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HomeMy WebLinkAboutSDP200700005 Plan - Approved 2007-06-07ii[sl 0 1 =4 1, Aw'i %L qk� qkIIIII4IIIIIIIi mi �ff I's F a m r a 1 0 L %"4 4 OWNER: CHARLOTTESVILLE LAND, LLC 2120 STAPLES MILL ROAD, SUITE 300 RICHMOND, VIRGINIA 23230 PHONE NO.: (804) 678-9000 x204 FAX NO: (804) 678-9001 ATTN.: MR. J. PHILIP CORNETT E—MAIL: pcornett®cmchq.com DEVELOPER: CORNETT HOSPITALITY, LLC 2120 STAPLES MILL ROAD, SUITE 300 RICHMOND, VIRGINIA 23230 PHONE NO.: (804) 678-9000 x204 FAX NO.: (804) 678-9001 ATTN.: MR. J. PHILIP CORNETT E—MAIL: pcornett0cmchq.com LEGEND PROPOSED -' ASPHALT PAVEMENT 23931= CULVERT OR STORM SEWER PIPE 0 DRAINAGE STRUCTURE NUMBER INDICATES MINIMUM FINISHED BUILDING ELEVATION THAT MIN. F. F. 177.00 CAN BE USED ON A SPECIFIC LOT IN ORDER TO GET BUILDING (S) OR (D ABOVE THE 1% STORM ELEV. OR TO OBTAIN GRAVITY SAN. SEWER (S) DENOTES SAN. SEWER (D) DENOTES DRNNAGE INDICATES LOTS WHICH MUST HAVE DRAINAGE IMPROVEMENTS INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED FOR THAT LOT. REGULAR SEEDED EARTH DITCH WITH DIRECTION OF FLOW CROSS WITCHING OF EITHER OF THESE INDICATES THAT PAVED DITCH LINING MAY BE NECESSARY IF SUITABVEGETATION CANNOT BE ESTABLISHED IN DITCH UNE. LE EC -2 LINED DITCH WITH SEEDING ------E— PAVED LINED DITCH ro' A T JEXISTIN PAVEMENT L[ l� PETER JEFFERSON PLACE RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA FINAL SITE PLAN Q8' INDICATES DRIVEWAY PIPE SIZE IF GREATER THAN 15' pO--►— SANITARY SEWER UNE �—W-- WATER UNE 174./ PROPOSED FINISHED GRADE CONTOUR ELEVATION E/p DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB FIC DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL FACE CURB) B/C DENOTES BACK OF CURB ® DENOTES FILL AREA (NO FINISHED CONTOUR SHOWN) DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DRAINAGE PROPERTY UNE - ``-l► SANITARY SEWER — -r. — WATER UNE — POWER LINE — TELEPHONE LINE U DENOTES UNDERGROUND OH DENOTES OVERHEAD —AAs— GAS LINE ...>. CULVERT OR STORM SEWER PIPE —� FIRE HYDRANT z BENCH MARK LOCATION 10 EXISTING CONTOUR ELEVATION Q8' INDICATES DRIVEWAY PIPE SIZE IF GREATER THAN 15' pO--►— SANITARY SEWER UNE �—W-- WATER UNE 174./ PROPOSED FINISHED GRADE CONTOUR ELEVATION E/p DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB FIC DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL FACE CURB) B/C DENOTES BACK OF CURB ® DENOTES FILL AREA (NO FINISHED CONTOUR SHOWN) DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DRAINAGE W w Nv Q ENGINEER: o C z RUMMEL, KLEPPER, & KAHL, LLP 7-02 801 E. MAIN STREET, SUITE 1000 a cn r Iz- RICHMOND, VIRGINIA 23219 W w PHONE NO. : (804)782-1903 U) � o LJ FAX NO. (804)782-2142 V) a E—MAIL mmills®rkkengineers.com X W Li ATTN. : MALACHI M. MILLS, PE W �w [L INDEX H SHEET N N0. TITLE LWT) \ 1 OF 10 COVER SHEET 2 OF z GENERAL NOTES & TYPICAL DETAILS z OF 10 EROSION CONTROL NOTES & DETAILS 0 OF 0 EROSION CONTROL PLAN 5 D � U OVERALL LAYOUT PLAN U OF Lp N0: I-W 7 of Q� W UTILITY PLAN O W CL D a OF 00 2 W OF W DRAINAGE ANALYSIS PLAN & PROFILES N OF 10 OVERALL W.P.O/B.M.P. COMPLIANCE PLAN LS -1 DD U >N V n C OD 13� N N Z ^ O N Z ^ O N z O vw d m ,. Li v 0 0 M Li 0.. L) .. 0 NY N M 0 ~ W W N N Z I W w Nv Q ENGINEER: o C z RUMMEL, KLEPPER, & KAHL, LLP 7-02 801 E. MAIN STREET, SUITE 1000 a cn r Iz- RICHMOND, VIRGINIA 23219 W w PHONE NO. : (804)782-1903 U) � o LJ FAX NO. (804)782-2142 V) a E—MAIL mmills®rkkengineers.com X W Li ATTN. : MALACHI M. MILLS, PE W �w [L INDEX H SHEET N N0. TITLE �► N 1 OF 10 COVER SHEET 2 OF 10 GENERAL NOTES & TYPICAL DETAILS 3 OF 10 EROSION CONTROL NOTES & DETAILS 4 OF 10 EROSION CONTROL PLAN 5 OF iC OVERALL LAYOUT PLAN 6 OF 10 LAYOUT PLAN 7 of 10 UTILITY PLAN 8 OF 10 GRADING & DRAINAGE PLAN 8A OF 10 DRAINAGE ANALYSIS 9 OF 10 DRAINAGE ANALYSIS PLAN & PROFILES 10 OF 10 OVERALL W.P.O/B.M.P. COMPLIANCE PLAN LS -1 LANDSCAPE PLAN - ARB SUBMITTAL VICINITY MAP LS -2 Scale: 1" = 2000' LS -3 L1 NOTES: 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.) 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE SURFACES OF MANHOLES (UPPER STATION- LOWER STATION -4' - LENGTH) 3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES. 5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS CONSTRUCTION ACTIVITY. r�,Q,iTH OJT, f 6/4/07 9 M.M. MILLS III Reg. No. 19880 LANDSCAPE DEVELOPMENT DETAILS LANDSCAPE DEVELOPMENT DETAILS LIGHTING & PHOTOMETRIC PLAN APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER / ZONING (/ ENGINEER INSPECTIONSg.2� ARB V DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY - VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE oa ro 1 0 G � .—vy SDP 2006-080 w w () �oZ' d� 04 O J O`ry1 F av? Q7mO Z �� Ny o �Ot ., N I �► N T N � � o I W ix � � I � o ~ W= W W Z v U ik S 0 Ju U U O w i �oZ' d� 04 O J O`ry1 F av? Q7mO Z �� Ny o �Ot ., N _ �► N N 00 � U)M N 0� N C Go ~ W= W W C9 v CLIL S Ju O i 2C4 J V W ac d v m G_ _Five BAL NOTES 1. EXISTING U7TL/71E5 • 1. 7H£ IOCATON OF EXIS17NG SEWER, WATER, POWER, GRS, 7ELEPHONE, ANO OTHER U77LMES AND 57RU07URES WHICH ARE LOCATED ACROSS UNDERNEATH, 2. ALONG AND WITHIN THE L/AB75 OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON 770E PLANS, AND WHERE SHOWN ARE ONLY APPROXIA947RY CORRECT. PR/OR TD CONS7RUCTION, THE CONTRACTOR SHALL N077FY 770E UNDERGROUND J. PR07EC77ON CENTER (I//SS UDUTY) AT 1-800-552-7001 AND, AT HIS OWN COST, VER/FY 7HE LOCATIONS AND EZE✓A77ONS OF ALL EXIS77NG U77LI77ES WITHIN THE UM/7S OF C011457RUC17ON. HE SHALL IV077FY INC ENGINEER 4, IMMEDIATELY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON TH£ PLAN. THE CON7R407OR SHALL 5 BE LIABLE FOR ALL DAMAGE DONE 70 ANY S7RUCTURES OR PROPERTY THROUGH HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE STAKES, HUBS EIC. DESTROYED S WILL BE REPLACED AT THE CONMC70RS EXPENSE THE CONTRACTOR SHALL N07FY THE APPL/GiBLE GOVERNMENTAL PUBLIC WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR M START 7. OF WORK ON THE PROJECT. B 2 l.e lERle/SAND WORKMANSH/P ALL AA7ERALS AND WORKMANSHIP SH41L BE DONE /N ACCORLLWCE W77H THE LATEST EDITIONS OF,' (A) S7AMWDS' AND E'POAD BRINT OF DGE' SW040PECIfMA77OAS". DESIGN (B) APPLICABLE ALBEA94RLE COUNTY ORO/NIINCES AND REGULATIONS 1. (C) THE LATEST RULES AND REGULA7701VS GOVERN/NG CONSTRUC770N DEMOL177ON AND EXG4VA701V AS ADOPTED BY THE SAFETY CODES COMMISSION OF THE COMMONWEALTH OF MRG/NN AND OOSHA. 2 3 DEM7ON fROM PLANS NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PR/OR WRITTEN J. APPROVAL OF THE OWNER, ENGINEER AND AFFECTED GOVERNMENTAL AGENCIES 4, CLEARING AND C-RUBE/NC• 4• A ALL GROWTH OF TREES, OTHER VEGETATON AND 08IEC70N4BLE DEBRIS SIALL BE CLEARED AA0 GRUSSED FROM TIF PROPOSED AND AREAS AS WELL AS AREAS NDIC ATED TO BE GRADED ON THE PLANS BU/LD/NC 5 B. ALL CLEARING AND GRUBS/NG W7'H/N THE UTTL/TY EASEMENTS AND SPECLAL AREAS SMIL BE TO F11 -WC 6 *077, NECESSARY TO CONSTRUCT THE EAH£N75 SHOWN PLANS. C. ALL 7REES BRANCHES VEGETA77ON ANO DEBR/S SHALL BE DISPOSED OF 7 /N A LEGAL AANNE7R ACCEPTABLE TO 770E OWNER AND ENGINEER. BURN/NG 8 PERMITS WILL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE. D. INTERSE077ONSDSHALL BE REMOVED CH OBS7RUCr SIGHT A ALL 7REES VED SO AS M OBTAIN TH£ lMM7MUMCES AT R5/GHT DISTANCE AT EACH IN7ERSECDON. S MPSO/L STR/PP/NC- COMRACTOR SHALL REMOVE TOPSOIL TO 175 DV77RE DEPTH FROM ALL AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE THE 70PS0/L FROM THE SITE AT OWNERS D/RECT70N. 5, GRAOING A. RL14DWAM EASEMENTS AND SPEC14L FILL AREAS TO BE GRADED AND COMPACTED TO THE FINISHED SUBGR4DE OR GRADES AS SHOWN ON THE PLANS CON7R4C70R OR OWNER SHALL HAVE REPRESENTATIVE SUBGRAOE CBR TEST RUN AND SHALL REPORT 70 7HE OWNER, ENG/NEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES ANY TEST WH/CH SHOW A CBR OF LESS THAN 10 N SUCH 04SESE DESIGNED l7O MEET WITH TE ACTUAL SOIL COND 77ONS ENCOPAVEMENT OESION MAY HAVEUNTERED E B. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN 7HE Ra4DWAY PARKING AREA OR ANY SPECAL FILL AREA IT SHALL BE REMOVED f770A% THE ENTRE PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL WHICH IS SUITABLE FOR RL14DWilY (OR BUILD/NG SITE) CONTRUCTON AS PER 'VD07' REOUIREMLW75 AND ANY SPECAL REOUIREMEN75 OF 7HE COUN7Y OWNER, ENC/NEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES. C FILL AND BE COMPACTED TO 95X S7D PROC70R DENS ArOP7MU MOSTUR£1 ++--2X UNLESS SPEC/RED 07HERW-CE ON 7HE PLAN. D ��� �S NS Sma BE ON /N SUCH A AHNNER SO AS 70 E. AT ALL ROAD IN7ERSEC77ON9 IN A CUT SECTION, THE BACK SLOPES AND w4A,7ATON SHALL Be CUT LACK 077H AT LEAST J.'1 BACK SLOPES SO AS ICT PROVIDE THE BEST POSSIBLE SIGHT DISTANCE F. STWLAARD SPRING PDXES (SB -1) AND UNDERORUN SYSTEM (4VD-1 440-1) WILL BE INSTALLED AT LOCATOR SHOWN ON THE PLANS AND WHEREVER FIELD CONDMONS WARRANT 7 DRAMAGE SMUG LRES AND MINOR EXCAVATION A ALL PIPE CULVERTS AMD STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER OF 1 FOOT AND BE MADE OF THE A14IER641 SPECIRED ON THE PLANS. 1F TI/S PRAIECT /S LO(.47E0 /N ALBEAWLE COUNTY, ALL STORM SEWER SHALL H4VE A MINIMUM OF 4' INCHES AGGRETA47E BEDDING AA7ERA1. B. BACKFILL FOR ALL 4177L/TES W7H/N PROPOSED S7REE7S SH4LL BE PLACED GENERALLY /N ACCORL14NCE WITH ALBE94RLE COUNTY U77LITY SPECIF7C47IONS AND 770£ FOLLOWING CR/TER64• 1) NO TRENCH SHALL BE BACKFILLED 4IN77L AUTHOR/ZED BY 770E INSPECTOR OR OWNER OR HIS AUTHORIZED REPRESEHTATI E A47ERALS USED FOR BACKFILL FROM THE 7RENCH BOTTOM TO 12 INCHES ABOVE THE PIPE SHALL BE SELECT AM ERAL, FRET FROM FROST, LARGE CLODS STONES AND DEBRIS. /T SHALL BE TFROUGHLY AND CAREFULLY COMPACTED 70 INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE. 2) 84CKRLL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT THE DEPTH OF THE )PERCH TO OBTAIN 95X DENSITY AT OP7MUM M0/S7URE+-2X THIS IS TO INSURE A SUITABLE SUBBASE ACCEPTABLE FOR PROPOSED S7REE7S AND PARK/NG AREAS 3) IF 1N 7HE OPINION OF THE OWNER, THE ENG/NEER OR ANY AFFECTED GOVERNMENTAL AGENCY 770E A94 ERLAL TAKEN FROM THE DITCH IS NOT SUITABLE fZ7R B4CKRLL IT SHALL BE REMOVED AND ACCEPTABLE A47ERW USED FOR BIICKRILINO SHALL BE OBTAINED. C. )REACHES SHALL Be EXC4VAIED TO A MNVIM41M OF 4 INCHES BELOW 7HE BOTROAH OF THE BARREL OF 77,E PIPE AND A BEDDING SHALL BE' PROVIDED AND INSTALLED OF SELECT AR ERAL SUITABLE TO MEET W07 PB -I PIPE 1NSTALLA770N REOUIREMEMS TRENCHES SH4U. NOT BE CUT OVER 16 INCHES WIDER THAN THE OUTSIDE DAMETER OF THE PIPE UNLESS AN UNSUITABLE FOUNDA77ON AN7ERAL /S ENCOUNTERED 8 aecF AND PAVEMENT ITEMS A S4186RADE MUST BE CHECKED BY AF7FC7ED GOVERNMENTAL OFFICALS, AND OWNER FOR GRADE, TEMPLATE AND COMPACTON BEFORE BASE /S APPLIED. B. BASE AND PAVEMENT AAIERMS' SHALL MEET ALL 114007' SPEC/F7G477ONS AND SHALL BE APPLIED IN ACCORLIWCE WTHH 7XF CURRENT W7' SPE0/- F7C477ONS. ALL AATERALS MUST BE TESTED AND APPROVED BY VDOT' OR APPLIC48LE GOVERNMENTAL AGENCY OFFICALS PR/OR TO EMPLACEMENT C. PAVING OPERATONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND APRIL 1 WITHOUT WR07EN AUTHOR/ZATON OF ALBEM•WLE COUNTY OFFICALS AND 7HE OWNER D. WHEN USING PUC MILLED AGGRE2.47E BASE A647FRAL WHICH /S TESTED BY WOT' OFFICALS AT THE PLAN, THE TEST WILL BE GOOD FOR 90 DAYS ONLY. ADD/T70N44 7N PLACE" TEST SHALL BE 94DE AFTER 90 D4YS E. WHEN LOCAL 84SE AHATERAL (TYPE /l) /S PROPOSED FOR R04D 84SE IT SHALL BE TESTED AND APPROVED BY VDOT' OFfIC144S PRIOR TO BEING USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SH4LL ALSO CHECK AND APPROVED LOCAL 84SE MITERALS FOR DEPTH, COMPACTION, AND CONSISTENCY ONCE /7 HAS BEEN PLACED /N ROADWAYS 9. ALL ENTRANCE PERMITS 70 PUBLIC RD4OS MUST BE OBTAINED BY THE CONIRAC70R AT HIS E1'PENS£ PR/OR TO CON57RUC770N. ALL 07HER PERMI7S NECESSARY TO UNDERTAKE THIS PRCVECT MUST BE OBTAINED BY THE CONMC70R PR/OR TO CONSTRUCTON (AT THE CONIRICTORS IXPENSE). f0. ELEVA77ONS ON 770E PUNS ARE TO DATUM ESTABLISHED BY 7HE N.C.S. OF INE N.OAA 11. A LONGITUDINAL DROP INLET (ON GR40E) SHALL BE POURED WITH THE 7HROAT ON THE SAME GRADE AS 770E ADJOINING CURB AND OU77ER UNLESS SPECIFICALLY N07ED 07HERWISE ON 77,E PLANS 12. ALL CONSTRUCTON STAK/NG WILL BE AT 770E CONM4C70RS EXPENSE U77L/Z/NG A WRGIN14 CER7F£D PROFESSIONAL ENGINEER OR LAND SURVEYOR UNLESS AGREED UPON BY THE OWNER /N WR/TNG. COP/ES OF ALL S/TEWORK CUT SHEETS ARE TO BE FURN/SHED TO ENG/NEER FOR HIS REVIEW PR/OR 70 CONSTRUCTON CON7R4CT0R SHALL BE LABL£ FOR ANY ADVERSE CONSEQUENCES /F CUT SHEE7S ARE NOT PROVIDED 70 ENGINEER FOR HIS RENEW PR/OR 70 CONSTRUCTOR. COST OF THIS RENEW 70 BE BORNE BY CON77RACTOR. GENERAL WATER & SEWER C.OND/T/ONS WORK SHUT BE SUBJECT 10 INSPECT ION BY AUiSIARLE COUNTY SERVICE AUDIORNY 1NSPEC70RS THE XINT I CTOR RRU BE RESPONSIBLE EOR IIODf yR G THE PROPER SERVICE AUP OR/7Y OfFICNLS AT THE START OF INE WORK. THE LOGTON OF Dr4WNG U77LMES ACROSS INE UN£ OF THE PROPOSED WORK ARE NOT NECESSARILY ON IS ME LOC41E ON INE PLAINS AMD � LUNO NES AND SDPUCILRES AS CORRECINE CORMAC TOR ALLAN7ERHLS AND 00/157RV0 N1 STALL COMPLY 017H INE LATEST MWN OF DIE GENERAL W47ER AND SEWER COA57RUCTION SPECYFIGA77ONS AS ADOPTED BY INE ALBEM4RLE COVATY SERVICE AUIM71P77Y. A47UM FOR ALL ELEVA7IONS SHOWN /N AA7VtOL GEODETIC SURVEY INC COWRICTOR s7 U BE R£SPONSNBLE FOR A'OTF)7NG MSS UTLI7Y' (1-800-552-7001). ED FROM 7HE 10P or PIPE; OVER THE CENTERLINE Of PIPE �7HS ELUDES ALL EIRE• HYDRANT UNES MEASURSEROVE LATERALS ANO 111017MINES, ETC ALL WAM R AND SEWER APPUOR7ETAWES ARE 70 BE LOCATED ONSIDE OF R04DS•IDE D/7CHES VALWS ON DF.,MDOVD LAVES SHUT BE Ai00DED 70 PROVIDE ADEM AIF RESTRVNI fOR THE VALE OUR/NO A FNUR£ EMAGAN OF TIE UNE. e/HEM F COUNTY ENG/NEER/NG GONE AL FCONSTRUCT/ON NOTES FOR S/TE PLANS PRIOR 70 ANY C01lS7RCC7W W77NN ANY EXSTAC PUBLIC RICF/T--OF-WAY, /AGYUD/M: CONNEC77ON 70 ANY L6STNG 8040, A PERM? VI BE DBTANED FROM 7HE VAGINA DEPAR7MENT OF 7RANSMAPTAIION (L•D .. 7HS PLAN AS "#N MAY AC7 ACCURATLLY ROZECT 7NE RETXLIRLWEACS OF INE PERVYT NHEX'E' ANY DSCR£PA49ES OCCUR 7HE REWRa00S OF 7NE PERM? SHUT GOVERN ALL PAMA,YM ORVNM.E RELATED AN7ERLUS AMO CMMLC77ON ME/hOOt SW" COVFORM 10 CURRENT ,SPEC/f,G170AS AND STANDARDS OF V.O.O.T. UNLESS OTHERNWE AV70 ERCESON AND SILTATION CONTROL A/EAWRES SYHALL BE A90WMD /N ACCORDWLE WITH THE APPROW 1 EROSION COATIROL MAN AND 9H4LL SE NSTALLED PRIOR 70 ANY LYEARNG, GRII OR OTNER CYM67RUCIXN ALL SLOPES AND 05IUREEO AREAS ARE TO BE FERRUZED, SEEDED AND MULCHED DIE AAXIMUM .ILLORM" SLOPE S 2.'1 (N0R&WWL'YEA7G l) WNERE REASONA&Y DRTNNII" LESSER SLOPES OF 4:1 OR BE77ER ARE 70 BE ACHIEVED. PAVED, RIP -RAP OR S7ABIULI7KW ALIT LINED O7GH MAY BE REOUIRED WHEN N THE OPINION OF TWE ALB£RMARLE CWNTY DMV70R Or DVWNEERNG OR INE ORECWT DES4I IT S DEEMED NECESSARY N OROEP 70 STA&L?E A DRVMCE CANNEL .1LL 1RAFFti CONTROL SM.NS SHUL CONFORM WIN 770E WRG D .WN�MIFORM TRAFFIC GY_N1RYL DEVIS'E'S UNLESS 0T1 A070 ALL CONCRETE PIPE SHALL LIE REINFORCED CONCRETE ARF CLASS A ALL EXGM YM fW 600A 12RO NO PIPE INSTALLATION MUST COMPLY W17H OSHA STANL44WS FOR 7HE CYN57RCC7KN NDUSORY (29 CFR PART 1926). FIRE LANE 40C477ONS SHALL BE CLEARLY INDICATED ON 7HE S418MI77ED S17E PLAN. YELLOW CURB MARKING AND APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS ARE 7HE STANDARD MEANS BY WHICH TO VELINE47T EIRE LANES. REFER TCO THE NRCIN14 MANUAL OF UN/FORM TRAFFIC CONTROL DEVICES FOR STREE7S AND HIGNAAYS SIGN COLORS RED LE77ERS & BORDER ON A WH17£ REAEC70RIZED B40KO.ROUND 77021-B S70NE :. ♦ t• , 70 95X OC r IZIRE . VS 1 DE TA IL A MINOR DRIVE / I, 1T NO SCALE (AMIN DRIVE AISLES) 2' FW- 12.54 ASPhAL T J,5* RM -25 ASP1,ALT•-may �'I--�-�'I -�•I ��i��i�� ��i��s•� MOT AOV215 S70NE 54180MOE TO BE- COMPACTM .0 is NO SCALE (7RUCK DESION4 77ON ACCESS ONLY) - 7" AIR ENTRAINED 30700 PSI CONCRETE WITH W4.OxW4.0, 6"x6' WELDED WIRE FABRIC MIN fT•��•.A,.10 ,6•It�••.• t mp /1,1/ I,.i4 A SRI; e AGGREGATED BASE COURSE i4Eww , „ . Y ASOW 40W SW A?M NO ,', LET7£RRS T TWO (2) /NCH C" YELLOW CURB MARKING SERIES FIRE LAN£ DES/GNAT/ON DETAIL S NO SC4LE NO SCALE 61 P'THPAVEMENTDL7A IL NO KENNEDY aNWNI (N -Ilei NUEILER CMMMUI (A-1 ) QOR APPRO\[(> E0.1K , STEEL PEE TME R)IL IS NOTE: HYDRANT MUST K EMIPPED MM LNARLOTiEs- MIE xAl. ST YOAJID 2 ME LOCK $TANOARD. ro a/A• MREAba, Am To MAINN ALL NSTNIATION& INS SNKL ME EKVK!® OR ASPHALT COATED w NOTE : I. SURR0.Na 'PEEP N0.ES MM p VM AND KEEP ME K CRN m 2 WHIM A S w agfR MM ME Now TO ME ME HICRNIT ( NCLVDIW ) } FINISHED p1AICDE SH SHALL ¢LRE AWAY iRLY ME GMLE NYDRAYi AND K C BD 1. ME GTE VKK 5 ALLOWED IM SNpNLER OR KNOW MCH. C [IT N LS WT KLaWED N ,11E p,CH. S. INte b"..A eheEl N t»,AT tl of L Iaou .Yn Wy hetu .te ehwe td. "'A'AL[nt pwvMa[R Il.Mtim. If tryultM to M [n wt stees. W w.P hall[ slu l M "a" sell W hraret Abell be Pied °". TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.TS. Effective AuEoet 1E, 2005 NC. w-• NOTE / PROMLIE IAMSYERSE CONM407/0V ✓ON7S EKRY / � 5' ANO EAFMNS/DV JAWS AT NO TAME 11TH / J 10' INTERNALS � lam' SEVJNO 70F11 / AM!M?w VAR/ES / CURSM; 3" CLNCRE7F BOOM PN/SYM W � Y lq Z NEW � PAWMEM `-C(NEPAC7E0 SVd^,RAOE -f U / 4' ORANUUR RLL �FOR ALL O.3' 7N/CK PREFORMED FOR TG5 JON7 RULER MOEN MGIaI ro - MXV" DEDUL NO SCALE ACHC PREC45T CONC NEW B/TUM CONC CURB STOP � PAVEMENT 75' x O -F 18-,18 W Z ATI ANCHOR &ARS i Fl a J /1,1/ I,.i4 A SRI; e AGGREGATED BASE COURSE i4Eww , „ . Y ASOW 40W SW A?M NO ,', LET7£RRS T TWO (2) /NCH C" YELLOW CURB MARKING SERIES FIRE LAN£ DES/GNAT/ON DETAIL S NO SC4LE NO SCALE 61 P'THPAVEMENTDL7A IL NO KENNEDY aNWNI (N -Ilei NUEILER CMMMUI (A-1 ) QOR APPRO\[(> E0.1K , STEEL PEE TME R)IL IS NOTE: HYDRANT MUST K EMIPPED MM LNARLOTiEs- MIE xAl. ST YOAJID 2 ME LOCK $TANOARD. ro a/A• MREAba, Am To MAINN ALL NSTNIATION& INS SNKL ME EKVK!® OR ASPHALT COATED w NOTE : I. SURR0.Na 'PEEP N0.ES MM p VM AND KEEP ME K CRN m 2 WHIM A S w agfR MM ME Now TO ME ME HICRNIT ( NCLVDIW ) } FINISHED p1AICDE SH SHALL ¢LRE AWAY iRLY ME GMLE NYDRAYi AND K C BD 1. ME GTE VKK 5 ALLOWED IM SNpNLER OR KNOW MCH. C [IT N LS WT KLaWED N ,11E p,CH. S. INte b"..A eheEl N t»,AT tl of L Iaou .Yn Wy hetu .te ehwe td. "'A'AL[nt pwvMa[R Il.Mtim. If tryultM to M [n wt stees. W w.P hall[ slu l M "a" sell W hraret Abell be Pied °". TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.TS. Effective AuEoet 1E, 2005 NC. w-• -6" 1' - O' (6H LJ 1" 0 ?' RAO/US 1 1' RAO/US � � V_W7 F H CONCRETE t\ Z Z FACE OF CONC 70 RE C[ASS A-3 'O I W = � (N//LdNG y' C4S7 /N PUCE ir CL153' A4 IF PRECAST SURFACE (p U U � J_ I BASE VN- W W 4D � � LA71.17AON .HMM W/ 0.3' W EO n 11l/CK PREFAPMED ✓LYRA RL1ER SUBBASE \ :20 S. 1' - 0' SSIONE 00M W � B W � N N 01 N d p V.D.O. T. STM, CG -2 V.D. D. T. STD. W � W -'NO SCALE NO SCALE ' 10' PER 10" Z n N n N N m O � O � RAMP DOWN PLAN RAMP DOWN o o CROSS SECT/ON � a 4:14M L ( OR MONOL/IH/C 01 POUR SIDEWALK H W / CURB � W J HP CUR CUT = � L) 4%WYE 0 � J N � O I n � W m CIC 0: p p W � Y lq Z � U U w �FOR ALL BENDS FOR TG5 MOEN MGIaI ro - - ACHC ANCHOR F E REU1Lm, O � NO, As .r x O } W W Z i SECTION 1-1 a J 2 - SECTION 2-2 PIPE pconeE RAID DNEHLas wl. Ta AAD rLam vett � J elII (W � /F[T QI.YD. W W.ID. W EFTA) 0 L N T L N T d b 250 230 Sq PTs 136 2M 6N J'8S 4.00 P • e' w 200 1A lea a,° 200 xm 200 ale zz,n T.W tae xsx a,b N i • TAp 2aD 260 ATL bP ses zla azT aw N °� u i3me i,e iw alms Tn s,e z4T 26E asz N T/1 ,.M 216 26) 0.11 W 4.q >63 1.1 aW Ip ! If . TMMIT 6 NO; ME maUIREa MIAIWt TME Nrama ; a,Nom aNec ce,� aN.W°LT DEAD rzKKe. ut aw m. WM M0 Low" SHMI K POURED ON ANY PW p' TIE "T. THE CNIULTINO !ENGINEER LUL. RE RIMPOW 12 TO ME \OMS ME T t LII OF ALL 1H R P ELOOM CONCRETE THRUST BLOCKS E, L -6" 1' - O' (6H LJ 1" 0 ?' RAO/US 1 1' RAO/US � � V_W7 F H CONCRETE t\ Z Z FACE OF CONC 70 RE C[ASS A-3 'O I W = � (N//LdNG y' C4S7 /N PUCE ir CL153' A4 IF PRECAST SURFACE (p U U � J_ I BASE VN- W W 4D � � LA71.17AON .HMM W/ 0.3' W EO n 11l/CK PREFAPMED ✓LYRA RL1ER SUBBASE \ :20 S. 1' - 0' SSIONE 00M W � B W � N N 01 N d p V.D.O. T. STM, CG -2 V.D. D. T. STD. W � W -'NO SCALE NO SCALE ' 10' PER 10" Z n N n N N m O � O � RAMP DOWN PLAN RAMP DOWN o o CROSS SECT/ON � a 4:14M L ( OR MONOL/IH/C 01 POUR SIDEWALK H W / CURB � W J HP CUR CUT = � L) O O I � � N � O I n � W m CIC 0: p p W � Y lq Z � U U w � � O � �// O W W Z a J W Q W F- a � J W � W Q W W 0 r d � 136 2M 6N J'8S 4.00 2E6 °'S1 u to T.33 u v. T.0 2Ds xa a,b .. L -PLAN PLAN W (n W U HAND/CAPPED ACCESS /HP CURB CUTI _jNO { y� SCALE Q Q CONTRACTOR SHALL BE RESPONSIBLE 70 AlAINTA/N M4.YlMUM 2Z GRADE r -j - aD/ F IE' a /N ANY OREC7TON /N PARK/NG AREA. ALSO THE MAX/MUM ALLOWABLE CROSS SLOPE a- W OF ANY ACCESS/BLE ROUTE TO BU/LO/NG FROM PARK/NC AREA /S X O Z � Q LY (n } Q � Z (n L U) co 1ILLI O O I � � N � O I n � W m CIC 0: p p W � Y lq Z � U U w � � O � �// O W W Z a J W Q W F- a � J W � W Q W W 0 r d � v N N s7DEkALK:. N I 4' MNIMLM a.go {- 11EIRAULL 4,• F12Sidi VAIN LMlmumENLn,�II . tlle) T min. penmotlan Nte wNrWrhM � 4b' w1 , a a upprewA by M• SAMae wgalnY. TYPICAL THRUST BLOCK IN FILL AREA NTS na wa-FI ELEVATION PAINT Au [)PoeED SM WIN MM z aDATs OF dnAR NDus pAMr. ICDIT6R OF sLOgfS.CHM 6 SDP 2006-080 � N J J w N J � Ay M � N °a 't 44 C4 rg W r z Ar � do 0 � DO 10 Z A� O O I � � N � O I n � W m CIC 0: p p W � Y lq Z � U U w � � O � �// O W W Z a J W Q W F- a � J W � W Q W W NDus pAMr. ICDIT6R OF sLOgfS.CHM 6 SDP 2006-080 � N J J w N J � Ay M � N °a 't 44 C4 rg W r z Ar � do 0 � DO 10 Z A� O O I � � N � O I n � W m CIC 0: p p W � Y lq Z � U U w � N J V � � 0 r d � v GEN MI EROSION AND SEDIMENT CONTROL NOTES GENER4L DESCR/P170NS ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT TEMPORARY STONE CONSTRUCTION ENTRANCE: Astons pad, located at poi is of CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM CONTROL vehicular Ingress and agrees on a construction site, to reduce the soil Broads STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT transported onto public and other paved areas. Po p CONTROL REGULATIONS. SILT FENCE: A temporary sediment barrier constructed of posts, filter fabric ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION ACTIVITY, AND and, in some cases, a wire support fence, placed across or at the toe of a slope or in a minor drainage way to intercept and detain sediment and CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING - decrease flow velocities from drainage areas of limited size; applicable wF ere ONE WEEK PRIOR TO THE FINAL INSPECTION. sheet and rill erosion or small concentrated flows may be a problem. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE Maximum effective life of 6 months. FIRST STEP IN CLEARING. STORM DRAIN INLET PROTECTION: The installation of various kinds of sediment ES -4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED trapping measures around drop inlets or curb inlet structures prior to permanent stabilization of the disturbed area; limited to drainage areas not ON SITE AT ALL TIMES. exceeding one acre, and not intended to control large, concentrated stor ater ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE flows. THESE PLANS (INCLUDING, BUT CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER CULVERT INLET PROTECTION: A sediment filter located at the inlet to stor FOR REVIEW AND APPROVAL. BY THE PLAN APPROVING AUTHORITY. sewer culverts which prevents sediment from entering, accumulating in an Fiber Mulch being transferred by the culvert. It also provides erosion control at culve s ES -6. THE IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL THE PLAN during the phase of a project where elevations and drainage patterns are .CONTRACTOR MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY changing, causing original control measures to be ineffective. APPROVING AUTHORITY. TEMPORARY DIVERSION DIKE: A ridge of compacted soil constructed at th top ES -7. ALL DISTURBED AREAS ARE. -TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL or base of a sloping disturbed area which diverts off-site runoff away fr m TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL unprotected slopes and to a stabilized outlet, or to divert sediment -laden runoff STABILIZATION IS ACHIEVED. to a sediment trapping structure. Maximum effective life is 18 months. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING TEMPORARY FILL DIVERSION: A channel with a supporting ridge on the lower DEVICE. side, constructed along the top of an active earth fill constructed in orde to ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER divert runoff away from the unprotected fill slope to a stabilized outlet o sediment trapping structure; applicable where the area at the top of the ill pp g EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN MADE IMMEDIATELY. drains toward the exposed slope and continuous fill operations make the se of THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE a TEMPORARY DIVERSION DIKE infeasible; maximum effective life is one wek. SILT FENCE NOTES TEMPORARY SEDIMENT TRAP; A small ponding area, formed by constructin an - Slit fence and filter fabric must be entrenched. earthen embankment with a stone outlet across a drainage swats, to data n Post for silt fences shall be either 2.5 x 2 Inch diameter wood or 1.25pounds sediment -laden runoff from small disturbed areas for enough time to allow per linear foot steel with a minimum length of 5 feet. Steel post shall have most of the suspended solids to settle out. Maximum effective fife is 18 projections for fastening wire to them. months. Wire fence reinforcement for silt fences using standard strength filter cloth be of 42 inches in height, a minimum of 14 gauge and shall OUTLET PROTECTION: The installation of r1prop channel sections and/or stilling shall a minimum have a maximum mesh spacing of 6 inches. basins below storm drain outlets to reduce erosion and under -cutting from Post shall be spaced a maximum of 10 feet apart at the barrier location and scouring at outlets and to reduce flow velocities before stormwater enters driven securely into the ground (min. of 12 inches) when extra strength fabric receiving channels below these outlets. is used. Without the wire support fence, post shall not exceed 6 feet. the wire RIPRAP: A permanent, erosion -resistant ground cover of large, loose, angular When extra strength filter fabric and closer post spacing are used, be; in such a case, the filter fabric is stone installed wherever soil conditions, water turbulence and velocity, expected mesh support fence may eliminated. stapled or wired directly to the post. vegetative cover, etc., are such that soil may erode under design flow Sediment must be removed when deposits reach approximately one-half the height conditions. of the barrier. $OCK CHECK DAMS: Small, temporary stone dams constructed across a Any sediment deposits remaining in place after the silt fence or filter drainage ditch to reduce the velocity of concentrated flows, reducing erosion of barrier is no longer required shall be dressed to conform with the existing the :wale or ditch. Limited to use in small open channels which drain 10 grade, prepared and seeded. acres or less; should not be used in live streams. Under no circumstances should silt fence be constructed in live steams. TOPSOIi,NG: Preserving and using topsoil to provide a suitable growth medium Silt fence shall be removed upon completion of the project. for vegetation used to stabilize disturbed areas. Applicable where preservation E & S UTILITY NOTES or importation of topsoil is most cost-effective method of providing a suitable or growth medium; not recommended for slopes steeper than 2:1 unless additional All excavated material is to be place on the uphill side of trench. measures are taken to prevent sloughing and erosion. All storm and sanitary sewer lines not in streets are to be mulched and seeded ithin 7 days after backfill, no more than 500 feet are to be open at one TEMPORARY SEEDING: Establishment of temporary vegetative cover on disturbed time• areas that will not be brought to final grade for periods of 30 days to one Construction access roads shall be located on the uphill side of the trench or year by seeding with appropriate rapidly -growing plants. over the trench whenever possible. PERMANENT SEEDING: Establishment of perennial vegetative cover by planting All construction discharge water shall be adequately filtered to remove silt seed on rough -graded areas that will not be brought to final grade for a year prior to discharge into waterways and wetlands. or more or where permanent, long-lived vegetative cover is needed on All streams crossing and stream diversions require environmental approval fine -graded areas. prior to any Instream construction (see IN -STREAM NOTES). TREE PRESERVATION AND PROTECTION: Protecting existing trees from mechanical and other Injury during land -disturbing and construction activity to ensure the SEEDING NOTES survival of desirable trees where they will be effective for erosion and sediment All stabilization/seeding will be accomplished in accordance with the Virginia control and provide other environmental and aesthetic benefits. Erosion and Sedimentation Control Handbook. Any disturbed area not paved, sodded, or built upon, will have a minimum of DUST CONTROL_ Reducing surface and air movement of dust during land disturbance, demolition or construction activities in arias subject to dust 80% vegetative cover prior to final inspection, and in the opinion of the problems in order to prevent soil loss and reduce the presence of potentially Environmental Engineer will be mature enough to control soil erosion harmful airborne substance. satisfactorily and survive severe weather conditions. Stream diversion areas, waterways, banks and related areas will be seeded and mulched immediately after work in watercourse is completed. In no case shall wetland areas be reseeded with any species of fescue. Winterization - any disturbed area not paved, sodded or built upon by October 15 is to be seeded and mulched on that date unless waived by the Environmental Engineer. Temporary seeding will be applied within 7 days to denuded areas which may not be at final grade but will remain dormant (undisturbed) for longer than 30 days. For temporary seeding use 50X of the recommended rotes of fertilizer, lime and full amount of seed and mulch required for regular seeding. Electric power, telephone, and gas supply trenches are to be compacted, seeded and mulched within 7 days after backfill. All temporary earth berms, diversions, and silt dams are to be mulched and seeded for vegetative cover immediately after grading. Straw or hay mulch is required. The same applies to all stockpiles, on site as well as soil (intentionally) transported from the project site. LIME AM FERTILIZER Lime and fertilizer needs should be determined by soil tests. Soil tests may be performed by the Cooperative Extension Service Soil Testing Laboratory at VPI&SU, or by a reputable commercial laboratory. Information concerning the State Soil Testing Laboratory is available from county extension agents. Under unusual conditions where it is not possible to obtain a soil test, the following soil amendents will be applied: PPi dmont and Appalachian Region: 2 tons/acre pulverized agricultural grade limestone (90 lbs./1000 ft. Z). Note: An aaricultural grade of limestone should always be used. Fertilizer Mixed grasses and legumes: 1000 lbs./acre 10-20-10 or equivalent nutrients (23 lbs./1000 ft. 2). Legume stands only: 1000 lbs./acre 5-20-10 (23 lbs./1000 ft.2) is preferred; however, 1000 lbs./acre of 10-20-10 or equivalent may be used. Grass stands only: 1000 lbs./acre 10-20-10 or equivalent nutrients, (23 lbs./1000 ft. 2). Other fertilizer formulations, including slow-release sources of nitrogen (preferred from a water quality standpoint), may be used provided they can supply the same amounts and proportions of plant nutrients. Incoroo�ration - Lime and fertilizer shall be incorporated Into the top 4-6 inches of the soil by discing or other means whenever possible. For erosion control, when applying lime and fertilizer with a hydroseeder, apply to a rough, loose surface. TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES begin and RATES: and as quickly as possible. MULCHES: OR NOTES: Sediment trapping measures will be installed as a first step in grading and Per Acre Per 1000 sq. ft. installation. Straw or Hay 0J - 2 tons 70 - 90 lbs. Free from weeds and coarse after grading. (Minimum 2 Areas which are not to be disturbed will be clearly matter. Must be anchored. flags, signs, etc. tons for The job superintendent shall be responsible for the Spread with mulch blower and maintenance winter cover) of all erosion and sediment control practices. or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for U 1500 lbs. I winter cover or during hot, � Rye � dry periods.* Apply as tC Z I slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" W O W lengths. Air-dried. Do not 0000 N use in fine turf areas. U) 't \O 00 Apply with mulch blower or W N W by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- W N .. dried. Treat with 12 lbs. � N � nitrogen per ton. Do not 0 O O use in fine turf areas. O 1- 00 N Apply with mulch blower, M chip handler, or by hand. Bark Chips 50 - 70 cu. 1 - 2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handier, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. MAMGEMENT 1. STI44TEG/ES Construction will be sequenced so that grading operations can begin and -Commercial or Residential 175-200 and as quickly as possible. - Kentucky 31 or Turf -Type Tall Fescue 95-1 OR 2. Sediment trapping measures will be installed as a first step in grading and - Kentucky 31 or Turf -Type Tall Fescue t General SloRe will be seeded and mulched immediately following installation. lbs. 3. Temporary seeding or other stablilzaton will follow immediately after grading. 4. Areas which are not to be disturbed will be clearly marked by flags, signs, etc. 5. The job superintendent shall be responsible for the installation and maintenance - Crownvetch ** 20 of all erosion and sediment control practices. 150 lbs. NTEJIUWCE In general, all erosion and sediment control measures will be checked daily and after each significant rainfall. The following items will be checked in particular: 1. The sediment traps will be checked regularly for sediment cleanout. 2. The gravel outlets will be checked regularly for sediment buildup which will prevent drainage. If the gravel is clogged by sediment, it- shall be removed and cleaned or replaced. 3. The silt fence barrier will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition ruches half way to the top of the barrier. 4. The seeded areas will be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed. araim ;V'AMK Eaasr. PA wnevr PUM (Sir RA 7E .102-1 Or VW VA. Dmw coNma M A (1(1MV AW AMVMMU PAVED CONS7RUC776W ENTRANCE A%WV r sWE a fs AW W s mor Aw J'SW AN ASV&r ICM �� A I �AKWP avant `_f* ZM SIDE' ELEV•4T/ON TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS Rate Planting Dates Species Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lollum multi-florum) & 50 - 100 Cereal (Winter) Rye (Se ale cereals) Feb. 16 - . A rAnnual Ryegrass Apr. 30 (Loltum multi-florum) 60 - 100 May 1 - Aug. 31 German Millet 50 (Setaria Italica) AW S cast ai AAis• ar AWFA VP ............. .... .'. ............I........0......... ........ .. .. ......... ... .. �c aawcar - N inownw„W arwar • Awr AMW AU WN PLAN I4EW ar ANDWS AAO 1L71r'iS CAMK 9W AM h=- A UK MW? nW OF 214 AMI (17 6 RJEINArME'D MI7N A AMV. OKW hOW AN. Ar Set 1 AM/ (1.37 S040WE2 AGy W MW 1WJ ANRMW SWAWW fW SNL DVOSM AAV SEMW W C W7R X AAV W XW WOW WN A AMY 1' BOLL cocK swir AFF wxw PWE 102- EXI/irSnIMM � FA�PiC MUM' 1' RAN dP sum ?anw AIfxw GY01N - AV Amt C3 40 Total Lbs. Minimum Care Lawn Per Acre -Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-1 OR - Improved Perennial Ryegrass 0-5X - Kentucky Bluegrass 0-5X High -Maintenance Lawn 200-250 H - Kentucky 31 or Turf -Type Tall Fescue t General SloRe 0 � lbs. - Red Top Gross 2 lbs. - Seasonal Nurse Crop * 20 5 r..'Z lbs. - Kentucky 31 Fescue 108 Z -Red Top Grass 2 W `". \ O - Crownvetch ** 20 O 150 lbs. 00 U stated below: U February 16th through April ------------------- Annual I May lot through August 15th----------------- Foxtail Millet � Rye � Rye tC Z I a • Crownvetch, increase rate to 30 lbs./acre. All legume seed LLJ W O W O 0000 N U) 't \O 00 U W N W \ Cir 00 W N .. Z � N � N 0 O O H O 1- 00 N M M Soae: s = 2000 W N M EROSION CONTROL NARRATIVE PROJECT DEWMIPTIONs OI THE TOPEKA'S STEAKHOUSE IS PART OF THE PETER JEFFERSON PLACE OVERALL DEVELOPMENT. IT IS APPROXIMATELY 1.8 ACRES OF LAND I j W DISTURBANCE TO PREPARE THE PARKING AND BUILDING PAD. THE SITE IS AN W W Q H OPEN PASTURE THAT DRAINS IN A SOUTHWARD DIRECTION INTO AN EXISTING =O U Z SERIES OF PONDS THAT DRAIN TO HICKMAN'S BRANCH. THE SITE IS 800' in N EAST OF STATE FARM BLVD ON THE SOUTH SIDE OF ROUTE 250. M` THE SITE IS GENERALLY A RIDGE LINE OF DAVIDSON CLAY LOAM (238) WITH THE LOWER AREAS OF RABUN CLAY LOAM (71 C -D). THESE SOILS ARE GENERALLY MODERATE IN SOIL ERODIBILITY AND PERMEABILITY. CRflWALW • W v � THE FIRST MEASURE OF EROSION CONTROL WILL BE THE INLET PROTECTION AND THE PAVED CONSTRUCTION ENTRANCE. Q W MW CONTROL _J Q IF DUST BECOMES A PROBLEM DURING CONSTRUCTION, A WATER TRUCK WILL O a' Z Z BE REQUIRED ON-SITE AT ALL TIMES, AND DUST MUST BE CONTROLLED IN ACCORDANCE WITH STD. do SPEC. DUST CONTROL, IN THE LATEST VERSION X Z OF THE VA EROSION AND SEDIMENT CONTROL HANDBOOK. 9 O > _J NOTE 44 V) O ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN W f- I W 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY W Z(- MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE INN LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED Li- U SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES LL_ SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND I/+ U SEDIMENTATION. s� NOTE:.w Z NO OFF-SITE AREAS WILL BE DISTURBED AS PART OF THIS PROJECT. W LU NOTE: EXISTING STORM PIPES O ROUTE 250 SHALL BE CHECKED FOR SEDIMENT W 0 BUILD-UP AND FLUSHED AS NEEDED PRIOR TO RELEASE cOFF BONDING. O W now Inin TABLE 3.32-) 1s• ecru SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Spec/fie kot;on Total Lbs. Minimum Care Lawn Per Acre -Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-1 OR - Improved Perennial Ryegrass 0-5X - Kentucky Bluegrass 0-5X High -Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue t General SloRe 00X (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Gross 2 lbs. - Seasonal Nurse Crop * 20 lbs. 150 Low -maintenance Slope (Steeper than 3:1) lbs. - Kentucky 31 Fescue 108 lbs. -Red Top Grass 2 lbs. - Seasonal Nurse Crop * 20 lbs. - Crownvetch ** 20 lbs. 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as As stated below: February 16th through April ------------------- Annual Rye May lot through August 15th----------------- Foxtail Millet August 16th through October------------------ Annual Rye November through February 15th---------------- Winter Rye **Substitute Sericea lespedezo for Crownvetch east of Farmville, ._ 1 Va. (May through September use hulled Sericea, all other periods, use unhuiled Sericea). If Flatpea is used in lieu of N Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding � m rr now 1 MOD/EYED CHECK SSD. & SPM 3.20 ORIOW /AUT P1R►OIECA MI periods; add 10-20 lbs. acre in mixes. "S�x4 2' � NOW SrANW 1D snapow Fx R ao1N FASW ,-"� W OW GYP AM RAW.'S ,IFAM f' AMP X 8' mw-' w`` - fXIL WVOV 717 AACPM AOnM AF• a oix caa91cr 7DyCYgCav"y S TEWO ARY SILT FENCE .SM f &MM .105-2 JIM FAMQIP fps 44"A" 6' ANX. AdMV .SI9MM a6w WNW�mlarw 1 _4:� X� = MIA! 5"' & 5"m J'07 -'SDP 2006-0811 flom Mfg* dr #1 8~ me4ftm to O O � N O •• ~ co W Y 00 .. Z U .. Q Z Q = m D W U U ACoo� w 00 O J a' J_ h �m � N s� asci Q V= Spec/fie kot;on 7M ImMod of Alit P oWtAm Is OAa of cant hMts MOO o►w/Aow OWCA Mb• A< n c orary ib RA~t &wff#/i+r V= PwMOV A, fiant of me sowtun. mIGi ow " Ywr 14 1m7, or *o cows. a /P _ -BLOCK MD GMWZ URB INLET SED/MEW RVER sm. a• MOM 3.07-a MW _ 11017H G ELEVATION OF STAKE AND �( :6 - FABRIC ORIENTATION 6-::- x i XX x sma s.�-� f1� 1 _4:� X� = MIA! 5"' & 5"m J'07 -'SDP 2006-0811 flom Mfg* dr #1 8~ me4ftm to O O � N O •• ~ co W Y 00 .. Z U .. Q Z Q = m D W U U ACoo� w 00 O J a' J_ h �m � N s� asci Q V= T 04 V= N N N Z W W � 0. � As M W J Z�o�i he Z ._ 1 X N J T THE EXISTING PONDS � MAY BE DISCOLORED i DURING CONSTRUCTION. FILTER DAMT TOP z 467. THE EXISTING PONDS `-:�-_--_- ------- MAY BE DISCOLORED ---------- tnS DURING CONSTRUCTION.=--------�;-, � _-- _- 1 "=5O TEMPORAI _NT TRAP IN D.A.s 1.36 AC. NTS Vol: 1.36(134x27)n 4,620 CU - FT -WET STORAGE REQUIRED= 29460 C.F. WET STORAGE PROVIDED= 29665 C.F. O ELEV= 486.00 DRY STORAGE REQUIREDI10 C.F. DRY STORAGE PROVIDED= 3,134 C.F. O ELEV= 487.50 1.STO NE DAM 4' DRY STORAGE EI.EV.s 487.50 +. DRY WET STORAGE _-- WET ELEV.s 486.00 CLEAN OUT AT ELEV.a 485.00 BOTTOM ELEV.= 484.0 IN I RIP -RAP VDOT #3. #357 OR #5 STONE CLOTH L\ AT/1*�\�\iTM TM n A T - I AW 0 P"TECnW ate AMMOM AWGM CONSTRUCT/ON OPERATIONS REL rIVE TO 7 /E LOCATION OF PROTECTED TREES (PLAT£ 3.38-1) NO LAND D/SWRB/MG ACTM'AES MAY OCCUR ON SITE PR/OR TO THE RELEASE OF rH£ CONSTRUUCTTON PLANS BY 1HE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT, UNLESS SPEC/f7CALLY REWIRED TO INSTALL TREE PROTECTION MEASURES A PRE-CONSTRUC770N MEETING IS REQUIRED TO REKEW TREE PROTE•C770N MEASURES ON SIX PRIOR 70 THE RELEASE OF CONSTRUCTION PLANS BY THE ALBEMARLE COUNTY DEPARTMENT OF C'OMMUN17Y DEVELOPMENT. ALL TRE£ PROTE•C77W fENCING MUST B£ IN PLACE AND INSPECTED PRIOR ro COMMENCEMENT OF ANY LAND DIS7VRMNCE AC4VTY. TREE' PROTFC77AN MEASURES SHALL B£ IN PLACE AT ALL 77ME5 AND PROPERLY MA/NTAIII UNM RAHL ACCEPTANCE OF THE PROJECT. WHEN THE PLAN REOUIR£S A TREE PRO EC77ON OEYI'C£ AND AN EROSION CONTROL DEVICE, THE MSION CONTROL DEVICE SHALL BE ON THE UPGRADE SIDE OF 7HE TRE£ PROWC770N FENCING WE INSTALLATION OF rHE TREE PROIEC77ON FENCING MAY REQUIRE MINOR DISTURBANCE OF VEGETATION 7V CONDUCT SURVEY OPEAAT IONS. THIS DIS7URQANCE SHALL BE MINIMIZED AS MUCH AS PIOts;s/BL E THE LIMITS OF TREE PR07FC77ON SAW L BE RAGGED BY AN AUTHORIZED AND LICENSED SURW YOR AFTER THE LIMITS OF CLEARING HAVE BEEN PROPERLY CALCUUT£D. THE SURVL7A7R WILL THEN USE A BUSH AXE TO CUT 1INES" IN SETTING UP THE AS.SOCA47ED CLEAR/NG LIMITS AFTER BEING RAGGED THE- OWNER SHALL BE RESPOAWBLE FOR /NSTAL.L TUN OF THE TREE PROTECTION FENCING AND SIGNAGE. ALL PURL/C, SEMI-PUBLIC, OR PRIVATE' UTILITY LINE' MUST IMUZE 7H£ LIMITS OF CLEARING AS NND16ATED ON THIS PLAN. TREE' AW7FC770N L>WNE47701V FOR LIMITS OF CLEARING. STANLaARO ORANGE VINYL OR PL 4 SAC CONS7RUCAION FENCE ATTACHED M PI (PRE -WEATHERED WOOD, GAL VAN/ZED Sr AM IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE fTN/SHED GW F WITH SPAN SETIWEEN POSTS NO GREATER TH4N 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN IDEN77FMC THE PURPOSE OF THE FENCE i.e. TREE PROTECTION FENCING. ALL FENCING AND SIGNS STALL BE- APPROWD BY THE ALBEM&C COUNTY DEPARTMENT OF COMMUNITY DEMOPMEVT PRIOR 70 INSTALLA770N. County of Albemarle Conservation Plan Checklist - To be placed on Landscape: Plans (Handbook, pp 111284-111-297 for complete specifications) 1,he [9119WIN11 itexas sawl pe snown on me umni Trees to be salved; Limits of r4saning (outside dripline of troes to be saved); Location end I type of protective fencing; tirade chatgess rewiring an wells or walls; Apr,oposed trcruching or tunneling beyond the limits of clearing. 2. All trees Lo bee saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No graditg sMII begin until the tree marking has been inspected and approved by a County Inspector. 3• FELS-co iris 91 foresee: 39, Tree preservation and protection measures shall be reviewed with the contractor on site. 4. XGUIRM401-029rilgon and Storage: Heavy equipmient, vehicular tmine and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. groWan nd Stlirnmeter Ddation Dricis Such devicesi shall not wdvatsoly affect tress to be saved. 6. ElECK Fara are not permitted within 100 feet of the dripline of trees to be saved. 7. xic mnaujubtroxic materials &ball not be stored within 100 feet of the dripline of trees to be saved. 8. r Trees to be retained within 40 fool of a proposed building or grading activity shall be protected by lancing. Feaaing shall be in place end shall be inspected and approval by a County inspector prior to grading or construction. 9. 9k AWhen the ground level sprat be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted far approval. 1 J!W;bon the ground level moat be lowered within the dripline a ties to be saved, a tree wall scall be provided; and a construction deta 0. il submitted for approval. 11. ' !� AWbat ti enching is t+egttirsd Vjd& the limits of clewing, it shall be done as far away f;'om the Imaks of trees as possible. Timaiing under a large tree shall be considered as an alternative when It is anticipated that necessary trenching will doxtroy Ibeder toots. protective fencing shall be the lost iteral removed during the final cleanup. 13. pommil Trees.2 Damaged trees shall be treated immediately by prunin0. fordlizatkn or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASZR SIGNATURE MATT) 5/1/06 Page 1 of 1 INITIAL EROSION CONTROL PLAN Wo CONSTRUCTION SEQUENCE W z z 1. THE SITE CONTRACTOR, ONCE RELEASED BY ALBEMARLE COUNTY ISPECTIONS, \ 0 0 SHALL INSTALL THE TEMPORARY PAVED CONSTRUCTION ENTRANCE WITH WASH 00 U U DOWN AREA OFF EXISTING ACCESS TO HILTON GARDEN. THE CONTRACTOR SHALL I y W M USE THE EXISTING PAVED DRIVEWAY AT WORRELL DRIVE. W W W CLO 2. TREE SAVE PROTECTION AND BARRIERS SHALL BE INSTALLED ALONG/AROUND c\o � w 0 0 DESIGNATED TREE LIMITS. 0 LO W00C'4 V > tV 9 3. CONTRACTOR SHALL INSTALL SILT FENCING ALONG OUTER PERIMETER OF W \ W \ PROPERTY LINE AND/OR TOE OF FILL SLOPE LIMITS. ^ H 00 N .. Z r-, V1 I� to 4. CONSTRUCT TEMPORARY SILT TRAP 1. SIDE SLOPES OF TRAP ARE TO BE z 0 o ~ o ~ SEEDED AND STABILIZED IMMEDIATELY. O U \d W cn W 5. CONSTRUCTION OF DIVERSION DIKES CAN BE COMPLETED. APPROPRIATE COHESIVE > W ` 0 M 0 CLAY MATERIAL TO BE USED FOR DIKE FILL. CONTRACTOR SHALL NOTIFY W o.- -- M OU GEOTECHNICAL ENGINEER OF BERM FILL SOURCE TO DETERMINE IF ANY MODIFICATION OF EROSION CONTROL PLAN IS NECESSARY. O w 6. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED 1- W AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE. IS REACHED ON ANY PORTION OF W L_ J Ii THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS Z O U TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN to DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION �t SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. Z 7. ONCE SILT FENCE AND INLET PROTECTION IS IN PLACE, ALL AREAS OF CUT AND J FILL SHOWN ON GRADING PLAN SHALL BE COMPLETED WITH APPROPRIATE EROSION W W CONTROL MEASURES INSTALLED ONCE EACH CONSTRUCTION TASK IS COMPLETED. U 8. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED PER Q J Z THE LATEST EDITION OF THE VIRGINIA. EROSION AND SEDIMENT CONTROL HANDBOOK. Q 00 0 9. ENGINEER AND ALBEMARLE COUNTY INSPECTIONS SHALL BE NOTIFIED OF ANY ■O Z Z Q EXCESS DIRT MATERIALS TO BE STOCKPILED ON SITE TO MODIFY EROSION CONTROL Z Z 25 O � PLAN. 90 > 0 W Q w I-- W NOTES WW �w CLCL 1. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INX Li". U :2REMOVED WITHIN 30 DA YS AFTER FINAL SITE STABILIZATION OR AFTER THE U) LL W 0 ab TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED W BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED V) QZ SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE 0 PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. m ciO F- LLJ 2. NO OFF-SITE AREAS TO BE DISTURBED AS PART OF THIS PROJECT. Q Z W 3. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL AND MAINTAIN ALL 0. L`' 0 0 EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS TO THE SALE O CLO W OF ANY LOT. A?Y 4. ALL ACCESS TO SITE EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE W W SHALL BE BLOCKED IN A MANNER THAT WILL NOT ALLOW ACCESS TO THE SITE. LLJ cr_ NOTE: F- A MIN. WATER TAP OF 1" MUST BE INSTALLED WITH A MIN. 1" BALLCOCK SHUT OFF VALVE SUPPLYING THE WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE to of CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE THE SEDIMENT.O 11* I NOTE: WASH WATER MUST BE CARRIED AWAY FROM THE CONSTRUCTION ENTRANCE TO AN W Cr cop APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE W Z V PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES. Q z a = 0 O W U U � OVERALL EROSION CONTROL PLAN A 0 � CONSTRUCTION SEQUENCE ` 1. ONCE INITIAL ED CONTRACTOR CAN I L EROS ION CONTROL MEASURES ARE COMPLETED BEGIN OVERALL PROJECT EXCAVATION. it : Z 2. INSTALL STORM PIPE AND INLET SYSTEM WITH APPROPRIATE INLET PROTECTION. AFTER THE AREA IS STABILIZED, THE TEMPORARY SILT TRAP CAN BE FILLED. p 3. MAINTAIN CONSTRUCTION ENTRANCE, SILT FENCE AND TREE PORTECTION. 4. BUILDING CONSTRUCTION, SITE UTILITIES, CURB AND GUTTER INSTALLATION SHALL N BE COMPLETED 5: BACK FILL OF CURB AND FINE GRADING OF SITE SHALL BE COMPLETED CONTRACT BASE STONE AND PAVEMENT INSTALLED. N 6. ALL SITE STABILIZATION AND LANDSCAPING TO BE COMPLETED. ONCE RELEASED Zi � BY ALBEMARLE COUNTY INSPECTOR, ANY REMAINING EROSION CONTROL MEASURES N 1*% SHALL BE REMOVED AT INSPECTOR'S DIRECTIONS. , IM H 7. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED PER N Ow 04 00 LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HAND BOOK. OG rd Z ,^ W W v L L O J Z � O Z r N 40 J V � W � •t Now .■. 0 0. GRAPHIC SCALE OC v so o e so loo zoo (Di FEET ) I inch - 50 ft. SDP 2006-080 ifiq (04 Ap A t N r 0 I t11j1ilWIlWill • • 1•' ' +- sfwli. /. lire / O • `` _ r • r- l • 'Y' fy y,,: v :. -,. .l, 11 1 ' a o •• , ` H/ . .•I.31 • ' jI ,• /y t • f'Zri r'' h ,` J'r S r'' rf %t i r %.•.'' 1 T a o 1 u ;." ' r5 7Xr " ^`" r, ' Vir,{ j;' yY, :,{'rirfr',r''r /r:::,, 4.r /y ,., (` , 1 1 i • * 4 . y r rf :ti S Y , r. f.. : ,. .{j: rs "c: -' y "x • • ` tr.: /f ':i'.h{',5,'' ,{ ..?'r', 'sty,y.... , .y;. S.ri'+'' ;'f'. r nr'.,s, > yr ;,„',- ,.+'' , \ ,, /' + • J'11 dpw Ji 1 ' r ul r . r ,r. fir` r 1r'`y Yr -{;.. r- r 1 I ` , 1 I r'%7f3Y?._:'.'' f ,yj'. -' yf.,. ,/ ,.i 111 1 /,f r/r J ' YF 5',t' W d 'y- • . r ) , / go Ul f _ t 'S'. ry..: } L . rv 4 "fir ' 1 . r 1 .+. ` Y,:_ . • Ld LamCL 1 r .c, 1 - `` r r " '• llll`.,,lllllll ' 0 a ! / 5,. {yi _,,, ' Yk', r ,' r ,, . ; . ` I' I .'. i F +g — E ter`/ — 4 .i mil . / p WWI nn:j..' fit" . y . `;,.' 7 • ` , i .. • od / / / / / • JIL p 1 % o y o r1 o c " % f. I ;1.7.7f /'I / / / /!.'f.7 /IIII IIIIIII / CIY r1 - Wffg&M FVV - / / A94S77R PLAN FOR , L Z N P 1M r 1" RERVIOR WA RSH£OP NOMEEFfERSON PUCE am - - PH /C .ems..2 ` •``" i " ' TOPOGRAJst° . • 1 s:: SITE WAS FIELD SUR , CA R J V, ; + CONSUL TING ENG /NEE / 1 VDOT DATUM CONTROL 0' r A9 AND STATE FARM BLVD. F 10250- 002 -105. LIGHTING NOTES: 1. THE SPILLOVER OF LIGHTING FROM LU / NT PUBLIC Ra4DS AND PROPERTY IN RESIDE RURAL AREA ZONING DISTRICTS SHALL NOT EXC 1 - r ONE —HALF (112) FOOT CANDLE. 2. EACH OUTDOOR LUMINA/RE EOUIPPED WITH A LAMP WHICH EM /TS 3000 OR MORE INITIAL LUMENS SHALL BE A FULL CUT OFF LUM /NA /RE. OVERALL DEVELOPA/ENT PLAT SCALE 1 100' IMPERVIOUS COVER= 1.01 AC, NOTE 1.01 AC. 12.02 = 5OX IMPRV. SITE S/GNAGE REOUIRED SEPARATE PERMITS PER ZONING ORDINANCE 4.15. ELL IOR LANDSCAPE AREA. r : DRIVE ISLE/ PARKING AREA: 27 800 S.F. N INTERIOR LANDSCAPE AREA ROOMED. ' 01 N f 27,800 (M) = 190 S.F. _ v r ! INTERIOR LANDSCAPE AREA PROVIDED N IN PARKING /SLANGS: J" S.F. M VN SEWED J - WZOOiJ- 1 Ej z 1 +00 / / •/ f' i I J-F aw r ' 00 i GRAPHIC _.._.._•• cd o :d so 100 zoo OPEN SPACE NOTE. ; ! REMAINING OPEN SPACE OF PARCEL 179-20B TOTAL FLOOR AREA = 7, 800 S.F. , soh ft- SDP 2006 —n80 uu 010j 0 jL\� I-Ld JL N o LL \-\-LL v J-�- �,7JA- N MECHANI L EOUIPME T SH L E -- __ �' z z SCREEN FROM �/ AND C 0 0 WSIBLE 250 ROM THE R U — to ir ENTRAN E CORR/DOR. I 10 Z a a 0 0 4 0 0 0 i 0 N N > U W W w 00 K N O a W O1 W IL N O M 0 Alps \ Edge of P gement ix 26 W _Al 545 53 p 0 •5 — s - - - _ • — - - 549 °0120'E 1,, J S48 02 ;38" S i 1 63 - ;-----I 111-0---- - _ E _ --- --- --- --- 12 .72 Fid 55, d « C� 6 W w • � `�r� � � �,.�w � fee y U I EXISTING SIGN p p P e 1 LOCATION <k Coffee �o Trees �0' �R QIP 1 5.,, ,'� Co 0 C a r-O� 1 Q z 111 11 21 S ACES O 9 IS' t• _i90 g181' Z Z �_ Z .5' FAC OF WALL 5' CONCRETE ►/ o > Q 1 182 F. i j MAS 1RY NNI w � ... ��., SIDEWALK MP.) 1 Q (/) r —� SEE ARCHrtEc uRAL PAVEMENT 'A' t' " CANOPY AREA 1 \ W w z IL r.:. q S FOR DETAILS TO M 6 5 `t x, P. �/ LA. - BUILDING O MATCH MASONRY) (TAP•) + SIGNAGE N 8 ,. S� OR H LL - CG -2 0 R mP.) N , LSI o I \ s. 00-2 L =124.98. �+ mom) 0 9'*� °• . ° ;, \ 5 • �L LL, j i . a: in T=69.27 ; ,� %� >3 r -7 W F a CHD=S13°44'03"W `I 3 �.►�: '_: s \ L LCL TJ i �� � O\� \ \ \ � � � � PPPQ°I0.SED SJ'lE 8 � , %? �'`�" 79.83' �`' •10' -t O 119. Q8 ; w: • F- a1cE urr�nNc a,; � CSJ\\ \ iO iO CONC. BUMP DUMPSTER •,:Y BLOCKS ` *1 WA KWAY RM AREA RE o O CG -6 x00 ��` •'•::i ..: to '* ' • _ ^ W m �,yy W O Y ®� 1A0 • 19.86 '� \ .µ++++1`1,/R7 G W U U Rt -1 STOP SIGN W/24' WHITE PAINTED • / O STOP BAR (•) a�5 Q ` ro Sy I. J O �� (TAP.)cb Q' OPO CG -12A LL RADII ARE NLEPLANS. \ H.P. RAMP QQJG O�+` t PAS $ N / \ _ CENTER OF BUMPER BLOCK Is • • a ►sem / / TO BE SPACED 25' FROM \\ ` 1 / / o �e ? N FACE OF CURB TO PROVIDE \ r PATI+ MAX. 2' CAR OVERHANG OBER / / ,, �ad V1 � W Z GUt �cUae' L I EX L O 7820C _ 1�_ - - -� CV \ j r1T� ,j TAX PARCEL LINE -_-�. + + - --,78= _ o a� J = r Ar _ 6 �.. + j �, \ - -- / \. \ BLOCK TO BEU PACED \`� + CURBFTO PFACE O IDE IMAX. \ + GR I E \2' CAR OVERHANG OVER \ m o m .o a SIDEWALK. 1n. / ` ` SDP 2006 10 / o r, , - U J1 L�-J JL V U o — �!/ _ 11 \"..LL JLL , L A v Ll u 1L v L�� J_L � — -- — — -- SIZINGWATER SERVICE LINa3ANDh TERS w IO o r Business Nates I AddmesofBoilding: t 5 E (ZlcaHOly Dev.lapmed Neve: Project Number TypeofUec Sjp MapiD.No. _kEkELE 5 1, z z \% 0\D U L) ».................... »......«.«.««»a.«.. PART Fixkn Valve No. of Malone Fiabne ••.•.••• 35 os� ` Flape[n Yi01e (D Z d D- Ikahtub 8 x O W O n Bedpan Washers 10 x M 0 O O O CombinationSiokand Tray 3 x ___ 04 W \ W \ Denaluau 1 l.aantd<Y -- - O_ O ~ IOn x wDmtalLavdvey DrbkgFouotdn -coni« I x w\ uboc z KiOben Sink "A' -Cennection 3 rZI� V1� \V W Cnaz l.vaery aWConnation z Tay -M Camwiou 3 O V A Cmnvaiar 1 LLJ LJ Y~ Show.Rwd(Showeronly) 4 x M - G-'-r� -- — Serrke SbtW k - W" Cermatim. 3 n L 1 \ 0 0 -ConoeUlon Of n" U O l x -- S 1�� Udml-Pedeeol Plmb Valve 35 W"Edge of Pouement K N ' try U -TWall.verve t'- x - -Trwgb RFL Unit) '- x Wink( - Saof Peuceb) 3 n w Wnwatran of -Elmo Valve 35 -Tenk Type 3 n - q --- -� (� Dlbweebw- W'Connection 5 x —.. -_.. ..—..— .— (("'fin .--..--..-_.. _.. _- .. _.._.. _.. _..—_. . V•'• CmnaGoa 10 • — .. — . yx' — .. — / V VV W � W N Wanting Mavbiw- W Cvuvection 5 x Ql I� ---' .. -- .. W 0 J -W"(Enation Il x _ S45`3 ' IP 0 + = O N ail Conatbn u n -- 15,..3'E / /l�� A � Rom Cuumd.(Wash Dawn) -W" 6 x — — VQ 0� �V) ?j O p O -Y."" 10 x — — � ✓ J 1 2 - - 54_9_°0120'z _ How (50 Pt. Wath Down) -'A" 6 x _ 63' - - — - • _ W" 9 x - — — . 72' — --F�' 111��-o- — — S48 02 38'E 5 — — — — — — — 5— w -Y"' 12 � x _ CavSimd PWum Value TEbl- �� 1-� Q 12 .ww...ww•www».wwru.rnrrrruw•..rwr-Og-rrwaw«rwwrrrwrwmw•wwwrw•w«w•rwr•fh-�r-(�_ (� ^ .ern fir.-`�tlJ/( }\%y�j,Jf — ` r[t��Clis�'�-'Y-- i PARTB (I)Domwtic Demand tv.:0..uoo M�—xSua-ee.co..vtlatenbl (j i i_i`t,-'� ti +--$ � 6 W (2) Pixed Demevd(m �wxm.0—d. owq b.manrcAi.Ynawi `� S (I)IDgadmOameEdOmDmampOdMaa6easa) - EXl5T/NG 5/GN P P1P FSO (4)Tobl Demsvd LOCA T/ON 5" fvz co fee ? Q (s)Maa sva beacdm rrne�Dcmand Coffee Trees O� Q�Pe 0 CL x LL, CL `28'07„ j, \�\ - - '' S�oRY H � 816.50' i \ O - q URp,N� �� vs \ \ �x w. RESS P G - a LLL 124.98' W D T=69.27 7 aoo ' k W a ;HD=513°44103"WCL 119.08 ' \ SA R�z O 7/p�y FIRE A1� Ot7N/E3= Nine N"E"P. FOR RMI DETAILS) ».t tr GREASE 7)W N m Ic e O LLJ••:•a W 00 LJ Z -F L) 4h SEP • %. \ \\ F a \ 1.5' DOVE3717 ElE7e o ;• _ D W L) I L) m A�� O ` \ \ \ \ ?%SERVACE L/S JP�pg� k� -q ♦ ' O I �y J' I F�-488te5 e ` `� \ \ \\ C \� s 4y�P�xp'9PC 6 6'22.5 aSVD .�� �• ` v A/ DO EX b r.... "aa W ST– QHS a:• F\ 6 FIRE It7 — — — v? / J N Fire Flow Estimate Form \� �1\�� 6' 11.25 BEND )ntematimW Fire Code Metbvd of Calculating NFF (Needed Fire Plow) — -- \ \ \ \ � � EXISTING r. VC '54N E�f R'�_ "—""rlU` \ \ l A�/JO - 22.5' ��I N fligmea: �, Date, "IILI 1 �- �-a a—� \. 5.4i �%S/\ I 000 O l i Olco PmjedNE,nandAddress: Cele By.—HI.A, AA -Flus --' 5 (. +�,5.�/� \ \ T 0 �00 o;, 2c ' N f� Type ofCaoNoetirn-Based oi ono 'oml Code Y h \ A \ \ / 0 .000NimbetafStorin:�\ \\ a0e z W_ Am PrDo"Eb)�5.F %.* Total Total Ground FloorAb Total Area ofOlDc Floors -Including Bsscmrnta ✓�]�,� � ,� \ \ \ /� IRON Wf / Told Buildne Assam Sq....Feet J-LCL—��� / • .----_ \\ ' �� / / ' �`" .. 0 c 52 p00 W M /.)/ 485-�f3 g 'fl RIQ . oN�EEED� ___ _------------.- •\ \ \ \\ L�478..9Fd F 1 ,.�" EX)STIN� / Z Nab:Lorder b aPP1Y the reduction in area for •bufidletg,•fin re need I= WALLMWvt opminge ------ / \ \ \ +je \✓ � � + j Z � \ \ / r aball be provided WITHOUT OPENINGS roles to vo penet atbve bdng peemkbd (Lv -done, duct- \ 1 '- Q ' pmetndma. pip. PmetraUoa.(B10a.1) . pm Ranativa Ratio ofPIRE WALL (rooves) �O Anne 'St gtmn Peet ll PME WALL or Either Bid. Jr 6c -- V L \., + W we AerpdrdPiro Plenrfiom lntumtimel Firer Cade -Taros B105.1 2006 GPNI _ f \�Qb Fue FlowDmaloon ioHoune fiam lnterntiond Fin Code-TebleB105.1 20SL \• °/ \ \\ \ \ ��� + w 4 � k r DIY Z sTHD F'mt Flow N (B.sed` on,�T.MI Adjuafed Square Fnot Area) m - \ Na Auteatie Sprinklers _NOh.t ReductionFactor (75%vmx) _C_%x(NFF)__a _GIII _ \' •k• _GR I � %.0i d NOTE: JMMKf1MRBQUMID FIRE FLOW NOT LESS THAN ISM GPM TOTAL GPM: ( .� \ � �\� \ \�p0�kj3k°�\\ � m o w w AT DfR'HafUM20 PSI RESIDUAL PRESSURE asa MEL R'IEEFiVDRA SPACING: ZqJ J�/ .JI \ \ BECK. MEDMWR/UMNUI OF FRtE HYDRANTS (IFC Table C105.1) Q-. F. I /• / r / r� / \\ \\O\\\\ \\. \\\\+ / / t \ ` ` ` \ E N" f•�.: /,-��.:•.` ^r -y �, AVERAGE SPACING HE'1WEEN FIRE HYDRANTS (7FC Table CIO 4� - IT /�1 IY1 1 IWr79, , �'T �/2=-i/se%d Squaoro left roar caner Of ah 00 klet /ocaw k.medlm of Us Aq Route 250 of aWwwny W to Peter fimff recta A9ewMwX 50514 ... Edge of Povement A I)T7H R/W / �« y Ff / r l / \/ 41r - 31h 2 -71 T olummam am -.,M 1*11 1-1 5 -- N r \ \ / J _ N" i 4a 55. N TP _TP TP _ - - T `TP- -TP-----."77-7 �P TPP _ _ - _- \ ' - ki �5 LOC l0 _ / - - � / 30 Vq I V 415 oO I IN, -4: - I -- 2.00 x F A si 49 ev 9 NG I �� \ / "1 ,` : % : F.F.£. = 490.50 I A- / �^ W 489 " "• I I / 00001, 0. �, �- c 49Gt55 \ 8 r/CI 491. --\ \ \ ¢90• 93.983 � Tj� \ i /� o � \ / / \ �� 00 48810.1 r1c 01, Ile •► / \ z \ ` \t , \ \ `�' I \ T 65 T/C fBB?5 - ; '-488 489 / /• _ l l I --mew- 1100,91 � ` . ' .• � . �% / / \ � � •IRS.=. �_�; \ - - _ ""-' _� �� \�. pk �9 •s• / �Z •. • ,/• 4'•' , I / - - '�� .�- -- �� \\ a, ES�p. gyp' P�. . '� 488• :./ • :� I I � \ r .:48750 ,;:: 0 \\ •' '•`�. 37 100, 10, Ar 1.01 _ w 4,01 5.4pRowE 3 4- 0000 484 dop 0 TOP= 494.00 10/MG lt? ROOF LEAAER \\\ \ \\ \ \ \ N L 104.44 L.F. OF 15"I RCP 11£-/N A FA=4&3.20 \ \ - - \ \ \\ \ \ \ \� \ \\\ \ E IRO W /IW. /N=489.5.3 , /lW. OUT=486.20 4& 0 L.F. OF 15 A HDPE' PIP£ ` I 3.20 'D 483 f /NV. /N= 46T?.010, /NY. O/JT= 479.78 _ --\ \ \ \ \�\� / EXISTING 8 �L� ` 1 S= 4.&W TOP= 490.25 (71£ M DZr DY -7) "/ RCP RASE' DI MP. TO 117.07 L.F. OF 15 AIH CUMV j \ /M/. /N=486.00 , /lVli OUT=482.16 £X. 30 ,yVO 1t71P O 48660 / D�- \\ , 1A S= 3.20X I + L. j Q \ \�\` \ L � _ TOP X487.62 130.0 L.F. OF 8V MR PVC ROOF LEADER \;�A- 0 A74* PROVIDE OPEN/NG FOR ROOf LEADER R� /NN. /N= 487.04 1W.. OMIT= 484.010 \ \ \\\ \ 1 \ 1� 1 \ �g ( A- TIE -/N O F/L=484.00 S= ?.30x _ _ _ : . \ \ 30.12 L. F. OF 15"M HDPE PIPE 217.0 L.F. OF 810 MR PVC ROOF LEADB?7. '� t \ \ HI CALE ,� //W. OUT= 479.75 RL 10 INV. /N= 487.75, /NY. OUT= 483.20 \ \ \ \ \\'�\ � \ \ \ gp� \ � �\ / \ \ 2A /lW. /N 482.00 , 20 \ i 4o so S= 2.101 _ \ \ Z �� \ \\ \ \ \ \\\ // / S= 7.00.E - `N \ \ \ \ ;r\ \ \ 1i 177E M EX/ST D/ 7) J \ \ \\ ON \ \ \\\\\\ \ �\ \ ' ;` / \1N� �\\ , �h\. \ , / i \ \ .. t : 8D\ - 080 WW • N V- '" La N a 0 No Q J N z O °- a z ` � CL Z Z Z LAJr I� 8 > U V a 0`0 >= z W W = o a J LL. O Z 0 0 O W VGo to W 1� 00 N W N � W \ �. U W W \ ZY a D Q CL O 0 D C) O �N- O 0 W U > W O M O � CL N U M U O W W N = o N N r 001 WW 6 N V- '" U N a 0 No Q J z O °- a z � CL = Z Z w I� Q > V a >= z W W = o a J LL. O N Q J VGo w W ac W -� •• 00 W W m Z_ WW ZY a D Q CL O � I U 0 A0 moo 4 r•• �� z y N Q vm ., A 6 N V- '" °' N a 0 No N 01 w Z W I� a o N W Z o a J Z N J VGo W mO ac W -� •• 00 s ZY .. � U 0 W U A0 moo 4 r•• �� z y N Q vm ., A 6 N _ '" °' N a No N w Z W W a W Z o a J Z N J VGo � W ac s hz EM: T � .. _..... .. u...... 1i II a n 11 � AI V g"L o--11��'-i- --G- � �111vr1'3L L..e, v ll�lu a v 11.E +✓• u�vf. •+urs l � _ 500 495 490 485 460 475 470 465 =1 UT/1-01 GRAPHIC SCALE a o 0.o b e6 'p IN FEW) 1 IDah . 40 It. 1+50 2+00 R9mtp41, Klgpv k K161, LIP 881 Ha0r. PROJECT: IOP a 5I5AKHOUSE 2+50 U1012A AO © / 1p 7� Q. w Oe w DO�ODEO© YEAR STORNIMAIN CALCULATIONS _a IEHD lo68ffl�-' n L OdM LOCATION LOCATION S REMA4WS HI HO M !1b1.334 18 ROEOlP R0610PP 18 19 82 OD PIPE DESIGN 172 a LL OMIN 0.17 1.19 390 Om a e E O W Y a O 5 CAN r � 18 _ E O r Q � s 0 y 0 1 0.0 1 am I OAO am 0.06 134 -1-IT-e. 8.00 4.0 022 48034 48620 0.00�T i6 0.1 11.6 O.te Oil IQ2p R 0.21 988 1,42 to 8.18 an im 1.34 a 0.0328 1e 42 Is 9.5 113 021 2 so on0. 0.61Alubm 1. 0.61 0. 6.Y! 4.13 9.b ♦ is 0.0]50 fi 0. f5 1411 )A 0.08 021 0.10 1.12 112 10.00 1.07 3m 011041 t.81 48243 49600 a 2 160.68 16 7s s2 911 0.0 1s1 b 10 E%.0.0 10 E%.80 034 0.84 0.88 Om 00 0.e] 8.00 0.18 146 1B2m 470,70 00463 16119 OA) +JA 0.0]IXap Om IXat 0.W 1.79 Om 0.00 42 4e 0.!2 411084 A - 04122 15 0.4 74 0.19 ].1 0.14 ata 1.42 O2O 1.42 0.90 0.12 83 In BA/ 4.87 9110 4n.8B 4n.86 0.9!99 1s 7A� BA o22IX 82 EK88 OA4 218 0.]4 0.1) 7 N 8.3443171111910.184n.4R ln.ts {]942 Om10 18 Om10 to 1011 1811EX EX34 Om 34 0.00 218 0.74 0.00 JOMb 9 11.02 1$11 8.24 47090 16161 0.1716t0 1{.1 254 I0.+ am IX84 OUT Om 213 0.n 0.00 06 So 0.08 928 698 340.10 457.)5 0.0980 18 172 -ur20 %, .20 E%.2 0.09 0. Om O4e M 8.00 6.18 0.12 4e0.0e 434.Be 0.00n 15 dq s.) 0.10 2+50 U1012A AO 2 YEAR HYDRAULIC GRADE LIRE o / 1p 7� Q. w Oe w 2 YEAR YEAR STORNIMAIN CALCULATIONS _a IEHD lo68ffl�-' n L OdM LOCATION LOCATION S REMA4WS HI HO M !1b1.334 18 ROEOlP R0610PP 18 19 82 PIPE DESIGN PIPE DESIGN 172 a LL 8 0.17 1.19 390 Om a e E O W Y a O 5 CAN r � 18 _ E O r Q � s 0 y 0 1 0.0 1 am I OAO am 0.06 134 -1-IT-e. 8.00 4.0 022 48034 48620 0.00�T i6 0.1 11.6 O.te Oil IQ2p R 0.21 988 1,42 to 8.18 an im 1.34 a 0.0328 1e 42 Is 9.5 113 021 2 so on0. 0.61Alubm 1. 0.61 0. 6.Y! 4.13 9.b ♦ is 0.0]50 fi 0. f5 1411 )A 0.08 021 0.10 1.12 112 10.00 1.07 3m 011041 t.81 48243 49600 a 2 160.68 16 7s s2 911 0.0 1s1 b 10 E%.0.0 10 E%.80 034 0.84 0.88 Om 00 0.e] 8.00 0.18 146 1B2m 470,70 00463 16119 OA) +JA 0.0]IXap Om IXat 0.W 1.79 Om 0.00 42 4e 0.!2 411084 A - 04122 15 0.4 74 0.19 ].1 0.14 ata 1.42 O2O 1.42 0.90 0.12 83 In BA/ 4.87 9110 4n.8B 4n.86 0.9!99 1s 7A� BA o22IX 82 EK88 OA4 218 0.]4 0.1) 7 N 8.3443171111910.184n.4R ln.ts {]942 Om10 18 Om10 to 1011 1811EX EX34 Om 34 0.00 218 0.74 0.00 JOMb 9 11.02 1$11 8.24 47090 16161 0.1716t0 1{.1 254 I0.+ am IX84 OUT Om 213 0.n 0.00 06 So 0.08 928 698 340.10 457.)5 0.0980 18 172 -ur20 %, .20 E%.2 0.09 0. Om O4e M 8.00 6.18 0.12 4e0.0e 434.Be 0.00n 15 dq s.) 0.10 2 YEAR HYDRAULIC GRADE LIRE o / 1p 7� Q. w Oe w 10 YEAR STORKDRAIN CALCULATIONS i _a IEHD lo68ffl�-' n L OdM LOCATION pp S RIM N S REMA4WS HI HO M !1b1.334 18 ROEOlP 341.40 18 19 82 PIPE DESIGN Si 172 a LL 0.0091 0.17 1.19 390 Om a e E O [� 1.70 100.10 198.00 10A F€ H CAN .� 18 R E O r Q 2611 m F Remerkfi 0 1 0.08 1 0.08 1 0.80 0.M 048 104 1 3.00 5.81 ON 401123 AMID 04020 18 1 0.4 11.5 0.18 1 2 Oil IQ2p 320D 026 0. 0.13 1,42 11 8.18 an im -00 a 0.0328 16 42 11. 21 Y EX.80 OA2 021 0.1 02] am 0. 0.61Alubm 1. 181.69 195.43 "1 OL161 1.121 OMI le.W1 1m 6.Y! 4.13 16 ♦ is 0.0]50 fi 14.4 17.6 0.00 0.62 0 021 0.10 1.12 112 10.00 1.07 3m 011041 t.81 48243 49600 a 2 160.68 16 7s s2 911 0.0 1s1 b 10 E%.0.0 am 0.94 OAS Om 213 484.03 48),52 00 0.e] In 00 4n.n 0.483 15 113 13S OA) Moo M31 Om 1.w Om Om 4Bfi.8t 400.26 42 646 6.n 4nAB A - 04122 15 0.4 74 0.19 EK 81 IX3p ata 1.42 O2O ata 487.64 I 494.00 83 adt >AO 4nm 470 04198 Is >3 911 am EAa2 E%.= am 218 0.74 OAi 7 0.9] 1138 ln.ts {]942 Om10 18 10.4 16.4 0.14 IX83 EX34 Om 218 Qn Om 01 611 1217 4nm /QJ34 0.Rn18 2 1{.1 0.04EK3s OUT Om 218 0.)4 Om 06 an 1216 4611.10 Ki]6 OORY 18 172 903 0.08 -ur20 %, om am Om 0.6) 03{ AO m QOOn is 0.10 2 YEAR HYDRAULIC GRADE LIRE o / 1p 7� Q. w Oe w q V9 4 i _a IEHD lo68ffl�-' n L OdM EL -EV, pp S RIM N S REMA4WS HI HO M !1b1.334 18 IX 341.40 18 19 82 MM Si 172 28 927 0.0091 0.17 1.19 390 Om OMD 9.63 O IX 4 Ie 1.70 100.10 198.00 10A 11.4 CAN 19 18 82 10A 7J 2611 65 0.01 O= 0.34 242 0.60 0.12 10.00 3.13 16 1111 347 4n.07 479.b 134 IX 477.12 18 16 7.7 7.3 sA 10.4 68 t.R DOW 0.47 0.42 ole 021 320D 026 .4 e.7 1,42 478.34 beim 0.81 1 1BOm 10 16 6.0 7A2. 42 )e 1 0.34 0.0000 OA2 021 0.1 02] 0.99 1- w O 1. 181.69 195.43 "1 OL161 1.121 OMI le.W1 1m a 4W.72 16 i6 42 1 4.9 92 6d b 0.62 0 021 0.10 1.12 112 10.00 1.07 3m 011041 t.81 48243 49600 a 2 160.68 16 7s s2 911 0.0 1s1 b 320 0.0024 OA7 Om 0.49 0.7] 0600 200 llm OA2 OA4 0.96 0./0 0.10 11. 0.9¢ 213 484.03 48),52 186m 1 Ass" 16 16 OA 911 02 11.6 117 1. 00002 0.02 0.86 O.b 0.10 0.444 0.95 4Bfi.8t 400.26 0 10720 6 0 022 0 911 1.87 0 Q00 0.M Om 0.00 00 094 D.dM 0.34 487.64 I 494.00 10 YEAR HYDRAULIC GRADE LISE 0. q Q. w q vo 4 7774A7 � 2s NG 4EAD L089E6 1.334 0.534 n L e EL -EV, 11 OAK REet^R'cs M TK M -, 161.40 t0 18 121 "a 122 172 R 00 0.0134 091 1.14 0.00 0.00 4S1 v 4110 MSM 498.00 O IX 4 Ie 16 122 10A 11.4 2811 l4i 11,61 0.0134 0.74 YA2 0 0.1 10.00 313 ui w -' 3.87 478.47 4n40 477112 18 16 1111 7.3 711 134 34 1.Y 00117 1Aa 0.42 020 23 OO 0.96 N � 1.118 4)11.10 Yl.lm It + 480. 6 1 A .4 e.7 ]A +0.p 0.81 04131 1112 921 o0. 032 0.76 .57 7A2. 485.43 EAn .72 + s a) I0.{ O 1- w O � w O "1 OL161 1.121 OMI le.W1 1m a U 2131 4 S0. I 400110 2 IOYA6 18 1 {.1 pd 12 1911 311 3m 011041 0.12 Om 0.411 0.71 69m 208 Ld a 2.18 166.09 487.82 U 1 Ies.a3 18 1 121 911 1 QS§ I US 1 1+7 IAO OAO0.t OA4 0.96 0./0 0.10 11. 0.9¢ 0.00 186m 611026 0 6 0 0 0 0 9983 101 f37 OA000 Om (1001 0=1 0.00 0111 0.444 O.H 16!.84 STORM SDP 2006-080 0 6 N U N O O rn Ja Z 3n z i=)M n N � J M W 00 o N v Q 2 O U a^� N 0 Q y ,L) LL. N ui w -' US Q QLLJ a O I 0W C> 0.o W W \ N � N ch y It 00 U w \ W \ N ) z n EAn QO N M O 1- w O � w O U O a U rn 2 \ M > w cc O Ld a ^ U WW 01b N U N O O Ja Y 3n O UJ N � J M W 4_ Q' N aNr Q 2 O U a^� N 0 Q y ,L) LL. N 0.0 w -' a Q y a z I a 0.o W m WW N U N O O Ja 3n O _ N � U M O O Q' N aNr Q WXZ 40 z �� 0 Q y ,L) LL. w 0.0 w -' DJ Q y a z a W m W � V U dw w Z Ocl- Y N ) L O N O O 3n N N � N O N 40 m 40 O UJ Y 0.0 W W v AN L M o zMi V U O' w Z L J N J 3n N J � N N 40 N W W v AN L M W zMi c Z Y N QO J V � W oc •t 00 cc D. v OP nP A9aOaWD WA MRUNE /1) 1 t \ 1 ` r r ' r r r I r r err /. O: Aftipft Jundim p.port u6d Ty..9.» Flow F D« nand W" Cdoa, and ra o yH0'8 N lttiOjOb OM nd 0.00 fM.d 0.00 64o.2t 49808 if IoM - 1 DMMnd ado A Q07 AC ' 64016 W27 3 AM sR G I as0 OA6 Fb•q AM- V': ;. . 640.16 67.13 SAW 24.64 25.50 I 0.06 Fbwd aav Ac 640.16 60.30 MI- 5 av Fiwd Q c4 aso x Fb ad I.X A 640.16 W 7 . Mw a 7s 477.00 ZM*-,Dwnwd A9aOaWD WA MRUNE /1) 1 t \ 1 ` r r ' r r r I r r err /. O: Aftipft Jundim p.port u6d Ty..9.» Flow F D« nand W" Cdoa, and ra o J-eo lttiOjOb Imo,OM nd 0.00 fM.d 0.00 64o.2t ODA 4f7,60;IoM - 1 DMMnd ado FA"0.00 64016 W272sRDom"Id OA6 Fb•q 0.00 640.16 67.13J-60 24.64 25.50 Osnwd 0.06 Fbwd 0.00 640.16 60.30J41 Fiwd Q 100.00 0 .000.00 Fb ad 0.00 640.16 6Y.051477.00 ZM*-,Dwnwd 0.00 Fbad OAO 640.12 70.56J -w4,0 47'2 Za1w,Domed IMAD Fbed 100.00 4W.12-72.52J-53 472.51 zee -1 544,97 0.06 FMMd 0.00 640.12 72.52J-64 4M.20M1 b OAb Ford 0.00 640.12 72.74J-06 4MOOr Unsp-1 D nd 0.00 Rod 0.00 640.21 73.64J-35 61.00 oM•i D+dwid 0.00 Fbrd 0.00 640.21 75.37J-67 J-4/ 486M 440,00 ROW1 GOMM 0.00 Fbwd 0.00 640 22 75.36 Z OMfM1d 0.00 fMd 0.00 640.23 66.63 009 44"jto1N•1 DwrMnd 0.00 Fwd 0.00 440.23 06.36 sow"WI& */drN t NO W.gAPOrt Two sw* now Horizontal Scale 1 " =20' 0' 20'40' Vertical Scale h r r 7' v r 00 -- T r-. CO o r a W O W J N LA - U wllV N Wv J 1z o or Q Pat) J J4)0 Oboo a .b 0.00 rwd W H Qv) r M LY I- Mn[2 J-60 40:06 zo wl D«nwid 000.00 FAad LJLJ Lai 0.00 060.00 566 p6 24.64 25.50 Q Z LLI 45 4'220 oar-i M WLAJ a DN11Md 100 Fiwd Q 100.00 543.94 645.00 2.6.55 J-5, NJ X 409.6'ZogO -i r- Dow p11Nhd 040 Ph"0:00 5,6.06 27.% o Hyd*at ,77.Any -i Domed a,00RM Frad FM»d 0.00 544,97 27.00 J-63 47'.7;Off ZEN -t DMlld 40CAO FImd 000.00 543.5,25.0, J-54 47l.IoM-,D.m.nd 4o Fbid 400.00 5Q o0 546.13 545 .15 31.42 3,.4s J•56 7Z.60 Zoht'Domed 0.00 Fsesd 0.00 545.19 31.054 466.00 21 2 -1 04wMnd DorwwW 0.00 RMid 009 NUO 37.42 J•57lotti DO'Mnd 000 fiNd 0.00 5,0056 30..10 0A0 p 0.04 567.51 30.59J - 41Ltw1 DWWd 0.00 Fbwd 56504 1.33 0.00 Fbeed 0.00 566.44 83 TOO FWK,;IdMMjpn p U%...brwaw wed. O Oti 04 0701MM tMllrodi.P.C.E wJM &*M ow ANDMW o JORDA" VANUCA&W.0NaS7OhoohldVMMdOJF* W O6M 07.06aS A0jtP*A 1410S." -'t360 pop tar F*M- vpjcs*jpjr 1 -4w1 s"yv3 p1Eo14'ro J ""WN "JM% gn TuU Horizontal Scale 1 " =20' 0' 20'40' Vertical Scale h r r 7' v r 00 -- T r-. CO o r a W O W J N LA - U wllV N tp O O 1 I rn N 0II- w [Y o W Y 00 ZW U Q z Q i 0OwUU A O1 r O Z y 7 .1 J Wv J 1z o 0 Q i J 0 CL z Z o >Z W H Qv) r 00 LY I-CL L,J LL p V)M r/ LL.V) LJLJ Lai Q Q Z LLI Q cc M WLAJ a w WL Q M 0 Z @ NJ X t No 2 r- tp O O 1 I rn N 0II- w [Y o W Y 00 ZW U Q z Q i 0OwUU A O1 r O Z y 7 .1 J 0 q* 0 N J N W H W- C4 00 5 U) M N 000 Z L cc M W ZaNJ X t No 2 r- J I-o W 0 o CO EX. 8" W/L WW f' ?LE 4F EXI'7' 12 " ; ' fORCE A&W bz MEW M TMZI J 14*vq P(i LyiGl6!fAGE ARI 10700 AC. 71.45 AC. M.50 AC. ALM M AC) AC. (AC) (SIC.) (AC)• 9.69 5.81 60 X p/O B/0 O 25.82 1 X 67 X p/O B/O O 1.83 i 9.72 6.80 70 X 20.63 11.56 56 X P/O / O 6.20 310 50 X P/D / O 12.20 K O 7.24 LL (£XEMP7) ® - -- --- - -- P/O D O 1.45 485 60 X P/O D O 1.45 l EXEMPT) ® - -- - -- - -- P/0 WORRELL (EXEMPT) O - -- - t - - -- EXEMPT) ® - -- - -- - -- P/O PP 1/ EXEMPT) O - -- - XEMPT) ® --- - -- --- P/O PP N/ (EXEMPT) O - -- 1.97 1.24 63 X P P V O 745 C. U. O 1.25 0.75 60 X P/O A. C. C. / MV H. O 6.0? x.15 69 X P10 A. C. C. / MV H. O 3.00 4.97 2.97 60 X OPEN SPACE O 19.33 O 'OX OPEN SPACE O 28.63 , STA. (EXEMPT) ® --- - -- --- ROADWAYS O 6.67 .434 80 X Ra 4OWAYS O 2.58 BLDG. ® 0.23 0.22 95 X 101 f. ATA'lF140 , Z, "1.0 A I tr'lR.rlrLlLf 1 PH dKk sw A O f_JM AV A I ACID A r• j a AVOW RR= 31.5 /bs/ RRX= 26 X MOM AMMV- M 1 1 W r ,' " . , .1.i .fir .1 ate - i I i ' , 6q _NMMMWMPMA 'P' no G m Ar NO i Y^ \ P, , 410, fir -..r 11EWLAPP L At RR= 69.5 /bs /y RRX- 37 X AVaq2gM A AD 11MVV.W.LL1•. ' / _. • * ••• fi . • '.` , . 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TOTAL CARMT9 MTDM 12—NEEDLEPOINT HOLLY TOTAL CANOPY AMA MWORM, .0" AC*" (2J94 9r) SITE TME 04 ROMIRCH!NT, TOTAL CANOPY AMA PRIONADWo 0-20 AiCIR" ( W)S oAHOPYo 10% OF SITE TOTAL $1M ^WZA, 2,01 ACRES OF) RgWRW CANOPY AREA, 020 AtCRES (6,112 OF) TOTAL PARKINO 9FACISs k72 TOTAL _ ffam A N-05CA L5 -I I 50ALE:1 " =20' - 0 " n o /I r I 111 1 r 7 W O 0 o. A O i a W H Q 6 EUCUTM PARK DR. • STE 300 ATLANTA Y GiONMA 30321 P 40412481 MO F 404 1246 ( M wwwjwmm REVISIONS NO.DATE ISSUE m 7 cowva mwaTs OVIW wItrya meson D 0 W V Ld W W o Q o = W V)v W Z o cn c5 W zWQ o= TITLE LANDSCAPE PLAN - ARB SUBMITTAL DATE 11 SOB Na 06150 DWG FILE 06=W DRAWN BY STH CHECKED MGH SCALE raw SHEET LS-1 1 OF 3 Z fie Q r oG a O 0 O O D EA W x c x r m ocO' 10' 20' 40 NORTH is FLM -TINS PROCEDURE I. EXCAVATE FOOTBALL PIT. 2. ADD EXCAVATED SOIL t TAMP. SET TREE SUCH THAT TOP OF ROOTBALL IS 2-0" HIGHER THAN FINISHED &RADE• 3. BACKFILL W/ SOIL MIX 4 "WATER IN". 4. CC pLtET'E BAADD �GFI�, CONSTRUCT TRENCH 5. STAKE t GUY SECURELY. '�IIIIIIIII IIIIIIIIIII O.G. GUY HIRE ��F REMOVE BURLAP ON TOP 1/2 OF ROOTBALL FINISHED GRADE MULCH LAYER (AS SPECIFIED) TRENCH wee (Tyr) (Ag SPECIFIENTINS D) MIX ADD EXCAVATED SOIL AS NEEDED TO BRING TREE TO FINISHED GRADE. TAMP LIGHTLY BUT THORLU&HLY pR�O�I1�TREE TO =1111=' IIIII 11, SCARIFY BASE PLANT PIT I ' �� EXGAVATININ & PIT. BREAK THROUGH 4 LOOSEN ALL 'HARDPAN" (REMOVE AS 1= NECESSARY TO FACILITATE ' DRAINAGE) 6EN!£RAL NOTES: I. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTING. SEG. 02400. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFIL:LIN6. 3. IMMEDIATELY SOAK WITH HATER 4. DO NOT BREAK ROOTBALL. RUBBER H05E- (AS SPECIFIED) GUY HIRE (AS SPECIFIED)-��' MULCH LAYER (AS SPECIFIED) �� STAKE (A5 SM DRIVE BELOW REFER TOS ROOTBALL PIT DETAIL RUBBER HOSE (AS SPECIFIED) GUY (AS SPEC MULCH STAKE (AS SPECIFIED) DRIVE BELOH GRADE EXCAVATED GUY HIRE TOP OF ROOTBALL PIT MULCH III (BOTTOM OF FOOTBALL PIT) m I NOTE: SET TRPRIOR E S� K N6 PLANTING PROCEC9)BE I. EXCAVATE ROOTEALL PIT. 2. ADD EXCAVATED SOIL t TAMP. SET TREE SUCH THAT TOP OF ROOTBALL IS 2-5" HIGHER THAN FINISHED GRADE. 3. BACKFILL H/ SOIL MIX t "WATER IN'. 4. COMPLETE EO&E tt ADD SPECIFIED' ULCH- CONSTRUCT TRENCH 5. STAKE 4 6UY SECURELY - I? REMOVE BURLAP ON TOP 1/2 OF ROOTBALL FINISHED GRADE MULCH LAYER (AS SPECIFIED) PLANTING SOIL MIX (AS SPECIFIED) ADD EXCAVATED SOIL AS NEEDED TO BRING TREE TO FINISHED &RADE. TAMP LIGHTLY BUT THORCU6HLY PRIOR TO SETTING TREE TO PREVENT SETTLIN6. CULTIVATE SOIL IN LANDSCAPE AREA TO A MINIMUM DEPTH OF t2" TRENCH EDGE (il'P) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB IIIli = SCARIFY BASE OF PLANT PIT IIII _ WHEN E CC ATIN& PIT. BREAK 1 -IIII:=11THROUSH � LOOSEN REMOVE AASS _ _ - _ _ IIII-IIII-fllll NECESSARY TO FACILITATE III"` IIII=IIII=IIII=IIII-IIII=IIII= "" =lnI=IIII-IIII IIII=""- DRAINAGE) Holm . --..11=1111 -IPI- I. SEE SPECIFICATIONS FOR DRAINAGE TEAT REQUIREMENTS PRIOR ITO PLANTING. SEG. 02400. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN SACKFILLIN6. 3. IMMEDIATELY SOAK WITH NATER 4. DO NOT BREAK ROOTBALL. TYPIr,AL TREE ROOTBALL PIT RUBBER HOSE (AS SPECIFIED) 6VY HIRE (AS SPECIFIED) MULCH STAKE (AS SPECIFIED) DRIVE BELOW GRADE MULCH Ill (BOTTOM OF ROOTEALL PIT) EXCAVATED 5011-� EVERGREEN (BROADLEAF) LS 2 ��'I •r -o a >q ALANTINS PROIZ&V RF I. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED 501L t TAMP. SET TREE SUCH THAT TOP OF ROOTBALL 152-3" HIGHER THAN FINISHED GRADE. S. BACKFILL H/ SOIL MIX t "WATER IN". 4. COMPLETE BACKFILLING, CONSTRUCT PIT ON LOWER SIDE, TRENCH F'D6E;� ADD SPECIFIED MULGk. 5. STAKE t GUY SECURELY. TRENCH EDGE (TfP) FINISHED &RADE REMOVE BURLAP ON TOP 1/2 OF ROOTBALL MULCH LAYER (AS SPECIFIED) PLANTING 501L MIX (AS SPECIFIED) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE. ADD EXCAVATED SOIL AS NEEDED TO BRING TREE TO FINISHED GRADE. TAMP LIGHTLY BUT THOROU&HLY PRIOR TO SETTING TREE TO PREVENT SETTLING. O.G. GUY HIRE I SPACING IIII FOOTBALL TOP OF 1�1 ROOTBALL PIT D IIII - MILT -TRUNK TRS III- �g ALL 'HARDPAN" (REMOVE AS -IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII-IIII_ I .o "'1 =IIII-uu,-IIII= II'_ W MULCH RING (BOTTOM SENERAL NOTES, py"� OF ROOTBALL PIT) 4. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTING. SEG. 02400. 2. -0' 3. IMMEDIATELY 50AK KITH NATER GROWN BED 2-5". TOP OF FOOTBALL TO RUBBER HOSE O BE A MINI. OF 2" ABOVE FINISHED GRADE. pLgX,I O ROOT BALL MULCH (A5 5PEGIFIED) CULTIVATE A 4" MINIMUM LAYER OF PLANTING SOIL MIX INTO BED. NOTE.SPECIFIED I. ATTACH GUYS TO THE O O FINISHED 6RADE CENTRAL LARGEST TRUNK. F 404 12R I M 2. SPADE STAKES EVENLY 1 AROUND (t OUTSIDE) w Jgw=m 111 UNDIS'RIRBED 51,1156RADE ROOTBALL PIT SUCH THAT WIRES DO NOT COME IN o NO. DATE ISSUE TRENCH EDGE (TYP) - - - CONTACT ATH OTHER TRUNKS. 02/v/07 catryco _ y.a`` IIII=3. SET TREE PLUMB CULTIVATE SOIL HITH ROTO -TILLER TO A r «. III IIII=1 PRIOR To STAKING -J MINIMUM DEPTH OF 12" BREAK THROU61i .. 5 ANY EXISTING "HARDPAN" AND REMOVE •"'z.�•�>•_•• IIII=IIII= -": A." +. -_ TO PROVIDE 600E PERCOLATION 4 POSITIVE DRAINAGE. ALANTINS PROIZ&V RF I. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED 501L t TAMP. SET TREE SUCH THAT TOP OF ROOTBALL 152-3" HIGHER THAN FINISHED GRADE. S. BACKFILL H/ SOIL MIX t "WATER IN". 4. COMPLETE BACKFILLING, CONSTRUCT PIT ON LOWER SIDE, TRENCH F'D6E;� ADD SPECIFIED MULGk. 5. STAKE t GUY SECURELY. TRENCH EDGE (TfP) FINISHED &RADE REMOVE BURLAP ON TOP 1/2 OF ROOTBALL MULCH LAYER (AS SPECIFIED) PLANTING 501L MIX (AS SPECIFIED) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE. ADD EXCAVATED SOIL AS NEEDED TO BRING TREE TO FINISHED GRADE. TAMP LIGHTLY BUT THOROU&HLY PRIOR TO SETTING TREE TO PREVENT SETTLING. RUBBER (AS SPEC GUY WIRE (AS SPECIFIED) MULCH RING STAKE (AS SPECIFIED) DRIVE BELOW GRADE EXCAVATED 6VY WIRE TOP of ROOTBALL PIT MULCH RING (BOTTOM OF ROOTBALL PIT) I NOTE: SET TREE PLUMB PRIOR TO 5TAKIN6 SHRUB (AS SPECIFIED) LEAVE NO ROOTS EXPOSED MULCH LAYER (AS SPECIFIED) PLANTING SOIL MIX (AS SPECIFIED) SLOPE TRENCH GRADE TRENCH EDGE (TYP) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF i CURB. I CULTIVATE SOIL IN LANDSCAPE AREA TO MINIMUM IDEOF 12'1 II UNDISTURBED 51186TRADERADE Ilu=nu=IIII-IIII=1111=1111=1111=1111=1111=1111 1111=1111-IIII-IIII- - -I iII=IIII=IIII=IIII-IIII- BREAK ANY EXISTING _.." -.. "HARDPANAN"" AND REMOVE A5 PEERRCOLATION� �ITIVVEDE 600D PLANTING PROCEDURE I. LAY OUT BED AND OUTLINE KITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL BED TO 12" DEPTH. 5PREAD 4" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. 3. INSTALL PLANTS t MULCH. NATER THOROUGHLY. SHRUB PLANTING I N MULCHED AND %I CULTIVATED PLANTING AREA LS -2 SOALEI5140•1'-0 nle wue,� I I a IIII SCARIFY BASE OF PLANT 1�1 PIT HHEN EXCAVATING PIT. D IIII - BREAK TIROUEM t L005EN III- I , ALL 'HARDPAN" (REMOVE AS -IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII-IIII_ NEGE55ARY TO FACILITATE' "'1 =IIII-uu,-IIII= II'_ W DRAINAGEa SENERAL NOTES, I. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTING. SEG. 02400. 2. DO NOT ALLON AIR POCKETS TO FORM WHEN BAOKFILLIN6. 3. IMMEDIATELY 50AK KITH NATER 4. DO NOT BREAK ROOTBALL. O RUBBER (AS SPEC GUY WIRE (AS SPECIFIED) MULCH RING STAKE (AS SPECIFIED) DRIVE BELOW GRADE EXCAVATED 6VY WIRE TOP of ROOTBALL PIT MULCH RING (BOTTOM OF ROOTBALL PIT) I NOTE: SET TREE PLUMB PRIOR TO 5TAKIN6 SHRUB (AS SPECIFIED) LEAVE NO ROOTS EXPOSED MULCH LAYER (AS SPECIFIED) PLANTING SOIL MIX (AS SPECIFIED) SLOPE TRENCH GRADE TRENCH EDGE (TYP) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF i CURB. I CULTIVATE SOIL IN LANDSCAPE AREA TO MINIMUM IDEOF 12'1 II UNDISTURBED 51186TRADERADE Ilu=nu=IIII-IIII=1111=1111=1111=1111=1111=1111 1111=1111-IIII-IIII- - -I iII=IIII=IIII=IIII-IIII- BREAK ANY EXISTING _.." -.. "HARDPANAN"" AND REMOVE A5 PEERRCOLATION� �ITIVVEDE 600D PLANTING PROCEDURE I. LAY OUT BED AND OUTLINE KITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL BED TO 12" DEPTH. 5PREAD 4" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. 3. INSTALL PLANTS t MULCH. NATER THOROUGHLY. SHRUB PLANTING I N MULCHED AND %I CULTIVATED PLANTING AREA LS -2 SOALEI5140•1'-0 nle wue,� Z a I , W O 0 O O W 6 EXECUTIVE FABK DR a STE AT.TANTA-GWI.IEJIA 3M 300 F 404 1 2461 1%0 F 404 12R I M u EMAIL fgwelgw.own w Jgw=m REVISIONS NO. DATE ISSUE 4 02/v/07 catryco � a Lu z 0 D O uil =1Lu W i Q0O W u W RI I Z Z �L ILL u1i LL LU UJ Z W < H a H TITLE LANDSCAPE DEVELOPMENT DETAILS DATE 11.20.06 JOB NO. O6IJ0 DWG FILE 06150101 DRAWN BY STH cNECrJD MGH SCALE AS SHOWN SIIEET LS -2 1 0 2OF3 nQc 4 fl 7 COVER (AS SPECIFIED) NO ROOTS EXPOSED LAYER (AS SPECIFIED) N6 SOIL MIX (AS SPECIFIED) A &RADE i EDGE (TYPJ DEL��AS. PLANTING PROCEOJRE NE"casSARYTO PROVIDE I. LAY OUT BED AND OUTLINE WITH TRENCH PERCOLATION t P051TIV EDGE. PLACE SOIL FROM EDGE HITHIN BED. DRATNABE ROTOTILL BED TO L2" DEPTH. SPREAD 5" MIN. UNDISTURBED SA59RAVE LAYER OF PLANTIN5 SOIL MIX OVER BED. 2, ROTOTILL 501L. MIX INTO TOP OF BED. INSTALL PLANTS f MULCH. HATER THOROUGHLY. eOROUNCJOOVER PLANTI9�GALE.B/4"ar-o• ins xr+a wtv GENERAL PLANTING NOTES: I. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MATERIAL QUANTITIES SHORN ON THESE DRAANSS EEFORE PRICING THE HORK. 2. PROVIDE PLANT MATERIALS TRUE TO SPECIES AND VARIETY COMPLYING WITH RECOMMENDATIONS OF 'AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERY MEN. 3. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY HARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE (I) YEAR BEGINNING AT THE DATE Or SUBSTANTIAL COMPLETION. THE L.AND51-APE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE HARRANY PERIOD (AS DIRECTED BY THE OWNER). 4. ANY PLANT MATERIAL WHICH DIES, TURNS BROHN OR DEFOLIATES (PRIOR TO DATE OF SUBSTANTIAL COMPLETION OF THE Ho1w SHALL Be PROMPTLY REMOVED FROM THE SITE AND REPLACED HITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETI1415 ALL THE PLANT LIST SPECIFICATIONS. 5. LOCATE AND VERIFY ALL UTILITY LOCATIONS AND EXISTING STRUCTURES IN AND AROUND THE SITE PRIOR TO HORK. MAINTAIN EXISTING UTILITIES AND STRUCTURES AND PROTECT AGAINST DAMAGE DURING THE HORK, 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE5 TO EXISTING UTILITIES, STRUCTURES, PAVING AND/OR HOW OF OTHER TRADES RESULTING FROM LANDSCAPE GOILSTRUCTION. T. ALL PLANTS MST BE HEALTHY, VIGOROUS MATERIAL, FREE OF DISEASES, INSECTS, E655, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN-SGA.D, INJURIES, ABRASIONS AND/OR D15FIGUREMENT. 8. HATER AND HATER TRANSPORTATION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND THE OHNER BEFORE , DURING AND UNTIL DATE OF SUBSTANTIAL COMPLETION OF THE HORK. 10. ALL PLANTS MUST BE CONTAINER -GROWN (CONTJ OR BALLED AND EVRLAPPED (8 t B) A5 INDICATED IN THE PLANT L15T II. ALL TREES MUST BE 5TRAl&HT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENT5 SPECIFIED. 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL Be ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO IN5TALLATIOR 13. THE LANDSCAPE ARCHITECT HILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. 14. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 15. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DRAWINGS, 16. THE LANDSCAPE CONTRACTOR IS RESPON5IBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO, HATERIN6, SPRAYING, MLGHIN6, FERTILIZINS, MOWING, IETCJ OF PLANTING AREAS AND LAHNS UNTIL DATE OF SUBSTANTIAL COMPLETION. ee e @9:2 17. FDR TREE PLANTING REFER TO DETAILS LS -2 LS -2L9-2 G 18. FOR TREE ON SLOPE PLANTING REFER TO DETAILS L32 19. FOR EVERGREEN TREE PLANTING REFER TO DETAILSE L94 20 FOR MULTI -TRUNK TREE PLANTING REFER TO DETAILS 6 L S-2 21. FOR FLOWERING TREE PLANTING REFER TO DETAILS e L5-2 H 22. FOR HEDGE PLANTING REFER TO DETAILS iS2 23. FOR SHRUB BED PLANTING REFER TO DETAILS e Lg-2 24. FOR GROUND COVER BED PLANTING REFER TO DETAILS 25. FOR ANNUAL COLOR OR PERENNIAL BED PLANTING REFER TO DETAILS MIX wde.iXlOu wim SPECIFIED) ROUNDOOVER 3 SPECIFIED) JLGH LAYER (A5 SPECIFIED) 5 9PfiGIFIEOD) MIX TENCH EDGE (TYPJ N15HEP &RADE JLTIVATE 501L IN LANDSCAPE REA TO MINIMUM DEPTH OF 12" TEAK THROUGH ANY EXISTIN6 IARDPAN' AND REMOVE AS E-GES5ARY TO PROVIDE GOOD a-RGOLATION 4 POSITIVE RAINA01E. JDI5TURBED SUDORADE EA OR PEA 3 SPECIFIED GRADE OR GRADE nNG AREA, MAXIMUM NOTE, I. TRENCH EDGE DETAIL SHALL BE USED AT ALL LAHN E00ft f AT EDGES OF MULCHED AREAS (FOR CONTAINMENT). 2. TRENCH ED&E SHALL CREATE A GLEAN SEPARATION BETn MN AREASI t SHALL CREATE 5400TH t EVEN LINES (AS INDICATED OMN THE PLANS), LD3 96ALEd 1/2' •I' -O" ri X L� -CULTIVATED SOIL BREAK THROI&H 4 REMOVE ALL 'HARDPAN' f DEBRIS TO ALLOW PERCOLATION t POSITIVE DRAINAGE UNDISTURBED 5UB5RADE SODDING PROCEDURE: I. THE GENERAL CONTRACTOR HILL PROVIDE GRADES TO (+/-.20) OF A FOOT OF PROPOSED GRADE5. �2. CULTIVATE ENTIRE AREA TO A MINIMUM DEPTH OF 6'. HANDRAKE SMOOTH. 3. ADD ADDITIVES (PER SOIL TEST ANALYSIS) t ROTOTILL. 4. HATER AREA TO BE SODDED PRIOR TO ALYING SOD. S. LAY t ROLL 5012. HATER THROUGHLY. Ge50D INSTALLATION L5-3 RLZKA LAPLI'wl;N , TYP. BRIGHT ORANGE POLY- ETHYLENE FENCE FABRIC 2X2 WOODEN STAKE - - - - - - - - - - - =II-11lI==III NOTELIVS1. IMUM OVERLAP OF SECTIONS TO BE Ib" O.G. (TYP) 11 2. DISTANCE OF FENCING FROM CENTER OF TREE IS INDICATED ON PROJECT TREE PROTECTION 4 PRESERVATION PLANS PLANT L15T Area of Tree Canopy Quantity Botanical Name Common Name Caliper Height 5pread Root Comment 254' 5 Acer Ejcdiaarum'I_eqac1 Leciacy 5ucjar Maple 3-3.5" 14-1 G' 7-8' BOB 5incile straicilit trunk; dense, uniform branchm ; matched 44 10 Ilex x'Nellle: K 51;evens' Nellie K Stevens Molly 2.5-3' 8-9' 4-5' BTB Full to round; dense folia e; stral t, tI tly prunea pyramidal form ISSUE _ 77 9 La erstroemus x 'Natchez' Natchez Grope Myrtle 0 8-9' 5-G' BtB Multi -trunk (3-5 trunks); well pruneA (no strai ht-whi trunks) 82 6 MaGyolia rrandflora 'Little Gem' Little Gem Ma noha 2-2.5' 9-10 4-5' 6t15 Full to 3round; dense folia e; etrai4it, b4itly pruned pyramidal form __- 145 1 Maapolia x Esoulan lana Saucer Ma nolia 9-1 0 G-7' BtB Multi-tnmk (3-5 trunks); dense, uniform branchincj 99 4 Prunus x'Ohkame' Okame Cheri 2-2.5" 9-10 G -T BTB 5tandard;strai ht trunk; tranching begins at 4; balanced head 471* 12 Quercus phiellos Willow Oak 3-3.5' 14-1 G' 7-8' BOB 5m le strai ht trunk; dense, uniform branchia ; matched 10 1 Thu la ocaddentalis'Emerald Emerald Mborwtae 2-25" G-7 30-3G" BTB Full to round; dense folia e; straiett, tiqltiy pruned pyramiial form 535` 4 Ulmus amemcanaTrinceton' Princeton Elm 3.5-4" 18-20 8-9' IBt15 5traiclht trunk; branchinq be ins above T; uniform Iwanchin W U 50 Ilex cornuta'Needle oint' Needle ant Holly 24-30' 15- 18" _ 3 al Dense form; cjooci color; well rooted In pot W 20 Ilexlabra'% ra' Nicya Inkbe 18-24' 12-15' 3 al Dense form; ood color; well rooted in of 120 Itea ur niea'Hen 's Gamet' Hen 's Gamet Sweet ire 24-30' 15- 18' 3 al Dense brandtm ;well rooted inpot; self supporting stems 130 Jun! eros chnensis'5ea Green' Sea Green Juniper min. 24' 1 2- 15' 3 qal Dense form; qood color; well rooted in pot 85 Loropetalum chinense 'Ru Ru Fry ffrincjeflower ao= 1 24-30' 24-30" 3 cjal Dense form; good color; well rooted in pot G7 Prunus laurvoceraeus'Otto lu en' Otto Lu ken Laurel min. 24" 9-12' 3 qal Dense form; 3ood rotor; well rooted in pot DETAILS _ 41 Rosa x 'KnOdcout' Knockout Rose 24-30' 18-24" 3 jai Full to round; dense branchia ; self-supporting, sturdy stems 0615001 3 Deamana Barbara Wood Vamp MGH SCALE I 3al Full inpot; dense folia,3e rowth; staked on trellis -� _ I G50 briope musoan 'Big Elue' 5iq Blue briope -3 I 61al Full inpot; qooj color; dense foliage mass O Festuca arundmacea Fescue Grass Sod Certifiedpure; free of weeds; clood color ' = Parking Lot Trees ! Total Parking Lot Canopy Area Total Site Tree Canopy Area _ 9,OG2 eq. ft. _ 11,238 s . ft. _______-_I- ----_-- ---------- - C z Q 0 Z11111111 Zo 5 D z i' ) i _S -6k I I I I 6 E.'6CUTIVE PARK DR a STE 300 ATLANTA a GEORGIA 3M P 4" 124611960 F 4" 12481 Ion EMAIL hewelW=tn w Jr wxxxn REVISIONS NO. DATE ISSUE AOWV107 tourraOWANI 0 W z N 0 D ' O LU W XD 0 0 J W U le uii LLP v W z z LLj LL i LL WZ a 0LU ao= TITLE LANDSCAPE DEVELOPMENT DETAILS DATE W20.06 JOB NO. 06150 DWG FILE 0615001 DRAWN BY STH CHECKED MGH SCALE AS SHOWN SIIEET LS -3 3OF3 z Q 0 Z11111111 Zo 5 D z i' ) i _S -6k McGRAW-EDISONO DESCMP710N -_ _ ____ luminaire functionally The McGraw -Edison Concourse III is the most versatile, o nab �. Symbol designed, universally adaptable outdoor lighting umi of mounting styles, it offers a family of low profile Label Through a variety sharp -cutoff luminaires that make optimum use of today's high output HIO I[ sources. Description Enhancing natural landscapes as well as cityscapes, the Concourse At brings lots, roadways, 4 outstanding performance and style to walkways, parking lighting application. U L. SINGLE loading docks, building areas, and any security - listed and CSA certified for wet locations. -� S►Egnn 2I FEATUR68 �--_ B D Oatkeein9 ,.. l Quick release Closed cell gas-filled higtemperature l+ tc A ... Lahes Two 6 ... Mounting Universal mounting clamp concealed in housingfits spring-stee latches on housing for toolless completely seals optical systen, 318' O.D horizontal without adapters. Provides a +5'vertical entry'from dirt, bugs or other foreign leveling adjustment. At mounting B ... socket material. option includes arm and round Porcelain mogul -base screw shell pole adapter with the fixture for E Lens type lamp socket with Thermal ttempered carton shipment. spring-loaded center contact. resistant clear glass. H .. Ballast H ... C ... Mousing F ... Optics Easily removable high power One-piece, die-cast aluminum Optional high efficiency factor HID multi -tap ballast is housing features aesthetically segmented or hydroformed standard. pleasing soft.corner design. reflectors available in a range of 400.6 distributions. Reflector modules to the housing. All reflectors J ... Hinges Integral hinges prevent door attach are field rotatable in 90' rocking and optimize sealing increments.(5) capabilities. DIRECT ARM MOUNTINGS G4, ` CA43 CAO �L WALL MOUNT ADAPTaR CA14 .1 I2o7mml i DIMENSWO - 11 9. 4' )Ii , 14,IC 1602 ml I SOii ml r-1376mm1 i� I -1 r -1 a. L -I t . -7- ` 6315• 6 V4" V 11621nmi �(' 1159�r.ml " wind "aL f sou.. Pole B � LIgIeSRg sWclfloatione and wDimenstions ouFbim c� , change without woaM. www.c•*pw%10ft,Oopn 3 1 0 1 2 3 4 CAL CONCOURSE III 70-400W High Pressure S -Wm Motel Hands M1CHITECTURAL AREA LUMINAIRE COMPLIANT EhivtoY DATA H"N eepnee NMast toput wstb 71W IPS HPF ISE Weal) 70W MH HPF (94 WNtsi LOaw NPS HFF 1130 WNnI t0ow MN MPF 020 WNa) LINA 0~ k4wt wow 150W MH t" 1210 we"I 17E111VMH MPF 1210 Wansl now HIPS HPF (300 WSW 25OW MH HPF 12% WUs) 40OW HPS HPF (465 Wells) 4001W MH MPF 1456 W&W EPA 0 I011I- Plateaus Apr. 09 SHIPPING DATA Appre,tknet•Nut tNNaM: r 3a tie. Ite kgs.l ADHOW022 lor,ar20061:19:24 Pk4 CAL CONCOURSE IN 3 2 1 0 1 2 3 4 fi t 3 2 1 0 1 2 3 4 6 E 1 3 2 1 0 1 2 3 4 6 CAL.400-MH-MT-IS CAL•400-MH-MT-SL CAL -400 -MN -MT -SS 400.We0 MH Type N Segmented 400-WM MH Fomad Throw SPIN UNIM Ellminaw IOOANetI MH TWO 0 titOnr•raed 40,000•Lummtamp Clow Lamp 40,000•le•n Clow np IO.NN Ikula n CMM MM L Foot ndl Ta TI Mounting fo. Sgu_ere and Round u".Poleltalog I eRdmoundROMmIN squer•unn parer hoeM Is a V4", Round unit h4ight is 6 31` one farm MGudedl. L1tMo0 IeoWMrdMwlwideeahls01e01oMrdM NN11rrt N Catalan Alumber E.►.A. Wt. lbs. Mount" F"Nsudk Vdkra• for �'}�., t_Y I_ = =- �= CA488 p, 11 0.15 CAL" CAa45 CMfiS X__ANCAUS t Z6' 7 1 1 .10 1. W 1, a, om &, A v - CAMI 2.4 ,,, CA43R CA44R CA45R C/.4Mt CA47R ORDNRNO a4PORMATION s•a.pk Ne don w4eaA W4L-Q ,Ar„p mom H 24. DesuNen Color +, ~'�'t p 1111 Mea HFNae zf• oesigr, zo f«mae r Gr Heol. Haunt RNtNMn • eA1M tr•.. aa.aeue.wa, a High pressure SodWm 29, Typo N SagmenrM 2'9re„2• T•N, mom rel".0 meaeo cal-001,T•P new .1rs. 31. Desgn 30 F«mea sol• T847. 1a9MN,Mk*PkOWm ".4W 70, 70W V~e 28' Type IN Segmented wN'wMM 1tr.,20Y auks Ptelem0611a Pkid k.lrt utn 100.100w 12V 12W 4F+ D"'Or 40 Form ed DM Dark Platinum r47.aMoswauenfewe•ne 60106 7ry 2 law ,WW,WW RW 2201101, Type W streenw. GM. Oraphl" Metallic 7TV e4en ' 179, 17SW 24W Sin 50 Formed fade. a•IIesPl.lbeewMbPMNkAkao,. tai, 2SOW or 277V INS, Type V Sagmenled options ` 14301, W.e Meu.aAdep,a eW 40UP 4W400V Ica, Foward Throw Side Light At Arm Included, )tx, ok"A,nM "Iff 0eera►ele (EPA 0.2) MW&TW Ek"irolo, F, Single Fuse (120.277« 347V) 13W0W.4AwMr-Alar". A•.•d Pant RFA T="rape Flu Double (2D Fuse 6.240«NGV) CAMINO Diadem M1WA•4 VF-COA. AapeP.t• r .Nn, ..e,.a p• BtNor. Type Phorocrnnol (Spedly VA 0.11 a*mmw o r muu aav OA 11sN•: 1 trw••INm M1In•e,a••wM snn4,•uNb. Orr Ms•b •rm VONaga) aej•NpTw.M, AdN11rMi 7 wMn uY •0•W MNN Nsre. 1 K Fa•M •mss i ►•1• n,4uw4 p,u.leP• • • even Nonuse seer. 'n. .A lae'AaaeeedeN' f sMtek krlMNn•eeNr mentis. C*nlua noon,' O.O+,enz Rssaib (Hlol rssues • Pre•un Aka aN.sW M •an4A1 u•Metw �) 2 gtr ArTlrenAMPerMi 3aLr OA i .r 7V. iri c •D •velesalN ped •rM4.e ins IM. I I/AMerep bake1k 110na40,400 In'S. 27 F Teeaatra►•k peat k T2a7T7AOV rNN e47V. a Tp• 4,1:r Sprit rip rppwH with 4W W Hn WNem:.. Mu:r n, : 156' Mr1TaaMAeM1n1M2air Ik1•dpMardp•Irwn•N•1ssrpMMadeM.7eM21,.tlwd•4-A.m spat ire'<'rouea pole it, NEMA TwIpkcK Ph•IOCM•W ,J.1W ,aT~Ad ade►kr,r•MdNkYea •NweraaeWa4aawnt en 7t'•pk. sLlmkm iT•W m,u;.,wn, rwena R•cepade Wap,ady.t4aenatkskA•A10AwM1e/wMMdIi,,2p,an04Fpudb,*..-4 ,r Ora.r 1P Von" ./RN,Aw 7aaMAMbY2Mrr o.O. wapp.'eal•e)"We•kr4etY. tlAwbN• 11"IP•rd7P*wy. 14V Hous• Side SNkld'- TreaaearePlN L' Lamp kO.ded 2Twn00aaaF7"".t. AetPkrkr7fa'-7.0.0. 1MMre� MWWer 2 SWr OA. STOCKSAatALl NUMSWMn Mp lnelydedk 2rpg..nWR w7tw"T'arer A"r2arr O.o. SAMPLE HUMUR: CAL.400-M114T-213E-AI-aZt0.0. 1w Mah.snAMFW(p2LYr Teoleara"Pde FcA]L MH IIS] Al BZ '44.w -=T: Pmow%,2alrscA. I _ OA.Tv"noutpok Can L•+elp Vokge• DMtribution IMprMing �Color AalaeLkf4r, F -out Mpk23W tFNnNY'VrrqMT.Muhi•7aD 2/3f-Tyw NlIII IMNhod182.8/opts O traMr , 'fir" R � MNnggMat Mrod Famed AI.Arm 400.4G0W Haled• 277V ., Type IV included - OT-ST•p Farmed wipe . 27N NOtastoods 18t•a,rad -ot""',ew1h kms oder*pros trot•vadsbH wait ,rtlY p.ae•,tM. P•, ml 112..4 roued k.l•.,rmMn.L A7r•Ny eVea' u4a.pOW,5T •nN4••= w(m Io4W.1CA,2'.d.4.4 Arm ant7to"•4-rdrr,d pot, aesprr. 1. 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