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Home My WebLink AboutSDP201300023 Plan - Approved 2013-04-09GENERAL CONSTRUCTION NOTES: n' 1) PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT —OF —WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA J DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT REFLECT -G � p THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. _ � ' _ �AN B U I LD IN 2) ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT I Z 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 RRS CLEARING, GRADING OR OTHER CONSTRUCTION. 4) ALL SLOPES A DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. A 5) THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL* VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. G 6) PAVED, RIP —RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER OG TO STABILIZED A DRAINAGE CHANNEL. 7) ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR D' UNIFORM TRAFFIC CONTROL DEVICES. 8) UNLESS OTHERWISE NOTED ALL CONCRETE PIPE INSTALLATION SHALL BE REINFORCED ALBEMARL 'A 0 UNTY VIRG-71NIA A CONCRETE PIPE — CLASS III. 9) ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY l(`/i(�/' WITH OSHA � ?y STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) 9 SITE PLAN NOTES �n ^ 1) ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA LOCATION MAP: 1 " =1 ,000' DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. SITE OA7A 2) CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND DEVELOPER /APPLICANT CARTER MYERS AUTOMOTIVE Notify OWNERAND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL C/O PETER BORCHES CARTER MYERS AUTOMOTIVE FIELD CONDITIONS AND APPROVED PLAN. 100 MYERS DRIVE APPLICANTS NAME: 3) EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN CHARLOTTESVILLE, VA 22901 SHALL BE ADJUSTED OR RECONSTRUCTED AS NECESSARY. TO MATCH FINISHED PHONE: (434) 220 -8815 SPECIAL USE PERMIT: 2011 -018 (APPROVED 01/11/2012) GRADES. FAX: (434) 220 -8813 4) ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND E —MAIL: pborches®cmecars.com ZONING: 2011 -95 (APPROVED 10/17/2011). MAINTAINED. ENGINEER TOWNES SITE ENGINEERING 5) ALL INTERNAL WALKWAYS OUTSIDE OF RAN UNLESS OTHERWISE NOTED ARE TO BE C/O BRIAN C. MITCHELL, P.E. ARB: ZMA 94 -23 PRIVATELY OWNED AND MAINTAINED. 9850 LORI ROAD, SUITE 201 6) EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED CHESTERFIELD, VA 23832 IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. PHONE: (804) 748 -9011 7) ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY FAX: (804) 748 -2590 CODES. E —MAIL BMITCHELL®CCTOWNES.COM ALBEMARLE COUNTY DEPARTMENT APPROVAL: 8) ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. SOURCE OF TOPOGRAPHY BOUNDARY & TOPOGRAPHY SURVEY PERFORMED 9) SIDEWALKS ADJACENT TO TRAVEL WAYS ARE 5 FEET WIDE UNLESS OTHERWISE NOTED. BY MIKE ESTES, LS #1870 OF TOWNES SITE ENGINEERING APPROVALS DA E 10) ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED DATED AUGUST 1, 2011 ACCORDING TO BOCA NATIONAL PLUMBING CODE. HORIZONTAL DATUM: NAD83 11) CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR DEPARTMENT OF COMMUNITY DEVELOPMENT CONSISTENCY AND IF CONFLICT EXISTS CONTACT ENGINEER FOR CLARIFICATION MAGISTERAL DISTRICT RIO AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT TAX MAP /PARCEL 04500 -00 -00 -09480 (PART OF) PLANNING/ZONING HISMER OWN RISK. 12) SOLID WASTE WILL BE COLLECTED IN INDIVIDUAL UNIT CONTAINERS AND PICKED UP IBY ZONING HIGHWAY COMMERCIAL ENGINEER PRIVATE SERVICE. ARB APPROVAL # TO BE DETERMINED RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER &. SANITARYSEWER NOTES PARKING REQUIREMENT 1 SPACE PER 1500 SF OF DISPLAY AREA —> 3393 SF : 2 SPACES INSPECTION MARCH 2008 1 SPACE PER EMPLOYEE —> 30 EMPLOYEES : 30 SPACES 1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST 2 SPACES PER EACH SERVICE STALL —> 13 STALLS : 26 SPACES ARB VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS. AS 2 HANDICAP SPACES ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15. 1998 PARKING PROVIDED DISPLAY AREA SPACES: 30 SPACES DEPARTMENT OF,.FIRE &RESCUE EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. EMPLOYEES SPACES: 30 SPACES 2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED '' _ - SERVICE SPACES: 26 SPACES BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH TOTAL SPACES: 86 SPACES ALBEMARLE COUNTY SERVICE AUTHORITY RWSA IS REQUIRED PRIOR TO THE START OF WORK. 2 HANDICAP SPACES 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY ( 811. NOTE DISPLAY AREA SPACES ARE THE ONLY SELF PARKING SPACES. 4) RWSA ENGINEER (JEREMY LYNN AT (434) 977 -4511) MUST BE NOTIFIED THREE BUSINESS EMPLOYEE & SERWCE AREA SPACES ARE DROP OFF THE RETAINING WALL BLOCK SHOWN ON THIS PLAN SHAU.BE IN 'Il'HE VIRGINIA DEPARTMENT OF TRANSPORTATION DAYS PRIOR TO THE START OF CONSTRUCTION. STURCTURE HEIGHT 28' MAXIMUM TAN - BROWN COLOR RANGE. THE FINAL BLOCK COLOR AND 5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE -INS TO MANUFACTURER SI- IAILI3E SUBMITT FOR FINALAPPROVALAS HEALTH DEPARTMENT THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE EXISTING USES AUTOMOTIVE SALES & SERVICE PRESENCE OF RWSA STAFF, NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES (ON PARTOFTHE RETAINING WALLPMIT APPLICATION WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. PROPOSED USES AUTOMOTIVE SALES &SERVICE FR 6) FOR SANITARY SEWER LINE CONSTRUCTION' RWSA MAY REQUIRE BY PASS PUMPING MAX # OF EMPLOYEES FOR TIE -INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE PER SHIFT 30f . TESTED PRIOR TO CONNECTING TO THE SYSTEM. TOTAL SITE ACREAGE 10.84 AC WATER QUAIITYREQUIREMENTS FORTHIS PROJECT ARE TO BESATISFIED BY 7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS' FROM DATAAVAILAIBLE A PROPOSED FILTERRA OR THROUGH THE PURCHACE OF NUTRIENT OFFSETS AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT THE PROJECT AREA ACREAGE 2.00 AC AS AUTHORIZED UNDER VA CODE 10.1 - 603.8:1. IFOFFSETS AREUTIUZED TLS'. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION. SIZE APPLICANT WIILPROVLDE APPLICABLE CERTIFICATES TO ALBEMARLE COUNTY AND DEPTH OF ALL EXISTING UTILITIES. BOTH SURFACE AND SUBSURFACE. THE PROJECT IMPERVIOUS AREA 1.65 AC FOR PROOF OF PURCHASE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES INCREASE FROM EXISTING BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE IMPERVIOUS AREA 0.13 AC DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMIES. WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL RESERVIOR WATERSHED SOUTH FORK RIVANNA (BELOW RESERVOIR) FEMA MAP 51003CO278D / DATED FEB. 4, 2005 / ZONE 'X CRITICAL SLOPES KOOW whan below. AREAS ACRES TOTAL SIZE 10.84 ACRES COW=yo 1 0.67 1 6 OF SITE INDEX TO SHEETS CRITICAL SLOPES DISTURBED 0.06 9% OF CRITICAL SLOPES MISS UTILITY DESIGN TICKET #A117501445 -00A LATEST SHEET # REVISION DATE CONTENTS OF SHEET CONTRACTOR SHALL CALL MISS UTILITY AT 811 C — 1 03108113 COVER SHEET PRIOR TO THE START OF CONSTRUCTION C — 2 02113/12 NOTES AND DETAILS C — 3 04127112 NOTES AND DETAILS i1) LEGEND C — 4 02113/12 BOUNDARY AND EXISTING CONDITIONS 1 C — 5 03108113 DEMOLITION PLAN ROAD AND DRAINAGE SEWER EROSION CONTROL C — 6 03/08/13 SITE LAYOUT AND UTILITY PLAN I I SS EXISTING SANITARY SEWER EROSION CONTROL DEVICES AS PER VIRGINIA Q - 7 03/08/i3 GRADING PLAN II EROSION AND SEDIMENT CONTROL HANDBOOK - Jr CULVERT '.STORM SEWER (WITH STRU C1URE NOJ ------ SS-- STD. & SPEC. C - H 0310811 3 DRAINAGE PLAN. PROPOSED SANITARY SEWER C - 9 03/08113 EROSION CONTORL PLAN EXISTING CULVERT OR STORM SEWER PIPE T T SANITARY SEWER SERVICE CE ® TEMPORAIRY PAVED �i 1i ( ~ CONNECTIONS 3.02 CONSTRUCTION ENTRANCE ') �� ❑�0 C - 10 02113112 EROSION CONTROL DETAILS DROP INLET & STRUCTURE NO. a (§0500,00 MANHOLE N LOCATION OR 3 . SILT FENCE C — 11 03/08173- PROFILES O PROPOSED MANHOLE IP C — 12 02113112 WATER QUALITY COMPLIANCE PLAN INLET PROTECTION p EXISTING MANHOLE WATER 3.07 C — 13 03108113 WATER QUALITY COMPLIANCE PLAN --- -W - - -- EXISTING WATERLINE awn STONE DIVERSION DIKE L / / 1 03 08 13 LANDSCAPE PLAN 1--► - - —W— PROPOSED WATERLINE PAVED DITCH 3'II LT - 1 03108113 CONCEPTUAL LIGHTING PLAN - - - -- - - - - -- 1 " JUTE MESH OR SODDED DITCH T t SERVICE D ERLIN LIMITS CF DISTURBANCE - �- - -�- EARTH DITCH - GRASS LINED GATE VALVE �F 6' CHAIN LINK CONSTRUCTION FENCE �.. - -- 100 - -- EXISTING CONTOUR FIRE HYDRANT ASSEMBLY —lee -- PROPOSED CONTOUR TEE OR TAPPING SLEEVE I HEREBY CERTIFY THAT THE LOT LINES, LOT NUMBERS, BLOCK This drawing and the design shown is NUMBERS (LETTERS) AND STREET NAMES ARE IDENTICAL TO THOSE the property of Townes Site Engineering z Ioo.ao EXISTING SPOT ELEVATIONS CROSS SHOWN ON THE OFFICIAL RECORDED PLAT AND NO CHANGES WILL the reproduction, copying, or other . uo0o PROPOSED SPOT ELEVATIONS BLIND CAP BE MADE PRIOR TO APPROVAL FROM THE UTILITY DEPARTMENT. use of this drawing without their (T /C - TOP OF CURB) IF ANY CHANGES ARE APPROVED, REVISED WATER AND /OR SEWER written consent is prohibited and BENCH MARK &REFERENCE NC. REDUCER PLANS WILL BE SUBMITTED WITHIN 48 rFI�URS AF APPROVAL.. any infringement will be subject to legal action. ® VDOT STANDARD STOP SIGN BORE CROSSING " © 2013 PROJECT ENGINEER Townes Site Engineering Z o CO cq �'� V CO YJ O � CW ''I .� 'O r'w V � � O Z ti d O d � W L N � q O A P- �� O G'P U Y BRIAN C. MITCHELL Llc, No. 035724 03/08/13 FfS /ONAUEN �I h E q� Q N REVISIONS N.T.S. BRIAN C. MITCHELL, P.E. C -1 ns x ow ° rosT � �:�K � — • Nmma m� sa`"0t1. & PLAN I I a� sv P Pear Nc N I I I DETAIL A Tus EEE brr L T." a..xeaaa r -. I I a m aa�sa I ar oErxE I I _d ELEVATION I I I I v \ n�z Ia DETAIL µ=Vi ua riil [4 °w.rPV.s � I I _ SOIL PLATE _ am Xm. ae ANCHOR CABLE SWAGE CONNECTION TO THREADED STUD SHORT WOODEN POST A rr q ML M ��o " s • irk[ BEARING PLATE ze STEEL FOUNDATION TUBE e e e A-a aPm ra, %• Pa.aeA �"« ,AE°a" -_ _ __ _.__ _ _ TRAILING END TERMINAL TREATMENT ox vpn p AsPNAT EprEea CONSTRUCTION J084T DETAIL arvavE. rwsx. asPxKt wvEas. 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E DATE 05/06111 C.N. NO 121245 ncanwa wax xousTmPS UmrtEO+asa4 xasnua pnve +m,u ss ou+Pm " °spsnsseRO s5sva 1/4' ti FRAME 12' ESEE ZURN q V1 z27 nEraa) 4' 2 ' d 12,5' 4000 PSI a I CONCRETE V 24.5' CONCRETE TRENCH DRAIN DETAIL N.T.S. 0 0 u� I co v � Z 0M(0 III �Ww Z +-1 Q V O O ab� W " FI P. Cb O a ti� a` W m , N ai p O 4 a "'LTH OF ` BRIAN C. TCHELL ILIc. No. 035724 03/08/13 OFF SSIONALE� GA ti q rr VV� ^ �JJ � �h O � q V1 V REVISIONS DATE ITEM 02113112 PER COMMENTS 03 08 13 PER BLDG REV DATE 09/12/11 SCALE N"T.S. PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD.# 20110240 SHEET J/ C -2 FRAME . COVER D. '-I 18" MIN. (SEE -OE) REST SURFACE OR NON -PAVED A SLOPED AREAS yy , - S 1 - 0' MA %1 - O' MA% MWS f 2 O 3000 AS CONC. BASE BENCH SLOPED TO FLOW RUBB COATED STEEL T 5 CAST IN PLAC \, F 3' -0' MIN ,/ CHANNEL 1/4' I I' MIN RE FOA ED PRE C CONCRETE SECTIONS t (C) CLEARANCE "t\ BRANCH MUM :EL„ .DIFFERENCE ACROSS MH.5' 4' 12 -0" FROM INLET TO OUTLET 2 v Q 1p SHALL BE 0.20 FEET. 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S -I -S A a � � E ._ GAJ C� S� O z — � M A m N n O O TYPICAL MANHOLE FRAME & COVER o'tar. a aN' w carve emu xa sou' ooncREre eLOCUS esurex wi/nR s l" DOGH DILP MANHOLC OASC NAU IA a , m ' A en Ra i AE s t A N, Ad m cmvn a seavicc FOUNDATION SECTION VIEW z ANO COMPACTED, AND BT ES 0.£MOVFD OP A4 BEDDING OF�NO. 66 ,:.me.+xx�.. u®a'e.: a.E �wr Nam KD O"« .. ..... 1 FLOW TO O SHELF E STING INVERT OWER HAa OFw HE EXRSTING POP siorvE s , .... d NOTES. PPE SHALL BC INSTALLED ON A MIDENNM s• OW BmoNG OF No on ST.r POUR TO THE ExI HE PIPE. ` sA w... 3. CUT AND REMOVE THE TD HALF E PIPE TO WITHIN fi" DF THE MANHOLE A WALLS AFTER THE HE INVERT AND SHELF HAVE ACCORD NC • WITH THESE BEEN ILLY TESTED IN TYPICAL SEWER PIP TYPICAL MANHOLE BASE INSTALLATION IN TRENC SHOMNO "DOGHOUSE" INSTALLATION FlGN5-1-A1 FIG. S -3 "B" 2/.(.012 Press By I. e, RAIW ( Ii I Hydramt M 41: 1D959 FIar Hyd mIn G: 1.1004 na na le vA zewt 1 ant ° Flan,HydoantIll - FIRE HYDRANT FLORRITESTREPORL Hate & T 2/112012, Wednesday, I1 00 VAd MaW slat: 8 La 5o My-, D( Press a Hyd m t 10960 Fil—HydrNAIDEGI SIaN Pr 63 Taef Idw 93 VA):. RLSrd IP NF re: 54 PlfmtY dc #3. Orifn Shop #d' 6 th Flow Hyd tID #1: 10959 Teeth #1RGR) T089 LeoPml M, Nr Mgltiple Rydando III DSpCd SyMEN) Pitalk #1. 42 mania, afThaW 5 OFifince Sh pa #I: S moth. Tend Flea, D g T [(gp ) 2151 Eatindated C Iha (gal) 10756 VIER,HIRDAHII 11004 AWWAQ CIfloadmion, (p ). Tnsufhoient Pressure Drop Par Cdculatio, TEEP CIGI ) 1062 Pil tP #7 40 CarnmonEd a er¢d ey IF Onfa Sh iFl SPA-1, (All test d hxl ng2 5d )' S tl t I ih @rut p Ifl d) Op nin, C,,frI SnInoth = I vy O Ml R d Squ re 0.77 Op H d P pe= 1.1 (pRVALI fl i vial, AdT on m%PIIAA1WRE,, fl icstohnacl'mlama http lhvw..poWudw ter wm /pdf /PdF.y+ b manu®I,"B ChANPpdD I � � u o w6 8 = u RIOR AInO 9 (A LJ IC) SS MIN. I DOUBLE CHECK ASSEMBLY AND VAULT III xcm canoe 111PLE 1A111 e ry I —IP 111T I.1 TYPICAL GATE VALV LATER CONNECTION NOT No EEP E Poi RTMANn AL- i CP ; 1 M CEEP I u ) I F n r�unuxva e[ HN I Ear u THAI; HAVE A nNMUN EWER z FINI.aHED GPWNDJ MAPXER MAw 'IN SECTIO IT -� €RAC 1 F �� M LAN 1[s e SEWER SERVICE LATERAL CONNECTION w, TS COVER LET NOTCH I �. � 2 3Ja" CSGT 11. UP iB METER BDX tiry,IR 1Y^' / s ExTENSON 6' PIPET 2 PLACES { 7 NO (1) FR raDGH RGAa M1111 A 1-1/0 DIAMETER HOLE IS REWIRED IN i3HE I.E. TYPICAL METER BOXES ( 5/8 " - 1' METERS) RTS HG. J BE PIPE -A — J( C u.. > K N. By NO P NG ONE � A M PER N NG A MUNDATWN (SHALL BE TYPICAL SERVICE LATERAL IN U, w -6 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Q dde., ABIIU E P^'"' INOIAI BACKFIL AS FRDAN. ' T T aWBAC A ON —TA 1 z rm In AE ONE STABLE LrE $ E� UTiO. T LL STO 5 T Q 340 T PE P R O VIDE G ANO ELEVATION THEN sI cT THE wn R a O IDE A V Bmow PART ALL 1111EFI OFFL H y GaAs IF 9I711 PANT TEEx a FOUNDATION IN POOR SOIL UNDER -CUT CONDITION RE D Ns eLE Acxm rvo IA F INr1lAL e n V <' (4' VSO SttIN all F. T D B No I AIR a 1O PA a54NAL� cI— m EI' tans a'.. PROVED S L E :v LES —1 nE 11 a Aamma AL ea — s a0 E L a o2N (ABLE BaL aR , n � 7T NOTE iROWG STEEL OR NOTE 1 NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. INCIZRd 2 NO ROCKS LARGER THAN 6' IN ANY DIMENSICN SHALL BE ALLOWED ° L9RGER ere O cL Aao ABOVE THE INITIAL BACKFILL 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN b' LIFTS, CHART FOR UPPER SECTIO 4.N0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL HE AL UARRI VERTICAL BLOCKING �� WDP m FaEF GENiEa of eLOCLLSxcH R F IN THE TREN SH. iANnAR'sa 111 A57NE RO aL ax' E xran a eE PuxPem'RV. a[ 5, BELL HOLES HALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATE CONCRETE BLOCKING FOR TYPICAL FIRE HYDRANT ASSEMBLY DETA PIPE INSTALLATION & BEDDIN UPPER VERTICAL BENDS PIG W IN -7 TO x FlC IV-3A FOR ALL BEND FOR TEE OR WYE`fTTTING L SECTION 1 - SKTiON 2 - Se a l ET) (F O .t 11- G ENDI INP a,l mx sr nm CONCRETE THRUST BLOCKS Fire Flow Estiamate Form P.Pneficial File code Method of Calculating. the NFF (Needed Fire Flmx REPineei: T Site Engineering, PC Data 25rixn - 12 18" MIN. UNK -SEAL MWS 0 IO 1.-3" (A) ( B ) t (C) CLEARANCE 20395.. Total Area of GET FI L dfng basements IT) O Total B,Ildi,g .A Bq Feet REINFORCED 12" Mmt 1 ppy ulding,a Rrereaicn —Ated FlREWALL - CONCRETE Ir nauan N_ MIN. Io) EX1 WAITING e'v /i %M �i�ARS) Area I, Square Fact B twreen FIRE WALL on Either SO, 12' MIN. Req d F re FI fr 1 t mat 1 Ed, Cad Table 8105.1 PLAN Fire Flow Duation'n Houne ind n Imemafimnal Ere Code -Table 6105.1 E �Ix� A .o- (c) amace mw .wo >w�i III t/ m rsA'm x si. 9 a µ mu Ea m ANT, (0 uR�.A _ wAmt rAaE . ( - a A ". x a n (A P aavLOw P blic 2 i�mis (') i�xPoi (c) m Nmi� (R) NGE 1B '- 48 o'tar. a aN' w carve emu xa sou' ooncREre eLOCUS esurex wi/nR s l" DOGH DILP MANHOLC OASC NAU IA a , m ' A en Ra i AE s t A N, Ad m cmvn a seavicc FOUNDATION SECTION VIEW z ANO COMPACTED, AND BT ES 0.£MOVFD OP A4 BEDDING OF�NO. 66 ,:.me.+xx�.. u®a'e.: a.E �wr Nam KD O"« .. ..... 1 FLOW TO O SHELF E STING INVERT OWER HAa OFw HE EXRSTING POP siorvE s , .... d NOTES. PPE SHALL BC INSTALLED ON A MIDENNM s• OW BmoNG OF No on ST.r POUR TO THE ExI HE PIPE. ` sA w... 3. CUT AND REMOVE THE TD HALF E PIPE TO WITHIN fi" DF THE MANHOLE A WALLS AFTER THE HE INVERT AND SHELF HAVE ACCORD NC • WITH THESE BEEN ILLY TESTED IN TYPICAL SEWER PIP TYPICAL MANHOLE BASE INSTALLATION IN TRENC SHOMNO "DOGHOUSE" INSTALLATION FlGN5-1-A1 FIG. S -3 "B" 2/.(.012 Press By I. e, RAIW ( Ii I Hydramt M 41: 1D959 FIar Hyd mIn G: 1.1004 na na le vA zewt 1 ant ° Flan,HydoantIll - FIRE HYDRANT FLORRITESTREPORL Hate & T 2/112012, Wednesday, I1 00 VAd MaW slat: 8 La 5o My-, D( Press a Hyd m t 10960 Fil—HydrNAIDEGI SIaN Pr 63 Taef Idw 93 VA):. RLSrd IP NF re: 54 PlfmtY dc #3. Orifn Shop #d' 6 th Flow Hyd tID #1: 10959 Teeth #1RGR) T089 LeoPml M, Nr Mgltiple Rydando III DSpCd SyMEN) Pitalk #1. 42 mania, afThaW 5 OFifince Sh pa #I: S moth. Tend Flea, D g T [(gp ) 2151 Eatindated C Iha (gal) 10756 VIER,HIRDAHII 11004 AWWAQ CIfloadmion, (p ). Tnsufhoient Pressure Drop Par Cdculatio, TEEP CIGI ) 1062 Pil tP #7 40 CarnmonEd a er¢d ey IF Onfa Sh iFl SPA-1, (All test d hxl ng2 5d )' S tl t I ih @rut p Ifl d) Op nin, C,,frI SnInoth = I vy O Ml R d Squ re 0.77 Op H d P pe= 1.1 (pRVALI fl i vial, AdT on m%PIIAA1WRE,, fl icstohnacl'mlama http lhvw..poWudw ter wm /pdf /PdF.y+ b manu®I,"B ChANPpdD I � � u o w6 8 = u RIOR AInO 9 (A LJ IC) SS MIN. I DOUBLE CHECK ASSEMBLY AND VAULT III xcm canoe 111PLE 1A111 e ry I —IP 111T I.1 TYPICAL GATE VALV LATER CONNECTION NOT No EEP E Poi RTMANn AL- i CP ; 1 M CEEP I u ) I F n r�unuxva e[ HN I Ear u THAI; HAVE A nNMUN EWER z FINI.aHED GPWNDJ MAPXER MAw 'IN SECTIO IT -� €RAC 1 F �� M LAN 1[s e SEWER SERVICE LATERAL CONNECTION w, TS COVER LET NOTCH I �. � 2 3Ja" CSGT 11. UP iB METER BDX tiry,IR 1Y^' / s ExTENSON 6' PIPET 2 PLACES { 7 NO (1) FR raDGH RGAa M1111 A 1-1/0 DIAMETER HOLE IS REWIRED IN i3HE I.E. TYPICAL METER BOXES ( 5/8 " - 1' METERS) RTS HG. J BE PIPE -A — J( C u.. > K N. By NO P NG ONE � A M PER N NG A MUNDATWN (SHALL BE TYPICAL SERVICE LATERAL IN U, w -6 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Q dde., ABIIU E P^'"' INOIAI BACKFIL AS FRDAN. ' T T aWBAC A ON —TA 1 z rm In AE ONE STABLE LrE $ E� UTiO. T LL STO 5 T Q 340 T PE P R O VIDE G ANO ELEVATION THEN sI cT THE wn R a O IDE A V Bmow PART ALL 1111EFI OFFL H y GaAs IF 9I711 PANT TEEx a FOUNDATION IN POOR SOIL UNDER -CUT CONDITION RE D Ns eLE Acxm rvo IA F INr1lAL e n V <' (4' VSO SttIN all F. T D B No I AIR a 1O PA a54NAL� cI— m EI' tans a'.. PROVED S L E :v LES —1 nE 11 a Aamma AL ea — s a0 E L a o2N (ABLE BaL aR , n � 7T NOTE iROWG STEEL OR NOTE 1 NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. INCIZRd 2 NO ROCKS LARGER THAN 6' IN ANY DIMENSICN SHALL BE ALLOWED ° L9RGER ere O cL Aao ABOVE THE INITIAL BACKFILL 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN b' LIFTS, CHART FOR UPPER SECTIO 4.N0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL HE AL UARRI VERTICAL BLOCKING �� WDP m FaEF GENiEa of eLOCLLSxcH R F IN THE TREN SH. iANnAR'sa 111 A57NE RO aL ax' E xran a eE PuxPem'RV. a[ 5, BELL HOLES HALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATE CONCRETE BLOCKING FOR TYPICAL FIRE HYDRANT ASSEMBLY DETA PIPE INSTALLATION & BEDDIN UPPER VERTICAL BENDS PIG W IN -7 TO x FlC IV-3A FOR ALL BEND FOR TEE OR WYE`fTTTING L SECTION 1 - SKTiON 2 - Se a l ET) (F O .t 11- G ENDI INP a,l mx sr nm CONCRETE THRUST BLOCKS Fire Flow Estiamate Form P.Pneficial File code Method of Calculating. the NFF (Needed Fire Flmx REPineei: T Site Engineering, PC Data 25rixn - 12 F tune Valuel No. of P lect Name ad Add :Ni.... BUlding Caic By: MWS Type of C'natmcdoh .Based on 2000 EPA!,, of Me IPLEmallOn.I 8u11tling Code 35 Pat Gan ti bon Type HE N mberof5todee: 1 B.thtob Total Ground FE,, A lull g P. j t (Canopies, Loading Docks, Etc): 20395.. Total Area of GET FI L dfng basements Total B,Ildi,g .A Bq Feet 20% FIRE AREA CONSIDERED °D Mmt 1 ppy ulding,a Rrereaicn —Ated FlREWALL - tPpenmgc e h all INE, p - W AERB lefere To no Renehanaaa beln9 panddretl 0., I ,. INA 0 � y as �� p ne In" P ttimnc. l6'1a4f1 Fine RESUARM, Rating of FARE WALL .0 (Hours) Area I, Square Fact B twreen FIRE WALL on Either SO, 20395 Req d F re FI fr 1 t mat 1 Ed, Cad Table 8105.1 GOOD Fire Flow Duation'n Houne ind n Imemafimnal Ere Code -Table 6105.1 3 hours NEEDED PIRE PLOW (®aced on Total Adjusted Square Foot Area) V"f Automatic SpruIdoe(Y.e X No _) Reduction Factor 75( %max 75 %x(NFF) 3000 = 750 GPM NOTE: MINIMUM. REQUIRIED FIRE FLOW NOT LESS THAN IWO GPM TOTAL GPM: 1500 AT MINIMUM 20 PSI RESIDUAL PRESSURE FIRE HYDRANTS ANDSIPACING REQUIRED MINIMUM NUMBER OF FIRE HYDRANTS (IFC Table 0105,1) 1 AVERAGE SPACING SETNEEN FIRE HYDRANTS RED Table C105.1) 500 CERTIFY 1NAT THE ABOVE INFORMATION IS TRUE AND CORRECT. SIGNATURE: P E. (SIGNATUREREOUIRED) R to ante; 2000 Edition IntemW 1 Fire Cade, App ndu B C, and D Cotle a Chesterfield (199]) Section, 10 -1 103 and 147'a amended and adopted on 101MI03 by Chesterfield County Soard o SSIRE Mao, TaP vle,< B MNMU al MIMMUM swe we. d. Ile wtz x 14 {m a. sie) M'stu 4 n' T A a or as' apPro by th TYPICAL THRUST IBLOCK IN FILL AREA - DOMESTIC METER SIZING FCIRM me SDP2011OW60: Colonial FIRKIN 10— Site Plan A°mentlment I Type of USe Car Dealand p I I ASPHALT SURFACE SEE PAVEMENT DETAIL TRENCH BACKFILL — III III —III METERIAL BENEATH PAVE ➢ AREAS IS TO BE VDOT TYPE I SELECT Y y , MATERIAL URLEa III — III —I SUITABLE LOCAL _ _ MATERIAL IS APPROVED III I I I I V HYT H QTY FN M R AND TO TA TO 955 % THEC RETICAL III III DENSITY. MIN. 0.1' O o0p0 pooO0 TRENCH H MOTH 4' 06' IN ROCK) PER CITY SPECIFICATIONS (MINIMUM TRENCH WIDTH TO NOTE. CONTRACTOR MUST SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL IS PROPERLY DED. ESPECIALLY UNNDER ER THE HAUNCHES OF THE PIPE. TRENCH BEDDING & BACKFILL DETAIL FOR WATERLINE BENEATH PAVEMENT AREAS ( NO SCALE ) ASPHALT SURFACE-SEE PAVEMENT DETAIL TRENCH BACKFILL —ICI — I I COMPACTION PER MATERIAL BENEATH I I I I I ,I l I SPECIFICATIONS PAVED AREAS IS TO BE VDOT TYPE I SELECT 1' y , MATERIAL UNLESS- — _III —III —I ITASL B>�CA� HYT CtTY EN RD FR II =I II A IS TO HE TAMPED TO 95% THEORETICAL III III 1EN MIN. 01' o o po OpoopOp TRENCH H WIDTH; 4' (6' IN ROCK) PER CITY SPECIFICATIONS ODNIMUM TRENCH WIDTH TO NOTE, CONTRACTOR MUST SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL IS PROPERLY COMPACTED. ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. TRENCH BEDDING & BACKFILL DETAIL (FOR STORM .SEWER PIPE BENEATH PAVEMENT AREAS) NO SCALE ASPHALT SURFACE SEE PAVEMENT DETAIL — III — III —III � III —III =1 III — III =III D E MS] OP OF PIPE III = III =III ➢IAMETER1 S T OF PIPE REPLACE THE TYPE I TRENCH WIDTH T SELECT MATERIAL WITH 2lH 4' C6' PER CITY AGGREGATE BASE MATERIAL N ROCK) SPECIFICATIONS TAMPED TO 95% MAX. (NISOMUN TRENCH WIDTH TO THECRETICAL DENSITY. SUPPORT TRENCH BOX) NQI CONTRACTOR MUST NOTED SEWER LINE EXCAVATED TO ENSURE THAT THE BACKFILL BE TING M EXCESS OF 14 FEET IS PROPERLY COMPACTED. SHALL HAVE STONE BEDDING AND ESPECIALLY UNDER THE BACKFILL MATERIAL TO A MINIMUM HAUNCHES OF THE PIPE OF 12 INCHES AVDVE THE TOP OF PIPE. FORCE MAIN & BACKFILL DETAIL (FOR SEWER LINE BENEATH PAVEMENT AREAS) NO SCALE - I V v '� tl tsl(; - This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. 2013 Townes Site Engineering F tune Valuel No. of LO N I Fxture 35 Pat Fxtures - Value B.thtob D x W W .Bedpadp. n W h rs - 10 -- x °D Combledan Sink and Tay 3 0 � y as �� !. 13 cM De sal Unit 1 0 W 0 a� �-- Dri t L say (Drinkn,g F t C let 2 1 V"f P blic 2 x Kitchen Sink 1/2 11 C.ndaPtion 3 x 1 3 314 G act On 7 x - LaWtay - 3 /8"CEnn t n - 2 -- x - - - 1/2" Connection 4 x _ r Laundry Tay 1/2 Conne t _ 3 - x _ - 3/4" Connect an 7 PROJ.)JF Shower Head lSRSAA, Only) 4 x SHEET ) j' Serdce Sink - 112" cmnechon - -- 3 -- x _ - -3/4 " Connection 7 x = Urinal - Pedestal Flush Valle 35 11 - Wall Fl ,,h Iva 12 24 -T gh (2 Ft , U It) 2 Wash S k (EAoh Set fFaucetS) 4 x 6 24 Water GOaet Flush Valve 35 x tank Type 3 x 5 15 0STNEWhar-1/2'Con—tion 1 4 1 I -- N Connection 10 x W ashing Mach ine 1/2" C ct m - 5 x - II 314 "C ct on 12 - x I"Connaction 25 Hose CG n ct (Was Down) I/T _ 6 3/4' 10 I — l_ I Combined FlXlure Nalue TOM, t— I Malxlmum Demeotl 42 - I.. Maier Size In inches 1"W.M. ASPHALT SURFACE SEE PAVEMENT DETAIL TRENCH BACKFILL — III III —III METERIAL BENEATH PAVE ➢ AREAS IS TO BE VDOT TYPE I SELECT Y y , MATERIAL URLEa III — III —I SUITABLE LOCAL _ _ MATERIAL IS APPROVED III I I I I V HYT H QTY FN M R AND TO TA TO 955 % THEC RETICAL III III DENSITY. MIN. 0.1' O o0p0 pooO0 TRENCH H MOTH 4' 06' IN ROCK) PER CITY SPECIFICATIONS (MINIMUM TRENCH WIDTH TO NOTE. CONTRACTOR MUST SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL IS PROPERLY DED. ESPECIALLY UNNDER ER THE HAUNCHES OF THE PIPE. TRENCH BEDDING & BACKFILL DETAIL FOR WATERLINE BENEATH PAVEMENT AREAS ( NO SCALE ) ASPHALT SURFACE-SEE PAVEMENT DETAIL TRENCH BACKFILL —ICI — I I COMPACTION PER MATERIAL BENEATH I I I I I ,I l I SPECIFICATIONS PAVED AREAS IS TO BE VDOT TYPE I SELECT 1' y , MATERIAL UNLESS- — _III —III —I ITASL B>�CA� HYT CtTY EN RD FR II =I II A IS TO HE TAMPED TO 95% THEORETICAL III III 1EN MIN. 01' o o po OpoopOp TRENCH H WIDTH; 4' (6' IN ROCK) PER CITY SPECIFICATIONS ODNIMUM TRENCH WIDTH TO NOTE, CONTRACTOR MUST SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL IS PROPERLY COMPACTED. ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. TRENCH BEDDING & BACKFILL DETAIL (FOR STORM .SEWER PIPE BENEATH PAVEMENT AREAS) NO SCALE ASPHALT SURFACE SEE PAVEMENT DETAIL — III — III —III � III —III =1 III — III =III D E MS] OP OF PIPE III = III =III ➢IAMETER1 S T OF PIPE REPLACE THE TYPE I TRENCH WIDTH T SELECT MATERIAL WITH 2lH 4' C6' PER CITY AGGREGATE BASE MATERIAL N ROCK) SPECIFICATIONS TAMPED TO 95% MAX. (NISOMUN TRENCH WIDTH TO THECRETICAL DENSITY. SUPPORT TRENCH BOX) NQI CONTRACTOR MUST NOTED SEWER LINE EXCAVATED TO ENSURE THAT THE BACKFILL BE TING M EXCESS OF 14 FEET IS PROPERLY COMPACTED. SHALL HAVE STONE BEDDING AND ESPECIALLY UNDER THE BACKFILL MATERIAL TO A MINIMUM HAUNCHES OF THE PIPE OF 12 INCHES AVDVE THE TOP OF PIPE. FORCE MAIN & BACKFILL DETAIL (FOR SEWER LINE BENEATH PAVEMENT AREAS) NO SCALE - I V v '� tl tsl(; - This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. 2013 Townes Site Engineering a �EALTH OF L BRIAN C. M TCHELL Llc No. 035724 q 03/08/13 � 0 DO LO N I r V V CIO V Z � m fwrS W W C: Z °D M V �sJ 0 � y as �� !. 13 cM W .rl a ° 0 W 0 a� �-- 0 V"f ry 1;14 a �EALTH OF L BRIAN C. M TCHELL Llc No. 035724 q 03/08/13 � r V V r V REVISIONS DATE ITEM 02113112 PER COMMENTS 04127112 PER COMMENTS DATE SCALE N.T.S. PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.)JF 20110240 SHEET ) j' C -3 AQ = APPROXIMATE LOCATION OF KO = 30' SEWER AND VEPCO EASEMENT WATER EASEMENT D.B. 1236, PG. 457 D.B. 904, PG. 627 CENTRAL TELEPHONE © = 60'INGRESS/EGRESS COMPANY EASEMENT AND UTILITY D.B. 1241, PG. 624 EASEMENT ©= APPROXIMATE LOCATION OF D.B. 904, PG. 627 VEPCO EASEMENT = APPROXIMATE LOCATION D.B. 1236, PG. 447 OF 15' VEPCO EASEMENT CENTRAL TELEPHONE D.B. 957, PG 327 COMPANY EASEMENT D.B. 1247, PG 618 O Q= OF JO' VEPCO EASEMENT ©= DRAINAGE EASEMENT D.B. 1329, PG. 76 D.B. 1245, PG. 613 OO = APPROX IMATE CENTERLINE 0 = APPROXIMATE LOCA77ON LOCA77ON OF OF VARIABLE MOTH 15' CENTEL EASEMENT WATERLINE EASEMENT D.B. 1251, PG. 623 O.B. 1473, PG. 696 P = APPROXIMATE CENTERLINE O O = VEPCO EASEMENT LOCA77ON OF PRIVATE D.B. 414, PG. 69 ELECTRIC EASEMENT (WIDTH UNKNOWN) D.B. 234, PG. 564 FO = VEPCO EASEMENT WATER VALVE D.B. 416, . PG. 203 FIRE HYDRANT (WIDTH UNKNOWN) GQ = 20' SANITARY CLEANOUT SEWER EASEMENT SANITARY SEWER MANHOLE D.B. 1270, PG 681 Q = 10' TEMPORARY GAS METER CONSTRUCTION EASEMENT POWER POLE D.B. 1270, PG. 381 O = 20' DRAINAGE EASEMENT GUY POLE D.B. 1329, PG. 91 Q= 15' DRAINAGE EASEMENT TELEPHONE PEDESTAL D.B. 1473, PG. 547 ELECTRICAL BOX ® MAIL BOX 0 DRAINAGE MANHOLE i DROP INLET GRATE 7 'PARI<SIDE 1, LLC 111`11'1 1 OF PARKING SPACES ' ID. 04500-00-00- FIBER OPTIC MARKER D.B. 3116, PG. 310 1 1 HEAT PUMP L6 ASPHALT N7458'36 "W CONCRETE VIA APPROXIMATE CENTERLINE LOCATION OF 15 \ - VEPCO EASEMENT cC9 r D.B. 1245, PG. 632 R OTI` xm 14A � \� \ \� \ \�� \,pq PG C 1 II t, rl.r PIPE VNE f FD. t�.\, _FASEMENEWGREEMMM THAT MAY AFFECT SUBJECT PROPERTY - WATER LINE EASEMENT D.B. 601, PG. 251 - VIRGINIA PUBLIC SERVICE COMPANY EASEMENT D.B. 211 PG. 37 - VEPCO EASEMENT D.B. 364, PG. 300 - VIRGINIA TELEPHONE AND TELEGRAPH COMPANY D.B. 365, PG 183 - WATER AND SEWER AGREEMENT O.B. 645, PG. 195 C .'•'A � oamcdt aa� APPROXIMATE CENTERLINE LOCATION OF 20' WATER AND SEWER EASEMENT D.B. 1067, PG. 396 �� / z \ � 1 _�_. 'y '. N s ^ § %��w -♦ �.�� j '. , �� h' __ __ �` 0 \ i ELECT Bo � 1 A% 1 4 1.11 r ✓ /'! \ \^._ / /' -5ip5 '�• •� . �� _ -k - T RAILER n . t' 1�S`,• G �` r'L��` - ` - .�J _....` PARCEL - - 1v ED ACCESS PROPERTIES, LC PARCEL /D: 04500 -00-00 -14900 D.B. 3761, PG. 189 EASEMENTS /AGREEMENTS THAT DO NOT AFFECT SUBJECT PROPER7 - JOINT ACCESS EASEMENT D.B. 656 PG. 309 - CERTIFICATE OF PLAT D.B. 1005, PG. 224 - STORM WATER DRAINAGE EASEMENT D.B. 1028 PG. 133 - TELEPHONE EASEMENT D.B. 1028, PG. 607 - SANITARY SEWER AND WATER EASEMENT D.B. 1051, PG. 213 - SANITARY SEWER AND WATER EASEMENT D.B. 1067, PG. 396 - VEPCO EASEMENT D.B. 1072, PG. 548 - CERTIFICATE OF PLAT D.B. 1132, PG. 155 - CERT7FTCA7E OF PLAT D.B. 1139, PG. 127 - STORM WATER DRAINAGE EASEMENT D.B. 1140, PG. 592 - CERTIFCATE OF PLAT D.B. 1152, PG. 538 - CER77FICATE OF PLAT D.B. 1164, PG. 376 - VEPCO EASEMENT D.B. 1173, PG. 510 - GAS LINE EASEMENT D.B. 1199, PG. 113 - CER77FICATE OF PLAT D.B. 1210, PG. 165 - CENTRAL TELEPHONE COMPANY OF VIRGINIA D.B. 1258, PG. 338 - VEPCO EASEMENT D.B: 1259, PG. 215 - DRAINAGE EASEMENT D.B. 1278, PG. 617 - WATER LINE EASEMENT D.B. 1433, PG. 755 - DECLARA77ON OF EASEMENTS D.B. 3116, PG. 294 - DEED OF DEDICA77ON LEGEND In WATER VALVE pS FIRE HYDRANT p0 WATER METER LOCA 77ON OF 20' SEWER EASEMENT D.8 1D67, PG. 395 WATERLINE EASEMENT D.B. 1D15, PO 362 J CLEANOUT ® SANITARY SEWER MANHOLE ® WATERLINE MANHOLE p GAS METER -! D W1RE$,J _ POWER POLE {f LIGHT POLE A GUY POLE D.B. 3815, PG. 111 "'�_ "\ SIGN ® TELEPHONE PEDESTAL ® ELECTRICAL BOX ® MAIL BOX 0 DRAINAGE MANHOLE i DROP INLET GRATE Q9 1 OF PARKING SPACES 13 FIBER OPTIC MARKER HP HEAT PUMP L6 ASPHALT N7458'36 "W CONCRETE VIA NO PARKING ZONE F 9 (/5,32 S0. T. J -%_` _\ t ^k3�_L ____`;_�__- -_'_ ,l \`�_ ______ _ __ -_ __ __. _____ -•�- AUTO. LLC - -- / 10: 0450000-00-101 D.B. 2130, PG. 30 GREEN, CLARENCE WILLIAM © PARCEL ID: 04500 -DO -00 -10030 �•W W.B. 123, PG. 395 ' AUTO, LC PARCEL ID.. 04500 -00-00 -10000 DINH, TON R.B. 2130, PG. 30 04500- 00- 00 -IODCO G) N, JOHN THOMAS ESTATE 3651, PG. 62 PARCEL ID: 04500- 00- 00 -IOOAO W.B. 109, PG. 185 OVERHANG EXISDNG BUILDING PARCEL 1 CMA PROPER7ES INC. PARCEL ID: 04500 -00-00 -09480 D.B. 1464 PG 169 1100 MYERS DRIVE 10.84 ACRES (471,983 S0. FT.) Y - _ -- LINE TABLE D.B. 3665, PG. 198 - WATER LINE EASEMENT D.B. J665, 3665, PG. 204 CURVE TABLE APPROXIMATE CENTERLINE APPROXIMATE CENTERLINE LOCA7TON OF 20' WATER ANQ-' LENGTH - DEED OF EASEMENT AND ASSIGNMENT D.B. 3665, PG. 214 - WATER LINE EASEMENT D.B. 3665, PG. 222 CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT LOCA 77ON OF 20' SEWER EASEMENT D.8 1D67, PG. 395 WATERLINE EASEMENT D.B. 1D15, PO 362 J 26.11' - CER77FCATE OF PLAT D.B. 3615, PG. 90 APPROXIMATE CENTERLINE LOCATION �_ -� I 667.60' - DECLARA77ON OF COVENANTS, RESERVATIONS AND EASEMENTS OF 30' VEPCO EASEMENT D.B. 1029, PG 54 -! D W1RE$,J _ 27.88' D.B. 3615, PG 97 - STORM DRAINAGE EASEMENT -- - AE I SCT RIO HILL, LLC ID, 04500- 00- 00 OVERNEA :.✓ - C2 D.B. 3815, PG. 111 "'�_ "\ PARCEL -094AO 188 II '76 D.8. 3295, PG 737 1 72.98' L3 64.49' l I E j -�� 5 - i •\ __ �' �\ pVERHE ',�_,- / e'" � l , � ! _.,- � /r �_ I i1 9 10' PARKING \ - ,, '' / '��' 92 ®. N7071'39 "W L6 EASEMENT D.B. 1465, PG 180 N7458'36 "W L7 17.96' N1237'46 E o- _ j1-- -'( F 9 (/5,32 S0. T. J -%_` _\ t ^k3�_L ____`;_�__- -_'_ ,l \`�_ ______ _ __ -_ __ __. _____ -•�- AUTO. LLC - -- / 10: 0450000-00-101 D.B. 2130, PG. 30 GREEN, CLARENCE WILLIAM © PARCEL ID: 04500 -DO -00 -10030 �•W W.B. 123, PG. 395 ' AUTO, LC PARCEL ID.. 04500 -00-00 -10000 DINH, TON R.B. 2130, PG. 30 04500- 00- 00 -IODCO G) N, JOHN THOMAS ESTATE 3651, PG. 62 PARCEL ID: 04500- 00- 00 -IOOAO W.B. 109, PG. 185 OVERHANG EXISDNG BUILDING PARCEL 1 CMA PROPER7ES INC. PARCEL ID: 04500 -00-00 -09480 D.B. 1464 PG 169 1100 MYERS DRIVE 10.84 ACRES (471,983 S0. FT.) Y - _ -- LINE TABLE 0 rn CURVE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT L1 26.11' N3479'04 E Cl 55.73' 667.60' 447'00" 55.72' N155225 E 27.88' L2 38.70' NOBVO'36 E C2 115.72' 1 74.91' 188 II '76 S334948"E 1 72.98' L3 64.49' N2340'09 'W I E j L4 51.36' S7576'14 "W I i1 9 15 13.24' N7071'39 "W L6 300' N7458'36 "W L7 17.96' N1237'46 E GRAPHIC SCALE o too ( IN FEET ) 1 inch = 50 ft. \ HOLOREN, PAUL T. OR N JEAN PARCEL 0, 045OG- 00- 00 -094CO D.B. 1122 PG. 374 i s w m EX1/SRNG o BUIILDING EXIST71NC BUILDING 1 1 10. /a _-zw '�1_ COUNTY OF ALBEMARLE _ __- /c' _ %- - - - --- --- --------- ;L1L- ___- - - - - -. �- f^C�PB.OXIMAIEJ1Jf✓�DOGI - PARCECTD- "045OTTa0 OD - 89�bf ( �b`i`� -- _ -- - -- c `OF VARIABLE 'MOTH �! ' - - -- `. O.H. 2325 PG. 230.27' - N6444'06W 1 , GRADING EASEMENT APPROXIMATE I `� � �.r LO A 10' DRAINAGE S \l - __ ---- _- __ - - - - -- NGE SEMENT ---------------- D.S. 1038, PG 54 _________________________ BEARWOOD PROPERTIES LLC AUTO, LC PARCEL ID. 04500 -00 -00 -10500 PARCEL ID: 04500 -00 -00 -10100 D.B. 1870, PG. 119 U.S. 2130, PG. 30 THIS SURVEY WAS MADE FOR THE PURPOSE OF IDENTIFYING LEGAL BOUNDARIES THIS SURVEY DOES NOT PURPORT TO IDENTIFY ENVIRONMENTAL FEATURES SUCH AS WETLANDS R ONMENTAL FEA T OR POLLUTANTS WHICH AN ENVIRONMENTAL ASSESSMENT WOULD IDENTIFY. NOTE THIS PROPERTY IS NOT WITHIN A FEMA DEFINED FLDDD PLAIN (FLOOD ZONE X) PANEL ND. 51003C 0278 D EFFECTIVE DATE FEBRUARY 4, 2005 SURVEY COMPLETED WITH THE BENEFIT OF A TITLE REPORT CASE #53036 -1 AND 53036 -2 `Z. 9 t7 W 16 �f I APPROXIMATE CENTERLINE 0 o I LOCATION OF 20' e II WATERLINE EASEMENT D.B. 1015, PG. 362 I 1 1� 1 0 rn J 11 r :- APPROXIMATE CENTERLINE I LOCATION OF WRGINIA PUBLIC SERVCE COMPANY EASEMENT d Ij I: D.B. 241, PG. 18 I Ii' / I Lim CrJ 'i / 1 ` I 1 / 4 11 I I �• I g •/ p� W dl d' 8 1 yl I Al Z MAINTENANCE D.B. 1297, PG 305 9 0 rn J 11 r :- APPROXIMATE CENTERLINE 8 P LOCATION OF WRGINIA PUBLIC SERVCE COMPANY EASEMENT C/) D.B. 241, PG. 18 I Ii' / t Lim CrJ 6) � 't PERMANENT DRAINAGE W EASEMENT FOR ACCESS & Z MAINTENANCE D.B. 1297, PG 305 O ~ �' O II '76 I .'y ry _ h 1 GUARD RAIL 1 ! o �-- I E j 20' SANITARY SEWER EASEMENT 9 U.S. 904, PG 627 I i1 9 O 9 ��EpLTH p 7 BRIANC.� TIC ELL Lic. No, 035724 03/08/13 FF SS /ONALfN�'� C " Q U W ti �i REVISIONS DATE ITEM 0211,3112 PER COMMENTS DATE 09/12/11 SCALE I = 60' PROJECT MANAGER BRIAN C. .ITC._, P.E. CHECKED BY PRO✓.# 20110240 SRIsET Al' C -4 0 rn C/) Z L Lim CrJ 6) � W � �� AQ W Z O ~ �' O Z °' I I .'y ry W I a ti10 O a o �-- N 0 0V� O a TIC ELL Lic. No, 035724 03/08/13 FF SS /ONALfN�'� C " Q U W ti �i REVISIONS DATE ITEM 0211,3112 PER COMMENTS DATE 09/12/11 SCALE I = 60' PROJECT MANAGER BRIAN C. .ITC._, P.E. CHECKED BY PRO✓.# 20110240 SRIsET Al' C -4 \ . ' --�---- ---- \ - it 11 PARCEL I PARCEL ID 04500-00 ROD MIERS DRIVE 1084 ACRES �YA IN MUM Al ... FTP A 6 / || Mi\�� ` ~-�--~ � \ ` ��! \ ` / / / / / / / / It it I fill W111111,1" / .. � / \ \ fit It 70-m Jill it 0 AW o *WD 11 ONG It It I (II 41 1 -LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR T0 FIELD VERIFY THE LOCATION AND ELEVATION OF THE WATER AND SEWER PRIOR TO ORDERING THE PROPOSED MANHOLES AND START OF CONSTRUCTION -CONTRACTOR TO SEE EROSION CONTROL SHEET & CONSTRUCTION NARRATIVE FOR SEQUENCE OF DEMOLITION ACTIVITIES -DARK LINES SHOWN ON THIS SHEET REPRESENT FEATURES TO BE DEMOLISHED TT Jo 1 0 TRACTOR TO AS SHOWN. It W E=77NG A, 1014 PG. 362 BUILDING EXISTING AF 490.00 11�AI ME IF 49a82 AS u 1�? 0 U 7 #�- �q a' 20 ' 6 WA TMUNE EASEMENT � | GRAPHIC SCALE o 11 ( IN FEET � 1 inch = 30 ft 1561e This drawing and the design shown is the property of Townes Site Engineer' 9 the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal @ 2013 Townes Site Engineering MW 1A � D.a 904, Pa 627 RAIL z (N�� m ~ � � ." 7 Z � REVISIONS M -LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR T0 FIELD VERIFY THE LOCATION AND ELEVATION OF THE WATER AND SEWER PRIOR TO ORDERING THE PROPOSED MANHOLES AND START OF CONSTRUCTION -CONTRACTOR TO SEE EROSION CONTROL SHEET & CONSTRUCTION NARRATIVE FOR SEQUENCE OF DEMOLITION ACTIVITIES -DARK LINES SHOWN ON THIS SHEET REPRESENT FEATURES TO BE DEMOLISHED TT Jo 1 0 TRACTOR TO AS SHOWN. It W E=77NG A, 1014 PG. 362 BUILDING EXISTING AF 490.00 11�AI ME IF 49a82 AS u 1�? 0 U 7 #�- �q a' 20 ' 6 WA TMUNE EASEMENT � | GRAPHIC SCALE o 11 ( IN FEET � 1 inch = 30 ft 1561e This drawing and the design shown is the property of Townes Site Engineer' 9 the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal @ 2013 Townes Site Engineering V-A OP BRIAN C. MTCHELL Lic. No, 035724 03/08 13 SIONAL In � C/)° rA z (N�� m ~ � � C: Z � REVISIONS M u 02113112 PER COMMEN TS ��.Z � - U] 0 co 0 O0 N V-A OP BRIAN C. MTCHELL Lic. No, 035724 03/08 13 SIONAL El rA REVISIONS DA TE 02113112 PER COMMEN TS OJIOBI13 PER BLDG REV DATE SCALE I—ECT MANAGER BRIAN C. MITCHELL, P.E.) C_7iii� BY r �v� } }jll�j�l�lll! II IIIIII I I I I ..^.� .= 'm .`4;?:= _-;«i, - �;' ,�. �t.:�o t o � w ems^: �`* �.� �> } I •'{ , \ �I c�i?z / �jj }Ii pl III }�4�}" }� I I I I } t I \ PARCEL 1 LOCATION OF EXISTING UTILITIES SHOWN ARE I I C I It tl CMA P PARCEL E$ INC. PARCEL 10: 1 \ I �/ APPVOXIMATE. CONTRACTOR TO FIELD VERIFY I l lt \71 I I I } I 0450 - 00 -00 -09480 I \ I THAI LOCATION AND ELEVATION OF THE WATER 1 1 11 I }} I 1 465, P b, ` ^' D.B. 0 1C 169 I \ I .... -... /. X10 M1'ERS DRIVE AND SEWER PRIOR TO ORDERING THE PROPOSED 10.84 c� \ " s / p ACRES , !': 5 D �� (471,983 SO. FT.. = >: \ 4 f MANHOLES AND START OF CONSTRUCTION N II} I4 I I I I \ \ Ex1snNG \ 1 i I rfl 1 \ } I 1 f} I rI I I I I I \\ Al e nu NC q 1 1 j t f - IiTT)I APPRII I C I y lI y J \ 6 � a _ _ _ I' FF3i r j I� �,{ rs: I a; Illij! I \I e I/� �, _... � I[L {y C n I I) } I i l I \$ EX SANITARY \ l A 4 a " { 1 ' 1 o I }I �I 11 I I I I I l t l SEF DETAIL Bf VERIFlED - - - ---A s NOTES: J. -._ °- °` - __ R °= 6 - _ { , 1 - MECHANICAL EQUIPMENT OR OTHER UTILITY HARDWARE TRANSItIOKFR °-- •__- s'D'INCVfss ESSJ 1 1 1 1 ON THE ROOF, GROUND, OR BUILDING SHALL BE I R I ROLLFACE TO �XL/,rATER \ '� - A�7 UTt TYE7 MENT 1 i \ SCT RIO NIL4 LCC SCREENED FROM PUBLIC VIEW TO THE REASONABLE R II I I I I SEPARATDR °-•• 1 PARCEL AE ID: 04500- 00- 00 -194AI `�\ Ti nE CURe - -�-•- - - -- - � J ...._. _., D•B• ao4 �7 1 \ \ 1 D.B. 3295 PG. 731 SATISFACTION OF THE DIRECTOR OF PLANNING AND INTO " DI _ 1 h 1 , COMMUNITY DEVELOPMENT WITH MATERIALS HARMONIOUS CG - 9D \ L G 1 } I 1 WITH THE BUILDING OR THEY SHALL BE LOCATED SO AS SEE ® \ { NOT TO BE VISIBLE FROM PUBLIC VIEW. g N4R 82 1 o 1 1 d CONTRACTOR TO COORDINATE R OOF �4 - \ DRAIN DOWNSPOUT TIE INS LOCATIONS - AIR HANDLERS SHALL BE LOCATED SO THAT EMISSIONS { _. . _.. + 1 _____.a_ _ I POP RED ; - OP f I t . }. { I I� -_ - ,_ __. ._.. ...- � ¢, __ ... \r' Ts R TAINING < W aaa ALL I 1 I' _ -'- - _--- --- .__..._,_�•• -- \1 '1 '� 1 \ \ 1 WITH ARCHITECTURAL PLANS ARE DIRECTED AWAY FROM ANY ADJOINING RESIDENTIAL EE D6TA !L�fj� I tdl$I I - _ _ _ ` _._._. DEVELOPMENT. Pi TRIGAA(. I -BOX S srEET �2X aTyaa - \ \ 1 1 1 \ 1 I I THE STRUCTURE SHALL BE DESIGNED SO THAT THE I �P ! I '` \ I - ROOF NVENTORY\ -� \ ` - °° 1 s LIGHT FROM ALL VEHICLE HEADLIGHTS AND ALL LIGHTING STORAGE AREAS \ c { \ r \� \ \ 1 1 FIXTURES WILL NOT ROUTINELY SHINE DIRECTLY OUTSIDE - NOT FOR PUBLIC US ,, THE STRUCTURE. `,r`°� I f ) I) 1 ! 19 L OWER AREA \ N OUTDOO ✓ L A ON ( I l \ EACH 1 4?J% f 1- , '� - AIRE EQUIPPED A LAMP I a t I ! 1 is' STORRAGE AGE AREA � . ENT \ 1 Y � t \ } \ \ 1\ 1 R LUMIN O P PED WIT H EA - ' I e s �,_ c 3 7 \ _�_• A 1` \ « 1`' � THAT EMITS3,000 OR MORE INITIAL LUMENS SHALL BE A FOR PUBLIC - USE GU } \ :' NTRACTOR TTATIE TO \ i 1 1 1 FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR ROT I I f 1 ` 111 \ s�1 SF \ STING PAVEME T PER \ 1 I I I 1 1 1 m SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING I f /8 WP - z DEraL $ HowN I 1 1 M I t u itl I o \ \ { sHEEr C - (TYP \ , I \ 1 I 1' { e RESIDENTIAL DISTRICTS AND AWAY FROM RESIDENTIAL I I I I / + I l i r YYA ERPROOF BD G �` ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES W r'L o \ - T }I 1 A 1 1 ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR O \ \ RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED )I m \ ONE - HALF FOOTCANDLE. I I ll! l �'IIIfl1 f �\ R OO } I ) / Oj! I✓Idll III I / \ IR N RY\ _ ` 24 $ .: N \ \✓ 1 4 1 7 1 \ - EXISTING 6" PRIVATE LINE (TO THE FH) WILL BE I / I I IIII I $YOB c ARE 0 , . I {� N 1 { ` , it CENTERLINE LOCATION PRESSURE TESTED BACK TO THE GATE VALVE. IF ANY i \ N� ! \ \ \ 1 1 \ w OF 30' VEPCO EASEMENT g ® 1 )/ all Iil 07 H"0 P BLIC \ \ I 1 , 1 I DB 1D P LEAKS ARE IDENTIFIED IT IS THE RESPONSIBILITY OF THE f Y )1� � II } ' }}} 1 \. �_ lw '• � ,� ': :. , . r : =`n =, _ .�,r <. +; .... :.:..: .,:...:,.,•..:,..,:::.: «rQ ,. \\ � �_ 1 s 1 2s, c. s4 CONTRACTOR TO REPAIR THEM PRIOR TO ANY WATER — 1 1 METERS BEING SET. fl r II }1 l \ RT5 NCE \ \ \. RROJEC � 1 \ \ I \ 1 \« Y \ I \ \\ 1 EA . ..BENCH -6 DETAIL \ \ \ \ \ & ° I iifll 11L I� I I I :. \I \ vs 9 C \ \ \ \\ 2 � °o I TEN 1 'I 1 } I r r \\ s z J W , ✓ / r /�„ g•; �4i z 1 l i "' 1 \' ! \\ \ {� 7 r: { x - ''• - - "� • -+?� Y > ROOF PARKING IS FOR DEALERSHIP INVENTORY 9 III ONLY AND IS NOT OPEN TO THE PUBLIC ew mQ I 1 D.. a I I ! 1 1 ! 1 I I } I II} 1 } 1 STrwIRs W/ \ SERVICE ORNATtERi L w. DRIVE 2542 SF N }\ 1 / ) II 1 1 1 /111 1 I XI ;� r,, a , 1 \ \1 f l � k 1 l l � . I _ / �.�::..:.•• °;:.'. "'�i� 1 1 \ \ 1. \I \1 �a� 5 �, ,� j'� i 1 I ! n1Gc TR I I 1 `.. ' ^• EmsnMG 1 I1 o I / I fCii j I i I 1 24' 1 1 I I I MIAMEN SALES CENTER STAIRS BU I } I \\ ` '� EXISIING 1 EX7 GA \il - t ! I f 11 J I! I II I I { >( 11 } o I ; i k I S MILING TO BE 3393 SF BE SELEC t \ FF` 490.00 I } I D EALERSHIP I ,�. �dE � E ? � + } I \\ \I I\ & G k: OELECTED BY BY OWNER 23' r,I I } t FF 49582 A , -�+ f 1 \ \ \ CONCEPTUAL ROOF INVENTORY STORAGE LAYOUT (8 STEPS) .. N.T.S. "� I I ! 1 l i! o .3� I }�i i } � I .�.: � ":. ='�- -- � ( 8 67 -1 � ...� , . \ ENq' � l c y \ `.• I i � \ p 1 �� I \ n I 1 I I 1 lI l I \ } }« } I } I . �" - ' � 5 I _ �~ - ROLLFA�F ''' �""�'�'. '"" ,.,..•( v ". \ ,_, 1 y ° APPRDX /MATE CENZERLINE LOCATION OF 20' WATER AND SEVER EASEMENT N A7E 106D PIS ass I I 1' 1518 Ii t., t ��•. ;.. \� � � ®EXYAR \.. :. •_ ., :. -ti \ � ' '�, 1 +I - � I �° L, I )�ll�l i I I s•,1... p . ? . \�. 4 .. \ _. {� © oNx � \� \\ ® jl'a 1 -*`" -� i \ I 1�\ 9 ' I , . I 1 l IjZ �l i �. ssn3LE \ \ \ } I s I - \ 1 I i 11 I � r� fl I , d �\ �� I`•7m�aP LV 2s \ �snw cih ""_ /5\ �' �`� ~\ \`• ~\ \ °�,,, 1--,.. �. � �.1` \ 1 1 I I I I I 1 f l l II 1 1 I I �\ FlRE HYDR W LINE EASEME�F E DETn rX \ \ 0 1 / SE 1 II . I ,.� Y' ;,';;_ >•: ».•:,•: ._ ... -, :•�,. ..- ,tn< •. }'.'/ I i 1 II }' L .- I . • ,. \ \ II 6EI s REPLACE I \ .,.5 . e ° ^. . • •`' �. ~• , ~ "'• \ ~ "p n \ ` 1 ', __ +P• o { } I({{I�I1�I is 7g. - I p DEMO udE Ex case�sDEwAIx } \ OR f \ \ \ \ \ °^. ~ ,a m S8R(ROXIMAT£ [.O \ I 1 / 14 1 T. } II I I I II \ \ N i I° 50 00, \ I \ \\ \ \ \ 1 ` 1 11 PARCEL lD: NOLOREN, PAUL 04500 -00 -0 ❑ I i } } II II II \ � \y \\ e ILDiNC \ \ I CMA PROPERTIES, INC \� \ �e OF is~exFGO Egs£MENT" ^4 �, } I I } } } 1 } PAR ID: 04500 -b0-00 -09460 '� `' `• °••• �. °^ D.B. 95fi aG, ,327 } 1 i 1 D.B.. 1123 PG. 37 iI II } I 0 \ \ i 1 i Ir\ ,..._._ ._... _,._ {_ .__ _._..t4s,...P(� I \ 1 \ g; "- ........_`5�..__._ -_ _ \ ........ _`��_..�_ � \ \� , � \ \ I ) • � °. � 1 1"� , O DRIVE\ \ \ �\ \ \ 1 \ �I 11 \ \......._ ---- - --------- \ \ k \ 1 CONCEPTUAL EMPLOYEE STORAGE ~ \ `� \ \ - �i / } ' a \ \\ NOT FOR PUBLIC USE } }llll//` )� ) \ \` ?\ 1 \ \\ L -fJ\ \\ \\ �`� \\ \� - - - ^- ^- C - 1 r NTS. \ \ \ 1ERLINL \ " \\ \ \ A _ n - -w - I _ " -�`� .. ) y h�l '` _ ._ W_ _ mow •° �.. _ _ ._ �`� \I _;i�� !; - - � 1 z , -•��. -_ _ _ - „� _ a --Dy£RNED ysR — T J ,.� ! GRAPHIC SCALE .. � � ` TOPv47 - r.1, ° --5s5DO� �. s23•ss =4s°w — ,.._ _ - _ _ -.,, * , 1 w o ao eo ....._. _ .._._.�, . ._ :1.'?�,: a4, lNY• 47225 ^'•_- --- .•� "': \� I I 20'S ,.s rr. ": ry^ .,+�. s `,' : \ (IN FEET ) y .... .. .... SEWER EASEMENT F I -- '=°- 1 ,nch = 30 ft :. l .. ._.--- .....__.... . I l� 1 O.B. 904, PG 627 �D 1 RAIL 1 U . 5 ° APPROXIMATE CENTERUNE COCA AON 1 This drawing and the design shown is APPROXIMATE CENTERLINE LOCA7/ON 'w A �� OF 20' WATERLINE EASEMENT th I e proper f Ty oownes Site Engineering sy PERMANENT DRAINAGE OF WRGINIA PUBLIC SERVCE p( .,K g ,, „,,,y. -�' g .,g O.B. 1015, PG. 362 1 the reproduction, copying, or other SEMENT FOR ACCESS .4 COMPANY EASEMENT i use of this drawing without their MAINTENANCE D.B. 241, PG 18 I written consent is prohibited and D.B. 1297, AN 305 6 ` t any infringement will be subject to legal action. 2013 Townes Site Engineering 0 rn ua I c0 V � Z oCD c �W 1�M� W � W all Z (� O ,-1 v (�, O Z b O� O a s. UJ a� ` W in y `0 ai 0 O 4 P4 H OF ��EpLT TCHELL BRIAN C. Lic. No. 035724 03/08113 FfS SfONALE NO`a �i A Ir, h b ~ W N REWISIONS DATE ITEM 02113112 PER COMMENTS 04 27 12 PER COMMENTS 03 08 13 PER BLDG REV DATE 09/12/11 SCALE 1 " = 30' PROTECT MANAGER BRIAN C. MITCRELL, P.E. CRECEED BY PRO., 20110240 SHEET ;;E C -6 II I �` I IIII rlO l 1 14 �,{ �I I ! I l r III ( I I ~ �... �. II III it "7. '111 At V_ EX MH CS) EXISTING 15 DI-3B 6,00 499.00 493.19 1 Fl Fl ::A' LTERRAI IZX6 500,66 TYPE B i *STORM JLJ&::A � L 1-1 �a�6 \ 1 -7 Q -WATER QUALITY R FOR THIS PROJECT ARE TO ry TRW BE SATISFIED BY A P ROPOSED FILTERRA OR THROUGH THE PURCHACE OF NUTRIENT OFFSETS UNDER IBR AR -Is VA CODE 7 603 IF OFFSETS AR E UTILIZED THE _av APPLICANT WILL PROVIDE APPLICABLE CERTIFICATES TO III ROOF D K A\\ ALBEMARLE COUNTY FOR PROOF OF PURCHASE S TORAGE NOT if MPROOF OL69 \ T/c E 4' MADE GUR9 LOWER ARE / I -- "' OOVERFLOW . • - WIPE DOWN • EVPL" v STORAGE T FOR PUBLIC S4 PA r \ W 1 9 SF SP 4.50 4' 7HICK -CONC. I BLDG $1TION AD $11ION ......... ........ \® R INSET 1 "=1 0' RO . . . . . . . . . . . . . . IN )IIAPPROXIMATr7 N N ��.R G OF V PCO kAsEw. ERLINE LOCA770M 1 11v 1 OT ro f P 'r EASEMENT ' E Da "N T 1`0 1029, PC. !;4 /Y i741"Ak N, N A�EA Jill tom zz \ >"./ N...... \ \,\ ' - I sB 38.5 I NN FD A140 LX "4 7i 48&50 I \ IN � 0 �2. SERVICE I DRIVE KI 2542 SF FF=488.s Nil XI N, PAVEMENT P, 8.50 r �G EXISTING \'�APPRO�IA A TION OF � 7F 00V IERLINE LOr WAMNINE EASEMENT AU D.B. 1 0 1 4 PG- 362 -AM1F$p SALES CENTER BUILDING DEALERSUIP N, _ ' N EnShNG \ \\ VN nor 3393 SF 48L ........ FF 490.00 DrALFRSHiP \NN 1, FF=488.50 SUADING SER INSET 2 T FF 49Aa2 I IIII +(l�o �` * _.._ -.___ -__- : ?'': '..:' � \ L4 IK IN \I APPROmaaArr CENtER1 WE L(XA OF 20' WA M? AND SE36T EA x -v D.S. 1067, Pf;, 39,3 L It T 1\ T " \ ( \I ^� �:� 1 \\ 1� \\ {{ It N, • ......... ... '. -.1. PONE EASE DING V - -vo r II III N, '" APPROXIMA CA HOLDREN, PAUL PAR CMA PRO INC or R4' EA PARCEL &- 04500- ' bEL ID: O450O-_DG,-OO-O94!LB6`\ AS D.B. 112J, If It 14ft �R.'; 115k #10"YERS DRIVE N, \ N' I t I . .. ...... - -------- N, If 4 .. 11, Ulf f 1l I IT" k `k" v// L 7k Oil _'i I - R NQ Isi Ag . - -,R- 's nt Stiuctum . . . . . . ........ LENGTH DIAMETER 20' SANITARY TOP ELEV INV IN PARCEL I SLOPEt-A SEINER EASEMENT " - CAM PROPERTIES, INC PARCEL ID, 04500-00 - 00 -09480 COMMENTS I (8) 1AA 0 -1 1 - 1465, PG. 169 DRI "0 1 0 a,14 004. PC 627 RAIL 0 C A. (471,983 SQ. Fr.) 494.18 0 CD 4.07 U. S. 1? 0 U'= fxs 18B �T��1�� d BE _�1 02113 I12 PER COMMENTS _� PERMANENT DRAINAGE-1 EAM EMENT FOR ACG!SS 'F "A ' ZU , R WLE (VA1:?1A13L_F WM7 1:?.11W) _AW4 INGRES 7VL�RY EA P.R. 904�. 7 S MAIN7MANCE j05 D.B. 1297, PG. COMPANY E4,5EMEN D.8. 24y, PG. 18 15 DI-3B 6,00 499.00 493.19 1 Fl Fl ::A' LTERRAI IZX6 500,66 TYPE B i *STORM JLJ&::A � L 1-1 �a�6 \ 1 -7 Q -WATER QUALITY R FOR THIS PROJECT ARE TO ry TRW BE SATISFIED BY A P ROPOSED FILTERRA OR THROUGH THE PURCHACE OF NUTRIENT OFFSETS UNDER IBR AR -Is VA CODE 7 603 IF OFFSETS AR E UTILIZED THE _av APPLICANT WILL PROVIDE APPLICABLE CERTIFICATES TO III ROOF D K A\\ ALBEMARLE COUNTY FOR PROOF OF PURCHASE S TORAGE NOT if MPROOF OL69 \ T/c E 4' MADE GUR9 LOWER ARE / I -- "' OOVERFLOW . • - WIPE DOWN • EVPL" v STORAGE T FOR PUBLIC S4 PA r \ W 1 9 SF SP 4.50 4' 7HICK -CONC. I BLDG $1TION AD $11ION ......... ........ \® R INSET 1 "=1 0' RO . . . . . . . . . . . . . . IN )IIAPPROXIMATr7 N N ��.R G OF V PCO kAsEw. ERLINE LOCA770M 1 11v 1 OT ro f P 'r EASEMENT ' E Da "N T 1`0 1029, PC. !;4 /Y i741"Ak N, N A�EA Jill tom zz \ >"./ N...... \ \,\ ' - I sB 38.5 I NN FD A140 LX "4 7i 48&50 I \ IN � 0 �2. SERVICE I DRIVE KI 2542 SF FF=488.s Nil XI N, PAVEMENT P, 8.50 r �G EXISTING \'�APPRO�IA A TION OF � 7F 00V IERLINE LOr WAMNINE EASEMENT AU D.B. 1 0 1 4 PG- 362 -AM1F$p SALES CENTER BUILDING DEALERSUIP N, _ ' N EnShNG \ \\ VN nor 3393 SF 48L ........ FF 490.00 DrALFRSHiP \NN 1, FF=488.50 SUADING SER INSET 2 T FF 49Aa2 I IIII +(l�o �` * _.._ -.___ -__- : ?'': '..:' � \ L4 IK IN \I APPROmaaArr CENtER1 WE L(XA OF 20' WA M? AND SE36T EA x -v D.S. 1067, Pf;, 39,3 L It T 1\ T " \ ( \I ^� �:� 1 \\ 1� \\ {{ It N, • ......... ... '. -.1. PONE EASE DING V - -vo r II III N, '" APPROXIMA CA HOLDREN, PAUL PAR CMA PRO INC or R4' EA PARCEL &- 04500- ' bEL ID: O450O-_DG,-OO-O94!LB6`\ AS D.B. 112J, If It 14ft �R.'; 115k #10"YERS DRIVE N, \ N' I t I . .. ...... - -------- N, If 4 .. 11, Ulf f 1l I IT" k `k" v// L 7k Oil _'i I - R NQ Isi Ag . - -,R- 's nt DRAINAGE STRUCTURE TABLE Stiuctum . . . . . . ........ LENGTH DIAMETER 20' SANITARY TOP ELEV INV IN INV CUT SLOPEt-A SEINER EASEMENT " - HEIGHT OFSTRUCTURE COMMENTS ... . . . ....... ._- .. . ...... 1AA DI-3B 004. PC 627 RAIL C 48825 494.18 0 CD 4.07 U. S. 1? 0 U'= APP 18B PIPE 3317 AfPRI111 I F C- Nr, OCA 77ON CENTERUNE LOCAnOk 'A 02113 I12 PER COMMENTS 48418 PERMANENT DRAINAGE-1 EAM EMENT FOR ACG!SS 'F "A ' ZU , R WLE (VA1:?1A13L_F WM7 1:?.11W) a� 20' 9 IFRUVF CASE,,EN r D.B. 1015 PC. J62 S MAIN7MANCE j05 D.B. 1297, PG. COMPANY E4,5EMEN D.8. 24y, PG. 18 6.00 DRAINAGE STRUCTURE TABLE Stiuctum Type LENGTH DIAMETER MATERIAL TOP ELEV INV IN INV CUT SLOPEt-A NOSE HEIGHT OFSTRUCTURE COMMENTS STEPS/SAFETY SLABS 1AA DI-3B 10 C 48825 494.18 0 CD 4.07 ST-1 18B PIPE 3317 15 RCP CLASS 111 02113 I12 PER COMMENTS 48418 48402 0.50 0 A IA DI 3B 6.00 489.25 48 48377 TYPE B 5.48 ST-1 1B PIPE 59.19 18 RCP CLASS 111 48377 483.47 0.50 SCALE PROJEC MA T BRL4N C MIT C H ELL, P.E. 1 DL3B 6.00 PROI# 488,70 48347 482.97 TYPE B 5,73 W/BOOTCONNECTOR ST-1 2 PIPE 43.52 24 RCP CLASS 111 46297 4132.75 0.50 3 DI-7 48675 482.75 48265 410 WIBOOTCONNECTOR ST 4 PIPE 95.38 24 RCP CLASS 111 4112.65 477.88 6.00 1 5 MH-1 4114.00 477.88 477.78 6.22 6 PIPE 17T05 24 RCP CLASS 111 1 477.78 470.70 400 7 MH-1 47875 1 410.10 10.45 8 -30 ST-1 8 PIPE 36.22 27 RCP CLASS 111 1 470.45 468.64 5.00 8A DI-3B 10 477-80 468.64 463.53 14.27 ST-I SLA 9 MH-1 49225 484.56 483,81 8.44 ST-1 10 PIPE 72.03 27 RCP CLASS 111 4 83 :81 481.3 340 1 1 MH-1 488,25 481.36 48126 6,99 WMOOTCONNECTOR ST-1 12 PIPE 153.73 27 RCP CLASS 111 481 26 47511 4.00 13 MH_I 6,00 48160 475,11 475,01 659 W/BQOTCONNECTOR ST-1 14 PIPE 44,56 27 RCP CLASS 111 475.01 4 1 00 FASTING INVERT WATER BIORETENTION FILTRATION SYSTEM BY AMERCAST TRW = TOP OF GRAVITY WALL BLOCK TFW = TOP OF FREESTANDING WALL BLOCK (FORCE PROTECTION SERIES) BRIF = BOTTOM OF GRAVITY WALL BLOCK GRAPHIC SCALE o x so This drawing and the design shown is the property of Townes Site Engineer 9 the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. @ 2013 Townes Site Engineering TC ELL Lic. No. 035721 /I ION CD rn IN I co Vi Z CO 0 Q) 1� M CD a) W_ LU C 0 CD Z '0 LU � O ITEM 02113 I12 PER COMMENTS 03 I08A3 PER BLDG REV U Z1_ 0 A P4 TC ELL Lic. No. 035721 /I ION Q4 E, Vi e REVISIONS DATE ITEM 02113 I12 PER COMMENTS 03 I08A3 PER BLDG REV DATE 09/12/11 SCALE PROJEC MA T BRL4N C MIT C H ELL, P.E. CHECKED BY PROI# 20110240 (9) f I 10 ■ �� ,! I VIII I� � 1 I I � 1 \ '" _ J _° � ■ii ■■■ . '�\ P \ �( \ 0 ZVI fVA-TO = 2.5 -AC- 1 I ij1 l i 11 II 1 1 C 85 :q A DA 0. TO EX 8A 50 AC a PARCEL I ■ ' CMA PROPERTIES INC A PARGEL C 0. 75 lD: 04 500 - 00 - 0 0 - 48 ff o u . M o m 0 0 m 0 r Ira" MYERS DRIVE A 10.84 ACRES W Ty (471,981 sa F EAIS77NG - �,,,A WMVA1 IN 11D i 1, ly 1, \ <-,� - 0 APA & -6 0R T I A 09 Yl- ■ EXIM140- i� --J 1 0 mCv?ES SS EX. RCP- IN .. AEW TRIO 11� LLC I; UZLIWAI&R "�Z 1.05 AC PARCEL , SC SEPARATOR 00 VA _R\ AS, suq, J 00-094AO -c- D.B. 3295, PG. 73I 1 1 'Ila 'it 1 —see- 'TTr k ■ SOUTH J JR60F, DRAIN AREA .... R GA STR-lt= T 0.19 AC G t i l l I fit 52 �C 'WAWRPROOF BOG W WA R .A OOF LOCA LIM V /fill MPRGAIMA TE GEN M?L.W, To o UAi OF JO' VZPC0 FASMENr M2,19, PG. 54 .. ........... ROOF t N, X .......... 0-50 A S O A SK t Is . IN, DRAINAGE pt -X 1-:112 WA TO NORTH MR.11111 OOF R� mu 0 APPMUXlhfAjr GENTEMME LOCA)YON \v, 11 OF 2.0 WA 7ERUNE FASSUENY n E N� D-a I011, PC 362 Mp G" ROOF ROOF DRAIN ARE U I I I P-XISTzme DRAINAGE TO IF 490 GO DEALM- STIR 13= 0.08 AC 0 6, lu "QUTH I it BUILDING F D A TO — ITRI C C = 0.50 b . . . . ......... f II t J J Q *16 k ■ YERLIMF LOCA WIN AND SEW-W EASEMENT _)� ;O A UR PG. 398 7 80 ■ (IIII II I I ........... Olt, WVQME EASEME% B3 -005 p� , - I A I 1 11 '- � i ii r V 7 'AWROMMAM. LOCk" HOLDREN, PAUL T OR N JEAN 00 lb EA DA 36"R PARCEL 10. 04500-00-00�0940 111 It S� D.O. "7 I.e. 7123, PG 374 . . .. . .......... .... . . . ......... . . .. . I t x I It 4. 10 "AC,_ �z, C = 0.75 ........... \ _..._..__._s --------- il W IYATERU L to — -'1-1 7:7 GRAPHIC SCALE IN FEET U+ 61l3 I inch = 30 ft. This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their eir written consent is prohibited and any infringement will be subject to legal action. @ 2013 Townes Site Engineering 0 0 C/) da C\2 UJ C: LU Z 2. U 0 6 as Z 0 .;� b rn 0 0 W . 4. --tl- LU C_ w F 0 Qw 0 W U) BRIAN C. TCHELL Llo No. 035724 03/ 08/13 ti rb ti C5 I E, ; w4 7 1 - 4 REVISIONS DATE ITEM 02113 I12 PER COMMENTS 03 I0811 3 PER BLDG REV DATE 0.,/"/ SCALE I" = 30 PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD 'O �# 40 SHEET I f C-8 I ll Ifil II III III f I I} fill I I L ti t ti l ,`-1l II'I i I 1lI �111�IgI1I ) }11 }III II I II II II lll .I .Iliil, o "�'Ir fj1)IyT , D.� { NI ) I I \ I I ! Y � I I t r I I� i { LIME 10h DI T I NC I I I S25' 'v "W I I q'iI I i ,II i I f I ! g y ! 1 III i I I I {I /r nl� I r I h l I I r I t I t ) I i ) I I I i r I I 1Ir , J ic '�I i lj�r'r i rr 4'r ]iii��iil� /I III Iljl I If•% /mil / � '. �""I {I �� Il lk� I v vvv I o. I v I 1 - i t IT II;II� ° gym i 4 1 k _ ' Ili( ! I III 0 0 ro�rer I aA� ' c� ,d xr Q EI • I I } w 1 w U € i c rz 3 x I + l i l )I �lili<�ii1j1 r I I il rl i l i l l l�l! i l l •. , I�i I: r { j � I l {I�' t r I i ] i lil il � I I I ° �II 1j ) I fit I 'I I Iii lt I I � IIII lL I I ,'il,Jf� a4 iIWI'II. f a ri)Irrrl'1 � � I li rr i �� r rz lr, r i i `\ v p r i i lr ib r f r l i r i I lid I I J I r I I .I I 1 I �I I {Ili) {T Ij�.-\I '! " 1Ifit,Iit It IIIIIIII�� /\ ,�II I 1 11 ll ll ) � �At� SII}Illl i I. II Ill) _ /)/ Il{II I I 1 I 1 � ME I .IIII! PROJ EC F DESCRLEFTON \ PARCEL 1 THIS PROJECT INVOLVES THE CONS IR'OFDONOF A NISSAN v CMA PROP£R77ES INC. DEALERSHIP BUILDING TO REPLACE THE EXISTING BUILDING- THE PARCEL ID: 04 500 -0o -0D -09480 PROPOSED BUILDING WILL BE SITUATED ONA PARCEL LOCATED AT (a \ D.B. 1465, PG. 169 THE INTERSECTION OF MYERS DRIVE AND STATE ROUTE 29 WHERE \ ,¢'100 hOERS DRIVE \ 10.84 ACRES THE EXIST7G FACIL11Y 15 CURRENTLY LOCATED - THE, PROJECT I `\ (471,983 SQ. FT.) INVOLVES THEINSTALLATION OF TIFF ASSOCIATED WATER AND { 'V v FyIS SEWER EXTENSIONS ILO IHENEWFACILITY SIORMWAIER RUNOFF \ ,LAftJff.NANGW WILL DRAIN INTO THE EXISTING STORM SEWER SYSTEM AND STORM I - MILD! \ \ NG SEWER PIPING ISPROPOSED TO ROUTE EXISTING STORM DRAINS .�• .�: a,.' / - - - - R PROPOSED FOOTPRINT AND TIE INTO : THE _.- _ ti-- "--, ._. .,�:w,'•,u;. �„ ..,". - .� -..,,, A OUND THE POP S ED BUILDING FOO TP TT "••�°` °�'° EXISTING STORM SEWER SYSTEM STORM SEW ER WILL CONTIN UE \\. \ •r' `°-.. - "�8z I '` TO OUTFALL INTO THE EXISTING SWMRASIN LOCATED AT THE.. (9 SOUTH EAST CORNER OF THE PARCEL. CBPA COMPLIANCE IS ACHIEVED BY USING A S101tM WATER BYORET$NTYON FILTRATION SYSTEM (FILTERRA) TO MEET THE REDUCTION REQUIREMENTS FOR REDEVELOPMENT SITES \ a3 THE AREA OF DISTURBANCE ASSOCIATED WITH IBIS PROJECT IS --- - _ - -- APPROXIMATELY 786AC. THLPOS'I DEVELOPED IMPERVIOUS AREA 155 AC Z :y -- \ IP fl I EXSTING SITE CONDITIONS i THE EXISTING SITE CONSISTS OF THREE BUILDNGS FRONTING �� "'= STATE ROUTE, 29 AND A SERVICE BUILDING SHIUATED IN 'IHE- «` _ -- WESTERN PART OF THE PARCEL THE PROJECT AREA IS JUST THE _ - - - -- - - -- a'I SOUTHERN EXISTING DEALERSHIP BUILDING WHICH IS GE THING -7 fr DEMOLISHED FOR LIFE PROPOSED NISSAN F'ACILI'TY. A SANITARY _ - -- - -- - - - - - - . - - - SEWER SYSTEM EXTENDS SOUTH EAST ALONG ROUTE 29 AND WILL - - - SERVICE THIS PROPOSED BUILDING FOR WASTEWATER NEEDS A - Z i , PROPOSED NE 1 'WATER METER AND SPRINKLER VAULT WILL BE ' SET FOR SERVICE TO THE PROPOSED BUILDING FOR WATER NEEDS .. .. _.°..".. WAIERPR00F 9L}"!G`W�IL ADJACENT AREAS V ` `'3'' '.'' � Q^l A THE PROPOERTY BOIJNDARYIS BORDERED BY MYERS DRIVE OTT THE 0 GN7 1 NORTH SIDE 9TA SE,ROU'1E29 ON I13E EASE SIDE A5I OSL:M WRIER 0. V. 1 \ 15 I r # 9 G 5 7 N C NEANAGENIE, TBASIN ON THE SOUTH SIDE AND MOBILE HOMEPARK ON THE WEST SIDE THE PROJECT AREA IS IN THE SOUTHEAST '' ! ` ] LIMITS OF \ CORNER OF THE PROPERTY- l \\ \ -WAMZPR07 BIDE WALL DISTU \ ` �.,.... \ ` Ri3ANCE \ OFFSITE AREAS \ \ •, ,,,,,_l e ....... ° .._ \......_.._- NO OFFSITF,I.AND DIS':CURBANCE ACTIVITIES ARE PROPOSED WITH ... .........._ . I _ v i 6 I CH RIN Ln JK 1 THIS PROJECT. . I CNS UTINFEC SOUS Z WA ROOF '. THE SITE CHARACTERIZED BY GL :. . T FIVE LG LOAM MAP UNIT SYMBOL. 34B AS FOUND ON TIIE SOIL WEESITE AT .,': I I A n ' 'l S 1. l V A \ HT'IP:4WEBSOU SIJRVEY. MRCS. USDA_GOVIAPP /WEBSOILSLRVEY.ASP v N x a : �RROJEC CRITICALAREAS yy�� \ I 'THIS SITE° IS SET UP TO ROUTE UYSLOPE AREAS THAT ARE NOT A'!EA \ \ WITHIN III CONS IRUCTION AREA AROUND THEAREA OF �`:` V " °- "- `V °� \.,� :. �'V • V A A DISTURBANCE AND MAINTAIN CONSTRUCTION AREA RUNOFF TO \ V A \\ INLET PROTECTION, SILT FENCE, AND PERIMETER CONTRAOLS 3 $9 R k \ WHICH WILL BE MAINTAINED AND PHASED DURING CONSTRUCTION ACTIVITIES TO ENSURE SEDIMENT LADEN RUNOIT IS'IRF.ATED PRIOR TO DISCHARGE INTO THE EXISTING SI'ORMWAIER MANAGEMENT FACILITY TO THE SOUTH. . •�-ti�" PERMANENT STABILIZATION '' _ � CD \ I •� A� %- '� "� "' THE CONTRACTOR SHALL PROVB)I•. GRASS STABILIZATION ON AEI. .DENI.JDED AREAS PRIOR TO TURNOVER OF THF.PROJECT TO THE DEVELOPER SEED SHALI. BE APPLIED OR SOD INSTALLED AS ;�,7 DICTATED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL L�1 HANDBOOK STORMWATER RUNO CONSIDERATIONS P ` /�' S,4 P S PER RUNOFF IS BEING CONI'AINEU IN APROPOSEU STORM "" a "- •�- =-" ''° 'SEWER SYSTEM THAT TIES INTO AN EXISTING STORM SEWER EXISTING )I if SYSTEM AND OUTPALLS IN THE EXISTING SWM BASIN SOUTH OF THE DEALIiRSITY PROPERTY. BUILDING II FF 49DW III ` MAINTENANCE IN GENERAL, .ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WHE BE GIVEN TO THE FOLLOWING ITEMS: ..... l SILT HENCE SHALL BE INSPLCTEll IMMEDIATELY AFTER •: ^- -..-- - - - -� - � s _ - � °- ° �'°° EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED - - ° :+ ^ tt' ? 'e ": =:'. .. • . . :a i - RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE ..: L: ` tee` .. ,., IMMEDIATELY SEDIMENT DEPOSIT SHOULD BE REMOVED AFTER EACH STORMEVENT. ANY NT DEPOSITS S EDIMENT S D - Si° {1N7fF .,R REMAINING IN PLAGJ:B AT PF',R "1'HF S7L 1' FENCE IS NO LONGER ... ." .. REQUIRED SHALL BE DRESSED TO CODITORM WITH THE :.. ....... " v EXISTING GRADE, PREPARED. AND SEEDED. .... THE ITIONAL ALBEMARLE COUNTYE&SINSPECTORMAY E MEASURES ADDITIONAL EILOS [ON AND SEIIIMFN]CONTROL MP•AS S YkblfiYSETS"2RT ? TIIE f 5 �� LINE EASEME R9 \ 1 AS NECESSARY AND PILED CONDITIONS DICTATE. s,rcL ."»,,,„.„::a:,; `• '�,t» - ' �.*>.�� .y .s:" EROSION AND SEDIMENT CON TROL MEASURES 1 S7:{L7Nt ° `� I dlm ]HANDBOOK. -\ ...- ....... �. \ ............... ._ . \ .... . ........................... \ ............. \ \ v v I I \ `\ L \ � \ - 1 I P l = 2 20 SANITARY SE LW_'R PxSE1i iE-NT -. GU \ a D.S. 904, PG. 627 RA GRAPHIC SCALE O o is 60 ( IN FEET) 1 inch = 30 ft. i \ 0. kIAIN LINK ` `\ \ \ 1. ALL EROSION AND SEDIMENT CONTROLMEASURES MUSTBE 1 \ \ ✓ INSTALLED, MAINTAINED AND REMOVED IN ACCORDANCE WITH _DNS QUON FP-KCE \ \\ \\ THE CRITERIA AND GUIDELINES CONTAINED IN THE CURRENT _ ` „\ \ \ \ \I- \ :EDITION OF THE VIRGINIA EROSION & SEDIMENT CONTROL ' Ll , I `\ i \ FOR A! 7ENAN( )7, PG. \ \ \ \ \ \ \ \ ]HANDBOOK. -\ ...- ....... �. \ ............... ._ . \ .... . ........................... °° °° ° ° ...... . _ . ..... _. -_ ......_ °_. \,_ -- :2. 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 FINAL STABILIZATION IS ACHIEVED. '.SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO 7. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION SEDIMENTATION AS DETERMINED BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT. DENUDEDAREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL -.\ -- ��- ` REMAIN DORMANT (UNDIS'IlJRBE•D) FOR LONGER . THAN 30 DAYS. \ V S, \ v V `V 'PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT \ \ \ \ '•�\ DORMANT ORE THAN ONE YEAR M ARE TO BE LEFT ll FOR V A `\ Sy 3. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE 5. DEMOLISH THE EXISTING BUILDING DOWN TO THE EXISTING TFIE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACTING ONTO FINISH PAD AND HAUL OFF DEMOLISHED MATERIAL THE I]y CONTRACTOR SHALL NOT D1DIOLISH THE EXISTING BUILDING PAD THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A "' ... ....... . ' PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED WORK ALREADY BEING COMPLETED. THOROUGHLY AT THE END OF EACH DAY SEDIMENT SHALL BE aea e � in REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA STREET CLEAN WATERBYPASS FROM EXISTING PARKING LOT LOCATED WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER t FINDER-ROCND UTILITY LINES SHALL BE INSTALLED LY ` "'' ` `• "`' " ' e "�" 4. ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO - � "" ""'.....R °" °°^• - "�"' ° ..''Y•"� " '° OTHER APPLICABLE CRITERIA ,.,.. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT CAPTURE/IREAT ANY SEDIMENT RUNOFF FROM THE PROJECT AREA. ONETIME 9. THE CONI'RAC COR SHALL REMOVE TOP OF EXISTING STORM INLET J gy=p J ' A. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE APPROX1MAC CF&OERUNE L0CA LION ffi ..? OF TRENCHES: 1AG'E' -- OK' I-0RGlN1A 1'(IBt 1C 472V10E y✓ ',e a,�} B. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED ESS & Ct7URANY EA.5ZUW7 fi.B. ?4f, PG. 78 OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, 105 OR BO HE AND DISCHARGED IN A MANNER THAT DOES NOT ' WES PROJECT AREA TO ENRUSRE RUNOFF FROM DRAINAGE T OF THE PR T EA ADVERSELY AFFECT FLOWING STREAMS OR OFF -STTE PROPERTY. THE UPSLOPE AREA BYPASSES TIIE DENUDED PROJECT AREA. C. RESTABH,IZATION SHALL BE ACCOMPLISHED IN ACCORDANCE 11. I. CONTRACTOR SHALL DEMOLISH AND REMOVE THE EXISTING RCP WITH THESE REGULATIONS. PIPES AND S FORM INLETS WITHIN THE PROPOSED BUILDING ANll PROJECT AREA AS SHOWN ON THE DEMOLITION PLAN. - THESE PIPES AND INLETS ARE NO LONGER NECESSARY AS DRAINAGE IS BEING D. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 5. ADDITIONAL EROSION CONTROL. MEASURES MAYBE REQUIRED BY ENVIRONMENTAL ENGINEERING IF WARRANTED BY FIELD CONDITIONS. Cq 6. ALL DISTURBED AREAS ARE TO DRAIN TO AN APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND O DIS TLRBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL �( FINAL STABILIZATION IS ACHIEVED. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION SEDIMENTATION AS DETERMINED BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT. Z -4 O O O fit/ 2 10 8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES {,J� SHALE BE REMOVED WITHIN 30 DAYS AT HER 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 TE111PORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. CONSTRUCTION SEQUENCE TO BE AS FOLLOWS: 1. THE OWNER MUST NOTIFY THE ALBEMARLE COUNTY E &S INSPECTOR TO SCHEDULE AN ON- SLTB.PRE CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRUD} MUST ATTEND THE PRE - CONSTRUCTION MEETING. N I I J U � W •�+ 'ty •. r:l /n 0 v O b W I �ZJ GO 0 4.10 d W O �y 3. INSTALL A MINIMUM OF 12'X70' TEMPORARY PAVED CONSTRUCTION ENTRANCE AS SHOWN ON PLANS. 4. INSTALL PERIMETER SILT FENCE AND CHAIN LINK CONSTRUCTION O US FENCING SHOWN ON THE PLANS p 0 5. DEMOLISH THE EXISTING BUILDING DOWN TO THE EXISTING FINISH PAD AND HAUL OFF DEMOLISHED MATERIAL THE I]y CONTRACTOR SHALL NOT D1DIOLISH THE EXISTING BUILDING PAD OR PERORM ANY LAND DISTURBANCE WITH TI4IS DEMOLITION WORK ALREADY BEING COMPLETED. 6. INSTALL STORM SEWER STRUCTURES IA TO S TO ESTABLISH CLEAN WATERBYPASS FROM EXISTING PARKING LOT LOCATED NORTH OF THE PROJECT AREA CONTRACTOR MAY DEMOLISH F,XISTING BLII_DBVG PAD AND SAW CU'I ASPHALT AS NEEDED TO INSTALL THIS STORM SEWER SYSTEM. 7, IN S TALI, .INLET PROTECTION, ROCK DIVERSIONS AND CONSTRUCTION ENTRANCE NORTH OF THE PROJECT AREA TO ENSURE RUNOFF FROM THE UPSLOPE AREA BYPASSES THE DENUDED PROJECT AREA PRIOR TO BECINNING.I AND DISTURBANCE i0 (Dye„ Z ACTIVITIES WHIIIN THE PROJECT AREA 8, CONTRACTOR SHALL INSTALL INLET PROTECTION AND DIVERSIONS ALONG SOUTH SIDE OF PROTECT .M{EA'I'O i 0! , . U) Q CAPTURE/IREAT ANY SEDIMENT RUNOFF FROM THE PROJECT AREA. 9. THE CONI'RAC COR SHALL REMOVE TOP OF EXISTING STORM INLET SA AND REPLACE IT WITH A 12 FOOT WIDE OPENING AND INSTALL INLET PROTECTION WITH RIGHT OF WAY DIVERSION ACROSS THE EXISTING ACCESS DRIVEL' CREATE A CONTAINMENT AREA FOR O UPSTREAM SEDIMENT RUNOFF FROM THE PROJECT AREA EpLT H OF VI L7 10, CONTRACTOR SHALL INSTALL STORM STRUCTURES 9 -14 AND TIE INTO EXISTING S FORM INLEI8A TO ROUTE EXISTING UPS (REAM ' WES PROJECT AREA TO ENRUSRE RUNOFF FROM DRAINAGE T OF THE PR T EA BRIAN C. TCHELL THE UPSLOPE AREA BYPASSES TIIE DENUDED PROJECT AREA. LIC. No: 035724 11. I. CONTRACTOR SHALL DEMOLISH AND REMOVE THE EXISTING RCP PIPES AND S FORM INLETS WITHIN THE PROPOSED BUILDING ANll PROJECT AREA AS SHOWN ON THE DEMOLITION PLAN. - THESE PIPES AND INLETS ARE NO LONGER NECESSARY AS DRAINAGE IS BEING 03 08 73 9 / / � EN PICKED UP BY THE PROPOSED NORTH STORM SEWER SYSTEM (SIRS LA TO S) AND PROPOSED SOUTH STORM SEWER SYS REM (SIRS 9-8A)_ 12_ DEMOLISH 'LIFE EXISTING BUILDING PAD 13. CLEAR TREES UP TO LIMITS OF CLEARING AS SHOWN 14_ CONTRACTOR SHALL INSTALL SANITARY SEWER ALONG THE PROPOSED ACCESS ISLE PRIOR TO DLSCONNFG' ,TING 1 TIE SE W ER " SERVICE FORIHE WEST SERVICE BUILDING 15. CONTRACTOR SHALL INSTALL A REDI ROCK RETAINING WALL (SEE DETAILS ON PLANS) AND PERFORM MASS GRADING OPERATIONS. THE CONTRACTOR SHALL TAKE: CARE TO ENSURE ]HAT ANY MASS GRADED AREA DRAINS TO PERIMETER EROSION AND SEDIMENT CONTROLS AS DEMOLUIONAND GRADING OPERA`S IONS PROCEED. 16. CONTRACTOR SHALL REMOVE TOPSOIL AND EXCAVATED MATERIAL AND HAUL IT OFUSPIETOANAPPR 'OVEDDISPOSAL LOCATION- 1- 4 ( � n 17- THE CONTRACTOR SHALL BEGIN BUILDING CONSTRUC PION UPON ACHIEVEMENT OF THE BUILDING PAD. 18.1`1111 CONTRACTOR SHALL GRADE THE PROPOSED DRIVE LANE WES 1' OF THE PROPOSED BUILDING AND INSTALL REDI ROCK RETAINING WALL AS PROGRESSION OCCURS "THE ACCESS ISLE AND �1 ti ^Y E, h 2 ^ti h RETAINING WALL SHALL BE OBSERVED BY A (LICENSED GE,OTECHNICAL FNI INFER. FOR PROPER PLACEMENT AND COMPACTION OF FILL MATERIAL 19. CONTRACTOR SHALL INSTALL WATERLINE, AND DOUBLE CHECK N ASSEMBLY.. 20. CON TRACTOR SHALT, INSTALL. CURB AND GUTTER AND GRAVEL BASE TO STABILI7,F, UPSLOPE AREAS. 21. THE CONTRACTOR SHALL SEED ALL AREAS IHAT WILL BE PERMANENTLY SEEDED AFTER GRADING THAT AREA WITH EITHER OD AN APPROVED TEMPORARY OR PERMANENT SEED MIXTURE AS SHO ON 'I H FAPPROVIDL FAN PL AN. ' WN A CA 22_ THE CONTRACTOR SHALL PLACE REMAINING STONE AND ASPHALT USE PAVEMENT JOINTDETAIL SHOWN ON THE DETAILS 4 col �i r 1 I~ ^^^111 ti SHEET TO TIE NEW PAVEMENT 10 EXISTING PAVEMENT 23. THE CONTRACTOR SHALL PERVIAN*E+NTLY SEED OR SOD AS SHONE ON THE APPROVED LANSCAPE PLAN ALL REMAINING DENUDED AREAS 2A. THE CONTRACTOR SIUALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT ANY NECESSARY REPAIRS FOR CLEANUP TO 01 RE�SIf7Ns MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES DATE ITEM 02113112 PER COMMENTS SHALL BE MADE IMMEDIATELY. 25. LAND DISTURBANCE AREAS MUST BEFUL LY STABILIZED AND APPROVAL, FROM THE ENVIRONMENTAL ENGINEERING INSPECTOR 03 08 13 PER BLDG REV MUST BE RECEIVED PRIOR TO REMOVAL OF E&S DEVICES. DATE 09/12/11 SCALE 1 gll3 1 » = so' PROJECT MANAGER and the design shown is This drawing 9 the property of Townes Site Engineering BRIAN C MITCHELL, P.E. CHECKED BY the reproduction, copying, or other use of this drawing without their written consent is prohibited and PROJ.J/ any infringement will be subject to legal action. 20110240 © 2013 SHEET /� Townes Site Engineering C -9 TABLE 3.31 -C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA SEEDING RATE NORTH' SOUTH' PLANT Minimum Care Lawn Tall Fescuel 3/1 5/1 8/15 2/15 5/1 s/1 SPECIES CHARACTERISTICS High Maintenance Lawn Acre 1000 ft to to to to to to TOTAL 150 Ibs. 4/30 8/15 11/1 4/30 9/1 11/15 (Steeper than 3:1) OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g. Noble). (A- ..atha) not less than 50 lbs.) February 16th through April ..................... ............................... Annual Rye May 1st through August 15th ................ ............................... Foxtail Millet August 16th through October .................. ............................... Annual Rye November through February 15th .................... .........................Winter Rye 3 - Substitute Sericea lespedezo for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used increase rate to 30 Ibs. /acre. If Weeping Lovegrass is used, include in any slope of low maintenance mixture cluing warmer seeding periods, RYEd 2 bu. (up to 110 lbs., 2.5 Ibe. X - X X - X Use for late fall seeding$, winter (S...1. cereal.) not less than 50 lbs.) co tolerates cold and low moiature. GERMAN RYEGRASS 50 Ibs. approx. 1 lbs. - x - - x - warm- season annual. Dies at first frost. May be added to summer (Set.H. italic.) ANNUAL RYEGRASS' 60 ]be. 1 & Ibs. X - X X - X. May be added in mixes, Will stands. (LOlwm multi- non,m) out of most WEEPING 15 lb,. 514 ozs. - X - - X - Warm - season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes and cid, 'nfert'le soils. May be (Eragroetie aurwl.) added to mixes. KOREAN 25 lb.. approx. 1 $ lbs. X X - x X - warms nal o ual le u legume. 'I LESPEDEZA sol Tolerates c s. May to mixes. (Lespedeza etipulacea) added ° Northern Piedmont and Mountain region. See Plate 3.22 -1 and 3.22 -2. b Southern Piemont and Coastal Plain. c May be used as a cover crop With spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May not be planted between these dates. SOURCE: VA DSWC GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. 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. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES 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. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, 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 APPROVING AUTHORITY.. 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. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. S. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 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. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, .STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13, ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITHI SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15, BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICAIBLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYE GRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100 SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH, AGRICULTURE GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS /1000 SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF TOPSOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY LUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100 SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL (WATER PROTECTION ORDINANCE SECTION 17 -204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED ARIEAS WITHIN NINE (9) MONTHS AFTER DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17 -207B) TABLE 3.32 -D (Revised June 2003) SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA SEED' LAND USE SPECIES APPLICATION PER ACRE Minimum Care Lawn Tall Fescuel 95 -100% (Commercial or Residential) Perennial Ryegrass Kentucky Bluegrass' 0 -5% 0 -5% ITEM 02 1J 12 PER COMMENTS TOTAL 175 -200 lbs. High Maintenance Lawn Tall Fescuel TOTAL 200 -250 Its. Tall Fescue 128 lbs. General Slope (3:1 or less) Red Top Grass or Creeping Red Fescue Seasonal Nurse Crop 2 Its. 20 Its TOTAL 150 Ibs. Tall Fescuel 108 lbs. Low - Maintenance Slope Red Top Grass or Creeping Red Fescue Seasonal Nurse Crop 2 Ibs. 20 lbs. (Steeper than 3:1) Crownvetch 20 Ibs. DATE TOTAL: 150 Ibs: 1 - When selecting verities of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a fable indicating that they are approved by VCIA. A current turgfgrass variety list is available at the local County Extenstion office or through VCIA at 804- 746 -4884 or at http: / /sudon.cses.vt.edu /html /Turf /turf /pubHcations2.html 2 - Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ..................... ............................... Annual Rye May 1st through August 15th ................ ............................... Foxtail Millet August 16th through October .................. ............................... Annual Rye November through February 15th .................... .........................Winter Rye 3 - Substitute Sericea lespedezo for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used increase rate to 30 Ibs. /acre. If Weeping Lovegrass is used, include in any slope of low maintenance mixture cluing warmer seeding periods, increase to 30 - 40 SOURCE: VA DSWC #57 STONE R W D \\ -EXISTING PAVEMENT RIGHT OF TY.AY ROCK DIVERSION DETAIL B LOCK & GRAVEL CUR INLET SE CURB INU7 i ttt��f illy SE WIRE SCREEN CONCRETE BLOCK GRAVEL FILTER RUNOFF wATER WITH OVERFLOW FILTERED wATER -s yj , 111111 .•.� _ III� - M ill i 1�1 1 t��E= 11111 = 1111 =1' -111 Illllm =11 IIII SEDIMENT 2' X 4" WOOD STUD CURB INLET THIS III III�I lll�l =11 �IIIII METH O CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT E XCESSIVE . i - GRAVEL SHALL BE VDOT 4 3, #J57 OR III COARSE AGGREr4TE SOURCE: VA. DSWC PLATE 3.07 -8 CONSTRUCTION OF (WITHOUT WIRE 1. SET THE STAKES. 6'MAX. FLOW III A SILT FENCE SUPPORT) 2. EXCAVATE A 4 "% 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. III 4" SOURR. Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Contral DSWC P1ATE. 5.05 -2 Sherwood and Wyeat Paved canstruction entrance for eroslan c4nrtral plans STCKF 90' .Miry'. C'JNSTKUC�CN. ACCESS: / 3" SM 2A ASPHALT - OP / COURSE €%'STING 23 1 2% RAVEb4ENT 6" MIN. 21A AGGREGATE BASE PROFILE STONE - 70' MIN. CON51 kUC1 / -ASP 111T PAVED' ACCESS WASHRACx EXIS NG C 2z. ar; PAUEMFF1r Izy„ 12' MIN" eMU' EXPEND FLU WIDTH A Ifs- POSiTNE DRAINAGE Or INGRESS AND EGRESS 4 TO SEDIMENT .OPERATION ff TRAPPWG DEVICE PLAN 1+ 12' MIN: 9 TO TO5 DRAINAGE DI ZF MAPPING DE TRAPING DEVICE �IL7ER Ct_OTM. SECTION A A AUilninivai mater tap aft inch Frimt be inAalled mlth a tninknuin 1 inch bnllcocld ,hutof supplyhl_.a waAi hose with a dimieter of 1._5 hidies for adeq -te constant preeswe: VTash Water rtroSt be carved away Soul the mbance to an approved settling area to t Wnove seclnueut. All ged inletlt shall be prevented IF out m1terina stovn drains, ditches OF watercata-S. PAVED WASH RACK Na SCA _E O O CQ I W LL 0 000 M 00 N � W �ta� C W .y Z V 0 0;P O Z bW .r a �� o -t W � In-- N CD V/ WHO 0 O A L4 O 2 a �EpLTH p i BRIAN C. TCHELL No. 035724 03/08/73 FfS SIONALE NG` � ti C9 � E1 h �' h O 1 'mil N w REVISIONS DATE ITEM 02 1J 12 PER COMMENTS DATE 09/12/11 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CRECAMD BY PROJ, 20510240 SHEET (f C -!0 510 15 - - 505 10 500 5 oi SHALL T PRIOR G 495 R 0 490 5 485 0 480 5 475 80 470 75 4 5 1 00 I +50 0. 1 0 1 OQ 18S 5 7 0 5 + 0 1 00 72 00 13 00 Y 00 15 00 15 51 00 95 495 90 490 65 485 LEGEND FINISHED GRADE AT LEGEND -- - - - - -- EXIST. GROUND AT C/L 0 $ 480 SCALE HORIZONTAL: 1 "' =50' VERTICAL: 1 " =5' 75 475 70 70 5 65 + + 3 0 0 �h3 460 This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and 455 any infringement will be subject to legal pI� _ action. 9 +50 1 00 11 00 12 00 13F00 1400 1 00 15 37 0 2013 Townes Site Engineering ED w w a ' � o: O } N n N — ��_ o +m Y' � daj u °ma o<j U m� o d ll - �q z UTA_ CONTRAC VERIFY IN BEgN I n oz j INSTALLA 0 ^Mond U l EX 2 + a l 570RM _ EX N � � z � SANITARY APPROXIMA LOCATION OF STING �a � daj I MA AC a - PRIOR TO THE START OF CONTRUC710N W L= 76' CONTRACTOR TO PROVIDE AL ATIVE tO a Y N S-1 .10%. PRICE FOR SETTING A DOG D= 'PVC MANN LE IF REOUIR n cz dig i = 23.37' Qi I•ii� EwSnNE D 6'PVC - _^^GRAD I L- 73.70' EX PIPE S =3.01% TO BE D=VPVC F,� a ^^ L= 75.72' u -� 5 =3.01% ° EX PIPE D =8'PVC TO BE ^ L =704.00' REMOVED S =2. #7% d: D =8`PVC L =24 Y °� m 5 =3. D =6' vc As 9 = armuulur. c SEWER INST ELATION WATERLINE BE DUCTILE I ON CLASS 52 PIPE WITH RESTRAIN D JOINTS FROM FIRE VAULT TO EXISTING CO NECHON HE -IN J 11PD1 ` N ' O PRQP SED 6" WATERLINE co n ^ l3'MI ^ %15iNG ^^ E ^ Ig Off• ^✓ I m r �EjOSTING � m w w B z v <C U51 Q � N Qp w N�m \(d p Gm Wo 0 0 I Z ~ M� 'wI' OHO W all N Z_ O � O b CA ® W a 4� � 1` W p ,�pLTH or i BRIAN C. TCHELL Llc. No. 035724 q. 03/08113 � /ONALEN ti A ~ h q V o �i r v1 REVISIONS DATE ITEM 02 PER COMMENTS 04 PER COMMENTS D3 0813 PER BLDG REV DATE 09/12/11 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.Ij' 20110240 SHEET �' C -11 N mn m a a i �n i a � m mm o� m wa v N } v ? I II a n m •m m��ll zz II- �p m ��zz • mn II -p y m � �� Om W NaFF m �N d ° - u I ^ •m �� ( I I �� x od' •$o f �o zz ^ ^ f 1 E EX. PIP 5 =5.7 r;�� .. .g o ° • m�'� ^ L =59.79 188 D =18' P P CLASS III H � � z z ^^ ' J D $ =0.50% 18" RCP GAS L =3 111 5 =0 .17 50% ^ ^^ • II � � ' q J% E D =1 "RCP C ' g5� \ S =0 D= 50% "RCP CLASS I I WWA D=18` R P P CLASS III n o N q $ dajjj ^ o 10 m ^ ^ o5 L =72.D3 % ^ n n 1 12 L =15 . \I\ 4 0\.r` - �/ a S S=4. 0 0% 1 / CONTRACT S SHALL g42 \ 1 / VERIFY SANI A ARY CONTRACTOR SHALL 14 D 1 % G INVERT R DURING L =4456 A 1 / TO DEMOLITION PHASE $=10 O \ ENGINEER P O 8 -3 AND ENGINEER BEGINNING IREPORT TO PRIOR TO STORM l S =S. 22 SE OR R INSTALLATION \ \ D =2 'RCP CLASS II JE X =43 8 S =1. D =36 RCP CLASS III / EX PIPE VERIFY VERIFY SANI ARY 0= 6"PIPE INVERT DURING DEMOLITION PHASE AND REPORTTO ENGINEER PRIOR TO BEGINNING SANITARY SEVER INST TION 9 = armuulur. c SEWER INST ELATION WATERLINE BE DUCTILE I ON CLASS 52 PIPE WITH RESTRAIN D JOINTS FROM FIRE VAULT TO EXISTING CO NECHON HE -IN J 11PD1 ` N ' O PRQP SED 6" WATERLINE co n ^ l3'MI ^ %15iNG ^^ E ^ Ig Off• ^✓ I m r �EjOSTING � m w w B z v <C U51 Q � N Qp w N�m \(d p Gm Wo 0 0 I Z ~ M� 'wI' OHO W all N Z_ O � O b CA ® W a 4� � 1` W p ,�pLTH or i BRIAN C. TCHELL Llc. No. 035724 q. 03/08113 � /ONALEN ti A ~ h q V o �i r v1 REVISIONS DATE ITEM 02 PER COMMENTS 04 PER COMMENTS D3 0813 PER BLDG REV DATE 09/12/11 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.Ij' 20110240 SHEET �' C -11 N mn m a a i �n i a � m mm o� m wa v N } v ? I II a n m •m m��ll zz II- �p m ��zz • mn II -p y m � �� Om W NaFF m �N d ° - u I ^ •m �� ( I I �� x od' •$o f �o zz ^ ^ f 1 E EX. PIP 5 =5.7 r;�� .. .g o ° • m�'� ^ L =59.79 188 D =18' P P CLASS III H � � z z ^^ ' J D $ =0.50% 18" RCP GAS L =3 111 5 =0 .17 50% ^ ^^ • II � � ' q J% E D =1 "RCP C ' g5� \ S =0 D= 50% "RCP CLASS I I WWA D=18` R P P CLASS III n o N q $ dajjj ^ o 10 m ^ ^ o5 L =72.D3 % ^ n n 1 12 L =15 . \I\ 4 0\.r` - �/ a S S=4. 0 0% 1 / CONTRACT S SHALL g42 \ 1 / VERIFY SANI A ARY CONTRACTOR SHALL 14 D 1 % G INVERT R DURING L =4456 A 1 / TO DEMOLITION PHASE $=10 O \ ENGINEER P O 8 -3 AND ENGINEER BEGINNING IREPORT TO PRIOR TO STORM l S =S. 22 SE OR R INSTALLATION \ \ D =2 'RCP CLASS II JE X =43 8 S =1. D =36 RCP CLASS III 9 = armuulur. c SEWER INST ELATION WATERLINE BE DUCTILE I ON CLASS 52 PIPE WITH RESTRAIN D JOINTS FROM FIRE VAULT TO EXISTING CO NECHON HE -IN J 11PD1 ` N ' O PRQP SED 6" WATERLINE co n ^ l3'MI ^ %15iNG ^^ E ^ Ig Off• ^✓ I m r �EjOSTING � m w w B z v <C U51 Q � N Qp w N�m \(d p Gm Wo 0 0 I Z ~ M� 'wI' OHO W all N Z_ O � O b CA ® W a 4� � 1` W p ,�pLTH or i BRIAN C. TCHELL Llc. No. 035724 q. 03/08113 � /ONALEN ti A ~ h q V o �i r v1 REVISIONS DATE ITEM 02 PER COMMENTS 04 PER COMMENTS D3 0813 PER BLDG REV DATE 09/12/11 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.Ij' 20110240 SHEET �' C -11 a a i i a � � p wa v N } v ? I II n Om W W I zp �N d ddjj I I ^ ( I I ^ f 1 E EX. PIP 5 =5.7 • m�'� ^ f D D =18' P P CLASS III ' J p °md � • • II � � ' J% E EX PIPE o u p o D=18` R P P CLASS III n o o ^ ^_^ D dajjj ^ ^ -- 1 10 ^ ^ ^^ 5 L =72.D3 ^ n n 1 12 L =15 . .73 a S S=4. 0 0% CONTRACT S SHALL VERIFY SANI A ARY 14 D INVERT DURI G G L =4456 A AND REPOR T TO $=10 O O% E ENGINEER P O OR TO WATERLINE BE DUCTILE I ON CLASS 52 PIPE WITH RESTRAIN D JOINTS FROM FIRE VAULT TO EXISTING CO NECHON HE -IN J 11PD1 ` N ' O PRQP SED 6" WATERLINE co n ^ l3'MI ^ %15iNG ^^ E ^ Ig Off• ^✓ I m r �EjOSTING � m w w B z v <C U51 Q � N Qp w N�m \(d p Gm Wo 0 0 I Z ~ M� 'wI' OHO W all N Z_ O � O b CA ® W a 4� � 1` W p ,�pLTH or i BRIAN C. TCHELL Llc. No. 035724 q. 03/08113 � /ONALEN ti A ~ h q V o �i r v1 REVISIONS DATE ITEM 02 PER COMMENTS 04 PER COMMENTS D3 0813 PER BLDG REV DATE 09/12/11 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.Ij' 20110240 SHEET �' C -11 0 0 I Z ~ M� 'wI' OHO W all N Z_ O � O b CA ® W a 4� � 1` W p ,�pLTH or i BRIAN C. TCHELL Llc. No. 035724 q. 03/08113 � /ONALEN ti A ~ h q V o �i r v1 REVISIONS DATE ITEM 02 PER COMMENTS 04 PER COMMENTS D3 0813 PER BLDG REV DATE 09/12/11 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.Ij' 20110240 SHEET �' C -11 ,�pLTH or i BRIAN C. TCHELL Llc. No. 035724 q. 03/08113 � /ONALEN ti A ~ h q V o �i r v1 REVISIONS DATE ITEM 02 PER COMMENTS 04 PER COMMENTS D3 0813 PER BLDG REV DATE 09/12/11 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.Ij' 20110240 SHEET �' C -11 � - -- l\ 0 ti V O 0 0 i WoC'i al4 wpm �Om O WU m� a s { 11 1° 11 I I I I � I i I �I { ' f I \� w �" I GRAPHIC SCALE so 5 ( IN FEET ) 1 inch = 30 YL 4III. a�EpLTH 0F, L BRIAN C. M TCHELL L1c. No. 035724 03/08/13 FS SIONAL E NG\a 0 N ai W � E~ � W I z o�o �W �� REVISIONS C\2 W �m�e a . Z w °° cd o G; � Z �w W �� W L �U co n VJ 0 a a�EpLTH 0F, L BRIAN C. M TCHELL L1c. No. 035724 03/08/13 FS SIONAL E NG\a SHEET # C -12 N ai W � E~ � W REVISIONS DATE ITEM 02113112 PER COMMENTS DATE 09/12/11 SCALE 1 " = 30' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PRO✓.# 20110240 SHEET # C -12 - r warhal,�. w dwhaer -a 1 J Wi tFn.d near >.. as Dmaman w a bon b, vf! as I g e � E ro area _ �;mn n� Appl - M1I { J s » B adave pm Te tiPreaanL L< ) : t g 1 di v ( )aM p d by 11 Id tus E 1 EA 4 Qe o - p e Bow i» rl' rha"tl,aava�a . dmvar Pa•. gal L ao Y s dwnr xcea dwa Ae 4 clhar _ 6iltlatlaP3 fl.d do Wp h 1 hY t P rtioua oibuT w„ rQ„„ 'h I nnxeadAb 4..ypdi -_acres � e f a e anP rM ,» T ( -) edby 4 nmrutasma, wnan- :µ) u t aaa,auaana oral tv 4 =!rand Pratde.amPmamimpam .e< ro >a tro0= B4�° -e ,.�.. -ta 1 1.1i slwpnrr<aaa ¢Pear = my =tun - = tt ° Th 1 tb S L THH Po I I t Ityf op de - ttb; I' p ¢a. , TS I ;p2 Ue re SEER 3: D Ift p. p.dI.1,,P..l.eele eoMrpw ( ^ „)gcfbe exiatiag. E -P d MP rh +i d 1�P Bima.HO r ,.P � b"t EPJOn IM Imp (lP.m,� mvcr 3h i _ " STEP 11w STEP 2 d h iawu. to PP P te.worksbc a eehe a s h I l 'I A l one 1 E h d al ty h U � aiwd d f d J 1 reMde. ILEA -0,e lY Chock() i 1 II Jvnvdte,lon I watx.n.d »pemE valnednerm,P ythe tedalrty 3a. wwu. 9,lPandn] TP LI dda 1 '.:b m gp p (4. ) I tM1 6r i i a (Hhe iaa M h.,sapeoke HVydafeWtare3ua ( d dtl p p ed p R p e P ) .A 1— m inaa Se Iona qPV. r -xa rS Vwlwi ee[ 3: Simana' B W.- ii- Sifts -3. aer. l aa. Av mw o[,: geza[5 ed:YsRnratiw 3- Bllllwla[Y'ef Situ DnePdfctbnfrmn. ! I. 'nnBrovpdmc S tai rare- STIAP3 Wrnk,�eat ): 2 Yre- daxclgptp 1poLLUlaaLlomdbmd nll,e.pwsagNAe�d vor eorvb3lPn va a9afS T,epolWaniremeval regnvemern (RR)t w,.3. iaiM luserofthehvoxalues ce color¢¢ APPDCnbI urea 4Ap= �, 9n acre» tNax«.a,. , RIO 35 *(O.1304N 1,. (Egm4on S+16}. „ Awxo - 00 94 e whets T d RR 0 P d p Y m p I 1 ... ¢oft l JM mpary ° � IayeN d �M L' C M1 f i h A 1 2,111, 1 1 ) E - Di Sperm -1 uI ChI BPy aotn)tNAI of 16% (paream ,PrwssaU,n snLz Ta ayb st &. preen CRMP) rthekitg hl n b ) Im,e, =(LaWl evslmg mporv,ryuacovor A)'a LOO= % A- AOPI,�ahlaaraef 1 1 Ogerminotha qu rulpolluvme- ramvnleliiueoeyfn,rl,�sle- sy a C 0 ti.j01b091r 6 ll a 2 Go 2 29 EMB CRR f ) QO ( S2� ldau. = 4a.n,. pwmaaPar y am wlw,e: PF veep ll ant rv,,vovaterc ay'(Pero„nt exprvaaedin wnQle. mbery) "CEP- 4: .rmineU. RIaG e P Cdevelbemegt PJau4frt lm3(T.,). JiR 0I 1. Re- davelppmwitpollytmi6lcad hvs a ex pe Pea v era 5IEr E 11e1wmrno mare)aUv P-HI FuUu Rlbed (I, „J. L.,,, mlahvep d p p roux load fPPnnds pqr nbs w E =C DS (DO I 17 (Eq t) L..+.��.a [305 +(0 aay.f„„.JIr A,srza [EDnaxon stl srp -{ 6 -1x100 whow. laP&IleveloPineratoW p lsasebomusload (gawES eerYew) Wnm� I YIMay..p1Qn arttoulPfiasQLorolufaWlpoutld»pmr _ L re a lmn„ hti ono eoua (y PA, axpretsxaln wbota 1 whPtowmip R) a a- - mP us uo ulpwPem egrresxd'm - .. vemb - am, on A pp tliP9hle+nm( reYl A vPNlleablearur- (acres) 3 bK( w �[U95 1 (DOOR 75 x212$ +nDG9x NA:Yi. P Eonn ° ID nS ( an T I ^_z22x Mul 2' - powdspecya poaards plryear. BNP3': STEP.6 Uk -'c µereNtiv rant renlPval reeuben,enfSRR). (09x 9,95 1 = pobnds Cmrppar C RR ° I _- _ 95 Pauea %perye 5U 3. 5D-34 IDI D- min @Aa 11 I d.. 6h pmp. G. NkP()' __[ !0.039 x t Axz.2ft {gy- 11.0 wbevz; L 4 'a F THdHP.HwI,l ph b Tp, P �dcv p (t percemimp ) s er of BMP era %naSP aria "P.- easapmwhola pmberaJ� ran,ae e e xae.B.ue c oral) [DO, (D -ro3s= E 1 c2 Q8 = pounds peryeu Beare,. _ [3.05 +(un0I *2sx p.d EparYear 9. "HATHab the THU.- loyU rempveaby lbeprnposad t3MP(q} ,ww, - �a� „ Lam cE�,aaudn sz41 µhere L ° Punt- de,�abpmrea puliutmaloedranovc0 by peoµased BMC (pound3'Pet'yP %) E gem =PVllu(en vulemwORV H,."". ,I, docm,plfrypp Lp� = relanrePOAdavaloPmonttotel PM1OSPhoeouv loop ealelipg proposed 8Me (ponvtls per yeu) lh.....ano¢r' 1.01 -_ pounds Per'Yaar .®...,Ammo - _A FP!mda Pmyp®� .�,. Pavad»Perycar BRnafiad3 5. H, D by the f3MP(s). L. L La., (Ea .UI VYI,e� l� oI 1 pr aeMPs I, „aq..e ep an loud n.mavnJ lryp[p:yWB,bP Np.1 E..e i n - w I a sea nv erp ea BMIP):o.2 nataml a vea bYPropo asndPxn.a _ o.ss poundsAon9ear 6. VentY COmpiianca:, rc...wnuw � L 0 „66 3..6b FROWNED FLUME FLUME - SLOPED CURS NUET TOWARDS FILTERRA THROAT co FUTEREA tml TH e �E Na `�� PLAN VIEW P� ELEY • -' MUST cox) t ra+.wo n w waam N "` ow. iT HRO T P R ( P) THAN ELEy'B' SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS sIOSEE 9ELOW FOR DETAILS NOT SHOWN T - - S N D G Gtr (-F N N AV IAR. ER AT upoN REQUEST) invj Firm herzLSr •. eLowbMe PUV`e d• .. PAEGSr ELEVATION VIEW TOP stns 4 GL TR PEN NiERLD -NO FI-RA UNT, TOP SHOP ER 500.50 p RYP) G111RE TOP t _ 500.38 REs D NRO P INC THROAT PROTECTON DEVICE o N (SY T GoNTw.croRj n Paax RDRT NSTA 2 T nEG 497.00 UTIDN OF FIeLp POURED c�VTiER FLTSwu BY RAIN�51'SrEM m O start P.REGE AME � m INV CROSS SECTION 496'62 SECTION VIEW STANDARD FILTERRA THROAT OPENING toROP NIFraRamwl BD F TD E4WIN E ARE 4 ERMITTEp G AVA IAEIE RMAi. FLP -2 MMN Aufil01i1ZA N FROM FLTERRA W WRRTEN AUM GWON FROM Fl TERRA - WTe ANO D] D] 06 awD ".%. FILTERRA® TYPICAL FLOWLINE ��OLy J(J® OPENING �� OULET PIPERELATIONSXIP ME DETAIL a www.alm.re.rnw ww.w.alea,.a.ewn A A aria dd, FAwH0 wit prfrxrtd ONLY by NIP SI Thnh. HPP ,bIPfGR I"il 'tnle{P t fi d beau t1 t TIn irz• aamt ,wWthy pr] gate fu11Y itnhzM dI ed (Calfk ds pmg;gme 5iw1Pwag 1¢bee1 w raping pl d), nega g III h e F GGGwial . ' . ling t Fdtd " system. Gam shall be Liken Juan, aanstructionnot to dmlwga pmtectnve daaaiandtop pimes• B. Aciretionmcladea irzatdEarim, of plent(a }and mulcklayera asaarcssuy A Each ap�atlYirvwalled'Fik iobenxunim ncd bythe5nppligr,Dea Snpplicrapptwed for For a nwwnvmpened of l ycar. Tho cost of llus RI is to be incidded m the pax connei ofagch Fdterza ",,utit. Extended mxirterwnCe.rnrliads are available at exLams1 upon request. B Amuaim I deaiwii ww . Erm hdukdriEw . The vials a re schedded rally; utB VGRg t BIG., and patle 't I d that mRyiwhlde A.]. sadsairds Tb fall vBithetpth ystem by ud aeca.axvelaafliI. C Each WClnded M iRNwrw viAt¢motets oflhe foflewtng rooks. 1. IR t patron 2. F gn dPh sdy GRIeh.0 nosh. val s. Fl Md di sh «� a cssmy 4. Platut hahh Al n andpnmfig otreplacoun .Ga AGGy 5. Rcpla f ui h 6. afar[ flwve itenw 7. Min emrd plot d Ru d s4 avaiiabl GwRU q i) D Tlbegim*mdn&gdw f5uppliw'sobligafimw,,itig WedyAwMAaLlRD . deWrNincd by the SuPFlier th tms,horystem acne d. Owners mmstyromptlY - .(y il,. avPpliar fany danmge to the plant(s), vdieh mns¢tntals)enintegrat Paxofihe b,oraannon emimology. fitterra Filterra" Standard Plan Notes files ton9ttt.rh� A EWE wit shell Ne CUAwwed US th DO mdelavab cgrdrng In the siz, . ehawn en dRR WHvW dµwiugs. Any mCdificemna to the elevation or 1,I shall he at 61 dfra:boa nfaud -W by she Engineer. B Iftha Fdlie uTII-d betas UHlDdgm Uta tap lab HOW bi placd w, box nfigg Ole 2xe wrood pr'ovid d. toPment anY antammatiaa from N..w, All i.SGwl fitlinge.s.PpllCd(tfany), most beleRm placeazpee the ddlivay. C TTC wit wilt be placed R, A tAwpwtRd aub -grade WiI a mwmnm 641 g-Cl base metcinng the fiaalgrade ofdR,. bllaern II, m. fth, vai, The mdtis b be pia N Ji 6wt ILEA wit d pap slvtr hih giadeafth bin ilia az fth uwt Comp tugdieouwd.b - ,reds ateriala to A5,6 afmaximwnd rya! *1 -298 afoptm,nm moisture. Uw itablematerinl below sub-gmde. ¢hall bemplaced to the ate engineor's epprovpl. D. Ovild PRGI Eiudl be dIipid and ePGIAd m meetthe approved drawings wiµ modl&atl HAOP.my. mat ato epm$fioK and local GGERIE OG, E On 9-Guit i,,RE th iatem 1 de fmL +and pmt d sh net IRP14 ixtaa. R 011y 0H, Lemµ styAA, ehppmg blo kab th b d tUp lab. TID tap hd ,h,Wd bas a i donto the box imb f - badfiM g HI o ITUTkg t,butyl rubber sml0ar^" W f I.Th bowls OR t,p ofth IN md bpa56RwlCd I, th ul 11GOAt GH,W NOT bI, GPEGI T'h S pph (ADGII 611 ilea¢ RI W th n - e. f nvab B ckfilhrte e1ti rddli ape f ad afN b ggvg Ih ap- PlIplid, fill to GI p 6"Efls aLL codes Peemst n heEb et in anti Watwill suit aw µfightl LL all 1 s,tnatull of hthena?t shall ttmfamtbASTM il- duected aU ran CR 9t I b f InsWlatnm OfllRdarps ,Onnd PmcazlOnlity 3lEUCnvex ", uvlesP,, e µ iG cw (rac.td .ti. F fheCmrleact i a- p.RBRIG IS ilOt p,olBOwu /edbnent control and l-wi, wvltnd each Fit-wi G cuib Swi g It twit( hw, R'IIAGt)xhz PBROP, will Rifl h file 1EII MR, t .greet Ol sort than tbO flowhae oflh. bypaz strv.ta. m Wet, ouib cpgar 6GUI FdURI ly with des glidelino may GGGA,3,lua uuEQ., Amos,¢ to rite Filtttra® envuomnenhil dsvtce. H. Each 151D,.e - t mint mcav ad giwte 46 n to enswe survivd . tlh living system dwiu; peii k0£:µ. ..Rhr. TIR. Dwy be.. I III .piped ay'st grams flow ar though. thetreegmte. _ W INtPT sI i (6Y GIBERS) A A I [ + G (w m Em) CAST PROG ]5 PVC COUPIING PIA VIEW � (OUR£l E tD nON ED) _GB' PLANT AS 5u ". iR E FlkME�B M� CA4l (NOT SH ERIGAST ANAN oD ANDUE P V.8 PoR CUWIY). SWC (R, -.B TOP sAs tD OM TIP) l SrttFEr A� O t¢ MRS BY ANERICASF PE u a1- BY AAERGA m Bx AM.I- N DNGER O. ID Ep Hf ANENI.GSr SECTION A -A F1 wwRPAamrz mnan WlE Ds -Da -o] Oven � N a PRECAST FILTERRA® Ullff � � NARROW WIOTX CONFIGURATION us fi �ipla�liNNGls1iN06� T�f3. �. -.:A] w i W ti c:W w Gw 1R •1�' � ✓ a"1 V PA sIH /J W 0 Z W a 4. �' W r r L) co V/ d a EpLTH OF BRIAN C. M TCHELL Llc. No, 035724 03/08/73 FfS /ONALE Zj 2 �i a W W REVISIONS DATE ITEM 02 PER COMMENTS 03 08 13 PER BLDG REV DATE 09/12/11 SCALE NO SCALE PROJECT MANAGER III C. MITCHELL, P.E. CHECKED BY PROJ.# 20110240 SHEET Ij' C -13 qPV. r -xa rS Vwlwi ee[ 3: Simana' B W.- ii- Sifts -3. aer. l aa. Av mw o[,: geza[5 ed:YsRnratiw 3- Bllllwla[Y'ef Situ DnePdfctbnfrmn. ! I. 'nnBrovpdmc S tai rare- STIAP3 Wrnk,�eat ): 2 Yre- daxclgptp 1poLLUlaaLlomdbmd nll,e.pwsagNAe�d vor eorvb3lPn va a9afS T,epolWaniremeval regnvemern (RR)t w,.3. iaiM luserofthehvoxalues ce color¢¢ APPDCnbI urea 4Ap= �, 9n acre» tNax«.a,. , RIO 35 *(O.1304N 1,. (Egm4on S+16}. „ Awxo - 00 94 e whets T d RR 0 P d p Y m p I 1 ... ¢oft l JM mpary ° � IayeN d �M L' C M1 f i h A 1 2,111, 1 1 ) E - Di Sperm -1 uI ChI BPy aotn)tNAI of 16% (paream ,PrwssaU,n snLz Ta ayb st &. preen CRMP) rthekitg hl n b ) Im,e, =(LaWl evslmg mporv,ryuacovor A)'a LOO= % A- AOPI,�ahlaaraef 1 1 Ogerminotha qu rulpolluvme- ramvnleliiueoeyfn,rl,�sle- sy a C 0 ti.j01b091r 6 ll a 2 Go 2 29 EMB CRR f ) QO ( S2� ldau. = 4a.n,. pwmaaPar y am wlw,e: PF veep ll ant rv,,vovaterc ay'(Pero„nt exprvaaedin wnQle. mbery) "CEP- 4: .rmineU. RIaG e P Cdevelbemegt PJau4frt lm3(T.,). JiR 0I 1. Re- davelppmwitpollytmi6lcad hvs a ex pe Pea v era 5IEr E 11e1wmrno mare)aUv P-HI FuUu Rlbed (I, „J. L.,,, mlahvep d p p roux load fPPnnds pqr nbs w E =C DS (DO I 17 (Eq t) L..+.��.a [305 +(0 aay.f„„.JIr A,srza [EDnaxon stl srp -{ 6 -1x100 whow. laP&IleveloPineratoW p lsasebomusload (gawES eerYew) Wnm� I YIMay..p1Qn arttoulPfiasQLorolufaWlpoutld»pmr _ L re a lmn„ hti ono eoua (y PA, axpretsxaln wbota 1 whPtowmip R) a a- - mP us uo ulpwPem egrresxd'm - .. vemb - am, on A pp tliP9hle+nm( reYl A vPNlleablearur- (acres) 3 bK( w �[U95 1 (DOOR 75 x212$ +nDG9x NA:Yi. P Eonn ° ID nS ( an T I ^_z22x Mul 2' - powdspecya poaards plryear. BNP3': STEP.6 Uk -'c µereNtiv rant renlPval reeuben,enfSRR). (09x 9,95 1 = pobnds Cmrppar C RR ° I _- _ 95 Pauea %perye 5U 3. 5D-34 IDI D- min @Aa 11 I d.. 6h pmp. G. NkP()' __[ !0.039 x t Axz.2ft {gy- 11.0 wbevz; L 4 'a F THdHP.HwI,l ph b Tp, P �dcv p (t percemimp ) s er of BMP era %naSP aria "P.- easapmwhola pmberaJ� ran,ae e e xae.B.ue c oral) [DO, (D -ro3s= E 1 c2 Q8 = pounds peryeu Beare,. _ [3.05 +(un0I *2sx p.d EparYear 9. "HATHab the THU.- loyU rempveaby lbeprnposad t3MP(q} ,ww, - �a� „ Lam cE�,aaudn sz41 µhere L ° Punt- de,�abpmrea puliutmaloedranovc0 by peoµased BMC (pound3'Pet'yP %) E gem =PVllu(en vulemwORV H,."". ,I, docm,plfrypp Lp� = relanrePOAdavaloPmonttotel PM1OSPhoeouv loop ealelipg proposed 8Me (ponvtls per yeu) lh.....ano¢r' 1.01 -_ pounds Per'Yaar .®...,Ammo - _A FP!mda Pmyp®� .�,. Pavad»Perycar BRnafiad3 5. H, D by the f3MP(s). L. L La., (Ea .UI VYI,e� l� oI 1 pr aeMPs I, „aq..e ep an loud n.mavnJ lryp[p:yWB,bP Np.1 E..e i n - w I a sea nv erp ea BMIP):o.2 nataml a vea bYPropo asndPxn.a _ o.ss poundsAon9ear 6. VentY COmpiianca:, rc...wnuw � L 0 „66 3..6b FROWNED FLUME FLUME - SLOPED CURS NUET TOWARDS FILTERRA THROAT co FUTEREA tml TH e �E Na `�� PLAN VIEW P� ELEY • -' MUST cox) t ra+.wo n w waam N "` ow. iT HRO T P R ( P) THAN ELEy'B' SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS sIOSEE 9ELOW FOR DETAILS NOT SHOWN T - - S N D G Gtr (-F N N AV IAR. ER AT upoN REQUEST) invj Firm herzLSr •. eLowbMe PUV`e d• .. PAEGSr ELEVATION VIEW TOP stns 4 GL TR PEN NiERLD -NO FI-RA UNT, TOP SHOP ER 500.50 p RYP) G111RE TOP t _ 500.38 REs D NRO P INC THROAT PROTECTON DEVICE o N (SY T GoNTw.croRj n Paax RDRT NSTA 2 T nEG 497.00 UTIDN OF FIeLp POURED c�VTiER FLTSwu BY RAIN�51'SrEM m O start P.REGE AME � m INV CROSS SECTION 496'62 SECTION VIEW STANDARD FILTERRA THROAT OPENING toROP NIFraRamwl BD F TD E4WIN E ARE 4 ERMITTEp G AVA IAEIE RMAi. FLP -2 MMN Aufil01i1ZA N FROM FLTERRA W WRRTEN AUM GWON FROM Fl TERRA - WTe ANO D] D] 06 awD ".%. FILTERRA® TYPICAL FLOWLINE ��OLy J(J® OPENING �� OULET PIPERELATIONSXIP ME DETAIL a www.alm.re.rnw ww.w.alea,.a.ewn A A aria dd, FAwH0 wit prfrxrtd ONLY by NIP SI Thnh. HPP ,bIPfGR I"il 'tnle{P t fi d beau t1 t TIn irz• aamt ,wWthy pr] gate fu11Y itnhzM dI ed (Calfk ds pmg;gme 5iw1Pwag 1¢bee1 w raping pl d), nega g III h e F GGGwial . ' . ling t Fdtd " system. Gam shall be Liken Juan, aanstructionnot to dmlwga pmtectnve daaaiandtop pimes• B. Aciretionmcladea irzatdEarim, of plent(a }and mulcklayera asaarcssuy A Each ap�atlYirvwalled'Fik iobenxunim ncd bythe5nppligr,Dea Snpplicrapptwed for For a nwwnvmpened of l ycar. Tho cost of llus RI is to be incidded m the pax connei ofagch Fdterza ",,utit. Extended mxirterwnCe.rnrliads are available at exLams1 upon request. B Amuaim I deaiwii ww . Erm hdukdriEw . The vials a re schedded rally; utB VGRg t BIG., and patle 't I d that mRyiwhlde A.]. sadsairds Tb fall vBithetpth ystem by ud aeca.axvelaafliI. C Each WClnded M iRNwrw viAt¢motets oflhe foflewtng rooks. 1. IR t patron 2. F gn dPh sdy GRIeh.0 nosh. val s. Fl Md di sh «� a cssmy 4. Platut hahh Al n andpnmfig otreplacoun .Ga AGGy 5. Rcpla f ui h 6. afar[ flwve itenw 7. Min emrd plot d Ru d s4 avaiiabl GwRU q i) D Tlbegim*mdn&gdw f5uppliw'sobligafimw,,itig WedyAwMAaLlRD . deWrNincd by the SuPFlier th tms,horystem acne d. Owners mmstyromptlY - .(y il,. avPpliar fany danmge to the plant(s), vdieh mns¢tntals)enintegrat Paxofihe b,oraannon emimology. fitterra Filterra" Standard Plan Notes files ton9ttt.rh� A EWE wit shell Ne CUAwwed US th DO mdelavab cgrdrng In the siz, . ehawn en dRR WHvW dµwiugs. Any mCdificemna to the elevation or 1,I shall he at 61 dfra:boa nfaud -W by she Engineer. B Iftha Fdlie uTII-d betas UHlDdgm Uta tap lab HOW bi placd w, box nfigg Ole 2xe wrood pr'ovid d. toPment anY antammatiaa from N..w, All i.SGwl fitlinge.s.PpllCd(tfany), most beleRm placeazpee the ddlivay. C TTC wit wilt be placed R, A tAwpwtRd aub -grade WiI a mwmnm 641 g-Cl base metcinng the fiaalgrade ofdR,. bllaern II, m. fth, vai, The mdtis b be pia N Ji 6wt ILEA wit d pap slvtr hih giadeafth bin ilia az fth uwt Comp tugdieouwd.b - ,reds ateriala to A5,6 afmaximwnd rya! *1 -298 afoptm,nm moisture. Uw itablematerinl below sub-gmde. ¢hall bemplaced to the ate engineor's epprovpl. D. Ovild PRGI Eiudl be dIipid and ePGIAd m meetthe approved drawings wiµ modl&atl HAOP.my. mat ato epm$fioK and local GGERIE OG, E On 9-Guit i,,RE th iatem 1 de fmL +and pmt d sh net IRP14 ixtaa. R 011y 0H, Lemµ styAA, ehppmg blo kab th b d tUp lab. TID tap hd ,h,Wd bas a i donto the box imb f - badfiM g HI o ITUTkg t,butyl rubber sml0ar^" W f I.Th bowls OR t,p ofth IN md bpa56RwlCd I, th ul 11GOAt GH,W NOT bI, GPEGI T'h S pph (ADGII 611 ilea¢ RI W th n - e. f nvab B ckfilhrte e1ti rddli ape f ad afN b ggvg Ih ap- PlIplid, fill to GI p 6"Efls aLL codes Peemst n heEb et in anti Watwill suit aw µfightl LL all 1 s,tnatull of hthena?t shall ttmfamtbASTM il- duected aU ran CR 9t I b f InsWlatnm OfllRdarps ,Onnd PmcazlOnlity 3lEUCnvex ", uvlesP,, e µ iG cw (rac.td .ti. F fheCmrleact i a- p.RBRIG IS ilOt p,olBOwu /edbnent control and l-wi, wvltnd each Fit-wi G cuib Swi g It twit( hw, R'IIAGt)xhz PBROP, will Rifl h file 1EII MR, t .greet Ol sort than tbO flowhae oflh. bypaz strv.ta. m Wet, ouib cpgar 6GUI FdURI ly with des glidelino may GGGA,3,lua uuEQ., Amos,¢ to rite Filtttra® envuomnenhil dsvtce. H. Each 151D,.e - t mint mcav ad giwte 46 n to enswe survivd . tlh living system dwiu; peii k0£:µ. ..Rhr. TIR. Dwy be.. I III .piped ay'st grams flow ar though. thetreegmte. _ W INtPT sI i (6Y GIBERS) A A I [ + G (w m Em) CAST PROG ]5 PVC COUPIING PIA VIEW � (OUR£l E tD nON ED) _GB' PLANT AS 5u ". iR E FlkME�B M� CA4l (NOT SH ERIGAST ANAN oD ANDUE P V.8 PoR CUWIY). SWC (R, -.B TOP sAs tD OM TIP) l SrttFEr A� O t¢ MRS BY ANERICASF PE u a1- BY AAERGA m Bx AM.I- N DNGER O. ID Ep Hf ANENI.GSr SECTION A -A F1 wwRPAamrz mnan WlE Ds -Da -o] Oven � N a PRECAST FILTERRA® Ullff � � NARROW WIOTX CONFIGURATION us fi �ipla�liNNGls1iN06� T�f3. �. -.:A] w i W ti c:W w Gw 1R •1�' � ✓ a"1 V PA sIH /J W 0 Z W a 4. �' W r r L) co V/ d a EpLTH OF BRIAN C. M TCHELL Llc. No, 035724 03/08/73 FfS /ONALE Zj 2 �i a W W REVISIONS DATE ITEM 02 PER COMMENTS 03 08 13 PER BLDG REV DATE 09/12/11 SCALE NO SCALE PROJECT MANAGER III C. MITCHELL, P.E. CHECKED BY PROJ.# 20110240 SHEET Ij' C -13 D- min @Aa 11 I d.. 6h pmp. G. NkP()' __[ !0.039 x t Axz.2ft {gy- 11.0 wbevz; L 4 'a F THdHP.HwI,l ph b Tp, P �dcv p (t percemimp ) s er of BMP era %naSP aria "P.- easapmwhola pmberaJ� ran,ae e e xae.B.ue c oral) [DO, (D -ro3s= E 1 c2 Q8 = pounds peryeu Beare,. _ [3.05 +(un0I *2sx p.d EparYear 9. "HATHab the THU.- loyU rempveaby lbeprnposad t3MP(q} ,ww, - �a� „ Lam cE�,aaudn sz41 µhere L ° Punt- de,�abpmrea puliutmaloedranovc0 by peoµased BMC (pound3'Pet'yP %) E gem =PVllu(en vulemwORV H,."". ,I, docm,plfrypp Lp� = relanrePOAdavaloPmonttotel PM1OSPhoeouv loop ealelipg proposed 8Me (ponvtls per yeu) lh.....ano¢r' 1.01 -_ pounds Per'Yaar .®...,Ammo - _A FP!mda Pmyp®� .�,. Pavad»Perycar BRnafiad3 5. H, D by the f3MP(s). L. L La., (Ea .UI VYI,e� l� oI 1 pr aeMPs I, „aq..e ep an loud n.mavnJ lryp[p:yWB,bP Np.1 E..e i n - w I a sea nv erp ea BMIP):o.2 nataml a vea bYPropo asndPxn.a _ o.ss poundsAon9ear 6. VentY COmpiianca:, rc...wnuw � L 0 „66 3..6b FROWNED FLUME FLUME - SLOPED CURS NUET TOWARDS FILTERRA THROAT co FUTEREA tml TH e �E Na `�� PLAN VIEW P� ELEY • -' MUST cox) t ra+.wo n w waam N "` ow. iT HRO T P R ( P) THAN ELEy'B' SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS sIOSEE 9ELOW FOR DETAILS NOT SHOWN T - - S N D G Gtr (-F N N AV IAR. ER AT upoN REQUEST) invj Firm herzLSr •. eLowbMe PUV`e d• .. PAEGSr ELEVATION VIEW TOP stns 4 GL TR PEN NiERLD -NO FI-RA UNT, TOP SHOP ER 500.50 p RYP) G111RE TOP t _ 500.38 REs D NRO P INC THROAT PROTECTON DEVICE o N (SY T GoNTw.croRj n Paax RDRT NSTA 2 T nEG 497.00 UTIDN OF FIeLp POURED c�VTiER FLTSwu BY RAIN�51'SrEM m O start P.REGE AME � m INV CROSS SECTION 496'62 SECTION VIEW STANDARD FILTERRA THROAT OPENING toROP NIFraRamwl BD F TD E4WIN E ARE 4 ERMITTEp G AVA IAEIE RMAi. FLP -2 MMN Aufil01i1ZA N FROM FLTERRA W WRRTEN AUM GWON FROM Fl TERRA - WTe ANO D] D] 06 awD ".%. FILTERRA® TYPICAL FLOWLINE ��OLy J(J® OPENING �� OULET PIPERELATIONSXIP ME DETAIL a www.alm.re.rnw ww.w.alea,.a.ewn A A aria dd, FAwH0 wit prfrxrtd ONLY by NIP SI Thnh. HPP ,bIPfGR I"il 'tnle{P t fi d beau t1 t TIn irz• aamt ,wWthy pr] gate fu11Y itnhzM dI ed (Calfk ds pmg;gme 5iw1Pwag 1¢bee1 w raping pl d), nega g III h e F GGGwial . ' . ling t Fdtd " system. Gam shall be Liken Juan, aanstructionnot to dmlwga pmtectnve daaaiandtop pimes• B. Aciretionmcladea irzatdEarim, of plent(a }and mulcklayera asaarcssuy A Each ap�atlYirvwalled'Fik iobenxunim ncd bythe5nppligr,Dea Snpplicrapptwed for For a nwwnvmpened of l ycar. Tho cost of llus RI is to be incidded m the pax connei ofagch Fdterza ",,utit. Extended mxirterwnCe.rnrliads are available at exLams1 upon request. B Amuaim I deaiwii ww . Erm hdukdriEw . The vials a re schedded rally; utB VGRg t BIG., and patle 't I d that mRyiwhlde A.]. sadsairds Tb fall vBithetpth ystem by ud aeca.axvelaafliI. C Each WClnded M iRNwrw viAt¢motets oflhe foflewtng rooks. 1. IR t patron 2. F gn dPh sdy GRIeh.0 nosh. val s. Fl Md di sh «� a cssmy 4. Platut hahh Al n andpnmfig otreplacoun .Ga AGGy 5. Rcpla f ui h 6. afar[ flwve itenw 7. Min emrd plot d Ru d s4 avaiiabl GwRU q i) D Tlbegim*mdn&gdw f5uppliw'sobligafimw,,itig WedyAwMAaLlRD . deWrNincd by the SuPFlier th tms,horystem acne d. Owners mmstyromptlY - .(y il,. avPpliar fany danmge to the plant(s), vdieh mns¢tntals)enintegrat Paxofihe b,oraannon emimology. fitterra Filterra" Standard Plan Notes files ton9ttt.rh� A EWE wit shell Ne CUAwwed US th DO mdelavab cgrdrng In the siz, . ehawn en dRR WHvW dµwiugs. Any mCdificemna to the elevation or 1,I shall he at 61 dfra:boa nfaud -W by she Engineer. B Iftha Fdlie uTII-d betas UHlDdgm Uta tap lab HOW bi placd w, box nfigg Ole 2xe wrood pr'ovid d. toPment anY antammatiaa from N..w, All i.SGwl fitlinge.s.PpllCd(tfany), most beleRm placeazpee the ddlivay. C TTC wit wilt be placed R, A tAwpwtRd aub -grade WiI a mwmnm 641 g-Cl base metcinng the fiaalgrade ofdR,. bllaern II, m. fth, vai, The mdtis b be pia N Ji 6wt ILEA wit d pap slvtr hih giadeafth bin ilia az fth uwt Comp tugdieouwd.b - ,reds ateriala to A5,6 afmaximwnd rya! *1 -298 afoptm,nm moisture. Uw itablematerinl below sub-gmde. ¢hall bemplaced to the ate engineor's epprovpl. D. Ovild PRGI Eiudl be dIipid and ePGIAd m meetthe approved drawings wiµ modl&atl HAOP.my. mat ato epm$fioK and local GGERIE OG, E On 9-Guit i,,RE th iatem 1 de fmL +and pmt d sh net IRP14 ixtaa. R 011y 0H, Lemµ styAA, ehppmg blo kab th b d tUp lab. TID tap hd ,h,Wd bas a i donto the box imb f - badfiM g HI o ITUTkg t,butyl rubber sml0ar^" W f I.Th bowls OR t,p ofth IN md bpa56RwlCd I, th ul 11GOAt GH,W NOT bI, GPEGI T'h S pph (ADGII 611 ilea¢ RI W th n - e. f nvab B ckfilhrte e1ti rddli ape f ad afN b ggvg Ih ap- PlIplid, fill to GI p 6"Efls aLL codes Peemst n heEb et in anti Watwill suit aw µfightl LL all 1 s,tnatull of hthena?t shall ttmfamtbASTM il- duected aU ran CR 9t I b f InsWlatnm OfllRdarps ,Onnd PmcazlOnlity 3lEUCnvex ", uvlesP,, e µ iG cw (rac.td .ti. F fheCmrleact i a- p.RBRIG IS ilOt p,olBOwu /edbnent control and l-wi, wvltnd each Fit-wi G cuib Swi g It twit( hw, R'IIAGt)xhz PBROP, will Rifl h file 1EII MR, t .greet Ol sort than tbO flowhae oflh. bypaz strv.ta. m Wet, ouib cpgar 6GUI FdURI ly with des glidelino may GGGA,3,lua uuEQ., Amos,¢ to rite Filtttra® envuomnenhil dsvtce. H. Each 151D,.e - t mint mcav ad giwte 46 n to enswe survivd . tlh living system dwiu; peii k0£:µ. ..Rhr. TIR. Dwy be.. I III .piped ay'st grams flow ar though. thetreegmte. _ W INtPT sI i (6Y GIBERS) A A I [ + G (w m Em) CAST PROG ]5 PVC COUPIING PIA VIEW � (OUR£l E tD nON ED) _GB' PLANT AS 5u ". iR E FlkME�B M� CA4l (NOT SH ERIGAST ANAN oD ANDUE P V.8 PoR CUWIY). SWC (R, -.B TOP sAs tD OM TIP) l SrttFEr A� O t¢ MRS BY ANERICASF PE u a1- BY AAERGA m Bx AM.I- N DNGER O. ID Ep Hf ANENI.GSr SECTION A -A F1 wwRPAamrz mnan WlE Ds -Da -o] Oven � N a PRECAST FILTERRA® Ullff � � NARROW WIOTX CONFIGURATION us fi CD - r warhal,�. w dwhaer -a 1 J Wi tFn.d near >.. as Dmaman w a bon b, vf! as I g e � E ro area _ �;mn n� Appl - M1I { J s » B adave pm Te tiPreaanL L< ) : t g 1 di v ( )aM p d by 11 Id tus E 1 EA 4 Qe o - p e Bow i» rl' rha"tl,aava�a . dmvar Pa•. gal L ao Y s dwnr xcea dwa Ae 4 clhar _ 6iltlatlaP3 fl.d do Wp h 1 hY t P rtioua oibuT w„ rQ„„ 'h I nnxeadAb 4..ypdi -_acres � e f a e anP rM ,» T ( -) edby 4 nmrutasma, wnan- :µ) u t aaa,auaana oral tv 4 =!rand Pratde.amPmamimpam .e< ro >a tro0= B4�° -e ,.�.. -ta 1 1.1i slwpnrr<aaa ¢Pear = my =tun - = tt ° Th 1 tb S L THH Po I I t Ityf op de - ttb; I' p ¢a. , TS I ;p2 Ue re SEER 3: D Ift p. p.dI.1,,P..l.eele eoMrpw ( ^ „)gcfbe exiatiag. E -P d MP rh +i d 1�P Bima.HO r ,.P � b"t EPJOn IM Imp (lP.m,� mvcr 3h i _ " STEP 11w STEP 2 d h iawu. to PP P te.worksbc a eehe a s h I l 'I A l one 1 E h d al ty h U � aiwd d f d J 1 reMde. ILEA -0,e lY Chock() i 1 II Jvnvdte,lon I watx.n.d »pemE valnednerm,P ythe tedalrty 3a. wwu. 9,lPandn] TP LI dda 1 '.:b m gp p (4. ) I tM1 6r i i a (Hhe iaa M h.,sapeoke HVydafeWtare3ua ( d dtl p p ed p R p e P ) .A 1— m inaa Se Iona qPV. r -xa rS Vwlwi ee[ 3: Simana' B W.- ii- Sifts -3. aer. l aa. Av mw o[,: geza[5 ed:YsRnratiw 3- Bllllwla[Y'ef Situ DnePdfctbnfrmn. ! I. 'nnBrovpdmc S tai rare- STIAP3 Wrnk,�eat ): 2 Yre- daxclgptp 1poLLUlaaLlomdbmd nll,e.pwsagNAe�d vor eorvb3lPn va a9afS T,epolWaniremeval regnvemern (RR)t w,.3. iaiM luserofthehvoxalues ce color¢¢ APPDCnbI urea 4Ap= �, 9n acre» tNax«.a,. , RIO 35 *(O.1304N 1,. (Egm4on S+16}. „ Awxo - 00 94 e whets T d RR 0 P d p Y m p I 1 ... ¢oft l JM mpary ° � IayeN d �M L' C M1 f i h A 1 2,111, 1 1 ) E - Di Sperm -1 uI ChI BPy aotn)tNAI of 16% (paream ,PrwssaU,n snLz Ta ayb st &. preen CRMP) rthekitg hl n b ) Im,e, =(LaWl evslmg mporv,ryuacovor A)'a LOO= % A- AOPI,�ahlaaraef 1 1 Ogerminotha qu rulpolluvme- ramvnleliiueoeyfn,rl,�sle- sy a C 0 ti.j01b091r 6 ll a 2 Go 2 29 EMB CRR f ) QO ( S2� ldau. = 4a.n,. pwmaaPar y am wlw,e: PF veep ll ant rv,,vovaterc ay'(Pero„nt exprvaaedin wnQle. mbery) "CEP- 4: .rmineU. RIaG e P Cdevelbemegt PJau4frt lm3(T.,). JiR 0I 1. Re- davelppmwitpollytmi6lcad hvs a ex pe Pea v era 5IEr E 11e1wmrno mare)aUv P-HI FuUu Rlbed (I, „J. L.,,, mlahvep d p p roux load fPPnnds pqr nbs w E =C DS (DO I 17 (Eq t) L..+.��.a [305 +(0 aay.f„„.JIr A,srza [EDnaxon stl srp -{ 6 -1x100 whow. laP&IleveloPineratoW p lsasebomusload (gawES eerYew) Wnm� I YIMay..p1Qn arttoulPfiasQLorolufaWlpoutld»pmr _ L re a lmn„ hti ono eoua (y PA, axpretsxaln wbota 1 whPtowmip R) a a- - mP us uo ulpwPem egrresxd'm - .. vemb - am, on A pp tliP9hle+nm( reYl A vPNlleablearur- (acres) 3 bK( w �[U95 1 (DOOR 75 x212$ +nDG9x NA:Yi. P Eonn ° ID nS ( an T I ^_z22x Mul 2' - powdspecya poaards plryear. BNP3': STEP.6 Uk -'c µereNtiv rant renlPval reeuben,enfSRR). (09x 9,95 1 = pobnds Cmrppar C RR ° I _- _ 95 Pauea %perye 5U 3. 5D-34 IDI D- min @Aa 11 I d.. 6h pmp. G. NkP()' __[ !0.039 x t Axz.2ft {gy- 11.0 wbevz; L 4 'a F THdHP.HwI,l ph b Tp, P �dcv p (t percemimp ) s er of BMP era %naSP aria "P.- easapmwhola pmberaJ� ran,ae e e xae.B.ue c oral) [DO, (D -ro3s= E 1 c2 Q8 = pounds peryeu Beare,. _ [3.05 +(un0I *2sx p.d EparYear 9. "HATHab the THU.- loyU rempveaby lbeprnposad t3MP(q} ,ww, - �a� „ Lam cE�,aaudn sz41 µhere L ° Punt- de,�abpmrea puliutmaloedranovc0 by peoµased BMC (pound3'Pet'yP %) E gem =PVllu(en vulemwORV H,."". ,I, docm,plfrypp Lp� = relanrePOAdavaloPmonttotel PM1OSPhoeouv loop ealelipg proposed 8Me (ponvtls per yeu) lh.....ano¢r' 1.01 -_ pounds Per'Yaar .®...,Ammo - _A FP!mda Pmyp®� .�,. Pavad»Perycar BRnafiad3 5. H, D by the f3MP(s). L. L La., (Ea .UI VYI,e� l� oI 1 pr aeMPs I, „aq..e ep an loud n.mavnJ lryp[p:yWB,bP Np.1 E..e i n - w I a sea nv erp ea BMIP):o.2 nataml a vea bYPropo asndPxn.a _ o.ss poundsAon9ear 6. VentY COmpiianca:, rc...wnuw � L 0 „66 3..6b FROWNED FLUME FLUME - SLOPED CURS NUET TOWARDS FILTERRA THROAT co FUTEREA tml TH e �E Na `�� PLAN VIEW P� ELEY • -' MUST cox) t ra+.wo n w waam N "` ow. iT HRO T P R ( P) THAN ELEy'B' SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS sIOSEE 9ELOW FOR DETAILS NOT SHOWN T - - S N D G Gtr (-F N N AV IAR. ER AT upoN REQUEST) invj Firm herzLSr •. eLowbMe PUV`e d• .. PAEGSr ELEVATION VIEW TOP stns 4 GL TR PEN NiERLD -NO FI-RA UNT, TOP SHOP ER 500.50 p RYP) G111RE TOP t _ 500.38 REs D NRO P INC THROAT PROTECTON DEVICE o N (SY T GoNTw.croRj n Paax RDRT NSTA 2 T nEG 497.00 UTIDN OF FIeLp POURED c�VTiER FLTSwu BY RAIN�51'SrEM m O start P.REGE AME � m INV CROSS SECTION 496'62 SECTION VIEW STANDARD FILTERRA THROAT OPENING toROP NIFraRamwl BD F TD E4WIN E ARE 4 ERMITTEp G AVA IAEIE RMAi. FLP -2 MMN Aufil01i1ZA N FROM FLTERRA W WRRTEN AUM GWON FROM Fl TERRA - WTe ANO D] D] 06 awD ".%. FILTERRA® TYPICAL FLOWLINE ��OLy J(J® OPENING �� OULET PIPERELATIONSXIP ME DETAIL a www.alm.re.rnw ww.w.alea,.a.ewn A A aria dd, FAwH0 wit prfrxrtd ONLY by NIP SI Thnh. HPP ,bIPfGR I"il 'tnle{P t fi d beau t1 t TIn irz• aamt ,wWthy pr] gate fu11Y itnhzM dI ed (Calfk ds pmg;gme 5iw1Pwag 1¢bee1 w raping pl d), nega g III h e F GGGwial . ' . ling t Fdtd " system. Gam shall be Liken Juan, aanstructionnot to dmlwga pmtectnve daaaiandtop pimes• B. Aciretionmcladea irzatdEarim, of plent(a }and mulcklayera asaarcssuy A Each ap�atlYirvwalled'Fik iobenxunim ncd bythe5nppligr,Dea Snpplicrapptwed for For a nwwnvmpened of l ycar. Tho cost of llus RI is to be incidded m the pax connei ofagch Fdterza ",,utit. Extended mxirterwnCe.rnrliads are available at exLams1 upon request. B Amuaim I deaiwii ww . Erm hdukdriEw . The vials a re schedded rally; utB VGRg t BIG., and patle 't I d that mRyiwhlde A.]. sadsairds Tb fall vBithetpth ystem by ud aeca.axvelaafliI. C Each WClnded M iRNwrw viAt¢motets oflhe foflewtng rooks. 1. IR t patron 2. F gn dPh sdy GRIeh.0 nosh. val s. Fl Md di sh «� a cssmy 4. Platut hahh Al n andpnmfig otreplacoun .Ga AGGy 5. Rcpla f ui h 6. afar[ flwve itenw 7. Min emrd plot d Ru d s4 avaiiabl GwRU q i) D Tlbegim*mdn&gdw f5uppliw'sobligafimw,,itig WedyAwMAaLlRD . deWrNincd by the SuPFlier th tms,horystem acne d. Owners mmstyromptlY - .(y il,. avPpliar fany danmge to the plant(s), vdieh mns¢tntals)enintegrat Paxofihe b,oraannon emimology. fitterra Filterra" Standard Plan Notes files ton9ttt.rh� A EWE wit shell Ne CUAwwed US th DO mdelavab cgrdrng In the siz, . ehawn en dRR WHvW dµwiugs. Any mCdificemna to the elevation or 1,I shall he at 61 dfra:boa nfaud -W by she Engineer. B Iftha Fdlie uTII-d betas UHlDdgm Uta tap lab HOW bi placd w, box nfigg Ole 2xe wrood pr'ovid d. toPment anY antammatiaa from N..w, All i.SGwl fitlinge.s.PpllCd(tfany), most beleRm placeazpee the ddlivay. C TTC wit wilt be placed R, A tAwpwtRd aub -grade WiI a mwmnm 641 g-Cl base metcinng the fiaalgrade ofdR,. bllaern II, m. fth, vai, The mdtis b be pia N Ji 6wt ILEA wit d pap slvtr hih giadeafth bin ilia az fth uwt Comp tugdieouwd.b - ,reds ateriala to A5,6 afmaximwnd rya! *1 -298 afoptm,nm moisture. Uw itablematerinl below sub-gmde. ¢hall bemplaced to the ate engineor's epprovpl. D. Ovild PRGI Eiudl be dIipid and ePGIAd m meetthe approved drawings wiµ modl&atl HAOP.my. mat ato epm$fioK and local GGERIE OG, E On 9-Guit i,,RE th iatem 1 de fmL +and pmt d sh net IRP14 ixtaa. R 011y 0H, Lemµ styAA, ehppmg blo kab th b d tUp lab. TID tap hd ,h,Wd bas a i donto the box imb f - badfiM g HI o ITUTkg t,butyl rubber sml0ar^" W f I.Th bowls OR t,p ofth IN md bpa56RwlCd I, th ul 11GOAt GH,W NOT bI, GPEGI T'h S pph (ADGII 611 ilea¢ RI W th n - e. f nvab B ckfilhrte e1ti rddli ape f ad afN b ggvg Ih ap- PlIplid, fill to GI p 6"Efls aLL codes Peemst n heEb et in anti Watwill suit aw µfightl LL all 1 s,tnatull of hthena?t shall ttmfamtbASTM il- duected aU ran CR 9t I b f InsWlatnm OfllRdarps ,Onnd PmcazlOnlity 3lEUCnvex ", uvlesP,, e µ iG cw (rac.td .ti. F fheCmrleact i a- p.RBRIG IS ilOt p,olBOwu /edbnent control and l-wi, wvltnd each Fit-wi G cuib Swi g It twit( hw, R'IIAGt)xhz PBROP, will Rifl h file 1EII MR, t .greet Ol sort than tbO flowhae oflh. bypaz strv.ta. m Wet, ouib cpgar 6GUI FdURI ly with des glidelino may GGGA,3,lua uuEQ., Amos,¢ to rite Filtttra® envuomnenhil dsvtce. H. Each 151D,.e - t mint mcav ad giwte 46 n to enswe survivd . tlh living system dwiu; peii k0£:µ. ..Rhr. TIR. Dwy be.. I III .piped ay'st grams flow ar though. thetreegmte. _ W INtPT sI i (6Y GIBERS) A A I [ + G (w m Em) CAST PROG ]5 PVC COUPIING PIA VIEW � (OUR£l E tD nON ED) _GB' PLANT AS 5u ". iR E FlkME�B M� CA4l (NOT SH ERIGAST ANAN oD ANDUE P V.8 PoR CUWIY). SWC (R, -.B TOP sAs tD OM TIP) l SrttFEr A� O t¢ MRS BY ANERICASF PE u a1- BY AAERGA m Bx AM.I- N DNGER O. ID Ep Hf ANENI.GSr SECTION A -A F1 wwRPAamrz mnan WlE Ds -Da -o] Oven � N a PRECAST FILTERRA® Ullff � � NARROW WIOTX CONFIGURATION us fi �ipla�liNNGls1iN06� T�f3. �. -.:A] w i W ti c:W w Gw 1R •1�' � ✓ a"1 V PA sIH /J W 0 Z W a 4. �' W r r L) co V/ d a EpLTH OF BRIAN C. M TCHELL Llc. No, 035724 03/08/73 FfS /ONALE Zj 2 �i a W W REVISIONS DATE ITEM 02 PER COMMENTS 03 08 13 PER BLDG REV DATE 09/12/11 SCALE NO SCALE PROJECT MANAGER III C. MITCHELL, P.E. CHECKED BY PROJ.# 20110240 SHEET Ij' C -13 V/ d a EpLTH OF BRIAN C. M TCHELL Llc. No, 035724 03/08/73 FfS /ONALE Zj 2 �i a W W REVISIONS DATE ITEM 02 PER COMMENTS 03 08 13 PER BLDG REV DATE 09/12/11 SCALE NO SCALE PROJECT MANAGER III C. MITCHELL, P.E. CHECKED BY PROJ.# 20110240 SHEET Ij' C -13 EpLTH OF BRIAN C. M TCHELL Llc. No, 035724 03/08/73 FfS /ONALE Zj 2 �i a W W REVISIONS DATE ITEM 02 PER COMMENTS 03 08 13 PER BLDG REV DATE 09/12/11 SCALE NO SCALE PROJECT MANAGER III C. MITCHELL, P.E. CHECKED BY PROJ.# 20110240 SHEET Ij' C -13 II,V I 1 II I'l I II' I I {{ III III 525° "W II I RED .. \ _ .. .._ &MIRMIN ( "EXISTING TREE TO BE s\ REM(ZVED AND 0 I WITH SQPHORA JAPONO \ I \ �I DECLINE ANY MATERIALTHAT HE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 7. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL FROM ANY DAMAGE DUE TO LANDSCAPE WORK. 8 IN AREAS WHERE PLANTING OCCURS IN WET SOILS, RAISE THE PLANT 4" ABOVE THE NORMAL PLANTING DEPTH AND PROVIDE 4" OF #68 STONE AT BOTTOM OF PIT. SHAPE SURROUNDING GRADE TO MATCH. 9. ALL PLANT BEDS SHALL BE MULCHED 3" IN DEPTH AND EDGED CLEANLY WHERE ADJACENT TO ANY EXISTING LAWN, SOD, OR SEEDED AREAS \ { \ I 10 FIELD ADJUSTMENTS MAY BE NECESSARY BECAUSE OF SITE CONDITIONS. MAJOR ADJUSTMENTS MUST BE APPROVED BY THE LANDSCAPE DESIGNER. \ f 11. PLANTING PROCEDURE FOR PLANT MATERIAL SHALL BE IN ACCORDANCE WITH ALL DETAILS. ' AULCH IMITS R T ES ED P E �I B \ A B I MAPL I � � I I 9 2 i \ EXISTING DEALERSHIP BUILDING \ IF 490.00 E T ETOBE \ REMOV ND REPLACED \ WITH P}yORAJAPONICA \ STANDARD NOTES REQUIRED ON LANDSCAPE PLANS 1. ALL PLANT MATERIAL SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 2. A CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1- 800 - 552 -7001. 3. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE GOOCHLAND COUNTY PLANNING DEPARTMENT PLANS REVIEW SECTION. 4. LANDSCAPING WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREAS AND AT THE ENTRANCE /EXIT LOCATIONS 5. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS BY A SITE REVIEW AGENT OF THE GOOCHLAND COUNTY PLANNING DEPARTMENT PRIOR TO RELEASE OF THE CERTIFICATE OF OCCUPANCY. 6. THE OWNER IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT ARE REQUIRED PER APPROVED LANDSCAPING PLANS. DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED DURING THE NEXT PLANTING SEASON 7. PLANT MATERIALS SHALL HAVE ALL STRINGS OR ROPES AT THE BASE OF THE PLANT CUT AWAY FROM THE TRUNK (INCLUDING BIODEGRADABLE BRANDS OF ROPE). 8. NO LANDSCAPING SHALL BE INSTALLED THAT OBSTRUCTS ACCESS TO FIRE HYDRANT OR OTHER FIRE DEPARTMENT CONNECTIONS. A CLEAR AREA OF 5' SHALL BE MAINTAINED AROUND ALL FIRE DEPARTMENT CONNECTIONS. SHRUB SMALL DECIDUOUS TREE SYMBOL TOTAL QUAN. BOTANICAL NAME 4 SET ROOT MILL TOP AT LANDSCAPE PLANTING NOTES EXISTING GRADE LEVEL S PA 1. ALL WORK SHALL BE COORDINATED WITH THE VARIOUS TRADES. HEIGHT SPREAD �Q R IN SAUCER. ME BACKFILL SPREAD EXISTING GRADE LEV L SO3L 6' MIN. . ROPES AT TOP OF I 2. ALL PLANTS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM � '�II FINALACCEPTANCE. 111 1 1 1 �" �� P1 _ 7 �, , � 1 11_ ��,$� 1 1_ I I_ l i 1 ♦" ��- I I 11 1 11 1 \ • I P I I 1 1_ 1 1 ° 1 ' 1 . i .li. I ,11 .1,_1..•1._1. 1 1� P I .I...1: �1j3 `Ift- _�3 , LTOPSOIL MIX OR CLEAN N/A 3 WOODEN STAKES \ I B &B - �� ... NOT TO_SCALE \ Acer Rubrum 'Autumn Flame •Ii ''i - iii's7 F- �i::y: �� CUT AND REMOVED. TOP 6 OF 4 -!i !i .000004 4 - 1 1 N/A 15' 3. LANDSCAPE CONTRACTOR WILL PROVIDE OWNER WITH DETAILED B &B Meduim Deciduous ��.I 1 1 _I 11 11 11 �I- '1- '1 -'1 -'1 i1 .1 16 Juniperous Horizontalis 'Bar Harbor' I _1: P•1 - 1 EXISTING f ? CLEAN 6` -6' T PSOIL MIX OR CLEAN WRITTEN LANDSCAPE MAINTENANCE INSTRUCTIONS PRIOR TO FINAL EXISTING SOIL BACKFILL a5 X BALL DIAMETER MINIMUM E ISTING SOIL BACKFILL NOT TO SCALE NOT TO SCALE 40` -60` 40 -60 B &B Meduim Deciduous ACCEPTANCE. SHEET /J - •.,*, '" - - " "� 4. ALL SOIL USED SHALL BE FREE OF SUBSOIL, FOREIGN MATTER, ROOTS, ..._ ,_ STUMPS, AND STONES LARGER THAN 2" IN DIMENSION. -- `— 5. DO NOT MAKE SUBSTITUTIONS FROM THE PLANT LIST. BID MATERIALS SHOWN ON PLANS. SIZES INDICATED ON PLAN AREA MINIMUM. 6. THELANDSCAPE DESIGNER RESERVESTHE RIGHTTOAGCEPTOR DECLINE ANY MATERIALTHAT HE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 7. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL FROM ANY DAMAGE DUE TO LANDSCAPE WORK. 8 IN AREAS WHERE PLANTING OCCURS IN WET SOILS, RAISE THE PLANT 4" ABOVE THE NORMAL PLANTING DEPTH AND PROVIDE 4" OF #68 STONE AT BOTTOM OF PIT. SHAPE SURROUNDING GRADE TO MATCH. 9. ALL PLANT BEDS SHALL BE MULCHED 3" IN DEPTH AND EDGED CLEANLY WHERE ADJACENT TO ANY EXISTING LAWN, SOD, OR SEEDED AREAS \ { \ I 10 FIELD ADJUSTMENTS MAY BE NECESSARY BECAUSE OF SITE CONDITIONS. MAJOR ADJUSTMENTS MUST BE APPROVED BY THE LANDSCAPE DESIGNER. \ f 11. PLANTING PROCEDURE FOR PLANT MATERIAL SHALL BE IN ACCORDANCE WITH ALL DETAILS. ' AULCH IMITS R T ES ED P E �I B \ A B I MAPL I � � I I 9 2 i \ EXISTING DEALERSHIP BUILDING \ IF 490.00 E T ETOBE \ REMOV ND REPLACED \ WITH P}yORAJAPONICA \ STANDARD NOTES REQUIRED ON LANDSCAPE PLANS 1. ALL PLANT MATERIAL SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 2. A CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1- 800 - 552 -7001. 3. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE GOOCHLAND COUNTY PLANNING DEPARTMENT PLANS REVIEW SECTION. 4. LANDSCAPING WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREAS AND AT THE ENTRANCE /EXIT LOCATIONS 5. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS BY A SITE REVIEW AGENT OF THE GOOCHLAND COUNTY PLANNING DEPARTMENT PRIOR TO RELEASE OF THE CERTIFICATE OF OCCUPANCY. 6. THE OWNER IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT ARE REQUIRED PER APPROVED LANDSCAPING PLANS. DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED DURING THE NEXT PLANTING SEASON 7. PLANT MATERIALS SHALL HAVE ALL STRINGS OR ROPES AT THE BASE OF THE PLANT CUT AWAY FROM THE TRUNK (INCLUDING BIODEGRADABLE BRANDS OF ROPE). 8. NO LANDSCAPING SHALL BE INSTALLED THAT OBSTRUCTS ACCESS TO FIRE HYDRANT OR OTHER FIRE DEPARTMENT CONNECTIONS. A CLEAR AREA OF 5' SHALL BE MAINTAINED AROUND ALL FIRE DEPARTMENT CONNECTIONS. SHRUB SMALL DECIDUOUS TREE SYMBOL TOTAL QUAN. BOTANICAL NAME 4 SET ROOT MILL TOP AT EXISTING GRADE LEVEL S PA GUY WIRE HEIGHT SPREAD �Q R IN SAUCER. ME BACKFILL SPREAD EXISTING GRADE LEV L SO3L 6' MIN. . ROPES AT TOP OF I EXIST � '�II MULCH 3' HIM 111 1 1 1 �" �� P1 _ 7 �, , � 1 11_ ��,$� 1 1_ I I_ l i 1 ♦" ��- I I 11 1 11 1 \ • I P I I 1 1_ 1 1 ° 1 ' 1 . i .li. I ,11 .1,_1..•1._1. 1 1� P I .I...1: �1j3 `Ift- _�3 , LTOPSOIL MIX OR CLEAN N/A 3 WOODEN STAKES \ I B &B - �� ... NOT TO_SCALE \ Acer Rubrum 'Autumn Flame •Ii ''i - iii's7 F- �i::y: �� CUT AND REMOVED. TOP 6 OF 4 -!i !i .000004 4 - 1 1 N/A 15' 9 O B &B Meduim Deciduous ��.I 1 1 _I 11 11 11 �I- '1- '1 -'1 -'1 i1 .1 16 Juniperous Horizontalis 'Bar Harbor' I _1: P•1 - 1 EXISTING DECLINE ANY MATERIALTHAT HE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 7. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL FROM ANY DAMAGE DUE TO LANDSCAPE WORK. 8 IN AREAS WHERE PLANTING OCCURS IN WET SOILS, RAISE THE PLANT 4" ABOVE THE NORMAL PLANTING DEPTH AND PROVIDE 4" OF #68 STONE AT BOTTOM OF PIT. SHAPE SURROUNDING GRADE TO MATCH. 9. ALL PLANT BEDS SHALL BE MULCHED 3" IN DEPTH AND EDGED CLEANLY WHERE ADJACENT TO ANY EXISTING LAWN, SOD, OR SEEDED AREAS \ { \ I 10 FIELD ADJUSTMENTS MAY BE NECESSARY BECAUSE OF SITE CONDITIONS. MAJOR ADJUSTMENTS MUST BE APPROVED BY THE LANDSCAPE DESIGNER. \ f 11. PLANTING PROCEDURE FOR PLANT MATERIAL SHALL BE IN ACCORDANCE WITH ALL DETAILS. ' AULCH IMITS R T ES ED P E �I B \ A B I MAPL I � � I I 9 2 i \ EXISTING DEALERSHIP BUILDING \ IF 490.00 E T ETOBE \ REMOV ND REPLACED \ WITH P}yORAJAPONICA \ STANDARD NOTES REQUIRED ON LANDSCAPE PLANS 1. ALL PLANT MATERIAL SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 2. A CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1- 800 - 552 -7001. 3. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE GOOCHLAND COUNTY PLANNING DEPARTMENT PLANS REVIEW SECTION. 4. LANDSCAPING WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREAS AND AT THE ENTRANCE /EXIT LOCATIONS 5. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS BY A SITE REVIEW AGENT OF THE GOOCHLAND COUNTY PLANNING DEPARTMENT PRIOR TO RELEASE OF THE CERTIFICATE OF OCCUPANCY. 6. THE OWNER IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT ARE REQUIRED PER APPROVED LANDSCAPING PLANS. DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED DURING THE NEXT PLANTING SEASON 7. PLANT MATERIALS SHALL HAVE ALL STRINGS OR ROPES AT THE BASE OF THE PLANT CUT AWAY FROM THE TRUNK (INCLUDING BIODEGRADABLE BRANDS OF ROPE). 8. NO LANDSCAPING SHALL BE INSTALLED THAT OBSTRUCTS ACCESS TO FIRE HYDRANT OR OTHER FIRE DEPARTMENT CONNECTIONS. A CLEAR AREA OF 5' SHALL BE MAINTAINED AROUND ALL FIRE DEPARTMENT CONNECTIONS. SHRUB SMALL DECIDUOUS TREE EVERGREEN TREE LARGE DECIDUOUS TREE SYMBOL TOTAL QUAN. BOTANICAL NAME 4 SET ROOT MILL TOP AT EXISTING GRADE LEVEL SPEC.. GUY WIRE HEIGHT SPREAD �Q R IN SAUCER. ME BACKFILL SPREAD EXISTING GRADE LEV L SO3L 6' MIN. . ROPES AT TOP OF I EXIST � '�II MULCH 3' HIM 111 1 1 1 �" �� P1 _ 7 �, , � 1 11_ ��,$� 1 1_ I I_ l i 1 ♦" ��- I I 11 1 11 1 I_II .11•_��liIP�Ii, .11 11 11 . .11 �I� '1��1�..11 1 • I P I I 1 1_ 1 1 ° 1 ' 1 . i .li. 4 ,11 .1,_1..•1._1. 1 1� P I .I...1: _�3 , LTOPSOIL MIX OR CLEAN N/A 3 WOODEN STAKES 2.5 X BALL DIAMETER MINIMUM EXISTING SOIL BACKFILL B &B - �� ... NOT TO_SCALE Ii -4- Ili 4 Acer Rubrum 'Autumn Flame EVERGREEN TREE LARGE DECIDUOUS TREE ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PLANT SCHEDULE SYMBOL TOTAL QUAN. BOTANICAL NAME COMMON NAME SIZE —GUI WORE SPEC.. GUY WIRE CALIPER HEIGHT SPREAD . SPREAD EXISTING GRADE LEV L EXIST MULCH 3' HIM REVISIONS DATE ITEM 4 Acer soccharum 'Goldenspire' 'GOLDENSPIRE' SUGAR MAPLE _�3 WOODEN STAKES N/A 3 WOODEN STAKES 12' -20' B &B - �� ... RDIPES AT T P BE BALL TO BE Ii -4- Ili 4 Acer Rubrum 'Autumn Flame •Ii ''i - iii's7 F- �i::y: �� CUT AND REMOVED. TOP 6 OF 4 -!i !i .000004 4 - 1 1 N/A !i_ li_li I�DOOi'�� !i -Li_I .11 _li_ �� I_li.�l�. AGE TO BE CUT BACK AS B &B Meduim Deciduous ��.I 1 1 _I 11 11 11 �I- '1- '1 -'1 -'1 i1 .1 16 Juniperous Horizontalis 'Bar Harbor' EXISTING SDIL _1: P•1 - 1 EXISTING 1' ? CLEAN 6` -6' T PSOIL MIX OR CLEAN 2.5 X BALL DIAMETER MINIMUM EXISTING SOIL BACKFILL a5 X BALL DIAMETER MINIMUM E ISTING SOIL BACKFILL NOT TO SCALE NOT TO SCALE ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PLANT SCHEDULE SYMBOL TOTAL QUAN. BOTANICAL NAME COMMON NAME SIZE MATURE SIZE SPEC.. REMARKS CALIPER HEIGHT SPREAD HEIGHT SPREAD REVISIONS DATE ITEM 4 Acer soccharum 'Goldenspire' 'GOLDENSPIRE' SUGAR MAPLE 2.5 (Min.) N/A N/A 40' -50' 12' -20' B &B Medium Deciduous O 4 Acer Rubrum 'Autumn Flame 'AUTUMN FLAME' RED MAPLE 25" (Min.) N/A N/A 40' -60' 30' -50' B &B Meduim Deciduous > 16 Juniperous Horizontalis 'Bar Harbor' BAR HARBOR JUNIPER N/A 6" 1' C -10" 6` -6' B &B Shrub 3 Sophoro Japonica "Princeton Upright" 'PRINCETON UPRIGHT' SCHOLAR TREE Min. (Min.) N/A N/A 40` -60` 40 -60 B &B Meduim Deciduous GRAPHIC SCALE o n IN FEE ) 2 O This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. C 2013 Townes Site Engineering 0 rn In N I v � Z o CO r- N Cd .r W to .q w Z V r-I O � O Z O W W LL a� ' r MIA, V/ q O a �EpLTH OF BRIAN C. TCHELL Lic. No. 035724 03/08/13 IF S ' /ONAL ENS ti A E � � N REVISIONS DATE ITEM F211,112 PER COMMENTS 04127112 PER COMMENTS 03 08 13 PER BLDG REV DATE 09/12/11 SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.# 20110240 SHEET /J J/ L -1 �EpLTH OF D� BRIAN C. TCHELL U., No. 035724 ,p 03/08113 � �i A Q U N ti N REVISIONS n � h N N 1" = 20' BRIAN C. MITCHELL, P.E. 10240 0 w ua nt I m l'J � Z ono W W �W �' 'd w Z °° b o Z ® W W b O p, �EpLTH OF D� BRIAN C. TCHELL U., No. 035724 ,p 03/08113 � �i A Q U N ti N REVISIONS n � h N N 1" = 20' BRIAN C. MITCHELL, P.E. 10240