchester VA 22604 I N C . 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PE THR-DS,_'ED Ri-YO 'Rr{M�'I 'E; f'-IU15 FR�,VIDED f�•� END t "..3r)" 3 F Er•Jr, a _CTIf:l -4:- RE'.11 760 '2) THR E-hZ E D RF-:•DS'- FOR ASSEkIBLE. `40-`_: .iLL DIN EK{ ONS :ARE NOMINAL SANDERS ARCHITECTURE PC 16125 RACCOON FORD RD CULPEPER, VIRGINIA 22701 (v)540-829-2590 (f)540-829-2591 U V Cam, o E- . O .: •� Z N CV :.:. Q Z `r Z Z Q /Il ce t) < 0 LU 0 < o Z � 1 Z O :E "iH 0� Trj f� o DEX A. SANDERS ic. Nc,.i 14 ARCHITECT REVISIONS: #.1....(.1.�/15/07)...RE 10/02/07....... #2 (08-15-08) RE: 06/30/08" _.._...._......_......._............__..........:..:........ ..............._...... #3 (09-23-08) RE:=09/22/08 .........._................:.................._..........:_................. DRAWN: - ...............:........................................... CHECKED: ..:......- SCALE: ...... _.... ... 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LEI, d'---t Cni) i L) e 11 I""� r h C. 1pjFI - .9 t the, tiffl,;: �� '-rj3tf-FI1 k 'ti 'Atf "--d- 0wriol-.-, :U' kb-,� pf-Wi4-LB I10di--i TiN.� Sii7i Ij or rl� F ily do 111a tad rAtllo. pla Ijtf r3), w hr-c',Il Li L Lahls:thil piu L of IbQ wk.-lir-0 lo�-."'- J.':CAMff 7; 3 ?i "h. P f �?W)' 34 %-* - 14.5 3 wR8 mEr :ILVERRA f 7--L- PLA-Nj 11 FELL V JV ki uar 'I S E H I G HE C,UT-FR F r, F, Fs: Fri P:".r 1f,UTTER P) THAN FA L CV ',a -6Lopx -M-77p, JUN JINIL--] 1.111n TI-19(Af! C;LIT-. ER -7-7 i. r T I R DEDRESHEI GJTTER s1T "r1RC0,7 OPEKIK C4 {'M, kT-( FLOWUNE ELEV'A' FLOWLIKE ELZV'U ELEVA110N VIEW 9 nAERFA. § 1, 0YR6 C.'IJ CFY-.rE 1%4L:,r, C'=61-NACE DIT0-1, 1--!? OTHE:? FC�Ihi CIF LF OER E-E-oATICIt4 1 7 PLAN VIE'W 9111-9VW MUST ICURB 141-41) BE HIGHER r THAN ELEV 'S' :9LOME �T - - - - - - - - - -q IFI 11 '1 DA I TER '1 01-, (iR.,q.TE INLET, FWW -mr;rTE4., C.. jR , C:k 01i-C.Qe Al FrIF<61 LY I 04YFR FVA T I r:- 14 T'HRW,T -SIPF14iPM. �-v n) nL`TE9FiA F-YpAss, RrI iFF Fj.4jw"k-fi AVAILA:31-k IN 1W I:iU:. z(iPrj;,T. ELP/ATIDN VIEW N.Tr: 05 -04- F�- R, - 2 1-14 R 76; FILTERRA-11 TWICAL FLOWLINE RELATIONSHIP FOR R EQU I RE D EFFECTIVE BYPASS — PAT 13,277.274 13 wi RAE. A I D r -LIJ Y - IS - REVE3 T1100-RE SLCI=EC' FIJEFFA TI-15324T- Ta�7 r7L-[p.f7A T11RCATn' II --I i TF. PjiA LIN mzaAm m7EIR4 THA CEO.- I L I L 1. 111A - TrJ- SLAE :T--P(I r T--F SUM ' W17. FR TRh'i 5 FM L TC P4yAD--- nr3TrNC -0 1FPx4rf;E P-1 -HA",�' L E 4: W1W :L UWE & 7rL T E ... IANI' t.f 51JT-.ER TFLIWSITUN T11 I., Tfff�A Wr-%l T PFWDE RMWE Cf;0J?.A[E 2 L F-LIM .!k G U. FE R F1 -7 PPA TG 711-11111AT OP-2C45 I fTfP: . Y, e SECT104`--:- VIEWS OF FILTERRA t1-4 FLUf-AE AF3Puc,4-r;otqs SEE S-ELO'o FOR DETALS NOT SHOWN C�A!7-114-Pl1rr- (:J? M-D '. :'RECAST TOR SLAD GLr1-.E9 ON ECTHEIR 'EME C1T FT-TERFA (EY C0HTF?fij--'T0W) % 7 7 U -2 LEM TH R WiT ('r.)TTFR M -HW11kT EmDw4r., TAArfS7Ir:r-4 TC- C)EPMS� - Ell I I R. Q ol PR�,-TFC-- ONrj!Fv1CF rVI-TER AT T.ARN.- fIPFI`AII-#- LIC, N-ar ?FMCVF - L.F)VkT' ir-i r-LA.F.-E W-171 SITE !� Vi 1)xv=L A-4U- FILIt_'iM IUJ FIELD ':11: AN f-JF',LN�LARY Hr -*;[)?j I HAI: foi ',I: KLILP.17111 (,.jTTF.R PROP 12 ;NSTALI.4111204 C D11*14r.T DDX WML IMPORTANT F I Ll E P. RA F 1-0-W U 1`4 E P.4 1.13-r SECTION VIEW HH A' 4 LLEVAII04 TI-AN BYPA'.'�:; FILTERRA. '1HROAT OPENING KI P. Cep. 011-c-- DRMYINC; AAWLA31-E IN P.F .-ILE F-ERWT. CF: 0 2 - 2 _3 05 (-':3T - .3 OG Z' FILTERRAV THROAT OPEN] Pra f RT R . ETA AND GUTTER OR F11,11JOrWE 0L -1L 44� Pixy 0.27?,274 SANDERS ARCHITECTURE PC 16125 RACCOON FORD RD CULPEPER, VIRGINIA 22701 (v)540-829-2590 (f)540-829-2591 U Q L,,4 n < 0 C L 0,-, Zt. "o 7 U, rN C14 U P < Z r-- 7- < Z V) < LL 0 5 > - :� >2 > L-Li < 0 �(Y) z U z :D 0 :E z DEX A. SANDERS -- Xc—No. 88114, 0 10 - REVISIONS: ............ # I (10/ 15107) RE: 10/02/07 #2 (08-15-08) RE: 06/30/08 #3 (09-23-08) RE: 09/22/08 --- ............. DRAWN: ............ CHECKED: SCALE: NOTED .. . ........ DATE: .05-12-08 . ............ -- ........ . .......... --11-11111- PROJECT #: 1v1CB-0417 sTORMWA TER MANAGEMENT DETAILS rK-d 3171 Pa.qT 11 C2.03 LIMITS OF DISTURBANCE / I I I � I I I I / � I 190.67 200 N LIMITS OF DISTURBANCE r C I IP J N S F) GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. era C� E&SC LEGEND F&SC STD. & SPEC CE TEMP. STONE CONST. ENTRANCE 3.02 SF SILT FENCE 3.05 CIP CULVERT INLET PROTECTION 3.08 DID TEMPORARY DIVERSION DIKE 3.09 ST TEMPORARY SEDIMENT TRAP 3.13 TSD TEMPORARY SLOPE DRAIN 3.15 OP OUTLET PROTECTION 3.18 CD ROCK CHECK DAMS 3.20 LS LEVEL SPREADER 3.21 TO TOPSOILING 3.30 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 SO SODDING 3.33 MU MULCHING 3.35 B/M SOIL STABILIZATION BLANKETS/MATTING 3.36 DC DUST CONTROL 3.39 I SILT TRAP Drainage Area (ac): 0.57 Wet Storage Req (cy): 38.19 Dry Storage Req (c ): 38.19 i 19$ I I TotalStorage Storage Req �cy): Elev. I I Low Point 165.5 I 1:1 Side Slope: Bottom of Weiir: 169.5 2:1 Side 'Slope I Top of Weir. 171.0 Weir Lengggth (ft): 3.4 WeiI I Top ofeBe mht (fR): 1172.0' Top of Weir: 171.0 1 ` Berm Width (ft) 2.5 a� \ I I I I / SIF I / / I ,190 I I o ' I I I I I •/ a 180 o I I I Proposed Prbinfeld Si e I I I 1 --- - - / (Prima y & Reser)O) I I I I 1 EROSION AND SEDIMENT CONTROL PLAN OI SCALE: I" = 30' %V \bo \ / Area Vol Vol (sf) (cf) (Cy) 251.0 655.0 1812.0 67.1 1072.0 ' 1295.3 48.0 LEVEL SPREADER CROSS SECTION JUTE, OR EXCELSIOR OR EQUIVALENT STAPLED IN PLACE VARIABLE (MIN. 7') BURIED 6" MIN. ---\ 6" MIN. opal JA LEVEL LIP OF SPREADER - MIN, 6' LEVEL SPREADER WITH VEGETATED LIP CROSS SECTION VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE IN VARIABLE (MIN. 7') GALVANIZED WIRE MESH BASKET -7SECURE WIRE MESH TO TIMBER * FILTER CLOTH 6X6 TREATED TIMBER SECURE WIRE TO GROUND 6" MIN. WITH WIRE STAPLES -7 UNDISTURBED SOIL vu w, 6' LEVEL SPREADER WITH RIGID LIP MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP 2:1 OR FLATTER 2:1 OR FLATTER SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Planning and Design Manual PLATE: 3.21-2 Erosion/Sediment Control Narrative PROJECT DESCRIPTION This project will consist of the demolition of an existing church and the construction of a new church building and its necessary parking. About 1.0 acre will be disturbed. EXISTING SITE CONDITIONS A church and cemetery are currently in place. ADJACENT PROPERTY The site fronts on Morgantown Road (Rt 738) is to the north, Cheely/Jensen residential property to the east, C&O Railroad to the south and the Smith residential property to the west. OFFSITE AREAS There will be no import or export of material. SOILS 37C3 Hayesville clay loam I I deep, well drained, and strongly sloping. Typically, the surface layer of this soil is yellowish red clay loam about 4 inches think. Permeabilty and available water capacity are limited. CRITICAL EROSION AREAS. There are no critical erosion areas. EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. STRUCTURAL PRACTICES 1. Construction Entrance- 3.02 A temporary Construction entrance will be provided upon field determination by the County and the contractor. 2. Silt Fence- 3.05 A temporary sediment barrier consisting of a synthetic filter fabric stretched across and attached to supporting posts and entrenched. 3. Inlet Protection - 3.07 A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. Inlet protection shall be installed on the inlets immediately after installation to prevent sediment compromising the capacity of the culvert. 4. Temporary Sediment Trap - 3.13 A small ponding area, formed by construction an earthen embankment with a stone outlet across a drainage swale. 5. Outlet Protection - 3.18 Riprap channel and/or stilling basins below storm drain outlets. Outlet protection shall be installed on the outlet pipe as shown on the E&SC plan immediately after installation. VEGETATIVE PRACTICES 1. Temporary Seeding - 3.31 Establishment of temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing plants on sites that will not be brought to final grade for periods of 30 days to one year. German Millet at 60 Ib./ac., Weeping Lovegrass at 3 Ib./ac., Korean Lespedeza at 20 lb./ac: Temporary seeding shall be fertilized. Fertilizer shall be applied at a rate of 600 Ibs/acre of 10-20-10 according to the handbook. The builder may save considerable funds by having the soil tested by VA TECH (kits are available at the extension office and the test costs $6.00). 2. Mulch - 3.35 Organic mulch shall be used in conjunction with seeding operations and shall be applied at the rate of 2 tons/acre. 3. Dust Control- 3.39 Dust control Measures shall be utilized throughout this site when necessary. Typical temporary measures include but are not limited to, irrigation, temporary seeding barriers. These measures will aid in the prevention of harmful airborne substances as well the effects of wind erosion. MANAGEMENT STRATEGIES 1. Construction should be sequenced so that grading operations can begin and end as quickly as possible. 2. Sediment trapping measures shall be installed as a first step in grading and shall be seeded and mulched immediately following installation. 3. The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment control practices. 4. Temporary seeding or other stabilization will follow immediately after grading. 5. Areas which are not to be disturbed will be clearly marked by flags, signs, etc. 6. After achieving adequate stabilization, the temporary E&S controls will be cleaned out and converted to permanent stormwater management basins. PERMANENT STABILIZATION All areas disturbed by construction will be stabilized with permanent seeding immediately following finish grading. Seeding will be done with Kentucky 31 Tall Fescue according to Std. & Spec, 3.32 of The Virginia Erosion & Sediment Control Handbook. 5-20-10 fertilizer shall be applied at the rate of 1000 Ib/ac and lime at 2 tons/ac. Permanently seeded areas shall be protected during establishment with straw mulch (2 tons/cc). STORMWATER MANAGEMENT Five Filterras will capture as much drainage as possible and treat it for water quality. An oversized stormsewer and raintanks will provide detention storage to attenuate peak flows to the pre -development condition. MAINTENANCE In general, all erosion and sediment control measures will be checked weekly and after each significant rainfall. The following items will be checked in particular: The sediment trap will be checked regularly for sediment cleanout and the silt fence will be repaired or replaced as needed. All seeded areas will be checked regularly to see that a good stand is maintained. Areas should be fertilized and reseeded as needed. MS-1 Stabilization of Denuded Areas and Soil Stockpiles Permanent or temporary soil stabilization must 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 (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. Soil stabilization refers to measure which protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, and the early application of gravel base on areas to be paved. Soil stabilization measures should be selected to be appropriate for the time of year, site conditions and estimated duration of use. MS-4 Timing and stabilization of Sediment Trapping Measures 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 up -slope land disturbance takes place. MS- 5 Stabilization Measures Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. MS 17 Vehicle Access Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by (vehicular) tracking onto the paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shah apply to individual subdivision lots as well as to larger land disturbing activities. MS-18 Disposition of Temporary Measures All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. SANDERS ARCHITECTURCE PC 16125 RACCOON FORD RD CULPEPER, VIRGINIA 22701 (v)540-829-2590 (f)540-829-2591 U Q �-- ' 0 C)L < 011 U W 00 N Z Z Z C/) '' 0 �= > w < o Z U Z 0 7 DEX A. SANDERS No. A14 DRAWN: - .............................................................................................. CHECKED: - ....... SCALE: ........................................NOTED DATE: ........0 5-12-08 PROJECT #: MCB-0417 EROSION & SEDIMENT CONTROL PLAN C3.01 ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 1' 1 VARIABLE _ VARIABLE*_ M 67 CU. YD./ACRE jgq • S ain !� 67 CU. YD./ACRE 4' MAX. (EXCAVATED) FILTER CLOTH ORIGINAL GROUND ELEV. COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) = 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE COARSE AGGREGATE EXCAVATED FILTER CLOTH AREA * COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 UNDISTURBED: :6X6 SALT:TREATEO .TIMBER. LAST 20' OF DIVERSION NOT TO EXCEED 1% GRADE PERSPECTIVE VIEW NOTE: ALL TEMPORARY BERMS, SWALES AND LEVEL SPREADER DITCH MUST RECEIVE TEMPORARY SEEDING IMMEDIATELY AFTER INSTALLATION SOURCE: ADAPTED FROM N.C.Erosion and Sediment Control Planning and Design Manual PLATE: 3.21 —1 BACK OF SIDEWALK A CATCH BASIN 0 2X4 WOOD STUD BACK OF CURB CONCRETE BLOCK CURB INLET •� ob Q Ci" • 0�. o, o, '• o, o; • moo° � o boo o, o; o�oa o• r��° ,�q �p oa oqo oQoQo oQQ�ob� o o• o• o o; wo D�ObQ oRo�pbQ� ��Q+b°° g WIRE SCREEN OR FILTER FABRIC A CONCRETE BLOCK 3/4" ? DRAIN GRAVEL PLAN VIEW PONDING HEIGHT CONCRETE BLOCK (OVERFLOW 'r CURB INLET WIRE SCREEN OR FILTER FABRIC \j CATCH BASIN\�� 2X4 WOOD STUD off'' SECTION A — A NOTES: 1. USE BLOCK AND GRAVEL TYPE SEDIMENT BARRIER WHEN CURB INLET IS LOCATED IN GENTLY SLOPING STREET SEGMENT, WHERE 15 WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. E TOR OVERFLOW FROMRRIER SE EREHALL STORM EVENT. CURB INLET ? 0 3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND SEDIMENT BARRIEIR m GRAVEL MUST BE REMOVED FROM THE O TRAVELED WAY IMMEDIATELY. FILE: SEDIM09 EXTRA, STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST — /FLONNFLONN 10 FT MAX SPACING WITH WIRE SUPPORT FENCE 6 FT MAX SPACING WITHOUT WIRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL OR FILTER FABRIC WOOD POST ATTACH SECURELY 36" HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF (RECOMMENDED) STORAGE HT. ° ;.....8• 12" MIN. • 12° MIN. 4"x6" TRENCH WITH COMPACTED GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH S F STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. g 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE Z SEDIMENT OFF —SITE AND CAN BE PERMANENTLY a STABILIZED. SILT FENCE 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3.05 FILE: SEDIM03 Temporary Diversion Dike EC-1 OUTLET PROTECTION o a o ° O 0 A cv D A o o ° x O c o � O o0 0 Oo PLAN Class I Rip Rap Min 3 x D ' 4 4 •, O' o 4. \ oo Min 2' _ ; 1 Geotextile O P SECTION A —A 3.18 STONE CONSTRUCTION ACCESS- STONE CONSTRUCTION ACCESS \ 2% F__O 2% 12% E POSITIVE DRAINAGE *MUST EXTEND FULL O TO SEDIMENT WIDTH OF INGRESS TRAPPING DEVICE AND EGRESS OPERATION A 3" SM-2A ASPHALT TOP COURSE . 2% 6" MIN. 21 A AGGREGATE BASE 1 IL ILI\ VLV III ASPHALT PAVED WASHRACK 9% 64411INIIll IMAMA EXISTING PAVEMENT EXISTING _/' PAVEMENT POSITIVE DRAINAGE TO SEDIMENT NOTE: A MINIMUM WATER TAP OF 2" IS REQUIRED WITH A MINIMUM WASH HOSE DIAMETER OF 1.5" (CE PAVED WASH RACK �.02Not to Scale SANDERS ARCHITECTURE PC 16125 RACCOON FORD RD CULPEPER, VIRGINIA 22701 (v)540-829-2590 (f)540-829-2591 U . I :'.,. U v) Q Q O n— 0- N U ®Q z cry < O :n > � co U 1� z 0 V,,' j Y� DEX A SANDERS a REVISIONS: ............................................................................................... #1 (10/15/07j RE: 10/02/07 ................................................................................................ #2 (08-15-08) RE: 06/30/08 .............................................................................................. #3 (09-23-08) RE: 09/22/08 DRAWN: - - .............._............................................................... CHECKED: - ................._............................................................................ SCALE: NOTED ................................................................................................ DATE: 05-12-08 ..............._.... .................... _._ PROJECT #: iNACB-0417 ESC TYPICAL DETAILS C.0 `_- +203.78 --- "207.61' 1203.65 k .07 k2Q0.69�- --+2dpyfr•1 - -_ + EXISt VDOT DITCF � 1,75 _ - - +2Q1,49 3 +2 1....... zoo.9s 2 2�9 -�� _ \~-- -- \ 201.03 LA W IJ / I , \ -- C F <_ 4 E, I _ � 2 01 1197.v 1 / \1971 cc CF 6.0 II , VAS q sVA���AVA 19+.1 r 1sz92 IC / w / � ] / \T11 X1 X 6 _ BRE TREE ARMOR ROU D \ _ - _- o \ 1 W//` CUMF'AC I EU ALL EXISTING PIN \ S \ - - / / f TOPSOIL WITHIN 10 FEET O ,oa \ _.._..._,o IA /II PRO�ERTY \ ^ / 3 II I --_�, � h / . /I TYPICAL_ TREE PLANTING I � - I 197.32 BC: 195. PERMANENT SEEDING REQUIREMENTS �. 1 1 IA CC Q \ 0 1 COMMERCIAL/RESIDENTIAL MIXTURE @ 175-200 LBS/ACRE ] \ 197.57 / $ I 1 I 1 KENTUCKY 31 OR TURF TYPE TALL FESCUE (95-1001.) IMPROVED PERENNIAL RYEGRASS (0-5%) KENTUCKY BLUEGRASS (0 51%) 1 20071 CF \ �5 / I/ 1 11 \ \ I \\ FERTILIZER: 10120110 MIX @ 600 LBS/ACRE LIME. AGRICULTURAL LIMESTONE @ 2 TONS/ACRE STRAW MULCH: APPLIED @ 1.5-2.0 TONS/ACRE 200 PROP. LIMITS OF PROP. LIMITS OF--// b1 \\ CLEARING & GRADING CLEARING & GRADING CCsop 1 1 Vo �\j a. 05.44 194.95 I z 192.66Ai + % 9O I o1 00 •to••/A? I I I I 171.56 �\ \ •� %/ � \�2 \/ l�3 11 . I I I 11 1 1 1 1 1 1 I I I I I I I 3 1 9.39 / f ep� ---- 190 - y 1744 II I II II II II 11 II II i /. I I I I I\ 11111 IA _ - C 2 I I I I 185.48\ \\ 11 1 1 I \ \ 1 1 +184.90 ,/ I / \ \Q 181.24 \ • � +178.87 - _ 180 - 1178.76 174.35176.51 \ 1 I1 \ \ � quo \ 175.07 .. / _ o - I -- _ - - - - - - - - J � 170bp / 1 LANDSCAPING AND LIGHTING PLAN o I SCALE: I " = 30'-0" %V N.T.S. DRIP LINE -\ SNOW FENCE BOARD FENCE i UNE 1/5 OF LEAF AREA BUT TAIN NATURAL FORM. RAY W/ANTI-DESICCANT ACCORDING MFR'S INSTRUCTIONS IF FOLIAGE PRESENT. OUND LINE TO BE SAME AT THE NURSERY RTH SAUCER W/ - 7" HIGH BERM CKFILL W/TOPSOIL AND ATMOSS MIX IN 9" LAYERS ,TER EACH LAYER UNTIL TTLED. DO NOT TAMP. TREE FENCING X X X TREE ARMORING � ( ) FENCING AND ARMORING DRD FENCE TIC FENCE CORRECT METHODS OF TREE FENCING rfrfr� VYV)VI UUHHEU I I KUNK ANWHINU TRIANGULAR BOARD FENCE LANDSCAPING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME SIZE TYPE QTY AREA OF CANOPY PER PLANT TOTAL AREA OF CANOPY CC CERCIS CANADENSIS EASTERN REDBUD 5' ORN. 4 124 496 CF COIRNUS FLORIDA FLOWERING DOGWOOD 5' ORN. 4 124 496 IG ILEX GLABRA'COMPACTA' INKBERRY HOLLY 2' SHRUB 6 16 96 IC ILEX CRENATA COMPACT JAP. HOLLY 2' SHRUB 10 16 160 IA ILEX X A,TTENUATA TOSTERI' FOSTER HOLLY 2' SHRUB 6 16 96 1344 CANOPY CALCULATIONS PRE -DEVELOPMENT CANOPY = 29,470 SF (46.33%) REQUIRED CANOPY: 10% OF 63,597 SF (1.46 ACRES) 6,359.76 SF POST DEVELOPMENT CANOPY = 15,759 SF (24.78%) INTERIOR LANDSCAPING AREA (.05% OF PAVED PARKING & VEHICULAR CIRCULATION AREA [23391.4 sf]) REQUIRED = 1.169.5 sf INTERIOR LANDSCAPING AREA PROVIDED= 1344 sf n i-) PARKING LOT SCHED. LUMINAIRE SCALE: N.T.S. LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts LITHONIA KAD AREA LIGHT WITH HIGH ONE 400-WATT CLEAR ❑ OC 2 400M SR4SC PERFORMANCE SR4SC ED-28 METAL HALIDE, It19477.ies 32000 1.00 462 Ell OPTICS, CLEAR FLAT HORIZONTAL POSITION. GLASS. FULL CUT-OFF STATISTICS Description Symbol Avg Max Min May/Min Avg/Min MT. CALVERY BAPTIST CHURCH 0.6 fc 6.9 fc 0.0 fc N / A N / A PROPERTY (LINE 0.0 fc 0.4 fc 0.0 fc N / A N / A LUMINAIRE LOCATIONS No. Label X Location Y Z MH Orientation Tilt 1 OC 148.2 217.2 20.0 20.0 88.0 0.0 2 OC 127.5 337.5 20.0 20.0 37.5 0.0 SURFACE SCHEDULE Reflectances Name Front Back MOUNT CALVERY 10% 10% BAPTIST CHURCH n^I IAIn JCR , TE EDGE OF PARKING PAVING FTG. BELOW GALV STEEL GUARDRAIL EDGE OF I SUPPORTS CONC. 1 6" CURB-\ 5'-0 ' 1 '-6" 9" . I......... f _ ........... SLOPE DN 92 4" I 'G 10 _..1. W YELLOW -_PROPERTY LINE BELOW - WALL 9" MAX. FROM 4"0 STD. STL. PIPE PROPERTY LINE FILL W/CONC. C RET-WALL PARTIAL PLAN, TYP o,3PARKING SCALE: 1 /4" = V-0" VEL WITH PAVING • p CONC. FTG. .a a a 20 -..- ROUND n c GUARD POST DETAIL VO SCALE:1/2"=1'-0" 6"X8" PT CONT. WD RAIL (4) $' O X 12" GALV. ANCHOR BOLTS -2" PROJECTION) (2)-#5 TOP CONT. #4@ 12" OC EA WAY #5 CONT.-- .......... SCHED PARKING PAVING FILTER FABRIC NOTE: CONC. 3,500 PSI, 6% AIR ENTRAINED, 4" MAX. SLUMP. MAINTAIN 2" CLEAR AT TOP AND SIDE REINF. BARS. 3" CLEAR AT BOT. BARS. LIGHT BROOM FINISH CONC. W 6X9 @ 6-0" -C GALV. Cam! #4@12" OC °' #5 CONT. #57 STONE NOM. 8"xl2" ROCKWOOD 12" HEIGH(H' RET. WALL UNITS VARIES INSTALLED PER MFG RECOMMENDATIONS PROPERTY LINE STONE FILL GEOGRID REIF. @ 2'-0" OC VERTT� CONT. 4" I V'�/'�����-'-STONE OR CONC. FND CRS. AS RECOMMENDED BY WALL MFG. DRAIN) n A TYP. PARKING @ RET WALL SECT - U 't SCALE: 1 /4" = 1'-0" SANDERS ARCHITECTURE PC 16125 RACCOON FORD RD CULPEPER, VIRGINIA 22701 (v)540-829-2590 (f)540-829-2591 i U tt= U 0 F-- 0- G CN U co a Q .! Ce O!f L o Z ®l DEX A. SANDERS Lie. No. 8814 R EVISION S. # I (10/ 15/07). RE: „1, 0/02/07 #2„(08-15 08)„ RE 06/30/08 #3 j09-23-08) RE: 09/22/08 DRAWN: ................................. CHECKED: