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Home My WebLink AboutSDP200500030 Plan - Approved Final Site Plan and Comps. 2005-08-10OWNER: Worrell Land Development Company Post Office Box 5386 Charlottesville, Virginia 22905 Phone No.: (434) 977 -6803 Fax No.: (434) 977 -6578 Attn.: Mr. Andrew J. Dracopoli V.P. Project Director A LBEHA RLE CO UNTYt DEVELOPER.• C-ville, Suites, L.L.C. 1600 N. Coalter Street, Suite 17B Staunton, Virginia 24401 Phone No.: (540) B49 -9486 N Fax (540) 886 -3177 Attn.: Mn Scott Goldenberg E—Mail: scottg0cfw.com LEGEND PROPOSED ASPHALT PAVEMENT CUL PERT OR STORM SEWER PIPE 22 DRAINAGE STRUCTURE NUMBER INDICATES MINIMUM FINISHED BUILDING ELEVATION THAT MIN. F. F. 177.00 CAN BE USED ON A SPECIRC LOT IN ORDER TO GET !BUILDING (S) OR (D ABOVE THE Mo STORM ELEV. OR TO OBTAIN GRAVITY SAN. SEWER (S) DENOTES SAN. SEWER (D) DENOTES DRAINAGE INDICATES LOTS WHICH MUST HAVE DRAINAGE IMPROVEMENTS INSTALLED PRIOR TO BUILDING PERMI75 BEING ISSUED FOR THAT LOT. REGULAR SEEDED EARTH DITCH WITH DIRECTION OF FLOW CROSS HATCH /NG OF EITHER OF THESE /NOICATES THAT PAINED DITCH LINING MAY BE NECESSARY IF SUITABLE VEGETATION CANNOT BE ESTABLISHED IN DITCH LINE. -� 6C-2 LINED DITCH WITH SEEDING —� PAVED LINED DITCH I8' EXISTING KI,M PAVEMENT --- - PROPERTY LINE SAN SANITARY SEWER WATER LINE U. P--- -- POWER LINE —U. 7: TELEPHONE LINE U DENOTES UNDERGROUND OH DENOTES OVERHEAD - G4,5 — GAS LINE CUL VERT OR STORM SEWER PIPE FIRE HYDRANT BENCH MARK LOCATION - - 74 -- EXISTING CONTOUR ELEVATION Q8° INDICATES DRIVEWAY PIPE SIZE IF GREATER THAN 15" 0--� -- SANITARY SEWER LINE WATER LINE 174 PROPOSED FINISHED GRADE CONTOUR ELEVATION E/P DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB F/C 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) —E► —d DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DRAINAGE �q p5 G`I SAID EXIT 124 R> 250 R/CHMD ND T /CELLO i VICINITY MAP Scale: 1" = 2000' NOTES: 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D. /. OR M.H.) 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN /NS /DE SURFACES OF MANHOLES (UPPER STA77ON- LOWER STAT/ON -4' = LENGTH) J. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY 06AN77/IES SHOWN ARE APPROX IMATE ONLY TO SHOD!' SCOPE OF {YORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCT/ON AND UTILITY LINES. ENGINEER: Jordan Consulting Engin eers, P.C. 2540 Professional Road Ricb m on d, P r 23235 Phone No. 0472 -7009 Fax No. (804272- 7088 E-Mail malachi@jorce. com INDEX SHEET NO. T /TLE 2, 2A OF 17 GENERAL NOTES & TYPICAL DETAILS 3 OF 17 EROS /ON CONTROL NOTES & DETAILS 4 OF 17 iirlTLgL EROS /ON CONTROL PLAN 5 OF 17 OVERALL EROS /ON CONTROL PLAN 6 OF 17 OVERALL EROS /ON CONTROL PLAN 7 OF 17 OVERALL LAYOUT PLAN 8 OF 17 LAYOUT & UTILITY PLAN 9 OF 17 LAYOUT & UTILITY PLAN 10 OF 17 lAYOUT & UTILITY PLAN 11 OF 17 GRADING & DRAINAGE PLAN 12 OF 17 GRAD /N6 & DRAINAGE PLAN 13 OF 17 GRADING & DRAINAGE PLAN 14 OF 17 DRAINAGE PROFILES 15, 15A OF 17 UTILITY PROFILES 16 OF 17 ORA /NAGE AREA ANALYS /S 17 OF 17 OVERALL W.P.O. /B.M.P. COMPLIANCE PLAN ��NLTH of br O 1b5 3 M.M. MILLS 1H a Reg. No. 198 �S in ei PLANNING DEPARTMENT ENGINEERING DEPARTMENT FIRE OFFICIAL I —e -s Batik, W111165 (U( gbolod A.C.S.A. Gki k) za o% V.D.O. T. _4Lz-k" BLDG. OFFICIAL . A BLDG. CODE & ZONING SERVICES 0 0 Qp �, = p W V p V Q V Q, Q O � h i GENERAL NOTES 1. EXISTING UTILITIES THE LOCATION OF EX/ST/NG SEWER, WATER, POWER, GAS, TELEPHONE, AND OTHER UTILITIES AND STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH, ALONG AND WITHIN THE LIMITS OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROX/MATEL Y CORRECT. PR /OR TO CONSTRUCTION, THE CONTRACTOR SHALL NOT /FY THE UNDERGROUND 0 552 -7001 AND, HIS OWN PROTECT /ON CENTER (M /SS UTILITY) AT 1 80 , COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EX /STING UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE STAKES, HUBS, ETCC, DESTROYED WILL BE REPLACED AT THE CONTRACTORS EXPENSE THE CONTRACTOR SHALL NOT /FY THE APPLICABLE GOVERNMENTAL PUBLIC WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR TO START OF WORK ON THE PROJECT. 2. MATERIALS AND WORKMANSHIP ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF.- (A) VIRGINIA DEPARTMENT OF TRANSPORTATIONS "ROAD DESIGN STANDARDS" AND "ROAD BRIDGE SPECIFICATIONS (B) APPLICABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS (C) THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCT /ON DEMOLITION AND EXCAVATION AS ADOPTED BY THE SAFETY CODES COMMISSION OF THE COMMONWEALTH OF VIRGINIA AND OOSHA. 3 DEVIATION FROM PLANS NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER, ENGINEER AND AFFECTED GOVERNMENTAL AGENCIES 4. CLEARING AND GRUBBING A. ALL GROWTH OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBRIS SHALL BE CLEARED AND GRUBBED FROM THE PROPOSED PAVED AND BUILDING AREAS AS WELL AS AREAS INDICATED TO BE GRADED ON THE PLANS. B. ALL CLEARING AND GRUBBING WITHIN THE UTILITY EASEMENTS AND SPECIAL FILL AREAS SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THE PLANS. C. ALL TREES, BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF IN A LEGAL MANNER ACCEPTABLE TO THE OWNER AND ENGINEER. BURNING PERMITS WILL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE. D. ALL TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED SO AS TO OBTAIN THE MAXIMUM SIGHT DISTANCE AT EACH INTERSECTION. 5. TOPSOIL STRIPPING CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE THE TOPSOIL FROM THE SITE AT OWNERS DIRECTION. 6. GRADING A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND COMPACTED TO THE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE CBR TEST RUN AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS THAN 10. IN SUCH CASE ROAD PAVEMENT DESIGN MAY HAVE TO BE RE- DESIGNED TO MEET WITH THE ACTUAL SOIL CONDITIONS ENCOUNTERED B. IF UNSUITABLE MATERIAL /S ENCOUNTERED WITHIN THE ROADWAY, PARKING AREA OR ANY SPEC /AL FILL AREA, IT SHALL BE REMOVED FROM THE ENTIRE PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL WHICH IS SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTION AS PER UDOT' REOU/REMENTS AND ANY SPEC /AL REOU/REMENTS OF THE COUNTY OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES. C. FILL AND BACKFILL MATER /AL SHALL BE COMPACTED TO 959 STD. PROCTOR DENSITY AT OPTIMUM MOISTURE + -29 UNLESS SPECIFIED OTHERWISE ON THE PLAN. D. ALL GRADING OPERATIONS SHALL BE DONE IN SUCH A MANNER SO AS TO PROVIDE POSIT /VE DRAINAGE AT ALL TIMES. • AT ALL ROAD INTERSECTIONS IN A CUT SECT /ON, THE BACK SLOPES AND VEGETATION SHALL BE CUT BACK WITH AT LEAST 3_•1 BACK SLOPES SO AS TO PROVIDE THE BEST POSSIBLE SIGHT DISTANCE • STANDARD SPRING BOXES (SB -1) AND UNDERDRAJN SYSTEM (LID -1 OD -2) WILL BE INSTALLED AT LOCATIONS SHOWIV ON THE PLANS AND WHEREVER FIELD CONDITIONS WARRANT. 7 DRAINAGE STRUCTURES AND M /NOR EXCAVAT /ON A. ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS IF THIS PROJECT IS LOCATED IN ALBEMARLE COUNTY, ALL STORM SEWER SHALL HAVE A MINIMUM OF 4 " INCHES AGGREGATE BEDDING MATERIAL. B. BACKFILL FOR ALL UT /LIT /ES WITHIN PROPOSED STREETS SHALL BE PLACED GENERALL Y IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS. AND THE FOLLOWING CRITERIA: 1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATER /ALS USED FOR BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES, AND DEBRIS. IT SHALL BE THROUGHL Y AND CAREFULLY COMPACTED TO INSURE A SOUND BACKFILL AROUND AND OVER THE P /PE. 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT THE DEPTH OF THE TRENCH TO OBTAIN 959 DENSITY AT OPTIMUM MOISTURE+ -29 THIS IS TO INSURE A SU /TABLE SUBBASE ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. 3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE MATER /AL USED FOR BACKF /LLING SHALL BE OBTAINED. C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED AND INSTALLED OF SELECT MATER /AL SUITABLE TO MEET VDOT P8-1 PIPE INSTALLATION REOU/REMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES WIDER THAN THE OUTS /DE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE FOUNDATION MATER /AL IS ENCOUNTERED 8. BASE AND PAVEMENT /TEMS A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED. B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS AND SHALL BE APPLIED /N ACCORDANCE WITH THE CURRENT 'VDOT' SPECI- FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' OR APPL ICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT. C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY OFFICIALS AND THE OWNER. • WHEN USING PUG MILLED AGGREGATE BASE MATER /AL WHICH IS TESTED BY 'UDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS ONLY ADDITIONAL '%N PLACE" TEST SHALL BE MADE AFTER 90 DAYS. • WHEN LOCAL BASE MATERIAL (TYPE //) IS PROPOSED FOR ROAD BASE, IT SHALL BE TESTED AND APPROVED BY 'VDOT' OFF /CIALS PR /OR TO BEING USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO CHECK AND APPROVED LOCAL BASE MATERIALS FOR DEPTH, COMPACT /ON, AND CONSISTENCY ONCE IT HAS BEEN PLACED IN ROADWAYS. 9. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION (AT THE CONTRACTORS EXPENSE). 10. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF THE N. O.A.A. 11. A LONGITUDINAL DROP INLET (ON GRADE) SHALL BE POURED WITH THE THROAT ON THE SAME GRADE AS THE ADJOINING CURB AND GUTTER UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. 12. ALL CONSTRUCT /ON STAKING WILL BE AT THE CONTRACTOR'S EXPENSE UTILIZING A VIRGINIA CERT/FED PROFESSIONAL ENGINEER OR LAND SURVEYOR UNLESS AGREED UPON BY THE OWNER IN WRITING. COP /ES OF ALL SITEWORK CUT SHEETS ARE TO BE FURNISHED TO ENGINEER FOR HIS REVIEW PR /OR TO CONSTRUCTION. CONTRACTOR SHALL BE LIABLE FOR ANY ADVERSE CONSEQUENCES IF CUT SHEETS ARE NOT PROVIDED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION COST OF THIS REVIEW TO BE BORNE BY CONTRACTOR. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECT /ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR N077FKNG THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START O F THE WORK. 2. THE LOCA TON OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIA77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL ER JA T L S AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE GENERAL WATER MA AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONS/NBLE FOR NO77FYING WISS UTILITY" (1 -800- 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. • ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. • VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE RIVE. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCT /ON NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTON WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTANED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REOUIREMENTS OF THE PERM /T. WHERE ANY DISCREPANCIES OCCUR THE REOU/REMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O. T. UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 77-IE APPROVAL EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE /S 2:1 (HORIZONAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REOU/RED WHEN IN THE OPINION OF THE ALBERMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CON7ROL DEVICES. 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 8. ALL EXC401770N FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUC7ON INDUSTRY (29 CFR PART 1926). FIRE LANE LOCATIONS SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS ARE THE STANDARD MEANS BY WHICH TO DELINEATE FIRE LANES. 12" NO PARKING FIRE LAN E N REFER TO THE VIRGINIA MANUAL TOWING OF UNIFORM TRAFFIC CONTROL ENFORCED DEVICES FOR STREETS AND HIGHWA YS SIGN COL ORS: RED LETTERS & BORDER ON A WHITE REFLECTOR /ZED BACKGROUND LETTERS: TWO (2) INCH 'C" YELLOW CURB MARKING SERIES FRE LANE DESIGNAT /ON DETAILS NO SCALE NOTE HYDRANT • !i' - it BE u 17• >, WELLER CENTURION THREADS V,. �THE ] BRANCH 1 - -- so GATE ��. a/ =+• VALVE �� -Q. ► III I. « ��@ '*. BASE AND TAWv-- BLOCK AGAINST UNDISTURBED .] PILE . ], RODS TO *HEN THE SOIL IS CMUF430 OR 004 MAIN IN AILL INSTALLATION& A IffDRANT IS LOCATED IN A FILL. ANCHOR ROOS 96" BE .], COATED THE VALVE To THE HYDRANT " 2-3/4o Oft ASPHALT THREADED RODS IN ADDITION TO POURING CONCRETE. F NECESSARY. A STEEL PILE SHALL BE USED AS ADDITIONAL • WVER MOM THE MAIN TO THE FVM HYDRANT DITCHES nm%n 0t4E SMALL "K AVIAY FIRM IHE FM HYDRANT AM VALVE .. ALLOWED 4. THE CATE VAILVE. N . r;a . a z. s, DITCH. ALLOY= IT Is HOT � IN THE DITCH. nm W-4 b� 2. 2 SUBGRADE ze;Ift via' %aw 6" worf2l-B STONE I MR I " COMPACTED MA TERM I r PROCTOR / W� Etif I " P. i NO /' DRIVE ISLE ONLY) J FM-12.5A ASPHALT NEW 8- VDOT121-B STONE PA Vf _Mf N, �� ►�� fir►' SUBGRADE / BE COMPACTED TO 95Z S7D PROCTOR DEN 0 OP77MUM MOISTURE PA VEMENT DETAIL Z? NO DRIVE " - = ASPHALT 8 - VDOT f2 IS STONE SUBGRADE TO BE COMPACTED I TO 959 STD. PROCTOR DENSITY 0 2i OPTIMUM MOISTURE PA Vf MEN T DETA /L 'C' NO SCALE (TRUCK DESIGNATION ACCESS ONLY) 4 1 %2" SM -9.5A ASPHALT 10" BM -25.0 ASPHALT 4 %2 " VDOT Z2 1B STONE (IN PLACE EXISTING) SUBGRADE TO BE COMPACTED I TO 959 STD. PROCTOR DENSITY 0 2f OPTIMUM MOISTURE PA VEMENT DETAIL 'D' NO SCALE (RICHMOND ROAD (RTE. 250) ONLY) 7" AIR ENTRAINED 3000 PSI CONCRETE WITH i ON k 14, Iwo AP R • �r � � �r � I �r � � �r � I � I ►r � � �f i / .. PLACE 5• CALV. ' VATNESS ' PtOST PAINTED • BLUE TO INDICATE VALVE LOCA',TION AS DIREC l0_ MARKER LOCATION WAY BE SUBJECT TO HIGHWAY DEPARTMENT APPFROVAL" FINISHED CRADE --� o 11 ADJUSTABLE VALVE BOX W/ LID 11 StNGHAM do TAYLOR FIG. NO. 4905 U Ej (SCREW TYPE) OR APPROVED EQUAL 1 � M.J. GA 1iz VALVr wATE II L_j .� LINE 2500 P.S.I. CONCRETE P THRUST BLOCK , 2'x 2• BEARING AREA. � '- '. d d O 'b a NOm : IN REMOTE AREAS. VALVE BOXES SHALL Dr,110 SIX (6) INCHES ABOVE TYPICAL GATE VALVE NTS FIG. W -5 AV7E PROW/DE TRANSVERSE CONTRACTION Jaws EMERY 5' AND EXPANSION JOINTS AT NO MORE THAN 20' INTERVALSS, JOINT SEALING -� MATERIAL VAR /ES 5" CONCRETE BROOM F/N /SHED -.-- 0.25".•1' MIN. q .: 4•' 4 •.' ' : ~-- COMPACTED SUBGRADE --f 4" GRANULAR FILL 0.5" THICK PREFORMED ' JOINT FILLER SIDEWALK DETA /L NO SCALE PRECAST CONC. NEW B/TUM. CONC. CURB STOP PAVEMENT 75" 7' ANCHOR BARS 1' I 2.5' _CONCRETE CURB STOP DETAIL NO SCALE PAVEMENT MARKING DETAIL NO SCALE HAND /CAPPED PARK /NG /`WD /CAPPED SPACES SH,4LL BE IDENnRED BY ABOVE GR40E SIGNS AS RESERVED FOR PHYSICALLY HANDICAPPED PERSONS. THE LOWER EDGE OF SIGNS SHALL BE AT LEAST FOUR (4) FEET ABOVE - GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE- GRADE. hWD 1G4PPM PARK /NG S/GN (USE -VAN- ACCESSIBLE SIGN WHERE DESIGNATED ON PLANS) Side Vlsw CertiIRCGUon of !t5>: s% aail�etbn nWi'�d s .��5 t 4a , Galvantzed Stas1 Beam, , s {�� . -,r , y VA2 x M (thin. laze) � 3 m1n, penstrotlon into undisturbed sad or as approved by tht , SsTViee Authority. . TH U$ 'sue I f- `z Nis Plf:. W." ' .. A 0114 ;�,,� y o� V)rn �W J J 0 0 (OD V� D 00If Q RAMP DOWN PLAN RAMP DOWN j' n CROSS SECTION O CG -216 (TYP.) OR MONOLITHIC POUR SIDEWALK / CURB rd, HP CUR CUTnly zg ' - • � .� �- ' - .... '.-r�CO/VCRETE SIUEIG/,4LK 10' PER.. .to' • PLAN T/A PLAN V/1 HAND /CAPPED ACCESS 11HP CURB CUTS NO SCALE V L NOTE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 29 GRADE IN ANY DIRECTION IN PARKING AREA. ALSO THE MAX /MUM ALLOWABLE CROSS SLOPE OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 29 OR-2.2A BLOCKOUT FOR CONCRETE POST TO BE CUT TO FIT POST SHAPE POST MAY BE HOT ROLLED OR WELDED. 1-I}'i" VOL. TO PREVENT BLOCKOUT FROM ROTATING. DIMENSIONS 8" � SHOWN IIN _ 4" 2" RAD /US 2" 3000psi AIR / GRILL TOLERANCES. g•• g•• " TREATED OR MATERIAL. 6 "x6 "xV -2'• TREATED PINE 6 RECYCLED �.,xt�2 -t2" R40 /US ENTRAINED BOLT HOLES _ -I 4 a4 DEFORMED a 6"x8 "xt -2• - REINFORCED BN25 - �' lV N N BLOCKOUT FOR MAINTENANCE TREATED PINE 4" LESS THAN a - HEIGHT OF POST o CONCRETE ;/FACE "'BUILDING / OF CONC. TO BE CLASS IF CAST IN PLACE, CLASS A4 IF PRECAST Do A MATERIAIL 9 -3 G0. WIRE m �'x" HOLES TO BE STIRRUPS �; CAST IN POST 1 LAPPED 10" Z SPACING • LESS THAN 1• -0" _ ° 1 A. / 7'-0" TO.8' -0" STRONG SPECIFIC POST CUPRDRAt TO V -0" C-C OF POST r• 1 A SURFACE LENGTH TO BE BASED ON SOIL CHAMFER MAY BE REOURED N EXTENDED ENTIRE I WITH C SIT A ..LENGTH OPTION POST E THE OPTION OF THE I FABRICATOR, = /2'I +I /j') ~ � CHAMFER STEEL TO IONAI. HOLE BLOCKOUT. TO FACILITATE GALVANIZING /r/-- J HAND E Ty 44 ) DETAIL A ALL CORINERS. i.1 BE CLASS A3. SHALL Y4" DISiS TO BE �'�" DI0. I�I�'�j�I�I1� BASE CONCRETE POST J / ISOLATION JOINT W/ 0.5" 771/CK PREFORMED JO /NT FILLER 4d SUBBASE 8" DIAL MIN. / - I s" I 1' _ O" 4" X57 STONE BEDDING I 8 I g I V..D.0. T. STD. CG 2 V.D.O. T. STD. CG -6 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH THE RESTRICTION NO SCALE _. - 111... NO SCALE a ` SINGLE RUN OF GUARDRAIL. 10' PER 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE 10' BLOCK 4I o A 0114 ;�,,� y o� V)rn �W J J 0 0 (OD V� D 00If Q RAMP DOWN PLAN RAMP DOWN j' n CROSS SECTION O CG -216 (TYP.) OR MONOLITHIC POUR SIDEWALK / CURB rd, HP CUR CUTnly zg ' - • � .� �- ' - .... '.-r�CO/VCRETE SIUEIG/,4LK 10' PER.. .to' • PLAN T/A PLAN V/1 HAND /CAPPED ACCESS 11HP CURB CUTS NO SCALE V L NOTE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 29 GRADE IN ANY DIRECTION IN PARKING AREA. ALSO THE MAX /MUM ALLOWABLE CROSS SLOPE OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 29 OR-2.2A BLOCKOUT FOR CONCRETE POST TO BE CUT TO FIT POST SHAPE POST MAY BE HOT ROLLED OR WELDED. 1-I}'i" VOL. TO PREVENT BLOCKOUT FROM ROTATING. DIMENSIONS 8" � SHOWN IIN _ PARENTHESIS TE: ORI.L "eRECY�RkDD ACCE ACCEPTABLE GRILL TOLERANCES. g•• g•• " TREATED OR MATERIAL. 6 "x6 "xV -2'• TREATED PINE 6 RECYCLED �.,xt�2 �• MATERIAL BOLT HOLES _ -I 4 a4 DEFORMED a 6"x8 "xt -2• - REINFORCED BN25 - �' lV N N BLOCKOUT FOR MAINTENANCE TREATED PINE 4" LESS THAN a - HEIGHT OF POST o ` REPAIR ONLY RECYCLED MATERIAIL 9 -3 G0. WIRE m �'x" HOLES TO BE STIRRUPS �; CAST IN POST 1 LAPPED 10" Z SPACING Z ®'}/e x10" TREATED PINE W BOLT BLOCK OR o BACK -UP RECYCLED w LESS THAN 1• -0" CHAMFER y 2 1 ON TOP 3' 0" PLATE PLATE MATERIAL N AT NON 7'-0" TO.8' -0" STRONG SPECIFIC POST CUPRDRAt TO V -0" C-C OF POST r• 1 LOCATIONS W6x8.5 OR W6x9 LENGTH TO BE BASED ON SOIL CHAMFER MAY BE REOURED CONDITIONS S AT lFFaf EXTENDED ENTIRE I WITH C SIT A ..LENGTH OPTION POST E THE OPTION OF THE I FABRICATOR, = /2'I +I /j') ~ � CHAMFER STEEL TO IONAI. HOLE BLOCKOUT. TO FACILITATE GALVANIZING /r/-- J HAND E Ty 44 ) DETAIL A ALL CORINERS. i.1 BE CLASS A3. SHALL Y4" DISiS TO BE �'�" DI0. I�I�'�j�I�I1� GUARDRAIL INSTALLATION CONCRETE POST STEEL POST SITES REQUIRING LONGER GUARDRAIL POSTS 8" DIAL MIN. ,o - NOTES= 1. ALL SOL TS, NUTS, WASHERS, AND OTHER I 8 I g I = g ) STEEL ITEMS ARE TO BE GALVANIZED. T ILT 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH THE RESTRICTION BOLT - _. - 111... THAT THE SAME TYPE OF POST AND SLOCKOUT MUST BE USED IN ANY a ` SINGLE RUN OF GUARDRAIL. 6 "x8 "z11' -2" i," HOLE 7REATE02" ii" HOLE a 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE TREATfED lw PINE ®LOCK CALV. STEEL 10D o BLOCK 4I o JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 & 501.02. RE COMMON NAIL RECYCLED SEE NOTE 5. w CAL M STEEL 100 MATERIAL COMMON NAIL W 4. THE GUARDRAIL AND MEDIAN BARRIER MATERIAL _^ SEE NOTE 5. yr COMPONENTS DEPICTED M AR. T.B.A. TECHNICAL POST TO i BULLETIN NUMBER 2688 MAY BE SUBSTITUTED IF INTERCHANGEABLE WITH THE STANDARDS FOR BE GAINED s c BLOCKOUTT o GUARDRAIL IGR) OR MEDIAN BARRIER IMB) AND APPROVED BY THE ENGINEER. SOUTHERN PINE 10 SOUTHERN PINE a 5. DRIVE NAIL WITHIN 2" PF THE TOP OR BOTTOM OF BLOCKOUT AFTER ' z 18 BOLT IS INSTALLED. ® OF NDARD WASHER BE USED ON LAST 50' RU ONLY 6x8 WOOD POST ROUND WOOD POST SHEET 2 OF 2 STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) F"mm POST AND BLOCKOUT DETAILS REV. 7/01 221 5 01.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 236 SOS Qmeu L .... T z •. __, RIPE 'j- ► 45• mcx I c PLUG 1 J ) } r I ' � � i I t 11 FOR ALL BENDS F QR I * S OR WYE rI 1 I NGS I WIDEN = r CH TO ACCOMMODAT'c •Q / ANCMOR IF in M u' SEDDINC AS REQUIRED PLUG 'G M M �► "� 4' 91jjj �i'.T T SECTION 1 -1 - - - �ErTION 2 -2 7. THRUST BLOCKS ARE REOUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANCES SEEL DEAD ENDS AND AT vALVM 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCREi'E SHALL BE POURED ON ANY PART DF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE V:RrL -Y THE TYPE do SIZE OF ALL THRUST ELOCY.S. CONCRETE THRUST BLOCKS NTS ne. w-3 1 PIPE ?,ND DIMENSIONS V VOL TEE AND PLUGS V VOL. � SIB SEND f (r�m V) c� z w x w d z 0 x c� 1�" 0 0 0 v� Q V eQ 4 h v� ;oo �ry Q O o �I W Ll) O zi Q Q 2 Q q vJ W W W � A Z Ww v v � O OJ Q V cy) 00 Cq 00 C/1 N ti � N W •� N w O � O_ o � cu N 0 � N •� co Z co o O o 00 W Qom a� N r ,r%r%,nM Cr"Nr rKrrtATlflltt - A�07'�'Rt1�t t�nl"is'Y �1i111��1T`ICIh� tviA�l'Fi�7tlll TER SITE DIMENSMN DIMENSION DIMENSI13N Ir� wA 448..y:,E .'SI •. 50 00 I. / 41 1. M k GRANTER THAN 4 PROPOSALS VILL BE SUBMITTED.' , e,%n n n 4 n n rs - - -- -- A Alt � +off : Quo 1Y0� z 0 Q oa c� ti W r V) 0 c7 z w w z x 3 x c� ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROS /ON AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VI? 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON S /TE AT ALL TIMES. ES -5. PR /OR TD COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBM IT A SUPPLEMENTARY EROS /ON CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERM /NED BY THE PLAN APPROVING AUTHORITY. ES -7 ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STAB /L /ZAT /ON IS ACHIEVED. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PER /ODICALL Y AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SiL T FENCE NOTES Silt fence and filter fabric must be entrenched. Post for silt fences shall be either 2.5 x 2 inch diameter wood or 1.25 pounds per linear foot steel with a minimum length of 5 feet. Stec/post shall have projections for fastening wire to them. Wire fence reinforcement for silt fences using standard strength filter cloth shall be a minimum of 42 inches in height, a minimum of 14 gauge and shall have a maximum mesh spacing of 6 inches. Post shall be spaced a maximum of 10 feet apart at the barrier location and driven securely Into the ground (min. of 12 inches) when extra strength fabric is used. Without the wire support fence, post shall not exceed 6 feet. When extra strength filter fabric and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the post. Sediment must be removed when deposits reach approximately one -half the height of the barrier. Any sediment deposits remaining in place after the silt fence or Alter barrier is no longer required shall be dressed to conform with the existing grade, prepared and seeded. Under no circumstances should silt fence be constructed in live steams. Silt fence shall be removed upon completion of the project. E & S UTILITY NOTES All excavated material is to be place on the uphill side of trench. All storm and sanitary sewer lines not in streets are to be mulched and seeded within 7 days after bockfill, no more than 500 feet are to be open at one time. Construction access roads shall be located on the uphill side of the trench or over the trench whenever possible. All construction discharge water shall be adequately filtered to remove silt prior to discharge into waterways and wetlands. All streams crossing and stream diversions require environmental approval prior to any instream construction (see IN- STREAM NOTES). Lime and 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 amendments will be applied: Lime Piedmont and Appalachian Region: 2 tons /acre pulverized agricultural grade ' limestone (90 lbs. /1000 ft ? }. _ - - -- Note: An a�ricultural rg ade of limestone should always be used. Fertilizer Mixed grasses and legumes: .1000 lbs. /acre 10 -20 -10 or equivalent nutrients (23 lbs./ 1000 ft Z). 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 Z). 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. Incorporation - 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, loos. e surface. SEEDING NOTES All stabilization /seeding will be accomplished in accordance with the Virginia Erosion and Sedimentation Control Handbook. Any disturbed area not paved, sodded, or built upon, will have a minimum of 80Z vegetative cover prior to final inspection, and in the opinion of the Environmental Engineer will be mature enough to control soil erosion 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 wet /and 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 509 of the recommended rates 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 some applies to all stockpiles, on site as well as soil (Intentionally) transported from the project site. EROSION CONTROL MEASURES T TABLE 3.32 -D GENERAL DESCRIPTIONS � �ITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 3.02 TEMPORARY STONE CONSTR(JMON EN'I�1' LANCE: A stone pad, T Total Lbs. located at points of vehicular ingress and egress on a construction site, to - Ver r_ reduce the soil transported onto public roads and other paved areas. M Minimum Care Lawn SILT FENCE: A temporary y sediment barrier constructed of posts, filter " " Commercial k Residential 175-200 .95- lbs. fabric and, in some cases, a wire support fence, placed across or at the toe of - - Improved Perennial Ryegrass 0-5 %a a slope or in a minor drainage way to intercept and detain sediment and - - Kentucky Bluegrass 0 -5 %a decrease flow velocities from drainage areas of limited size; applicable where - - sheet and rill erosion or small concentrated flows may be a problem. H Huh Maintenance lawn 200 -250 lbs. Maximum effective life of 6 months. K Kentucky 31 or Turf -Type Tall Fescue 100% STORM DRAIN INLET PROTECTION: The installation of various kinds of sediment trapping measures around drop inlets or curb inlet structures G General or less) prior to permanent ; ,abilization of the disturbed area; limited to drainage - - Kentucky 31 Fescue 128 lbs. areas not exceeding one acre, and not intended to control large, concentrated - - Red Top Grass ' 2 lbs. stormwater flows. - - Seasonal Nurse. Crop ' 201bs. 150 lbs. CULVERT INLET PROTECTION: A sediment filter located at the inlet to L Low_- Maintenance slope (5t;eprr than 3:1) storm sewer culverts which prevents sediment from entering, accumulating in - - .Kentucky 31 Fescue 108 lbs. and being transferred by the culvert. It also provides erosion control at - - Red Top Grass 2 lbs. culverts during the phase of a project where elevations and drainage patterns - - Seasonal Nurse Crop ' 20 lbs. are changing, causing original control measures to be ineffective. - - Crownvetch * s Use seasonal nurse crop in accordance with seeding dates . TEMPORARY DIVERSI N DIKE: Arid e of eom acted soil constructed s . a at the top or base of a sloping - disturbed area AV& diverts off -site runoff M May 1st through August 15th ..................... Foxtail Millet away from unprotected slopes and to a stabilized outlet, or to divert sediment- A August 16th through October .................. .Annual Rye laden runoff to a sediment trapping structure. Maximum effective life is 18 N November through February 15th ................... Winter Rve " Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May months. _ t through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs. /acre. All legume TEMPORARY FILL DIVERSION: A channel with a supporting ridge on s seed must be properly inoculated. Weeping Lovegrass may be added to any slope the lower side, constructed along the top of an active earth fill constructed in o or low - maintenance mix during warmer seeding periods; add 10-20 lbs. /acre in divert r mixes. order to d the fill drains toward the exposed slope and continuous fill operations make - - TABLE 3.31-13 - . _ . the use of a TEMPORARY DIVERSION DIKE infeasible; maximum A ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS ; effective life is one week. D D S Rate Planting atec - TEMPORARY SEDIMENT TRAP: A small ponding area, formed by ( - constructing an earthen embankment with a stone outlet across a drainage S g swale, to detain sediment =laden runoff from small disturbed areas for enough A lti- fl time to allow most of the suspended solids to settle out. Maximum effective & & 50-100 life is 18 months. C Cereal (Winter) Rye OUTLET PROTECTION: The installation of riprap channel sections and/or t tSecale cereale) Feb, lb -Apr. 30 e stilling basins below storm drain outlets to reduce erosion and under - cutting t y g r from scouring t outlets and to reduce flow velocities before stormwater ( May 1 - Aug 31 German Mllct 50 enters receiving channels below these outlets. ( (setaria ltalica) RIPRAP: A permanent, erosion - resistant ground cover of large, loose, angular stone installed wherever soil conditions, water turbulence and velocity, expected vegetative cover, etc., are such that soil may erode under design flow conditions. "_ Q ECK DAMS: Small, temporary stone dams constructed across a drainage ditch to reduce the velocity of concentrated flows, reducing erosion f t MANAGEMENT STRATEG /ES 1. Construction will be sequenced so that grading operations can begin and end as quickly as possible. 2. Sediment trapping measures will be installed as a first step in grading and will be seeded and mulched immediately following installation. J. Temporary seeding or other stabilizaton will follow immediately after grading. 4. Areas which are not to be disturbed will be clear /v marked by flags, signs, etc. 5. The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment control practices. MAINTENANCE In general, a// erosion and sediment control measures will be checked daily and after each significant rainfall. The following items will be checked in particu/ar.- 1. The sediment basin will be cleaned out when the level of sediment buildup reaches the c%anout point indicated on the riser pipe. 2. The sediment traps will be checked regularly for sediment cleonout. J. 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. v, PRA o -sue °•Z G��J,�� , v� ,EXIT 124 r i 00 �C Q �p zY00 v1 4. The silt fence barrier will be checked regularly for undermining or deterioration O of the fabric. Sediment shall be removed when the level of sediment VICINITY MAP deposition reaches half way to the top of the barrier. Scale: .1 " _ ,2000' 5. The seeded areas will be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed. EROS /ON CONTROL NARRATIVE U1 PROJECT DESCR/i°T/ON: ~"1 THE HILTON GARDEN INN IS PART OF THE PETER ✓EFFf RSON PLACE OVERALL DEVELOPMENT. IT IS APPROXIMATELY 6. 1 ACRES OF LAND DISTURBANCE TO PREPARE THE PARKING AND BUILDING PAD. THE SITE IS AN OPEN PASTURE THAT DRAINS IN A SOUTHWARD DIRECTION INTO AN EX /STING SERIES OF PONDS THAT DRAIN TO HICKMANS BRANCH. THE SITE IS 800 EAST OF STATE FARM BL VD ON THE SOUTH SIDE OF ROUTE 250. SO /LS: THE SITE /S GENERA LL Y A RIDGE LINE OF DAVIDSON CLAY LOAM (23B) o WITH THE LOWER AREAS OF RASUN CLAY LOAM (71C -D). THESE SOILS ARE GENERALLY MODERATE IN SOIL ERODIBILITY AND PERMEABILITY. CRITICAL EROSION CONTROL AREAS: THE FIRST MEASURE OF EROSION CONTROL WILL BE THE INLET PROTECTION AND THE PAVED CONSTRUCTION ENTRANCE. NO ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED P=4 WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE W AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED r SED /MENT AND THE DISTURBED SOIL AREAS RESUL TING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. OTE NO OFF -SITE AREAS WILL BE DISTURBED AS PART OF THIS PROJECT. o o e sw a or ><te . smite to use in sma open c annels which drain 10 PA I/ED CONSTRUCT /ON ENTRANCE NO acres or less; should not be used In live streams. EXISTING STORM PIPES (9 ROUTE 250 SHALL BE CHECKED FOR DRAINAGE SWALE DIRECTS FLOW TOPSOILING: Preserving and using topsoil to provide a suitable growth To SEDIMENT MSIN/ TRAP SED /MENT BUILD -UP AND FLUSHED AS NEEDED PR /OR TO RELEASE OF F -1 medium for vegetation used to stabilize disturbed areas. Applicable where l0' E BON G g PP 3" SM 2A ASPHALT TOP COURSE A preservation or importation of topsoil is most cost - effective method of 23- 2% than 2 providing unless suitable additional measures are taken to nd event sloughing steeper d i / /� /� \� /\ % \��/ P g g \,\ \ice \/� erosion. F CL07N A 6'21A f PORA YY SEEDING: Establishment'of temporary vegetative cover on _S /DE ELE1�.4T /ON disturbed areas that will not be brought to final grade for periods of 30 days FXIS77NG GROUND to one year by seeding with appropriate rapidly- growing plants. iwsr. DlN COMPACTED SOIL PAVEMENT FL-- �w ::.' '..'.'.':... 18" MIN. W � �� \� \ \Z 4.5' M /N. _ �,� X45£ DD �D1VERS /ON DIKE � IX/S77NG CURB OR FOG£ OF PAVEMEM STD. &SPEC. 3.09 L 6" rn PER�IVENT SEEDING: Establishment of perennial vegetative -cover by 70' MIN plaiting seed on rough - graded areas that will not be brought to final grade for ASPHALT PAVED WASHR4CI( a year or more or where permanent, long -lived vegetative cover is needed on // /\ //\ .................... ........ ............................... o fine - graded areas. �� / \\ :.:::::;: TK1 PKESERVA O,N AND PROTBC?T Protecting existing trees \�\ •_ . EXIS77NG PAVEMENT VAR /ABLE* / /�/ /�� //� /� /� /� /� /\ /\ /\ �� VI4// R//,,, from mechanical and other injury during land- disturbing and construction ;� ..... ... N .... "� ..... ............................... / 1 S /LT FENCE activity to ensure the survival of desirable trees where they will be effective \ \\ I l' O COARSE oAGGREGATE for erosion and sediment control and provide other environmental and \`'�\ 2, FLOW aesthetic benefits. POSMW DRAINAGE + �VARIA&E* --�- N �TO SEDIMENT IAAPP/NG EX /ST. 67 CU, Y1D /ACRE �` DEVrcE GROUND ,, /� / /. /, / /� / /.\/ AI�,�T NTROL: Reducing surface and air movement of dust during land ELEy /ice a li,/,li., disturbance, demolition or construction activities in areas subject to dust 4' MAX 67 CU. YD, /ACRE MODIFIED CHECK DAM * MUS7r EXTEND FULL WIDTH p�N VIEW (EXCAVATED) F /LTER CLOTH problems in order to prevent soil loss and reduce the presence of potentially OF INGRESS AND EGRESS ELEV CD OPERA77ONS COARSE STD. & SPEC. 3.20 harmful airborne substance. *SEE PLATE 3.13 -1 OF THE VA. AGGREGATE ** CLASS / RIPRAP TABLE 3.35 -A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: ' Per Acre Per 1000 sq. ft. NOTES: Straw or Hay - IN - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.' Apply as slurry. Com Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4 -6" lengths. Air - dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips -4 - 6 tons 185'- 275 lbs. Free of coarse matter. -Air - dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1 -2 ca. yds. Free of coarse matter. Air - or yds. dried. Do not use in Tine Shredded turf areas. Apply with Bark mulch blower, chip handler, 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. EROS /ON AND SEDIMENT CONTROL DROP /NL& f PROTECT!'ON 12' M /N. HANDBOOK (1992) OUn.ET CROSS SE0770N 2X_ -- LEN CURB INLET CL07H SECT /ON A A 7. GT/-/ s / O (/N WIRE SCREEN CONC. BLOCK NOTE A M 11N. WATER TRAP OF 25.4 MM (1" 1 /S REWIRED WITH A MIN. WASH HOSE D /A. OF 38.1 MM 1.5" IN XN 1" \ \� \� /\ SOURCE ADAPTED FROM 1983 MARYLAND STANDARDS FOR SOIL EROS /ON AND SEDIMENT CONTROL AND VA DSWC - PLATE 3.02- \ \ / \\\ \/ / \ \/\ \� \ \/ / \ \ / \ \ / \ \ / \ \ / \ \� \\ \\ \,�, * GRAVEL FILTER MOD /F /ED WITH A M/N I" BALL COCK SHUT OFF VALVE �%/`� /�� /j\ FILTERED WATER RUNOFF' WA TER WITH SED /MENT OVERFLOW --lCOURSE AGGREGATE ** / � � / / � \\ / • EXTRA STRENGTH FILTER CLOTH FABRIC (W1THl0UT W IRE) STANDARD STRENGTH FILTER CLOTH FABRIC 1-0 LfAX. PROVIDE I" TUCK OR POST TIE WIRE OR HOG RINGS SUITABLY REINFORCED TOP END SECTION. EMBED APPROY raj ¢' O , WIRE FABR /C, 14.5 GAUGE 8" OF Y'VFR CLOTH illgY MIN. 6" MAX. MESH SPACING 1N TRENCH APPROX. 4" DEEP X 6" W /DE,/ FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY SF TEMPORARY S/L T FENCE STD. & SPEC. 3.05 -2 INSTALL WIRE FENCE FLUSH WITH THE GROUND SEDIMENT CURB INLET (� FILTER / CLOTH WIRE SCREEN 2>4- WOOD EXCAVATED STUD AREA �- Specific Application This method of in /et protection is app /icoble at curb inlets where overflow copobility is necessary to prevent excessive ponding in front of the structure. * *COARSE AGGREGATE SHALL BE VDOT 13, II357 OR Z5 *Gravel shall be VDOT j3, #357, or 1'5 coarse aggregate. 0 OUTLET (PERSPECTIVE KEW) (IP)-2 BLOCK AND GRAVEL ST TEMPORARY SEDIMENT TRAP CURB INLET SEDIMENT F/L TER ►-� STD. & SPEC. J. 13 STD. & SPEC. 3.07 -8 DROP INLET WITH GRATE ELEVATION OF STAKE AND xx - ^ X- x X STAKES FILTERED FRAME ( WATER x X FABRIC MIN. X x RUNOFF WATER � X W /Tf/ SEDIMEN X 2 x 4 WOOD x FRAME GATHER EXCESS - x AT CORNERS /P -i S /LT FENCE DROP ImEr PROTL�CTIIN x x a -�'�- ° FABRIC Specific Application This method of inlet protection is cpphcab /e where the in /et 3' drains c relctive /y flat area (slopes no greater than 59) MIN. where inlet sheet or overland flows (not exceeding 1 cfs) are typicol. The method sholl not apply to inlets receiving �- concentrated flows, such as in street or highway medians. /P 2 BLOCK AND GRA I/EL PERSPECTIVE t4-111,0 INLET SED /MENT F /LTER STD. & SPEC. 3.07 -1 SDP 04 -098 0 N 0 a N o ZZ a v v W zo ev pi a� 000 o O o �I W O 0 O � Q t,� W W q � W W � A Q Z Qr V j °v OW 0 Q w U q N 000 0 !1 N ti CIO W � N W 00 Z o C� 0 Z v o u a� cbd N O �p N .. co Z r_ o O o 00 w U U) .. V N � N r 00 �C Q �p zY00 v1 4. The silt fence barrier will be checked regularly for undermining or deterioration O of the fabric. Sediment shall be removed when the level of sediment VICINITY MAP deposition reaches half way to the top of the barrier. Scale: .1 " _ ,2000' 5. The seeded areas will be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed. EROS /ON CONTROL NARRATIVE U1 PROJECT DESCR/i°T/ON: ~"1 THE HILTON GARDEN INN IS PART OF THE PETER ✓EFFf RSON PLACE OVERALL DEVELOPMENT. IT IS APPROXIMATELY 6. 1 ACRES OF LAND DISTURBANCE TO PREPARE THE PARKING AND BUILDING PAD. THE SITE IS AN OPEN PASTURE THAT DRAINS IN A SOUTHWARD DIRECTION INTO AN EX /STING SERIES OF PONDS THAT DRAIN TO HICKMANS BRANCH. THE SITE IS 800 EAST OF STATE FARM BL VD ON THE SOUTH SIDE OF ROUTE 250. SO /LS: THE SITE /S GENERA LL Y A RIDGE LINE OF DAVIDSON CLAY LOAM (23B) o WITH THE LOWER AREAS OF RASUN CLAY LOAM (71C -D). THESE SOILS ARE GENERALLY MODERATE IN SOIL ERODIBILITY AND PERMEABILITY. CRITICAL EROSION CONTROL AREAS: THE FIRST MEASURE OF EROSION CONTROL WILL BE THE INLET PROTECTION AND THE PAVED CONSTRUCTION ENTRANCE. NO ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED P=4 WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE W AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED r SED /MENT AND THE DISTURBED SOIL AREAS RESUL TING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. OTE NO OFF -SITE AREAS WILL BE DISTURBED AS PART OF THIS PROJECT. o o e sw a or ><te . smite to use in sma open c annels which drain 10 PA I/ED CONSTRUCT /ON ENTRANCE NO acres or less; should not be used In live streams. EXISTING STORM PIPES (9 ROUTE 250 SHALL BE CHECKED FOR DRAINAGE SWALE DIRECTS FLOW TOPSOILING: Preserving and using topsoil to provide a suitable growth To SEDIMENT MSIN/ TRAP SED /MENT BUILD -UP AND FLUSHED AS NEEDED PR /OR TO RELEASE OF F -1 medium for vegetation used to stabilize disturbed areas. Applicable where l0' E BON G g PP 3" SM 2A ASPHALT TOP COURSE A preservation or importation of topsoil is most cost - effective method of 23- 2% than 2 providing unless suitable additional measures are taken to nd event sloughing steeper d i / /� /� \� /\ % \��/ P g g \,\ \ice \/� erosion. F CL07N A 6'21A f PORA YY SEEDING: Establishment'of temporary vegetative cover on _S /DE ELE1�.4T /ON disturbed areas that will not be brought to final grade for periods of 30 days FXIS77NG GROUND to one year by seeding with appropriate rapidly- growing plants. iwsr. DlN COMPACTED SOIL PAVEMENT FL-- �w ::.' '..'.'.':... 18" MIN. W � �� \� \ \Z 4.5' M /N. _ �,� X45£ DD �D1VERS /ON DIKE � IX/S77NG CURB OR FOG£ OF PAVEMEM STD. &SPEC. 3.09 L 6" rn PER�IVENT SEEDING: Establishment of perennial vegetative -cover by 70' MIN plaiting seed on rough - graded areas that will not be brought to final grade for ASPHALT PAVED WASHR4CI( a year or more or where permanent, long -lived vegetative cover is needed on // /\ //\ .................... ........ ............................... o fine - graded areas. �� / \\ :.:::::;: TK1 PKESERVA O,N AND PROTBC?T Protecting existing trees \�\ •_ . EXIS77NG PAVEMENT VAR /ABLE* / /�/ /�� //� /� /� /� /� /\ /\ /\ �� VI4// R//,,, from mechanical and other injury during land- disturbing and construction ;� ..... ... N .... "� ..... ............................... / 1 S /LT FENCE activity to ensure the survival of desirable trees where they will be effective \ \\ I l' O COARSE oAGGREGATE for erosion and sediment control and provide other environmental and \`'�\ 2, FLOW aesthetic benefits. POSMW DRAINAGE + �VARIA&E* --�- N �TO SEDIMENT IAAPP/NG EX /ST. 67 CU, Y1D /ACRE �` DEVrcE GROUND ,, /� / /. /, / /� / /.\/ AI�,�T NTROL: Reducing surface and air movement of dust during land ELEy /ice a li,/,li., disturbance, demolition or construction activities in areas subject to dust 4' MAX 67 CU. YD, /ACRE MODIFIED CHECK DAM * MUS7r EXTEND FULL WIDTH p�N VIEW (EXCAVATED) F /LTER CLOTH problems in order to prevent soil loss and reduce the presence of potentially OF INGRESS AND EGRESS ELEV CD OPERA77ONS COARSE STD. & SPEC. 3.20 harmful airborne substance. *SEE PLATE 3.13 -1 OF THE VA. AGGREGATE ** CLASS / RIPRAP TABLE 3.35 -A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: ' Per Acre Per 1000 sq. ft. NOTES: Straw or Hay - IN - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.' Apply as slurry. Com Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4 -6" lengths. Air - dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips -4 - 6 tons 185'- 275 lbs. Free of coarse matter. -Air - dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1 -2 ca. yds. Free of coarse matter. Air - or yds. dried. Do not use in Tine Shredded turf areas. Apply with Bark mulch blower, chip handler, 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. EROS /ON AND SEDIMENT CONTROL DROP /NL& f PROTECT!'ON 12' M /N. HANDBOOK (1992) OUn.ET CROSS SE0770N 2X_ -- LEN CURB INLET CL07H SECT /ON A A 7. GT/-/ s / O (/N WIRE SCREEN CONC. BLOCK NOTE A M 11N. WATER TRAP OF 25.4 MM (1" 1 /S REWIRED WITH A MIN. WASH HOSE D /A. OF 38.1 MM 1.5" IN XN 1" \ \� \� /\ SOURCE ADAPTED FROM 1983 MARYLAND STANDARDS FOR SOIL EROS /ON AND SEDIMENT CONTROL AND VA DSWC - PLATE 3.02- \ \ / \\\ \/ / \ \/\ \� \ \/ / \ \ / \ \ / \ \ / \ \ / \ \� \\ \\ \,�, * GRAVEL FILTER MOD /F /ED WITH A M/N I" BALL COCK SHUT OFF VALVE �%/`� /�� /j\ FILTERED WATER RUNOFF' WA TER WITH SED /MENT OVERFLOW --lCOURSE AGGREGATE ** / � � / / � \\ / • EXTRA STRENGTH FILTER CLOTH FABRIC (W1THl0UT W IRE) STANDARD STRENGTH FILTER CLOTH FABRIC 1-0 LfAX. PROVIDE I" TUCK OR POST TIE WIRE OR HOG RINGS SUITABLY REINFORCED TOP END SECTION. EMBED APPROY raj ¢' O , WIRE FABR /C, 14.5 GAUGE 8" OF Y'VFR CLOTH illgY MIN. 6" MAX. MESH SPACING 1N TRENCH APPROX. 4" DEEP X 6" W /DE,/ FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY SF TEMPORARY S/L T FENCE STD. & SPEC. 3.05 -2 INSTALL WIRE FENCE FLUSH WITH THE GROUND SEDIMENT CURB INLET (� FILTER / CLOTH WIRE SCREEN 2>4- WOOD EXCAVATED STUD AREA �- Specific Application This method of in /et protection is app /icoble at curb inlets where overflow copobility is necessary to prevent excessive ponding in front of the structure. * *COARSE AGGREGATE SHALL BE VDOT 13, II357 OR Z5 *Gravel shall be VDOT j3, #357, or 1'5 coarse aggregate. 0 OUTLET (PERSPECTIVE KEW) (IP)-2 BLOCK AND GRAVEL ST TEMPORARY SEDIMENT TRAP CURB INLET SEDIMENT F/L TER ►-� STD. & SPEC. J. 13 STD. & SPEC. 3.07 -8 DROP INLET WITH GRATE ELEVATION OF STAKE AND xx - ^ X- x X STAKES FILTERED FRAME ( WATER x X FABRIC MIN. X x RUNOFF WATER � X W /Tf/ SEDIMEN X 2 x 4 WOOD x FRAME GATHER EXCESS - x AT CORNERS /P -i S /LT FENCE DROP ImEr PROTL�CTIIN x x a -�'�- ° FABRIC Specific Application This method of inlet protection is cpphcab /e where the in /et 3' drains c relctive /y flat area (slopes no greater than 59) MIN. where inlet sheet or overland flows (not exceeding 1 cfs) are typicol. The method sholl not apply to inlets receiving �- concentrated flows, such as in street or highway medians. /P 2 BLOCK AND GRA I/EL PERSPECTIVE t4-111,0 INLET SED /MENT F /LTER STD. & SPEC. 3.07 -1 SDP 04 -098 0 N 0 a N o ZZ a v v W zo ev pi a� 000 o O o �I W O 0 O � Q t,� W W q � W W � A Q Z Qr V j °v OW 0 Q w U q N 000 0 !1 N ti CIO W � N W 00 Z o C� 0 Z v o u a� cbd N O �p N .. co Z r_ o O o 00 w U U) .. V N � N r o e sw a or ><te . smite to use in sma open c annels which drain 10 PA I/ED CONSTRUCT /ON ENTRANCE NO acres or less; should not be used In live streams. EXISTING STORM PIPES (9 ROUTE 250 SHALL BE CHECKED FOR DRAINAGE SWALE DIRECTS FLOW TOPSOILING: Preserving and using topsoil to provide a suitable growth To SEDIMENT MSIN/ TRAP SED /MENT BUILD -UP AND FLUSHED AS NEEDED PR /OR TO RELEASE OF F -1 medium for vegetation used to stabilize disturbed areas. Applicable where l0' E BON G g PP 3" SM 2A ASPHALT TOP COURSE A preservation or importation of topsoil is most cost - effective method of 23- 2% than 2 providing unless suitable additional measures are taken to nd event sloughing steeper d i / /� /� \� /\ % \��/ P g g \,\ \ice \/� erosion. F CL07N A 6'21A f PORA YY SEEDING: Establishment'of temporary vegetative cover on _S /DE ELE1�.4T /ON disturbed areas that will not be brought to final grade for periods of 30 days FXIS77NG GROUND to one year by seeding with appropriate rapidly- growing plants. iwsr. DlN COMPACTED SOIL PAVEMENT FL-- �w ::.' '..'.'.':... 18" MIN. W � �� \� \ \Z 4.5' M /N. _ �,� X45£ DD �D1VERS /ON DIKE � IX/S77NG CURB OR FOG£ OF PAVEMEM STD. &SPEC. 3.09 L 6" rn PER�IVENT SEEDING: Establishment of perennial vegetative -cover by 70' MIN plaiting seed on rough - graded areas that will not be brought to final grade for ASPHALT PAVED WASHR4CI( a year or more or where permanent, long -lived vegetative cover is needed on // /\ //\ .................... ........ ............................... o fine - graded areas. �� / \\ :.:::::;: TK1 PKESERVA O,N AND PROTBC?T Protecting existing trees \�\ •_ . EXIS77NG PAVEMENT VAR /ABLE* / /�/ /�� //� /� /� /� /� /\ /\ /\ �� VI4// R//,,, from mechanical and other injury during land- disturbing and construction ;� ..... ... N .... "� ..... ............................... / 1 S /LT FENCE activity to ensure the survival of desirable trees where they will be effective \ \\ I l' O COARSE oAGGREGATE for erosion and sediment control and provide other environmental and \`'�\ 2, FLOW aesthetic benefits. POSMW DRAINAGE + �VARIA&E* --�- N �TO SEDIMENT IAAPP/NG EX /ST. 67 CU, Y1D /ACRE �` DEVrcE GROUND ,, /� / /. /, / /� / /.\/ AI�,�T NTROL: Reducing surface and air movement of dust during land ELEy /ice a li,/,li., disturbance, demolition or construction activities in areas subject to dust 4' MAX 67 CU. YD, /ACRE MODIFIED CHECK DAM * MUS7r EXTEND FULL WIDTH p�N VIEW (EXCAVATED) F /LTER CLOTH problems in order to prevent soil loss and reduce the presence of potentially OF INGRESS AND EGRESS ELEV CD OPERA77ONS COARSE STD. & SPEC. 3.20 harmful airborne substance. *SEE PLATE 3.13 -1 OF THE VA. AGGREGATE ** CLASS / RIPRAP TABLE 3.35 -A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: ' Per Acre Per 1000 sq. ft. NOTES: Straw or Hay - IN - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.' Apply as slurry. Com Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4 -6" lengths. Air - dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips -4 - 6 tons 185'- 275 lbs. Free of coarse matter. -Air - dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1 -2 ca. yds. Free of coarse matter. Air - or yds. dried. Do not use in Tine Shredded turf areas. Apply with Bark mulch blower, chip handler, 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. EROS /ON AND SEDIMENT CONTROL DROP /NL& f PROTECT!'ON 12' M /N. HANDBOOK (1992) OUn.ET CROSS SE0770N 2X_ -- LEN CURB INLET CL07H SECT /ON A A 7. GT/-/ s / O (/N WIRE SCREEN CONC. BLOCK NOTE A M 11N. WATER TRAP OF 25.4 MM (1" 1 /S REWIRED WITH A MIN. WASH HOSE D /A. OF 38.1 MM 1.5" IN XN 1" \ \� \� /\ SOURCE ADAPTED FROM 1983 MARYLAND STANDARDS FOR SOIL EROS /ON AND SEDIMENT CONTROL AND VA DSWC - PLATE 3.02- \ \ / \\\ \/ / \ \/\ \� \ \/ / \ \ / \ \ / \ \ / \ \ / \ \� \\ \\ \,�, * GRAVEL FILTER MOD /F /ED WITH A M/N I" BALL COCK SHUT OFF VALVE �%/`� /�� /j\ FILTERED WATER RUNOFF' WA TER WITH SED /MENT OVERFLOW --lCOURSE AGGREGATE ** / � � / / � \\ / • EXTRA STRENGTH FILTER CLOTH FABRIC (W1THl0UT W IRE) STANDARD STRENGTH FILTER CLOTH FABRIC 1-0 LfAX. PROVIDE I" TUCK OR POST TIE WIRE OR HOG RINGS SUITABLY REINFORCED TOP END SECTION. EMBED APPROY raj ¢' O , WIRE FABR /C, 14.5 GAUGE 8" OF Y'VFR CLOTH illgY MIN. 6" MAX. MESH SPACING 1N TRENCH APPROX. 4" DEEP X 6" W /DE,/ FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY SF TEMPORARY S/L T FENCE STD. & SPEC. 3.05 -2 INSTALL WIRE FENCE FLUSH WITH THE GROUND SEDIMENT CURB INLET (� FILTER / CLOTH WIRE SCREEN 2>4- WOOD EXCAVATED STUD AREA �- Specific Application This method of in /et protection is app /icoble at curb inlets where overflow copobility is necessary to prevent excessive ponding in front of the structure. * *COARSE AGGREGATE SHALL BE VDOT 13, II357 OR Z5 *Gravel shall be VDOT j3, #357, or 1'5 coarse aggregate. 0 OUTLET (PERSPECTIVE KEW) (IP)-2 BLOCK AND GRAVEL ST TEMPORARY SEDIMENT TRAP CURB INLET SEDIMENT F/L TER ►-� STD. & SPEC. J. 13 STD. & SPEC. 3.07 -8 DROP INLET WITH GRATE ELEVATION OF STAKE AND xx - ^ X- x X STAKES FILTERED FRAME ( WATER x X FABRIC MIN. X x RUNOFF WATER � X W /Tf/ SEDIMEN X 2 x 4 WOOD x FRAME GATHER EXCESS - x AT CORNERS /P -i S /LT FENCE DROP ImEr PROTL�CTIIN x x a -�'�- ° FABRIC Specific Application This method of inlet protection is cpphcab /e where the in /et 3' drains c relctive /y flat area (slopes no greater than 59) MIN. where inlet sheet or overland flows (not exceeding 1 cfs) are typicol. The method sholl not apply to inlets receiving �- concentrated flows, such as in street or highway medians. /P 2 BLOCK AND GRA I/EL PERSPECTIVE t4-111,0 INLET SED /MENT F /LTER STD. & SPEC. 3.07 -1 SDP 04 -098 0 N 0 a N o ZZ a v v W zo ev pi a� 000 o O o �I W O 0 O � Q t,� W W q � W W � A Q Z Qr V j °v OW 0 Q w U q N 000 0 !1 N ti CIO W � N W 00 Z o C� 0 Z v o u a� cbd N O �p N .. co Z r_ o O o 00 w U U) .. V N � N r EROS /ON AND SEDIMENT CONTROL DROP /NL& f PROTECT!'ON 12' M /N. HANDBOOK (1992) OUn.ET CROSS SE0770N 2X_ -- LEN CURB INLET CL07H SECT /ON A A 7. GT/-/ s / O (/N WIRE SCREEN CONC. BLOCK NOTE A M 11N. WATER TRAP OF 25.4 MM (1" 1 /S REWIRED WITH A MIN. WASH HOSE D /A. OF 38.1 MM 1.5" IN XN 1" \ \� \� /\ SOURCE ADAPTED FROM 1983 MARYLAND STANDARDS FOR SOIL EROS /ON AND SEDIMENT CONTROL AND VA DSWC - PLATE 3.02- \ \ / \\\ \/ / \ \/\ \� \ \/ / \ \ / \ \ / \ \ / \ \ / \ \� \\ \\ \,�, * GRAVEL FILTER MOD /F /ED WITH A M/N I" BALL COCK SHUT OFF VALVE �%/`� /�� /j\ FILTERED WATER RUNOFF' WA TER WITH SED /MENT OVERFLOW --lCOURSE AGGREGATE ** / � � / / � \\ / • EXTRA STRENGTH FILTER CLOTH FABRIC (W1THl0UT W IRE) STANDARD STRENGTH FILTER CLOTH FABRIC 1-0 LfAX. PROVIDE I" TUCK OR POST TIE WIRE OR HOG RINGS SUITABLY REINFORCED TOP END SECTION. EMBED APPROY raj ¢' O , WIRE FABR /C, 14.5 GAUGE 8" OF Y'VFR CLOTH illgY MIN. 6" MAX. MESH SPACING 1N TRENCH APPROX. 4" DEEP X 6" W /DE,/ FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY SF TEMPORARY S/L T FENCE STD. & SPEC. 3.05 -2 INSTALL WIRE FENCE FLUSH WITH THE GROUND SEDIMENT CURB INLET (� FILTER / CLOTH WIRE SCREEN 2>4- WOOD EXCAVATED STUD AREA �- Specific Application This method of in /et protection is app /icoble at curb inlets where overflow copobility is necessary to prevent excessive ponding in front of the structure. * *COARSE AGGREGATE SHALL BE VDOT 13, II357 OR Z5 *Gravel shall be VDOT j3, #357, or 1'5 coarse aggregate. 0 OUTLET (PERSPECTIVE KEW) (IP)-2 BLOCK AND GRAVEL ST TEMPORARY SEDIMENT TRAP CURB INLET SEDIMENT F/L TER ►-� STD. & SPEC. J. 13 STD. & SPEC. 3.07 -8 DROP INLET WITH GRATE ELEVATION OF STAKE AND xx - ^ X- x X STAKES FILTERED FRAME ( WATER x X FABRIC MIN. X x RUNOFF WATER � X W /Tf/ SEDIMEN X 2 x 4 WOOD x FRAME GATHER EXCESS - x AT CORNERS /P -i S /LT FENCE DROP ImEr PROTL�CTIIN x x a -�'�- ° FABRIC Specific Application This method of inlet protection is cpphcab /e where the in /et 3' drains c relctive /y flat area (slopes no greater than 59) MIN. where inlet sheet or overland flows (not exceeding 1 cfs) are typicol. The method sholl not apply to inlets receiving �- concentrated flows, such as in street or highway medians. /P 2 BLOCK AND GRA I/EL PERSPECTIVE t4-111,0 INLET SED /MENT F /LTER STD. & SPEC. 3.07 -1 SDP 04 -098 0 N 0 a N o ZZ a v v W zo ev pi a� 000 o O o �I W O 0 O � Q t,� W W q � W W � A Q Z Qr V j °v OW 0 Q w U q N 000 0 !1 N ti CIO W � N W 00 Z o C� 0 Z v o u a� cbd N O �p N .. co Z r_ o O o 00 w U U) .. V N � N r APPROX. 4" DEEP X 6" W /DE,/ FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY SF TEMPORARY S/L T FENCE STD. & SPEC. 3.05 -2 INSTALL WIRE FENCE FLUSH WITH THE GROUND SEDIMENT CURB INLET (� FILTER / CLOTH WIRE SCREEN 2>4- WOOD EXCAVATED STUD AREA �- Specific Application This method of in /et protection is app /icoble at curb inlets where overflow copobility is necessary to prevent excessive ponding in front of the structure. * *COARSE AGGREGATE SHALL BE VDOT 13, II357 OR Z5 *Gravel shall be VDOT j3, #357, or 1'5 coarse aggregate. 0 OUTLET (PERSPECTIVE KEW) (IP)-2 BLOCK AND GRAVEL ST TEMPORARY SEDIMENT TRAP CURB INLET SEDIMENT F/L TER ►-� STD. & SPEC. J. 13 STD. & SPEC. 3.07 -8 DROP INLET WITH GRATE ELEVATION OF STAKE AND xx - ^ X- x X STAKES FILTERED FRAME ( WATER x X FABRIC MIN. X x RUNOFF WATER � X W /Tf/ SEDIMEN X 2 x 4 WOOD x FRAME GATHER EXCESS - x AT CORNERS /P -i S /LT FENCE DROP ImEr PROTL�CTIIN x x a -�'�- ° FABRIC Specific Application This method of inlet protection is cpphcab /e where the in /et 3' drains c relctive /y flat area (slopes no greater than 59) MIN. where inlet sheet or overland flows (not exceeding 1 cfs) are typicol. The method sholl not apply to inlets receiving �- concentrated flows, such as in street or highway medians. /P 2 BLOCK AND GRA I/EL PERSPECTIVE t4-111,0 INLET SED /MENT F /LTER STD. & SPEC. 3.07 -1 SDP 04 -098 0 N 0 a N o ZZ a v v W zo ev pi a� 000 o O o �I W O 0 O � Q t,� W W q � W W � A Q Z Qr V j °v OW 0 Q w U q N 000 0 !1 N ti CIO W � N W 00 Z o C� 0 Z v o u a� cbd N O �p N .. co Z r_ o O o 00 w U U) .. V N � N r o O o �I W O 0 O � Q t,� W W q � W W � A Q Z Qr V j °v OW 0 Q w U q N 000 0 !1 N ti CIO W � N W 00 Z o C� 0 Z v o u a� cbd N O �p N .. co Z r_ o O o 00 w U U) .. V N � N r W � A Q Z Qr V j °v OW 0 Q w U q N 000 0 !1 N ti CIO W � N W 00 Z o C� 0 Z v o u a� cbd N O �p N .. co Z r_ o O o 00 w U U) .. V N � N r r I/ " °P". �. ~ •`;� , \ , • -_ , ` ,, , \, e , . ` \ �. t'� `4 :..' S/L T TRAP > 3 - -� , \ , N. ,, , �..�., ,\ '�a � i 111,111i+�1f11,fi,,,�, � k, `;,: :.:::::.. \ D.A. =2 6 AC. Y� ", �`°�`;;` -.�` �`;�.�\,� ♦;N� + °� +'`��,ll�r�4` �, ` ``` Fes. REQU /RED STORAGE VOLUME =26(134 =348CYD(27CF /CYO =9407CF -l``' '� \1 `� ,;\ \ �' `�N',��. car ' �\ + \\ WET VOLUME PROVD =68 x36 x3.60 =4715CF 0 ELEV. =469.60 �\ , >, -� ,\ `, `, \ `, ~ `� �� •,\ ��. s�� , `, ~, 'k I ` :.::. DRY VOLUME PROV D =84 x44 x 1.9 - 4943CF 6) ELEV. = 471.50 _ ..` o-/\) ,`'mom ♦, , J+ , / ' ' �Q� `\ , \,\ ��e o� \\ `�-�� ° \ -•,, % �`, , ` __I , - ---, , , , STONE FILTER OUTLET=6 (2.6)=16 ELEV. = 471.50 I'� °, \ `I l 1 , \ \ 1 � ( J S/ (\i' \ \� `\ \ \ \\ ,\c. \\ ` `\ ` `\ � ~�O `° � / \ t !,\ 11, k'�` \ \'\ l i `` ,\ ,\ `` \ N `\ \4� \\ `\ , -.''N \ ` 472 �a 470 L/,.._✓N. re .^ kt ,\ ,,~ ,, a4 `, `, �i�� ° \, ',\ ` \` .\ \\ ®, `\ \�\ \ . 7. ,T°•° , `,:C :. 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TIfESITECOAT"CTOR, OIVCZR, 6z" sz,oBP,, zsz,wRLECDIir'VTPIWSP�'CTION�S' SfIALLINSTALL TfIETZffPORARTPAFED CONSTBUCTIONEATZ1 �1,VCZ97TIIKlSff DOKWA REAOFFEXISTINGW=ZR�V ,YmZSS'TOP,,TI ,1& VDBEGI.NCZAE,MX/V6T"D GR.-1DINGTf ,4- SILT_r"PS#I, 2, 3, 4. Tf'f'C0YT"CTOR Sff&L US,FThrE7XISTIWG P,0 DIJRIYf'K �Y/ 1TKO. RREZLI9"P EONIYTOCOAP _=,FTfIElIRE'IOFGRf1DING FORTffEAREAKESTOFKORRELLDR. ONCE'Tflf'CON�STRI rC-77OWOFRELOC,ITE1 WDB/ ALL, 0R. 10ON EPE RP I"Tflf'& sr,' OFTh' EACCzxxOFFKORRELLI>R,SfI"LLBf' PROHIBITED 2 TR EESf IFEPROT f' CTIONAND .N,aRlrzjpssfl"1LLBEINST,1 -L I I&ONCI -M06WD DfSIGNf1Tf' TBEf'LIAIITS 3. COA�T"CTORSIIl,1LLINSTf1LL SILTFfNCINGf1LONGOIl7BRPERIfLl� 'TfR OFPROPERTP LINf' - WD /DRTDE OF FILL SLOPPPPffzIfI1ITS. CONSTRUCTIONOFDJirP,;R,SIOND,l,i2 'S'C,,Zv,& ' COZVPl ,6T�D..4PPROPRIfITwCOHf,ffz, C"Tf4",TfRIf1LTOBEIlSfDFORDIK- 'FILL. CONT"CTORSf_&Z_1VOTIFT GEOT�' CIl'fVICALEfVGINEfROFBERrLIFIII o4' 7R CE TODETPRJJT0I971A VT fLIODIFICATIONOFLROSIOlVCONTROLPl fINISNL'CLSS,__4RT. S, P,VRA 1NEfVTORFZ,' VPORART SDILSTABl- rl" .U4NSIlf1LLBEAPPLIEDTODZA'ZlDLD AREASKITIIINSLFLNDfITSf1FTLRFIN ,IL GRDLSBEICfllDON4j' OO ION TfIESITL TLIPORRTSDILST ,QBLIZN�A NDS D f1TIO ATSBI PPLILD KIThINSLL DEAVDfD ,QRE,iS''Tf,:1FAIATNOTBEATFINAL 0A,Z9"brF)%XLREJZ NDDOOR aVT (IlNDIS7U", D,)FORLONGERTflAN 3g, O,! ISPERW,IAYLNTSTABILI7- lTIDNSf�LLBI' APPL IL D T O AR EAS TflA T A R E T O B E L LFT D O R f I Tf1 i VT FO R f LIO R E TIIA N ONL ' TEA R 6. ONCZ,01,r RSIDN DIKLSA�SIITTRAPSAREINPLACE, ALLARRASOFCUTAWD FILLSh' OlY1VONGR, �DINGPlAWSfI/1LLBR'COf11Pl�'TLD N'ITflAPPROPRl/ITELROSION COfVTROLfLIEASIIRESIWSTALLED ONCL' "CIfCONSTBIlCTIONTASKISCOfLIPLRTLD. 7ALLLROSIONCDN7ROLfh 9ASURESSI ffZBEINST ,ILLLDANI»,QINLDPPER_r_YZ LATESTEOITIOWOFTHEYIRGIWIA, ROSION,1 VDSLOMEfVTCONTROLIIANI-BOOX 8 LNGIWEERAWD /1LghAARLECOIIX,rr,WI PZC7TOWSSIIQLLBEWOTIFIEDOF,1WT FYCESSDj,frA Fz,ffzLSTOBL'STOCIICPILED ONSITL'TOfLIODIFTEROSIDNCONTBOl PLAN. NOTES.- I. A LLTZ, VPOR aTEROSIONf INDSI, 91JfZATCONTROL fLlIAS,71"XSDfALL.9Z,U, VO, VZ, 0 KITfIIW30D,II TSAFTLRF",,1z SITE STABILI7ITIDNOR 164XFRTfIETErVp0_1f RT f11 F.ASIIRESARENOLONGLRAE,6-DLD, IlNLESSOTfIIRWISL'l lTffo"- 7IDBTTh'ELOCfIL PROGRAfL ,-v,9, INISTRATOR TR, IPPEDSLDIf WEATAWDTh 'EDISYZl"_EDSDIL,QREf1S RESTfLTINGFROfLITIfEDISPOSITIONOFTEfLIPOR /1RTfLIEA SSf 14LLBL' PLRfLIf1,V NTZPSTA6IL Z,DTO PAD FLNTFIlRTfIEREROSIONA ,9SEDIfTIENTATIOW. 2 NOOFF- SITEAlr' �fISTOBIDISTIlRBIDASP ,IRTOFTh'ISPRDfECT. .� TfIL 'DEFLLOPPLRSlI.4LLRESLRFL'Tfll RIGh'TTOINST,&Z,fI YD.tLlAlWT,1INAll L R O SI O N C O N TR O L f LIEA S l!B E S R EQ IIIR ED B T T f 11 S P L A W R L' GA R D L E SS T O Tf I E SA L L' D F AtVTIOT. . Q AL LACCLS�S 'TOSITL'FYCLPTFOR.rhT,4PPROFID CONSTRIlCTIONINTRANCRSILffz BL'BLDCA DINAJ "ZR1 T ffA TKILLWOTALLO KACCES.S'TOTfIESITL' NOTE.• A MIN. WATER TAP OF 1 " MUST BE INSTALLED W1TH A MIN. 1 " SALLCO SHUT OFF VAL VE SUPPL Y1NG THE WASH HOSE WITH A DIAMETER OF 7.5 FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMO THE SEDIMENT- S /LT TRAP & D.A. =2.4 AC. REQU IRED STORAGE VOLUME= 2.4(134)= 322CYD(27CF/C)-=8683CF WET VOLUME P1?OV'D =1505(8'x4'- 4800CF 9 ELEV. = 464.00 DRY VOLUME PR0V'D =170x16'x1.75' =4760CF 9 ELEV. =465.75 STONE FILTER 0UTLET =6'(2.4) =15' STORAGE VOLUME 15 • I • /• DRY= 464. 00 iii .. =� Elevation Planimeter Area Al +A2 +sgr(Ai *A2) * Volume Sum Elevation Planimeter Area Al +A2 +sgr(Al *A2) Volume Volume Sum (ft)-- (sq_in_)- (sq.ft) (sq_ft) - _(cubic_ft) 0 -- - `- 467.00 _- -- 0.17 425 0 0 0 468.00 *I* 705 1,677 559 559 469.00 *I* 1,056 2,150 1,434 1,434 469.50 *I* 1,257 2,413 2,011 2,011 470.00 *I* 1,477 2,694 2,694 2,694 470.75 *I* 1,839 3,147 3,934 3,934 471.00 0.79 1,968 3,308 4,410 4,410 471.75 0.81 2,025 5,989 1,497 5,907 V `22 %� ^.�% 'V ✓'\�/,._.�./, y1`° _•,�° r. - rr � rl lr riii 1 iu , r ` �� - cam, a '� I I 11 "t ,�,", ,1 -LYEVL ' \ N - J\°�., Z,� '�,�;; � 7Wur/ !- -; '/ DD 3 -L. .�I - �� , � ,__ ,.,.` _ _ _ %/I DIVERSION /K 1 ALLS'_TEF `l ICC�I�RRZ'�fF�RGi %Ef,.��'\_ ` _. _7�.0 "" TO DIRECT RUN - SE A/ PA E 3) _ �`� �/� X\ \ ' \ , \ \ °�,% SILT TROP #4 \ \ \ °` \\ i % 1. 1_��^__v 1; 1� A \ ) / / / , , -A "'01. /, / I r , I f /` /I It, �% 4 /t / 1 / I A I / 51 eQ10i / "' j /» I) \ \ \ \ I I lml7zdL zROSIONCONTROLPZ" I. TIfESITECOAT"CTOR, OIVCZR, 6z" sz,oBP,, zsz,wRLECDIir'VTPIWSP�'CTION�S' SfIALLINSTALL TfIETZffPORARTPAFED CONSTBUCTIONEATZ1 �1,VCZ97TIIKlSff DOKWA REAOFFEXISTINGW=ZR�V ,YmZSS'TOP,,TI ,1& VDBEGI.NCZAE,MX/V6T"D GR.-1DINGTf ,4- SILT_r"PS#I, 2, 3, 4. Tf'f'C0YT"CTOR Sff&L US,FThrE7XISTIWG P,0 DIJRIYf'K �Y/ 1TKO. RREZLI9"P EONIYTOCOAP _=,FTfIElIRE'IOFGRf1DING FORTffEAREAKESTOFKORRELLDR. ONCE'Tflf'CON�STRI rC-77OWOFRELOC,ITE1 WDB/ ALL, 0R. 10ON EPE RP I"Tflf'& sr,' OFTh' EACCzxxOFFKORRELLI>R,SfI"LLBf' PROHIBITED 2 TR EESf IFEPROT f' CTIONAND .N,aRlrzjpssfl"1LLBEINST,1 -L I I&ONCI -M06WD DfSIGNf1Tf' TBEf'LIAIITS 3. COA�T"CTORSIIl,1LLINSTf1LL SILTFfNCINGf1LONGOIl7BRPERIfLl� 'TfR OFPROPERTP LINf' - WD /DRTDE OF FILL SLOPPPPffzIfI1ITS. CONSTRUCTIONOFDJirP,;R,SIOND,l,i2 'S'C,,Zv,& ' COZVPl ,6T�D..4PPROPRIfITwCOHf,ffz, C"Tf4",TfRIf1LTOBEIlSfDFORDIK- 'FILL. CONT"CTORSf_&Z_1VOTIFT GEOT�' CIl'fVICALEfVGINEfROFBERrLIFIII o4' 7R CE TODETPRJJT0I971A VT fLIODIFICATIONOFLROSIOlVCONTROLPl fINISNL'CLSS,__4RT. S, P,VRA 1NEfVTORFZ,' VPORART SDILSTABl- rl" .U4NSIlf1LLBEAPPLIEDTODZA'ZlDLD AREASKITIIINSLFLNDfITSf1FTLRFIN ,IL GRDLSBEICfllDON4j' OO ION TfIESITL TLIPORRTSDILST ,QBLIZN�A NDS D f1TIO ATSBI PPLILD KIThINSLL DEAVDfD ,QRE,iS''Tf,:1FAIATNOTBEATFINAL 0A,Z9"brF)%XLREJZ NDDOOR aVT (IlNDIS7U", D,)FORLONGERTflAN 3g, O,! ISPERW,IAYLNTSTABILI7- lTIDNSf�LLBI' APPL IL D T O AR EAS TflA T A R E T O B E L LFT D O R f I Tf1 i VT FO R f LIO R E TIIA N ONL ' TEA R 6. ONCZ,01,r RSIDN DIKLSA�SIITTRAPSAREINPLACE, ALLARRASOFCUTAWD FILLSh' OlY1VONGR, �DINGPlAWSfI/1LLBR'COf11Pl�'TLD N'ITflAPPROPRl/ITELROSION COfVTROLfLIEASIIRESIWSTALLED ONCL' "CIfCONSTBIlCTIONTASKISCOfLIPLRTLD. 7ALLLROSIONCDN7ROLfh 9ASURESSI ffZBEINST ,ILLLDANI»,QINLDPPER_r_YZ LATESTEOITIOWOFTHEYIRGIWIA, ROSION,1 VDSLOMEfVTCONTROLIIANI-BOOX 8 LNGIWEERAWD /1LghAARLECOIIX,rr,WI PZC7TOWSSIIQLLBEWOTIFIEDOF,1WT FYCESSDj,frA Fz,ffzLSTOBL'STOCIICPILED ONSITL'TOfLIODIFTEROSIDNCONTBOl PLAN. NOTES.- I. A LLTZ, VPOR aTEROSIONf INDSI, 91JfZATCONTROL fLlIAS,71"XSDfALL.9Z,U, VO, VZ, 0 KITfIIW30D,II TSAFTLRF",,1z SITE STABILI7ITIDNOR 164XFRTfIETErVp0_1f RT f11 F.ASIIRESARENOLONGLRAE,6-DLD, IlNLESSOTfIIRWISL'l lTffo"- 7IDBTTh'ELOCfIL PROGRAfL ,-v,9, INISTRATOR TR, IPPEDSLDIf WEATAWDTh 'EDISYZl"_EDSDIL,QREf1S RESTfLTINGFROfLITIfEDISPOSITIONOFTEfLIPOR /1RTfLIEA SSf 14LLBL' PLRfLIf1,V NTZPSTA6IL Z,DTO PAD FLNTFIlRTfIEREROSIONA ,9SEDIfTIENTATIOW. 2 NOOFF- SITEAlr' �fISTOBIDISTIlRBIDASP ,IRTOFTh'ISPRDfECT. .� TfIL 'DEFLLOPPLRSlI.4LLRESLRFL'Tfll RIGh'TTOINST,&Z,fI YD.tLlAlWT,1INAll L R O SI O N C O N TR O L f LIEA S l!B E S R EQ IIIR ED B T T f 11 S P L A W R L' GA R D L E SS T O Tf I E SA L L' D F AtVTIOT. . Q AL LACCLS�S 'TOSITL'FYCLPTFOR.rhT,4PPROFID CONSTRIlCTIONINTRANCRSILffz BL'BLDCA DINAJ "ZR1 T ffA TKILLWOTALLO KACCES.S'TOTfIESITL' NOTE.• A MIN. WATER TAP OF 1 " MUST BE INSTALLED W1TH A MIN. 1 " SALLCO SHUT OFF VAL VE SUPPL Y1NG THE WASH HOSE WITH A DIAMETER OF 7.5 FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMO THE SEDIMENT- S /LT TRAP & D.A. =2.4 AC. REQU IRED STORAGE VOLUME= 2.4(134)= 322CYD(27CF/C)-=8683CF WET VOLUME P1?OV'D =1505(8'x4'- 4800CF 9 ELEV. = 464.00 DRY VOLUME PR0V'D =170x16'x1.75' =4760CF 9 ELEV. =465.75 STONE FILTER 0UTLET =6'(2.4) =15' STORAGE VOLUME 15 • I • /• DRY= 464. 00 iii .. =� Elevation Planimeter Area Al +A2 +sgr(Ai *A2) volume Volume Sum -- _(ft)- __--- (sq.in.) (sq. ft) - _--- (sq_ ft) O (cubic -ft) 460.00 0.26 660 - 0 - _(cubic_ft) 0 0 461.00 0.36 900 2,331 777 777 462.00 0.42 1,050 2,922 974 1,751 463.00 0.52 1,300 3,518 1,173 2,924 464.00 0.62 1,540 4,255 1,418 4,342 464.50 *I* 2,110 5,453 909 5,251 465.00 1.11 2,770 6,375 2,125 6,467 465.75 *I* 3,031 8,698 2,174 8,642 466.00 1.25 3,120 8,830 1 2,943 9,410 466,75 1.32 3,300 9,629 2,407 11,818 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 12' MAX. �<e; �c �100 Q 1, J °' , \��z ,(�N& kj� -:j �iYO3 � z 0 ��_ 0 m z a w z w x E V) w c7 d z a :1� 00 � a 5 �V�n 0 0 0 �N �o a4 :w °v° V � U ,�)iv NN �� in ti) r^ \ x ��\ o \� moo -i� -j 1 hA - Z V v � " o O ', � ^ O Q �1 U 0.F '\ V. O O � -- O d`` rr`,\ ,� t^ hA - Z V v � " o O ', � ^ O Q �1 U 0.F LO CY) co N 00 00 0 � O tiW W � bA O O � � ... 114 W a E w U 0 U O o � � p 0 O Z � W � q I � r` W q q O w � V hA - Z V v � " o O ', � ^ O Q �1 U 0.F LO CY) co N 00 00 0 � 5 tiW W � bA N O � � ... o W a E w U 0 U O o (1 °' t••• p CV O Z � N o O U 1 v o U) 00 W d vD N 4-. a U 11 - O )f) F- N s 3 r ■ " ~ ° \. ° _ \ •. ,,, \ ¢9 � 9� \ \ 1t 1t lg4 1 ••» am., ..,..o .® ,9 r^ ',/ / � \ \ N \ ®w°' \ ♦ / /�/ \ st \ \ ` \\ 11 \ \ \ `\ . ., \ \ \rved`Fid�r �'• ` SLOPE NOTE•' T E SHALL `♦ ONCE SLOPE F /LL IS COMPLETE 0�', %�:°= ®• �-�' �`` _ 1 \ \,\ _ __ _�� `\ OO� Prge E NG' DR /F�L`/ E F CONTRACTOR SHALL PROI/EDE � • �� _ - \ \ , , \\ � \ \ \ _ . �o � �c ALL O � 11, 000 S. F OF SUPER TA \\ � \ • • `a, - - - _ 's-`�`---- \ \ \ 1 't ,, . �� \\ \\ `, - �, �a'� `\ \\ \ D _ t _ F N ` ♦ HYDRA SEED / NG OR EROS /ON CONTROL MA T" COVERING TO \ \ t 1 - - -- - - - - -__ _ - - - - -- \ \ \ \�`�. -, \ \\ �♦ PROMOTE SLOPE COVER „\ \ `C ♦ TA B /L/ZA T /O N. �\ /n t! 1\ O t. 483 S 11 S DIKE TO DIRECT —OFF � \ `\ \ \ � � \ TO STORM /NL PIPE #30 R �'''',,;\ � ' \ \\ �� \ D U/ST L"17N � Aly 14:46 9. - 0 01- q , @ ` INS/. \OU ;=466.25 5=0.8 �°'' `�- ' a �, -_ ' \ \\ `\ \\ \ \ \ \ ' \B ass -- - -- - r �, � \ \ \ • � \\ \ \\ �\ �`` \ kb TO Sk T �- 1 ' 11 , r" 1 � 11 1 �i 1 ' 1 '1 � 1 '1, � 1 � � � I \ \ \ �, 1 \ \ � • i'\ • ��OF� ; x`�° -'', �'','`I 1', I, If r~ C ;' `' � �' ¢' 1�c , � � ` '1�,,,, \ \\ \\ \\ \�, \�`' /L E, ! / E. c �•� t \ 11 �Iy 1, 1+ fy { } f{ i 1 \ ! /\\ i \ 1 1 \ I'i'i,\ \\ ` ��J`��C�\ \ 489 30 \ \ \ 486 • •�.\`/�,`. �f�./�.�• � I�t ,1 1! 1 � �• , I � � I I i I f 4ee � - - - - - _ ! , / \ \ � \ \ \ \ \�\ � \ 1 I ' 1 /P &2 \ P/ 40* 77.21 'B " ' 1 r 1 \ \ - 431 I 55 tat r �.�"`��._./\/'�: � {` t ! ` ! ! I � t y i i I fA f \\ -°' "�, ... • :: kg2 ' - - - 491--/ � / �� \ i •• I' ,' r ' /' I 1 I 1 483 \ T /AL SJ ,T TRA 3 S._ D r !! !, j / r ' J \ 482 \ ` - h ,.r k1� QG 2 / / RAP /3 . _ AC. 50A • • tl 1 r 1 t t 1 &2 • ' • . ` t J it yt ,' 1� F rr 1 i, , \ \ \\ \\ /P TO � 00 v r 'T 0 DIRECT 1 TD SILT TRAP mi • , \ � � / II 4 11 1 � 11 1t II � � ' n/e, \ •... \ \\ 1 _ � ..- . / , I®, q,� /, / � , • \ `\ \ \ I; { I 1 1 � I \ 1 �c I� r -',\ � N / / 'w'r'/ / I�P 1 � t \' \\ „� •�.i��7�% '�:� �� • �- �. �.` \ �\ \ \ \ � \ \ \ `" \ 1 4 i l I 1 1 1 1 1 \ \ \� / � � \ � � / fir"` `\ _ � \ \{ ` ' At A • \ 11 h , 1 l `\ 1 \\ N &P TIAMTZ r I y \\ 7, 0'V-',A A Ac. tow 0 ear _ • / ` ' \��\ \�„\ \I \l� /k(�t� /,,4,1�,\ \ \ \�� \C'O ` P \ / j �, - �/ 1 1` J�'.¢/ `/ / I ' / /� /// �e U�eI ! 0 'J4 .. • , .. '� ^-� \ \ \; � - \ '�° �,� \ \ \ ;��\ `\ \ ` 1 � 'r`p�/' /' / /' � ' i i ��` B r 683, P 4 •` \ \ \\ \ \ \ \ \ \ \ \ �� \ \ \ `\ / / / ' r 7.896 A cres 34A DD J5 DIVERSION TSD 70 L. F•F - - -=_ TO DIRECT `\_.' \- __A \- A L S T F OR / F �--Z"D SILT TRAP #4- SEE DETA /L PAGE 3 > 0 A N ,f 3 IA ° ow Lo 0) 0 Z N�o a✓ c� Grate lei o Rim E/e v , 75` , n Inv 15" h O O EX5 T Drainage t \ Rim E16 v 4 O I Y/ 2 In v 1 /n: 46� w T \ Inv 5" Out: 4 W CO c o L OF F F H - E OUTLET !"1 w N21-10 r , Ir \ 1 r t , 1 r 1 t 1 i \ ain aqc `�\ Pirn E/e ►�I In U I� 24' W it �D g \ I" VDOT P/P,6- f10 ; O O m V O \ O M 00 a-4 Cq 00 U1 N ti N o E �-' T j 0 v G Co U o cbd N h� M 'T 0 O W S O, M S tN L G NOT u UPPER ER �)F OR #,3A, AND 55A TO M•--•� Z o 0 BE Mmpummr PLO GF T ' D E SED ENT FLO TO / TRAPS BY MEA S4 OF�TEM O / Y LOPE DR4/ ' PIPES. �M ORARY PLUGOM(G TO BEN LAC AS LONG S SILT p >n E� PS ARE REQ /RED. PR /OR TO ll M OF TE�PO Y N P UG /NG AN TEMPORARY SLOPE DRAINS STOR ` RUN l`� I 1 =1 I 1 =1 I 1 =1 I ' UG 30 %M7mor,*11S UGH' AND 50 THROUG I- eE c E OM /WENT. I I -I 11 =1 1I- ,�rRA %/ �/ Co ' ( IN FEET ) 1 inch = 30 ft � = III =III\ 11111\ .1I ,,ZO -II =1II- SDP 04 -098 ,, - -: "-� -- `\ , °�� • '� ,- ...... � a ♦ CDN,S'TRUCTION4S'�QU�NC�' i I. ONCEINITI,ILEROSIDNCONTROL WZ4SURESARECOMPLETEO CONT"MOR C" / // � �/ � , , � _ _ � `` \ • ♦��, \\ \ � BEGINOYER�I�PROJECTFYCf1Yf1TIDN. \ • \ Ile ' /> / / bar / / / / / I r z - ` ` \ ' � _ s � ' \ \ \ \ \ ♦ 1. INSTfILLSTOR/ LIPIPE,? NI�INLETSYSTE�YIIYITIff1PPROPRLQTEINLETPROT� 'CTION. \\ 3. PROYIDETEILIPO�SLOPEI�R�ISINSTIs' #3 #33 #SS. BLOCXDUIFf1LL OF ' , / / ,, / / / � / `` _ � \� `' `a ., `� \ \\ \ \\ • ♦ TIIESESTRUCTURESfICCORDINGLYTOI�ISCh' f1RGERUN- OFFTOSILTT��PSPERPL�V. ' / / / / /� J / - - \ `\ \, \ \ T ~ \ \ \ \ \� ` ':•::' :':: \ ( \ ♦ Q BUILDINGCONSTRUCTI0IV, SITEUTILI7TE•S' CURB- GU7TERINSTf1LLf1TIONS1.uQLLBE \ \ NN \,` 1 \ \\ ® \, ♦ S. BfICXFILL OFCURB�NDFINEGR�IIINGOFSITE�SILLBECD�IPLETEI� CONTR/ICT �,� /'/ ' / -' ,, - ,.�• `�" ,. • � � - ,.; \\ \ . / -, ` - -. _ \ \\ \ \\ \ � � \ \\ \ \ \ \♦ \\ \ :,::�_ \ \ o ♦ B�SESTONE .INI>P�YE1LIENTINSTf1LLEI). \ \ \ \ \ 6. �LLSITESTfIBILIZ/ ITIDNfIN1�fINI�LfINI�SC�PINGCOiLIPLETED. 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J/ /; l Tt TAP \% i \ \ \ \ } t • } • _ .. % \ \ \'- \ •. --, `ease `_ l J - ......'.'.:.' '.'.. I _ ! \ / VF 400!1 L/ • OF \ �'"� \\ \� \\ \\\ q� \ ,`` -'..•` .-•` �0 °'.y '\ .` \. \ \\ \ j \. ";•'' 1': .': ... .} ' — ..z s ~1 \\ \ \ \ '°w\ '`\� \� '�•'`'\ \ r .. !f " /L 7!' FENCES // ' `� \\ \` \ ,ate • • `' ,`` ` \ " . ` \ \ / .F ....... :t.1 t` -c' `` i \ TO`�l'•�T- °7YN�QFF, r/ I / O / / / / / / \ 1 \ IN EXS J�tor/7�7 �✓lH Ry�Ele v.• 501.5 �\ ♦ v. 15 "' 1,�: 4 8. 15 \ In v. 15 IV /,' 498.08 \ \ Inv /5" -u(.- 49765 \,\ � . � 1 1 f �`/ ' �- • °6 � �� \ \�' � \ \ `vim .,�„ •.�,... - ... "� 1 ! ( i fl �� \ l� ' �� j�'\.•:... � \�� , f � l I � .� , \ \ \ \ 250 ROAD \ NIN ON P `ilS \ \\ •ice '�/\ � \ \ \ \ \ 11111 \ \a\, \ \ \\ �; ( / ': ` 1111111 11 \ �\ \ 11 11 I11i1 \,J I ..,.�... \..:,I.•.,. . y \\�97 \ \� '�fi 4` \\ t, �� `\ l 1 1 . l.. .:..::': ':.::: .... ......... .... � _ \ I,I I I I 1 I � ITI � I I I I I � 1111111 N N I _ •�. ^, � _'� \\ — .- Co>7c. R1sor w/ meta, rate \ r' ' ,_ \ a _ \ \ \ i \• _ Zell, ...l...::::.:: \ tea. \ 1 �.: In v J6 l?CP Gnu t-' ?0 85 t \ \ \ ` \ • .o.. / , , - - \ \ \ _, :. \ \ � � » \\VDT lit I » ,fJ O%/ t: 46� 60\\ \\ t\ 1 I /1 / 1 1 1 V \•�._!'L_/\� , g)s \ % \� \e \ \ \ \ /fin, \ \ k, i�7 f 6 �C \\ \\ \ v \ \\ \ \ RAP C: C � \ �P ! ! / I \� \\ \ � •:�� \_J -.... ,,. •' "` 1�� . � � ` \ \` �.'�'.•'.5. sd\ � 60 \\ t � „ , + \ ! 1 � \ \ \ \ -+� \ \ �� \. �` \ \ � � � � /i, \ \ � 451 •, i ``� Inv 1 �_ C��P Cut: 4 �3 20 F I \ \\ \� •• J \ !f \ \ "\ \i-1 TREE PROT N � \ \\ \\ \ •\�, N E \ it I /till �00 ow �� -j Z nod 0 z 0 0 V) 0 0 oa z w F z r x w 0 z x x c� a O R Qz pt D �7 O v V Q V �e 0 h N O O �I w O V O 0 caw^= rQ` V O o � o FN O� V O U ►n � _ a O o N t-- � � ti W � N Z� z ,II �Tz z w w w U) z r0� q V O 0 caw^= rQ` V O o � o FN O� V O U ►n � _ a o N t-- � � ti W � N z �Tz z V O U O @) � U) z r0� CTJ 0 N N~ 0 00 O W V Z `0 o O O o N � F-, OWNER' WORRELL LA QMENT PANY P.O. BOX 5' CHARL07T?54,- ^ A7TN. MR. �AOL /, V.P. PHON E �� FAX.• (43 )9 " DEVELOP• C— VILLE%SU/TESr 1600 . -- COAL- TE ?- S7R6LT, SUITE 178 STAUN -4N; --6A. -- 244C�� ATTIC : ZMR: - SCO�� MG9 BERG PHONE�4�� 849--86 FAX E— MA,(E. ..... 1�tc��ef :'com `` TAX AOP..�PIO 18- 31,206 R '" VIA ��OOK• D.B. 1080, PG.531 & D.S. 683, PG. 41 50 ZONING.• '�lC ' (,IVTRANCE MAGISTERIAL DISTRICT: 1?1VA1VNA••- LAND AREA: 4.11 AC. SITE COVERAGE: BLDG /PARKING = 2.32 (56.57' IMPERV.) OPEN SPACE: 1.79 AC, PROPOSED USE- .- OTEL ;, (124 RODM).•.0 MAX. NO. OF` TOTAL FLOOR AREA= 71,�:f: ^ \.• HOTEL CONFERENCE HOTEL RE STAURANT USX' . •. . BLDG. HEIGHT- 4 STORY ® 52 • ' •MAX. • - woR SEWER & WATER. ALBERMARLE/ ' - ROAD ACCESS: RICHMOND ROAD E. 25 ...:;;::;< `::::`::::::: `':_:::' !•w6 .2f CH0 =51JW' *0T"W 11g. 08' 67 r -' 52' Non xc/usive ,� � �- i Acces €asefnen r D Rl VE 4 �daf i , rd°, mac.,, •.. 'Cc` I vD u/ P/�r rive • n C�� A $C _ �_J �o 0 / ` TOD V4'-� .. �7� 55.45 E �' /OG�- ��a ►-, E.X5 Storm UH �� v ��• / / R' Ele 0 501. \ % 1/ ,Q /� � 7- n V. 15 /n.• 4 8.15 V / Inv. 15 " Ou . 498.08 �♦ / Inv. 15" ut.• 49765 \� .� ` TI 0 r eS' ` ��• .. P r E PARf</NG RE�U1fMEI�T. All r ^1,�;m,,�,., ............ � :• . .. --:. , � _ ,,• r I G o =SPA S/e - 136 SPACES vFRr0V0WWP15 HP INCL./* r� ::::::::;:. _, ` �......... STORMWA TER MANAGEMENT- PART OF APf9R0 � � ` \` � � ' cried Fiber ` ::•:: MASTER PLAN FOR PETER JEFFERSON ;:._ \ • e * \ r� ' i � ..: � � � ....:.:.. , -� � �" r/17G?T Pipe d \ ,�.� `� �� f � MAP �- MAP PARCEL 78 -20 tPC 31 E--i RESERV /OR WATERSHED: NONE r f/ t :: :.:::.::;. \ \ S5.529' > \ -�:. \ ., � ., \ � ., ./ ® � =200 / Inv. 36 RCP Out: 468.e \\ \\ i` \ i ; 1" K70 Pipe rod \ \` ` ° \% In v. 72" CUP Out: 473.2D \ '4., \ \ :•'.•:;L : ...':::,\ r ) r \ �\ o (Direction unknown INTERIOR LANDSCAPE AREA: 1 DRIVE ISLE/ PARKING AREA: 53,800 S,,F. i INTER /OR LANDSCAPE AREA REQU /RED.•, 53,800 (59) = 2690 S. F. INTER /OR LANDSCAPE AREA PROVIDED," IN PARKING ISLANDS: 4322 S.F. r j t f , f / t t � t t i � I X 8.15 \ /nu. f5' LW . 49608 a, /n✓. 75• Cvt 497.85 v, i� -- �V � '•� '� \ \ `l:::: • < f / r CSC s \ \ \ ° q 4 \ \ c� \` `` w \ 1" vDOT Pipe Fnd OwNe w '� _N w ::::::.� _..............:..:............ ......... 13 spaces for a total f 1 Hull 0 \ MW :• ::;• ::: :::::::::....... :::._.:: :::..., P o 59 spaces. There rs a efi f r :..,�. <....... - ,1T ::::.:...:::.:...: .::.,� ::: : :::::: - .,..... d crt o 23 parking spaces on the parce120B. +.......................... : � tf� v COCA• 70 DE SPACED .. . \ Y.5 f797A / �.; ... .i, •':i` i•:: ..i( :•i.•iii::..:...:. . . . .. ::. . ::: :::::::::::: :..... 1 , , ® ,• You have proposed a shared parking arrangement with Peter Jefferson Pace 1, located � ro P" �3 CY) 00 2* C49 a%m OW? N 00 co 0 adjacent to the Hilton Garden Inn site on Parce131C, PJP 1 is developed with an office aw _ _ --' ..� °- •.: - .�: .: u P buildin .::....:.:;j' 77 parking spaces. The 83,088- square foot building requires 333 parking spaces. This site r ~0� ' `' �� \ \ r , • / / :...... , -� S75'X has a surplus of 44 parking spaces. (�= N r his request meets the criteria provided W ou '� �• . 1 , '� `� � ... ,r .� '`- `y\ ` , � / `• �� in Section fie hotel use and the office use typical) ex erience different Y P eak demand times. p There is never a deficit of s �- , "��• ,�, paces in the I "A - / O r F�1 aggregate e a 9 � N,Pr _ \ � • \ � � (.� :_ >�'`��'� :� gg g to because'the surplus on Parcel 31C exceeds the deficit c on parcel 20B. 00 This request meets the provisions of Section 4.12,8 (d) because the two parking are s not '� V ` p 9 - z are separated by a major road. In fact, the path connecting the parking areas of the two parcels X -_r- I \. + r �� \ r /� .....:......... ✓ � 1 " r/DOT P /PE FNO ' O allows pedestrians-to avoid the main asphalt driveway when walking from the PJP 1 rkin to the Hilton Gardens Inn entrance. p g lot �' O w F \ �.• i 021 This approval is subject to two conditions, O V ,. .� `, \u ueP�o orp ►: ti •�� 1. The site plan must be revised to indicate the conference center contains 1,738 square N O t- TV a 1 / feet and the restaurant contains 903 square feet. O O vorar�rnn An instrument assuring the continuation of the shared off i site parking must be submit 4 i approved recorded in accord O _ �:, , , ,�' , ,' \• „s�,,��,,�•��_.. �r� -�--��('�� : .r k �i' rd with Section 4.12.8 a >~ •4, 7.696 Acres - - -- �"'�� o O and o B. 4 led Please contact me If you have questions or require additional information. N, r~n Sincerely, O ohn Shepherd ,rt Manager of Zoning Administration F' i t' / �• / "�'• ''-'�i` •� f \��'��, _ \�G v Copy: Andrew Dracopoli F-b- `52a — — ,, hs Worrell Land Development Company P.O. 60x5386 Charlottesville, VA 22905 —I i I —I I —I I I- � � � � "��; ,r s ''r' t ,� / / "r��/ ^ o ;�., • ,� . "►" �...,,.� .� � ,o� `'� SDP-2005-30 „� - III -I I I- j SCALE.• �GVR=;.Ij/ j / PERVIOUS 4.11 AC.11,22.32= 56.5' /MPRV. SDP - 1998 -19 Peter Jefferson Place Phase 1 Final Site Plan 50 0 5 50 1 200 tyy _ . •e....'.T �R' , — .759 •- �---^,-- ,._�.-- �.-- �.�•- �.- .�.- �.-,\. 1 l ,' � 1 ,- ' fj.�..�._,,..,...,�.,�,...�.:� - III — III —I I i- 194' / �. ... . ... . . . . . . . . . . .. {\ r�'�.. .. `. .. �l I V II �!'•I • J .......... ;i ... p \, 1 ' : ; ,...... : ... SA S O f O D= 3320'5 � E HYDRANT T , . 8'x6" TEE, 6" GATE . __- Ira to e t 70' OF GUARD RA /L , ;: ` ' VALVE & BOX R -2 "CORTEN�' :: ............,._...,.',.. �' • , ....CG,2 TYP• — �' W 6,X » WO EN P STS ...: -� . :':::� P:. CIf'Sta% \ / k f , ram .,.•.. .,tea �....•.:. � ,l e$ .......'........• .......'._(�..........��....... �........� .. '.•..• �� .............•..•..•.. •.�....,.- ..•..��............. .. C__ ` 2 T —% (P6- Nail) BLOCK (TYP.) y 5 CONCRETE ti. IRRIGATION METE MH 2 1 ,......•. x axe SIDEWALK (TYP) . :. .. (TO BE SIZED BY ACSA) , STA.3 86.611 METER 0= 63 3 56 R Mme. ...... 3' COMP.. M W/ O :, ,may L7 , ..... .�.% �.. 4 DOM. SERVICE (4) 4„0 PVC CONDUIT \ z a : ... •.•.•.•.f ....3 . .O ..'....... � •�:��.,':': .:. .. � R =479 APPROX. LOCATlO • POWER TRANSF .._...•. •.,•,. _. �� \ \ ,' \ +�:.;.} "' • ` I O\ i (Q /� l e .6' 4•• �IPVCr .'. . .'''.. . . . • . • ..... • . • TOPOGRAPHI SURV AND SITE WAS F/ D SU EYED OR ♦ (! '` I ��'Ji .. • y - r� CONSUL T /NG G/N ERS. ENC \ sIN,, \ ,[� — :... •• • .... VDOT DAT C ROL O NOS r —523 ...;•.,QCC S.....:. 9� AND ST E FARM BLVD. ESTA61 4v Guy i��re` •tom:, �� .�� •� ... 7� / { V j0250 002 -105. \ Vep co Pa /e <'s2, It .................. .... ; ..... 11 HTING NOTES: �1g�11A A C z Q m Y) 0 ) r Ve F� V) 7 y- <1, O Y w `Y „J Y Y O w r� 1 / o w INFORMATION FOR A TED BY JORDAN VAT/ON PER F TE 250 FOR DO '-T 1.1 \ \ _ • •' _ THE SP /CLOVER OF LIGHT G FROM ARK /GAR \\ \ MH #1 .... MH / 0 •N • • •N N N O - ,^ l • ;,�• ;.�• Ll /VARIES ONTO PURL/ ROADS OR PRO ERTY N �� STA. 14 -20.00 r •� ..•,.. •• ES /DEI�C/T /AL OR RUR AREA ZONING D ISTR ICT ' t�- .. R �� nr /� � a.,• -,c� i� �.d a /PRIVATE) _ ••_• SHALL /NOT EXCEED ONE —HALF (1/2� FOOT CA LE • - -•�.. �� -- ---_I_ , I =t / /,V (> >/. I !% ,' F/L= 461.23 � •179 58'30.72' 7 \ n n n n , n n n n n n n n n i. n n .•. n n n n n n n n n n n / n n n ,� ' n`•�+ � wi 20 10 20 M /NAIRE EQUIPPED WITH A LAMP �y 0 OR MORE INITIAL L UME SHALL OF L ,VIAA /RES OR A D ORATIVE C-ULL/ CUT &F OPTICS IC ?C) 40 ( IN FEET / 1 inch =b ft. 0 0 h �a a, �o =a W O U W Q °v Q QQ �a cjoo O N j O Q o o w o O m a O N to i � N � ti N z U] Z U O rO 0 W o U O_ N Co w `0 V Z � wR� O v LLJ Q OSM ML I C� U m a N to i W b ti N z U] Z U O rO 0 Co RE N 00 o U O_ N Co w `0 O Q N SIZING WATER SERVICE, LINES AND METERS Business Name: Address of Building: 1Z1cA00W> RT Z56 LT` ki 01 !" Development'N me, le- ProjectNumber Type of Use I�L-AC I I Map I.D. No. i certify that the information on this form Is true and correct. Applicant Name (Print) Phone # (Signature) (Local Phone # Desired) * i�Yc** a* at: taAt* bistltic#* t* wa** �RRi* * *+RIr *'tr * * #! * ** ** *8fl'Y * ** *ill * *3's * * *1k 1* *R * * * *•ki * *�:�'t' *it,t * * * *+R* t *d�! PART A Fixture Value No. of Fixture Fixture 35 psi Fixtures = alu Bathtub 8 x Bedpan Washers 10 X Combination Sink and Tray 3 x Dental Unit I x Dental Lavatory 2 x - Drinking Fountain - Cooler 1 x - Public 2 x iCitchen Sink -'/x" Connection 3 x = - 3 /a' Connection 7 x Lavatory - 3 /a" Connection 2 x = Z -' /s" Connection 4 x Laundry Tray - t /z" Connection 3 x - 3W* Connection 7 x —��-- Shower Head (Shower Only) 4 x Service Sink - t /s" Connection 3 x = - 3 /4!' Connection 7 x Urinal - Pedestal Flush Valve 35 x - Wall Flush Valve 12 X - - Trough (2 Ft Unit) 2 x ° Wash Suitt (Each Set of Faucets) 4 x _- Water Closet - Flush Valve 35 x = 4- - Tank Type 3 x ° Dishwasher - IN' Connection 5 x '° - ale Connection 10 x Washing ivtachine - 'W' Connection 5 x - I'4" Connection 12 x - I" Connection 25 x = (lose Connection (Wash Down) - r /s" 6 x _ - 9 /a" X hose (50 Ft. \Trash Down) -' /x" 6 6 x ° 9 x = 12 Combined Fixture Value Total s *sxs * ** *sYa * *aam *sx: aortas *sa *�ara * *aaaaaaaa *a * * * * *_ OR _ a* PART B (1) Domestic Demand (Wi ficationbyCounq Staff -See Conversion Table) -gplli (2) Fixed Demand (To include all demands except for domestic & irrigation) = gpill (3) Irrigation Demand (From Data Supplicdby Site Engine¢) gpm (4) Total Detuand = _t pits (5) Meter Size based on Total Demand (Verification by Co. Staff-the WilerAleterSizing ?able) LPttAdRRiRf RtRRRtR-` aRRI RRRRZRRltRtt _ibittlt!litflibPifllRiRtitltif ► fttORRLPR111fttiRRtRfYtttttP�ittlltttttRtttCRRRRAf11fOfRbififpPRlbA COUNTY U SR ONLY Node No. Actual Meter Size Virtual Meter Size Sized Hy Date Sewer l 01 \ J JF \ Fire Flow Estimate Form International Fire Code Method of Calculating NFF (Needed Fire Flow) Engineer: - .10"AlA taj 091196 E& Date: ZQ o z, Project Name and Address: .A1L-Te1A C, 1W )F1 ' l LI �_t_ _+'fin Calc By: KM .1 _16 Type of Construction - Based on 2000 Edition of the international Building Code Zb -- rrUt_l tom? Number of Stories: _ Total Ground Floor Area - Including Projections (Canopies. Loading Docks, Etc): hh� . ttrrj S.F Total Area of Other Floors - Including Basements Total Building Area in Square Feet �Q 5 • �.- FIRE AREA CONSIDERED:,-'' Note: III order to apply the reduction in area for n building, a fire resistive rated FIRE WALL without openings shall be provided. WITHOUT OPENINGS refers to no penetrations being permitted (i.e. - doors, duct penetrations, pipe penetrations. (11104.1) Fire Resistive Rating of r, IRE WALL (Hours) Area In Square Feet Between FIRE WALL or Either Side Required Fire Flow from International Fire Code -Table B105.1 5_760 Fire Flow Duration in Hours from International Fire Code - Table B105.1 4- NEEDED FIRE FLOW (Based on Total Adjusted Square Foot Area) r� Automatic Sprinklers (YES -)5. NO :) Reduction Factor (75% max) t S */. x (NFF }_ _ _ GPM NOTE. MINIMUM REQUIRED FIRE FLOW NOT LESS THAN 1500 GPM TOTAL GPM: 150c)_ AT MINIMUM 20 PSI RESIDUAL PRESSURE FIRE, HYDRANTS AND SPACING: RE F. ED QU1R, MINIMUM NUMBER OF FIRE HYDRANTS (IFC Table C10S.1) I I i AVERAGE SPACING BETVtEEN FIRE HYDRANTS (iFC Table C105.1) S ,r -Ae.s. d May I�IfGG+IQV X. f CER'T'IFY T11A�' THEA13�VE 1NFORA ION IS TRUE AND CORRECT. SIGNATURE- e-)r`>-�i /e—F Qb P. F. (SiGNA.TURE REQUIRED) v Reference: 2000 Edition International Fire Code, Appendix B,C, and D // / V. / 1.J v0u�:� ✓CJ. / � Inv 15 " .9t Oct Inv 15"1" 49765 3 \\ \ \ F Irn A�p . 9% ....... cAA i,.. \ t....� -� .. R =124 \ \ Fiber Ica R =175' ¢' `\ \ ��,,� 4:...... \. ,. ,. \ \ \ i x007 Pipe CO-6 (TYP.) \ Cl \ N Z_ \ 115 l \ t \ D=33720'57) I' 552 8'� 32 00 M/ j r a CTt COUNW OF ALDEtMARIX Mpairtment of Planning & Community Development 401 McIntire Road, Room 218 Charlottesviilc, Virginia 22902 4596 (434) 296 -1823 Fax (434) 972 - 4012 April 6, 2005 S. Floyd Cybulski N81 Architecture 11537 -B Nuckols Road Glenn Allen, VA 23059 Re: AR@ -2004 -165: Hilton Garden Inn at Peter Jet%rm Place; Tax Map IS, Parcel 2oB Gear Mr. Cybuls1d: I have reviewed your revised drawings dated March 31, 2005 for the above referenced project_ You have provided revised drawings addressing each of these issues. you may consider this letter your Certificate of`Appropi iilteness. This approval is predicated on the fact that the design and materials, as proposed and listed above will be used. The acceptance of approval implies that the applicant has agreed to execute the design as indicated on the submittal items presented. Any changes in the approved sigki or materials will require an amendment to tl a application and must be reviewed and approved by the Architectural Review Board. If you have any questions concerning any of the above, please feel free to call me. Amy Arnold Landscape Planner Cc: ARB File y„P . q -, \ � fir.'. r:;.`.�._ _ _ _ • .. _ _ _ _ \ \ ( IN FEET ) 1 inch = 20 ft. Sri SDP o4 --D98 �l 2 00 ti off, NC Z o �p m �° 1Y00 z 0 Q m 0 z a w F- 0 c� z w x C/i3 w z x 3 z to 0 O N O O 0 Z o [` O Z 0 �o V V !+I O Z O U O W � C) O T Q v VQ O LQ O o N to CY) m O �I O Z N to CY) m 00 CD (/} N [` � q q z Q) Om U CY) m 00 CD (/} N [` V !+I O Z O U 0 U O � o � C) O T O tV- O_ C N U �_ W O Lo Q� N r T / / COIF c. 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'. ® ,,4 ,x;,� • ��rr� „+��♦►r +�,i+rr?r +�� ►s�►i *'A,N,� � 1y.�rr ��/ ►;�♦.+►'•�,� ♦ +'1+ N y - y . -, q .err ►r r ►.► rr+r trrH ♦ HrrV Nrs. , . r ♦ r +'ice. _ . i ..i * r • • �+'ir..r�r +tr + �►,:► � •'�rsr�s+`� ►.a� * ♦irr+rrrrr.'�iM Nrr.� �!*r,�rj�”' r,�!;•s -. � � < �►'S,1�. ±t : +�rrr +V��i�r1 +l�'��'f�y �� +rrY+�r ♦+ �""�� C ..' ';�-' � � +�� / �� / � � `�•: � �� !!'.N +1 ♦'s *.eawr�n�irr= srii►i r+ .'' ♦�� +1�,'�1�r / , + r ♦err "Y r. rrr ♦ter, rrr, ♦!� / 0, LL `i► . ffiliqa :,. � ♦� rte► �� +s�♦,,r►,\ �" ►.t . , �,f.� f f `,. �� -- 'Cr�►r ♦ r�q+�:•► ♦r ?► ►•+1 ♦� °� a ��io►rr ♦i ►r�ir�'' �V \'` . • ' '° ` ,. .. ' �' }S'tri�;►�jrl� ��•rs�s� �`+►'�♦Ny ►��yr� \ �a �� :. � X� N "00, BE 4�a '` ; _ ` �i •�-- _ ---� -... ~,.�" �o� _ i / / TYPE WILil l \ ALL STRUCTURE SHALL HAVE / &U /NG - —'°�' -;. - - _ - p A ( /S -1) E.YMPr STRUCTURE / 3, 34, 55 HAVE 3' DEEP SUMP F/LLED W/TH 18-15"0 \ RF -RAP SrONE. RD ' 2A7 L.F. OF 6 "0 PVC / OF IDRA /N /MV IN= 460 50, /NV UT= 476.94 S= 2.08.E MIN. D40 124 - L.F. OF 6'0 PVC ROOF DR4/N /N. /N= 480. , /NV OUT= 479.5 S 1.04 00 L . F "0 PVC ROOF DR4/N IN'V. / 480.50, lV!/. O = 479.5 .04.x' R05b 9, L.. F 4 " PVC OOF N //V 474 053 /24~4 .F. O 6110 PV F /A /NIV N— 4 9.00, / UT-- 5.0 S-2. R054 5r L.F. OF 6" PVC ROOF OR4/ INV. /N= 47 .00, / O j- 4 .9 S= 2.08 / R 55 76 L. OF 4 "0 PVC ROOF D N !NV JN= 479. 00, INV. OUT-- 47 .2 / /10.00X (W/ 28 5 LF (E)) 1U LF 1800 RCP NV OUT= 46722 s= 0.52 0 0 N O 4 e0 � O =o W O 0 V V 0 Q hh �h 53 TOP= 47715 U 10 PROV/D OP N /NG OR 6 0 a N 00 RODF OR4 /N ®F L= 4 5.03 60 L.F. OF 18A'O CP W 5 /Vt! /N- 467.13, /NV. DUT 66.64 N 3A S= 0.52.x' � Z bl r D/- BB, L= 6' (W/ S -1 0475.00) y � o 54 ro = 481.46 Z � ( WD OPMh FOR 4'0 ROOF cz u R4/N F/L 477.94) �' o /N= 6.58, W. O 466.00 o MH / o �D N . � (W ® 465.50) � �. cz A55,TD = 47 .00 - Z C o P OV/D OP /NG F R 4 o "ff' O o 00 w #0 OF RA/N F L472.�0 (PROV/ 18"0 SLOP O11.1w ® / H SLOPE= 466.40) 42.70 L.F. OF 0 RCP 5 IN V. /N= 458,78, /NV OUT-- 457.50 N F S= 3.002 / "O" RING 101N M) - III - III -III =1 I =I I F— /SCALE 1I- 2 40 I- 1 inch - - III -i SDP 04 --098 RIB /N,, a NOTE.• ALL CURB INLETS SHALL BE TYPE 'S" NOSE KIND. STORM STRUCTURE NOTE.• ALL STRUCTURE SHALL HA VE' INLET SHAPING (IS -1) EXCEPT STRUCTURE / 3, 34, 55 SHALL HAKE 3' DEEP SUMP FILLED WITH 18 -15 "0 RIP -RAP STONE. 105.20 L.F. OF 15 '0 RCP 1A INV. /N= 489 47, INV OUT - 487.06 S- 2.30X D/ -28, L= 4' 2 TOP= 493.98 A 70.09 L.F. OF 15"0 RCP 2A INV. /N= 486.95, INV. OUT= 469.00 S= 25.609 MH -1 3 TOP= 472.80 (PROME TEMP. OPENING FOR 15 "0 SLOPE DR4/N ® F /L= 469,00) 42.00 L.F. OF 15 -0 RCP (W/ "0" RING JOINTS) JA INV. IN= 465.83, M. OUT-- 463.25 S= 4.40X DI -28, L= 4' 20 TOP= 493.98 27.90 L.F. OF 15 "0 RCP 20A INV IN= 46728, INV OUT = 487066 S= D 809 DI -7, \ `� 30 TOP= 485.00 \ \ 48.75 L.F. OF 15 "0 RCP \ \ 497 INV. IN= 479.68, INV. OUT 479.08 30A S= 1.249 \ t\ i 'X472, �� 0 \ \ X470,3 U' i t l I, In V. \ it 499.60 3 6 4.98 {I4 x �` r 419787 x 49 \7' � t \ 99,44 \ � ` � � 9.. -� 44,97 9 � 51X \ 8.6� x9` \ \\ \\ • �� 49.09 \ x 4 x 4 2\ \� x4\91,32 0 493`x'4 \ (D I \l1D0K ,49425 \ \ \ S \ \� 90,9 Co ti ow J x � a z �o 0 +0 � D Q� 1Y0o O rr� V1 W r�0 v) W H 0 oz 48,3 W 0 rW \ D \ \ 6? \ \x 4\8\41 o 0 0 0 o\ �o Q� Qe \\ moo 'o `o' o 0 �1 O � o w � 'o 0 N q Q �w '-4 J v° q m �l o \ \ \ \ \\ \ \ \ U Lo CY) 00 \48 \9 \ \ \� 9 \ a c`) o • \ \ �o Ram'' �`- \ \ x\48 �,1 `•', � � .,.., N W i30 ., \ \ \ \x4.�� \ \ \ .yy \ Z t. x A 05\43 \ \ \ \ \ \\ \ \ e \ LJ O x 07 f x U \ \ " 0 Cz I \ \ \\ \x 4�R\3, � \\ \ 0 0 N Cl l� \\ \ \\ \\ \ \ \\ [ o x4,91,07 \ \ \ \\ \\ \ \ X4 78 1' 9 O o ° w v v I \\ \ J \ \ \ 4 x \\ 0 Lo \ \ o i inch = 20 ft. SDP 04 -098 �` •. \ �'°°� \ \ ... _ \ \ \ � \ � \ �, o� a 6\ \ , �\ �` � \ \ `� �. :::..:: � . � , TOP= 496.64 � � �4 8. `� \ � � ) ` . �1:,' :� \ 511, 7 0 105.20 L.F. OF 15 "� RCP _`I `\ � - � �- ��- �..._��,` \ � �,, � ° �\ ° 1 / ) / / / / `�,� \ \ \ \ \ � °`�. \�� \ � � � � \ ° � �:.:.:.:.:.. /r � t ` !M/. /N= 491.28, /NV. OUT= 488.86 - � , 88.77. � \ t / ` t i i \ \ U"�' \ � � \ � `� ...... �rJs2,03 � 1A S= 2.30.x' x4��,45 �� .� i � �' f / / / y_ ,� \ � \ \ \ � °° .,.�..�... 512,7 f , / \ � `" \ \ ° ° 4 8 7 , 7 � \ \ � / / \ \ \\ \ \ \ \ \ � ° \ .... �. / \ / 2 TOP= 493.98 J \ �'" \ \ -}- � � \\ \ \ \,�� \ � - �- �-�8 -, 6�` \ \ \ \ \\ '� \ \\ \ \� \ ° � ° ° �.�.�.�.. , / / 510,04 � � , t t\ �- ��- �.,�,32 � \ \ �� -I- 488,16 \ \ \ \ \ \ � \ \ \ \ � \ \ `� `� �� ,- D/ 2B, L= 4 � � � �_• -' � \ T� � / \ \ \ \ \� � � - ._._ _.._. \ � � \ \ \ \ \ � ° s, �.. �.�.�. /... / 20 TOP- 493.98 �' � Imo' I ® \ ° \ \ \ � � \ \ \ \ \ ° , . _ . / � 27.90 L.F. OF 15 ,� RCP '' Q C�` � �� \ \ r °a \ � \ � \ � . _ � \ � \ ``� \ \ \ \ \ \ \ \ � � \- -511, 0 9 �.�.�.... / 20A /M! /N= 489.08, /lW. OUT= 488.86 � ' O � �� `�.� \ .� � \ \ � \ � \ \ \ \ � \ \ \ \ \ � � -� � � / \ S= 0.801 • � � r � 488,34/ ��\ '� \ \ \ � ,� \ \ \ \ \ \ \\ � .....:.... / i� � \- I- 487,48/ t J 1 - F-� -S��81 \ \\ \` 5�0,��, � \\\\ \\ � \\ \ \\ \ 50`'� ... . 484,86. � � \ � \ \ �. \ \ \ \ ` �. . \ ` �� 1 1 ��. \ \ \� � �\ \ � C� � \ \\ �° `"�• sue• � 5�:: � � � \ \ \ \ 9 � ' \ \\ \� � �\ \\ \\ \ \\ \� ° � � �.. 0,71 � 485,1.6 - 48�- ,��..._ °�. -4��,24 \\ \ \_ 4� \ \ � \ \ \\ \ \\ \ \° �' `,� ��5:1:0�. 50,55 � ... .� � \ � \ L � 1 � �, \ � � � \ \ \ � \ ° \ � � � �, Q.•... � 51003 � . � CUR NLETS SHALL BE °i t �{--4 9,19 t � \\ � \\ \\ �� \ \,� \\ \\ \\ \ \\ °\ � \\ °° ,� ��'� -� �` �� \, ��.��.. ° � \ i 1 \ \ \\ \ � \ \ \ ----� �.. o �..... \ � TYPE "B" N KIND. x50 3 � �� . i � � i � � ` \ \ \ \ �m \ \ � � � ° � \ x 508 ~64-� � � � � � ..-. �.. 509.2 ALL STRUCTURES HA1�E /NLET S ING y ( /S -1 j EXCEPT TRUCT2Y E �' 3, 34, 55 HALL . �`i � � ( 1 -I-4 2,48\ , � \\ \\ \\ �° \\ �� \ \ °° , °� °\ ~� \`� so � HAVE 3' DEE SUMP F/L� W/TH 18 -15 "� - C,1- -.�8,�� \ \ \ \ \ \ \ \ \ \ \ � \� � \ �. `�' `�. �. RIP -RAP S ONE. ._- � /�� 1 � \ \ \ \ � \ \ �� \ '`� \\ \ °,,, \ \\ x5 17 � 56,95 �-.,� .... :�.�. 1 g h' \ \ \ \ \ s - `�� • j/ � � � \ \ `� `\ �, \ \ �° � °� � � ��_:�.•. 507,5 or►� �-• g • /i � � �' � � \ \ \ \ � � \ \ \-�-- 4 9 8,14 \ \ \ \ � \ �, � \ �� .. 5 � 5 � /�-� �// i 1 � � \ \ ''� � .�.�....�.. 544.46 � � , \ F � > �� , 7 0 � � \ \ � \ \ \ \ \ \ \ \ � ° �.� 503.92 ° ` �� 5 / � ,�. � \ � � \ � \ \ \ \ \ � ` ..-- s .... 503 1 �,,' /f / ;// �� +� 485,17 \t \ \ \ \ \, �--r` \ \\ \ \ \\ \\ \� \ ,\ \� \ �. ♦ � o> ..: _•:_• I��/. / � \ \ \ \ \ � \ \ 5 .29 // / / / / // / � i\ \ \ \ \ \ \ \ � \ \ \ \ � \ \ \ - _ 5 0 � �...:. B P -2.• �hise %d Square on /� rear corner / / / \ \ \ � \ \ \ \ � � \ \ \ `� � � _. � of/ ' oge �-i /et /ocoted in m dean of U. S. / / \ � � \ � \ \ --� _ oute a drivewa entry ce to Peter Jefferson. / / / / /� \ \ \ \ � \ \ \ \ \ \ \ ~ � �s E/e vation: 05.14 g / r/ , / r / _ \ \ \ � \ \ \ � \ \ \ \ \ \ \ \ x 504 � 7 6 �' � � °° � -., �� _.../\/ / / // /�% -�-• 4, 7�\ \\ \ \ �� \\ \\ �.\ \\ � x,�� -99,9 \\ \\ \ �\ \ \\ � y\ / ° \ "� \ ` 505.0 S'� /�- �,'48�'�.'b/ r\ � °� °,� � -�- 90,81 \\ \ \- I- 49�3�30 \ \\ \ \ \ � ` � �� / / t / / � \ \ � \ \ x 5`00,7 7 �\ \ \ r.. - _ 504. P6X � � 50 .24 ' ... � ,i,, , � /,��/ r / �/ / r..-- - -_-.. ° \ \ � \ \ � \ \ \ 502\ � \ \ °.. \ � \ -, � �.. �.�.•.�.. ��,, ��Go �/ / / / i � '� \ \ '� '� \ \ 67 ... ..... . /r / ` / / / °°\ `\ \ � \ \ \\ �\4 �� \\ \ \ \\ \ \\ \\ \ \/ � ° \,,�~� ,,\ \ \\ \ \� 5034 - �-5Q3, �� ....�.•.:. ....� --� '�� 1� /, / / / / \ \ \� � � � \ \ � � \� \ ',, � \ �,�.,�- t.�.,� `°�, ° \ \\ \� � �.. Q . 4th r � =� 1:�:..,:.:..�.�:�:.: �'"� ..._.. x502,71 G , �� / ' � 1 / / f / / / ° \ \ \ 8432 \ \ \ �� °\ \\ � a� �'� �. ° \\ '•� ° _01,02 `�-- ��-/ \ � -' �'�- .�--�. ...._°.-...... ��....:::::X.50 53 ,{ \�,/ 1 � / / 1 �I- -482,9 / -i- � 8�',�7 � � � �. � x493.,76 �� f / � l \ \ \ � �, \ � \ �. \ \ \ � � � � � 497 0� � �' � �' \ � � , `' � .� ��\ / � et r /'.�,r-� ..�:•:: :�:�. �..: x �,.39.�.� - ._ i . , ., �/ -�- 482.8 / .� � \ � � � \ \ \\ �` `�-1�498,0�� _ �' � �.� �\ �►� � � � �,:.:�........•:�,r...::. :.�.•.. •�: ��.::S�b; �l 8 ... \ �` ; / / � / .,�° x � � \ \ �` \ \ \ \ `�' ° ,. � -,..� `' - _ �' •� EXY� VAR. �l/f��/� - � � \ � � �'° /,' , , � � . � . '/ ... i .. � .. :: :: � � r y ' \ .. � k . . � -8�,�6 x81,01 4��15 � \ \ � � o-C 49 9 '`� _ -�_� :f :� .....�� ::: � � • � • � '�� J / / / -� � � X 845 � �. ° \ '°`�. �- .1 � `� •�.. _ -� ` - �T /L /TY''E9SEME�I� a ° � \� \ ;.. �.... � ..��•.•.�..�.�.•.•.�.• ,. F �f � �s ' � / � -- \ \ \ �. � - -� 4 91,14 '� - `� , � o. 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I �_ ab. � � \ 8D I � 1 I 111 �� `\ - iii =��_ ��- . � �� \ -I! 1 =1 I 1 =1 11= /: /� /•i 5 4, 4. 4 4 4 4 4 4 �. Of00 iwi "0" R /NG JO /NTS) Of50 1f00 7f5O zfvo 49� 49G 48� V 48G 47� 47G Of00 Of50 PROI//DE 2" TH /CK .......... �...,.. .. s ..-... r.,....,.. ....... 495 490 485 480 475 470 Of00 0-f50 Of00 D-1�00 �/ O" R /NG JO /NTS Of50 1f00 1f50 2f00 2f50 .3f00 3f50 4f00 8 "� DUCT /LE /RON WATER P /PE W/ 2 " FOAM (URETHANES ----� /NSULAT /ON W/ I/ /NYL CO!/ER ,s�:�' �ATE�,([NE /NSULAT/ON DETA /L N.T.S. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET } Z inch = 20 ft. /� /' /•i ��IA �� `��,� � y, �, H ~� J ►� �.' � z o �� m �o O�hrO� � e ,n 0 V 1 0 a0 o o (J,� � o �� W 0 Q �. v � F--� o F� � o M Q� W � QQ W W � � ON\ o �� Sao � ^� o `� o 0 �I W W o �, O I� � O j� ^ , II II am/ .Q � "' ^ � � � � Q � ��,� � q w � � � � � W q � q �� W \� v � \_ O �., �Oy W � "y j '�1 r � v° 0.' 4J � � Q � Qi � �'�� ® Q V O � m o0 Uj N ll� � I � .� N w � N w �0 �,., � z � � � � z � � a ~ W � � �_ 0 Z " ° u a� � ti � c.-�d N � � �p N .. U1 ...� cd � z � � � '�' U � w � � ~ Q a a Q � o � � � H N I l— III -1 I l —I I =1 I I =1 I I =1 I � i 1= III =III- =III =111; ICI � 1- -I � -1 I I � ; . i i- 11- I i_I 80 - - ��,� is -, '9 • � � SHAPE 70 ELEVATION 4 j��'� j OF MID -PAINT OF I LARGEST PIPE. `� � �� I SHAPE TO I I �: , � " CONTOUR I .i .• . OF PPE I I .� • . • I I i I j: .,. j; / 2 ' �j/ � A / •• '•�• / ' ' ' 9 I ,., • : ', _ . " � SLOPE TO DRAJN TO INVERT OF OUTLET PIPE :',::, SECTION A A .a '� � METHOD OF TREATMENT IN DROP INLETS TRANSITION BETWEEN PIPE OIAMETER5 WHEN OiFFERENiT SIZES OF PPES ARE ENCOUNTERED. • • I � `� ��Nfi ' � OUTPLETTPIPE � \� • OF MANHOLE ANID INLET INVERTS IN ACCORDANCE WITH THIS DRAWMIG IS TO APPLY TO THOSE STRUCTURES SPECFIED ' � � � ON PLMIS OR WHERE NVERT OF PIPE IS ABOVE INVERT OF � STRUCTURE. ` � j a MANHOLE OR DROP INLET 4S TO BE FORMED AND GONSTRUCTED / • dV ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. • THE INVERT SHAPprG AS DETAILED HEREON IS TO CONSIST OF A � � PORTLAND CEMENT CONCRETE MIX CONFORMWG TO CLASS A3 f..r: // A •:. CLASS C1, EXCEPT THAT 25% OF COARSE AGGREGATE MAY BE UP TO 4" MI DIAMETER AND CONSIST OF S70NE. BROKEN BRIC'C. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLMG. NONE � ' ( � {t.�:i:° ^;:. •. •- v i;�• ".•iL:; :; � .. ... .. �'� a '-� ~� � �` °'��'� c1'�' ' OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. . « • •. "' DETAILS OF DIVERT SHAPING AS SHOWN HEREON ARE FOR EXAM''..E `" —'""'f `� •� • • PURPOSES ONLY. EAGH MANHOLE OR DROP INLET iS TO BE SH�'eD - - -" INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOfi4 LwES. SECTION 8 -B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE Sc INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 Of00 D-1�00 �/ O" R /NG JO /NTS Of50 1f00 1f50 2f00 2f50 .3f00 3f50 4f00 8 "� DUCT /LE /RON WATER P /PE W/ 2 " FOAM (URETHANES ----� /NSULAT /ON W/ I/ /NYL CO!/ER ,s�:�' �ATE�,([NE /NSULAT/ON DETA /L N.T.S. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET } Z inch = 20 ft. /� /' /•i ��IA �� `��,� � y, �, H ~� J ►� �.' � z o �� m �o O�hrO� � e ,n 0 V 1 0 a0 o o (J,� � o �� W 0 Q �. v � F--� o F� � o M Q� W � QQ W W � � ON\ o �� Sao � ^� o `� o 0 �I W W o �, O I� � O j� ^ , II II am/ .Q � "' ^ � � � � Q � ��,� � q w � � � � � W q � q �� W \� v � \_ O �., �Oy W � "y j '�1 r � v° 0.' 4J � � Q � Qi � �'�� ® Q V O � m o0 Uj N ll� � I � .� N w � N w �0 �,., � z � � � � z � � a ~ W � � �_ 0 Z " ° u a� � ti � c.-�d N � � �p N .. U1 ...� cd � z � � � '�' U � w � � ~ Q a a Q � o � � � H N I l— III -1 I l —I I =1 I I =1 I I =1 I � i 1= III =III- =III =111; ICI � 1- -I � -1 I I � ; . i i- 11- I i_I 80 - - ��,� 495 490 485 480 475 470 465 460 455 0 +00 0 +50 14-00 1+50 2+00 2+50 34-00 34-50 4+00 4 +50 5+00 5 +50 5 +50 6100 6150 7 +00 7 +50 8+00 8+50 9+00 9 +50 10 +00 10+50 0 0 +00 04-50 1 +00 Mjilri /J GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. U'rou 80 r00 NOTE M /N. 3' OF COVER REWIRED OVER CENTERLINE TOP OF SEWER AND WATER PIPES. J -50 J1 52a J -57 p�Hydrant 2 J Q J -05 p�)s Hydrant 1? J -53 00P_81 SUN J-58 _82 Q/ 41 A \s Q� MP -1 R -1 Glenorchy Scenario: steady state Steady State Analysis Junction Report 495 490 485 460 475 470 465 460 455 Label Elevation (ft) Zone Type Base Flow (gpm) Pattern Demand Calculated (gpm) Calculated ydraulic Grad (ft) Pressure (psi) J -60 500.00 Zone -1 Demand 0.00 Fixed 0.00 640.22 60.67 J -52a 487.00 Zone -1 Demand 0.00 Fixed 0.00 640.16 66.27 Hydrant 2 485.00 Zone -1 Demand 0.00 Fixed 0.00 640.16 67.13 J -50 482.30 Zone -1 Demand 0.00 Fixed 0.00 640.16 68.30 J -51 480.50 Zone -1 Demand 0.00 Fixed 0.00 640.16 69.08 Hydrant 1 477.00 Zone -1 Demand 0.00 Fixed 0.00 640.12 70.58 J -58 472.50 Zone -1 Demand 180.00 Fixed 180.00 640.12 72.52 J -53 472.50 Zone -1 Demand 0.00 Fixed 0.00 640.12 72,52 J -54 472.00 Zone -1 Demand 0.00 Fixed 0.00 640.12 72.74 J -56 470.00 Zone -1 Demand 0.00 Fixed 0.00 640.21 73.64 J -55 466.00 Zone -1 Demand 0.00 Fixed 0.00 640.21 75.37 J -57 466.00 Zone -1 Demand 0.00 Fixed 0.00 640.22 75.38 J-41 440.00 Zone -1 Demand 0.00 Fixed 0.00 640.23 86.63 Glenorchy 436.00 Zone -1 Demand 1 0.00 Fixed 0-001 640.23 88.36 Scenario: Hydrant Steady State Analysis Junction Report Label Elevation (ft) Zone Type Base Flow (gpm) Pattern Demand Calculated (gpm) Calculated lydraulle Grad (ft) Pressure (psi) J-60 500.00 Zane -1 Demand 0.00 Fixed 0.00 556.95 24.64 Hydrant 2 485.00 Zone -1 Demand 1,000.00 Fixed 1,000.00 543.94 25.50 J -52a 487.00 Zone -1 Demand 100.00 Fixed 100.00 546.05 25.55 J -50 482.30 Zone -1 Demand 0.00 Fixed 0.00 546.06 27.59 J-51 480.50 Zone -1 Demand 0.00 Fixed 0.00 544.97 27.89 Hydrant 1 477.00 Zone -1 Demand 1,000.00 Fixed 1,000.00 543.81 28.91 J -53 472.50 Zone -1 Demand 400.00 Fixed 400.00 545.13 31.42 J -58 472.50 Zone -1 Demand 180.00 Fixed 180.00 545.15 31.43 J-54 472.00 Zone -1 Demand 0.00 Fixed 0.00 545.19 31.66 J -56 470.00 Zone -1 Demand 0.00 Fixed 0.00 556.49 37.42 J -55 466.00 Zone -1 Demand 0.00 Fixed 0.00 556.49 39.15 J -57 466.00 Zone -1 Demand 0.00 Fixed 0.00 557.51 39.59 J-41 440.00 Zone -1 Demand 0.00 1 Fixed 0.00 558.64 51.33 Gtenorchy 436.00 Zone -1 Demand 0.00 Fixed 0.00 558.64 53.06 Title: Peter Jefferson Place Project Engineer: ANDREW O JORDAN c:l.. \overall watercad survey\withloop.wcd Jordan Consulting Engineers P.C. 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'` t' t /I."` •r r7 ODA= 0.21 AC ' \ \��' \ \.. \\ \ `\ \ , , 1 ! , ♦ E?ec / 4 r \ , `. TC= 12 MIN •"� �`, \ `'\`\ \\\ ` `\ \\ \ `�� I'l tt` ttt `, ®Vt V 11 i •mn,,, - ® / % J// ® S% C- 0.69 M DA= 0.03 AC •��- ��,.� \. \ \``. '�;;'�`` : •� epoo �� DA= 0.16 AC � �� ;;:•�,.,:�.:��:�.,,� _ � \ '� ; _ \ , �6 \ , \�� ,} t ,�; Fx -,� ' TC= 5 MIN x ^v ,, , r t _.'�'!',��/y�� /-'�,�:•rr ; a�r'r r / � � .tom / \irt'� ''.•' r r iirr C= a 95 r� / \ ✓�- /� /\ / ; /\ -. /'\� /� ji�`\ \ � \\\\ ;\ \ \; �� *� \�� `aC ,m � 6 ' k�� r , !r �! / � � ! 1r �% r //! n/ DA= 0.05 AC ��-'\_'\`'\ _" rte' �'..� / \\�, \ti � `\\\` � \gym ` . \r'\°,�°�a`�� ,�•- T r ,/ r/� ! r % rl TC= 5 MIN C= 0.95 ` ` `♦'` :`Y�`, y- _�. ~ __ -/ _ / r/t DA= 0.34 AC TC= 13 M/N /� (i= 0.59 A -O , /`;.i0 ; ~'rss.° - -� y �__�® - �, -��_ -- _.d�"".�_��"�•�l'rri 10 2-bYJZ'�- / Y / 40 \ t ( IN FEET ) 1. inch = 20 ft. / 1683, 689,6 A 80 10 YEAR HYDRAULIC CRADFLINE Structure # Hydraulic Grade Oul (ft) Pipe Dia. Total System Flow (cfs) Length (ft) Energy Slope ft/ft) Average Velocity ft/s) Bend Angle (degrees) Inlet Shaping Structure Headloss (ft) Hydraulic Grade In (ft) Rim Elevation (ft) Downstream Crown Elevation (ft) Upstream Crown Elevation (ft) 1 491.53 0.07 0.42 0.06 496,64 0.06 1.57 0.12 0 491.53 496,64 2 I Combination DI -2B 1A 489.17 15 inch 0.42 105.2 0.0228 2.08 57.26 0.13 1 2.36 491,53 20 490.11 492.53 2 489.17 0.08 1.09 1 1.81 0.12 0.57 1 0 0 489.17 493.98 N/A 1.36 2A 469.15 15 inch 1.09 70.1 0.2518 7,91 19.44 100 1 20.02 489.17 6 1 470.25 490.01 3 466.26 0.16 1.09 0.16 0.83 0.08 90.4 32 0 466.26 472.8 1 0.74 0.42 3A 465 15 inch 1.09 42 0.0333 1.99 0 Grate IDIA 1.26 466.26 0.37 464.5 467.1 4 465 0.04 1.07 0 I 100 50 Curb DI-3B 6 0 465 465 1 480 20 489.37 1.63 0.57 1 51 Curb 131 -36 1 0.32 0 489.37 493.98 6.9 20A 489,17 15 inch 0.57 1 27.9 0.0078 2.49 21.4 1 0.2 489.37 490.11 490.33 30 480.72 96.2 6.72 1 N/A 0.21 0.69 0.14 0 480.72 486.8 -0.04 0.79 30A 480.04 15 inch 6.72 48.75 0.012 6.39 54.62 481.43 0.68 480.72 -0.12 480.33 480.93 31 480.06 30 7.39 1.02 1.02 7 7 0 480.06 485.43 6.72 31A 477.42 15 inch 7.39 139.05 0.0195 6.36 31.99 2.64 480.06 7 477.5 480.23 32 477.42 48,75 11.09 15 inch 6.39 7.17 0.13 31 0 477.42 481.09 1.13 5 32A 474.26 18 inch 11.09 87.55 0.0238 8.88 10.08 3.16 477.42 31A 474.92 477.65 33 474.6 11.63 6.51 7.39 139.05 0 474.6 479.4 9.05 0.36 33A 464.08 18 inch 11.63 55.45 0.0919 13.58 6.82E -13 6.37 10.52 474.6 465.03 4-1 34 461.4 11.6 0.57 0.74 1.73 0 461.4 468 11.09 34A 460 18 inch 11.6 28.15 0.054 6.85 0 1.4 461.4 459.25 461.6 35 1 460 11.63 11.57 0 460 460 1.82 40 478.93 1.11 11.63 55.45 0.1762 18 inch 0 478.93 482.6 34 40A 477.42 15 inch 1.11 90.25 0.0183 2.02 89.78 11.6 1.51 478.93 477.5 479,77 50 474.52 N/A 1.63 1.82 7.98 0 474.52 480 28.15 0.0835 50A 473.11 15 inch 1.63 77.9 0.0151 4,37 81,72 1.82 1.41 474.52 473.98 475.26 51 470.57 1 2.76 40 0 470.57 478.2 7 7 51A 467.91 15 inch 2.76 51.55 0.0334 6.47 72.56 2.66 470.57 0.07 468.78 471.15 52 468.19 7 3.9 6.54 1.11 90.25 0.0252 1 0 468.19 473.47 0,74 50 52A 468 18 inch 3.9 40.2 0.0052 4.26 39.91 1.63 0.19 468.19 468.72 468.93 53 468 50A 4.83 0.73 1 0.34 15 0 468 477.15 1.63 77.9 53A 467.54 18 inch 4.83 94.6 0.0051 4.45 26.26 0.24 0.46 468 15.3 468.14 468.63 54 467.54 I 5,58 51A 0 467.54 481.43 0.59 54A 466.91 18 inch 1 5.58 111.95 0.0052 4.82 14.65 6.47 0.63 467.54 52 467.5 468.08 55 460.11 7 5.97 6.54 4.66 1 3.9 1 1 0 460.11 476 55A 460 18 inch 1 5.97 42.7 0.0032 3,49 0 4.66 0.11 460.11 40.2 459 460.28 56 460 0.16 5.95 1 0.14 1.03 12 0 460 460 0.79 4.83 10 YEAR INLET MMPI ITATIONR Structure # Inlet T' pe Curb Opening Length ft Contibuting Area acres Inlet C 1 1 et CA acres Rim Elev. ft AASHTO Shaping Method Gutter Spread ft Gutter Depth ft ) Total Flow To Inlet (cfs) Total Bypassed Flow cfs Capture Efficiency 1 Curb 131-36 6 0.07 0.9 0.06 496,64 0.06 1.57 0.12 0.44 0.02 95.5 2 I Combination DI -2B N/A 0.02 0.9 0.02 493.98 1 1.03 0.06 0.13 1 0 100 20 Combination DI -26 N/A 0.09 0.9 0.08 493.98 1 1.81 0.12 0.57 1 0 100 30 DI -7 N/A 1.36 0.75 1.02 486.8 6.81 22.35 0.45 6.72 0 100 31 Curb 131-313 6 0.13 0.9 0,12 485.43 0.16 2.63 0.16 0.83 0.08 90.4 32 Curb 131 -313 16 0.57 1 0.74 0.42 481.09 3 7.94 0.27 2.85 0 100 40 Grate IDIA N/A 0.07 0.37 0.03 482.6 1,93 0.04 0.17 0 I 100 50 Curb DI-3B 6 0.47 0.73 0.34 1 480 8.78 0.29 1.63 0 100 51 Curb 131 -36 10 0.32 0.76 0.24 478,2 6.9 0.25 1.6 0 100 52 Curb D►I -313 12 0.33 0.77 0.25 473.47 3.55 0.18 1.68 0.06 96.2 53 Combination DI -26 N/A 0.21 0.69 0.14 477.15 0.8 -0.04 0.79 0 100 54 Combination DI -26 N/A 1 0.03 0.9 0.03 481.43 0.57 0.31 -0.12 0.19 0 100 10 YEAR STORM DRAIN ANALYSIS Structure # Inc. Area acres Runoff Coeff. "C" Inc. Inlet CA acres System y CA acres TC Inlet min TC System min Inlet Intensity in /hr System I in /hr ) Inlet "Q" (cfs) System "Q" cfs Length ft Slope ft/ft Pipe Dia. Design Velocity (ft/s) Cap. Full (cfs ) Flow Time (min 1 0.06 0.06 5 5 7 7 0.44 0.42 1A 0.07 0.9 0.06 5 7 0.42 105.2 0.023 15 inch 2.08 9.8 0.84 2 0.02 0.16 1 5 5.84 7 6.81 0.13 1.09 2A 0.02 0.9 0.16 5.84 6.81 1.09 70.1 0.2819 15 inch 7.91 34.29 0,15 3 0.16 5.99 6.77 1.09 3A N/A N/A 0.16 5.99 6.77 1.09 42 0.0619 15 inch 1.99 16.07 0.35 4 0.16 6.34 6.69 1.07 20 0.08 0.08 5 5 7 7 0.57 0.57 20A 109 0.9 0.08 5 7 0.57 27.9 0.0079 15 inch 2.49 5.74 0.19 30 1.02 1.02 7 7 6.54 6.54 6.72 6.72 30A 1.36 0.75 1.02 7 6.54 6.72 48,75 0.0123 15 inch 6.39 7.17 0.13 31 0.12 1.13 5 7.13 7 6.51 0.83 7.39 31A 0.13 0,9 1.13 7.13 6.51 7.39 139.05 0.0196 15 inch 6.36 9.05 0.36 32 0.42 1.73 7 7.74 6.54 6.37 2.78 11.09 32A 0.57 0.74 1.73 7.74 6.37 11.09 87.55 0.0312 18 inch 8.88 18.55 0.16 33 1.82 7.91 6.33 11.63 33A N/A N/A 1.82 7.91 6.33 11.63 55.45 0.1762 18 inch 13.58 44.09 0.07 34 1.82 7.98 6.32 11.6 34A N/A N/A 1.82 7.98 6.32 11.6 28.15 0.0835 18 inch 6.85 30.35 0.07 35 1.82 8.04 6.3 11.57 40 0.03 0.17 7 7 6.54 6.54 0.17 1.11 40A 0.07 0.37 0.17 7 6.54 1.11 90.25 0.0252 15 inch 2.02 10.24 0,74 50 1 0.34 0.34 15 15 4.7 4.7 1.63 1.63 50A 0.47 0.73 1 0.34 15 1 4.7 1.63 77.9 0.0164 15 inch 4.37 8.28 0.3 51 0.24 0.59 7 15.3 6.54 4.67 1.6 2.76 51A 0.32 0.76 0.59 15.3 4.67 2.76 51.55 0.046 15 inch 6.47 13.85 0.13 52 0.25 0.83 7 15.43 6.54 4.66 1.68 3.9 52A 0.33 0.77 0.83 15.43 4.66 3.9 40.2 0.0052 18 inch 4.26 7.59 0.16 53 1 0.14 1.03 12 15.59 5.39 4.64 0.79 4.83 53A 0.21 0.69 1 1.03 15.59 4.64 4.83 94.6 0.0052 18 inch 4.45 7.56 0.35 54 0.03 1.2 5 15.94 7 4.61 0.19 5.58 54A 0.03 0.9 1.2 15.94 4.61 5.58 111.95 0.0052 18 inch 4.82 7,56 0.39 55 1.3 16.33 4.57 5.97 55A N/A NIA 1.3 16.33 4.57 5.97 42.7 0.03 18 inch 3.49 18.19 0.2 56 1.3 16.53 4.55 5.95 41��1�xA ° co •1 ►�'�� O �o :2 �Itoo �r /1 O Qrj zIN- O O o Q O ~ � e Z O Q V Q W z � ^" t� 0 . V W W h. \ Z v Q_ O �Z� q q Q v I� W V O .� W � O V A V 4 CU m C\j 00 U1 N ti cu Cq W � N O � o z N O 0 N MCI O O 0 W V U Q � � N � - III -III -I 1 II- 1�1 =1�1 I- I r1 IA W :k4F 1 5-Z s n y WV,,/�'A re, Z #WeOJ /:VR,.'li r� 9. °! w I U ` 0 w / \ \\ �. \ . \ �` ^/ 499 49$ \ '� k. W L� ' I ` 5 ; I \\ \ �.a V. EXISTING TREES O I W k , 3 -5PRUC y-��3Y2' E111 A w E TREE, GAL. _ , CENTER BETWE OAKS " ° _. O - GNOLI A- : x 5AU 2 �` 94 .,. �.,. - .,r.._ 22 r— r r 3- SPRUCE TREE, 3 " -3Y2" GAL. ` w \ \ CENTER BETWEEN OAKS Q W -ALL ELM I EE i Q r' r 9 x . 21's -3 GAL. _;,, , �: ' ,, ..'.`a°,..,,ro r F•-� ; - F 54UGER MAGNOLIA w � \ 493 2Y " t O _ _ i ALL EEC - i' � �µ. C� j P o. ' „RG h - 5 , f Z EXISTING 51GN z >T9 h O 0. i 9 ..b. � \ 3- 5AUGER MAGNOLIA i g9 i g ,N r o k8 ?yZll -3 "GAL. a , •.„, i - � a6 20 -NIGRA INKBERRY �k8k � ,�:.� ." ,_,�•- •. „..- ....,_w�`-••.e � I "I- IN OAK 36 "O.G. X(3) 5(0115.R. 20 -NIGRA INKBERRY 8 O.G. X 3) EXISTING LANDSCAPE 36 �° ke ; F� x b- LEGACY 5U GAR MA / ' ' J p \ 3 " -3Y2" GAL. y Q� k$p -PIN OAK k - IL O 4BS I�W11 L11 W OAK � a �. 7- SWEETSPIRE o ^ry �� 2YZ -3 GAL �� Z EL _� .: 30 "O.0. X(2) 30"S.R, a i 3"L`AL 0� 35 -NIORA INKBERRY >' �j r-1 INSTALLED BY-vTH �, 56,10.0. X(3) 56,15.R. a , - i' `'- 4� �0 , ',7 '►- SWEETSPIRE �.,:, � �`7 , i � 30 "O.G. X(2) 30 "S.R. i 487 35 -NIORA INKBERRY 4- 5AUGER MAGNOLIA r �., 11 ^ 5 / II ¢�0 56110.0. X(3) 36 S.R. 1- 5PRUGE TREE a GAL. o - ( INSTALLED BY OT ER5 =- \¢6j a '� 160-SEA GREEN JUNIPER 3 3Y� GAL. ' °' 36 "O.G. X SINGLE ROW 3- Y051HINO GRYPTOME + i 2 ' 3 5�0 _ ` Q�T) , N ,' ,' r0.: I NKBERRY 9 ...W 2 59,110 G O R ^� O -N GRA I r j ,,..".:•,„,„. Fes,. -.,x '. X �2 25 -NIGRA INKBERRY , . X(3) 36"S.R. 55- SWEETSPIRE + 3011 " _ - 36 "O G ` r^tia KOUT ROSE Al y f • 85 30 O G ' , 11 v :+• f_,�, F3- RED - 5Ul5ET MAPLE O jff ,a,.{' �.-.• ,.,,,,,� . dam..... 3- •-�✓Y2 GAL. r " - .• <� I NSTALLED BY O7HER5. KOUT ROSE t W OAK - R LI Ems•- RYPTOME 4 -WILCO KATE 30110.G. 11 II i \. 14 NIGRA INKBERRY .,. :,. ,•- < " 11 11 O- G RR -�' ",� 3 3Y� GAL EASEMENT — 3Y INDG Rl r- '... -.:.. _ 5- KNOCKOUT R05E 36.O.G. 3) bll F °F 55- 5WEET5PIRE 5 A UG R 4 LEGACY ) 30,15.R. MAPLE MATCH L w 5 n.., • ; _ I rn - - RED OAK , REF 2 ..-�` - NORTHERN d £. �' r._LL. -W'., •. -- "i -5WE I TS I IREI 3 11 3Ys "G O O.G. 2) 50-s 4�8 25 5EA E�REEN JUNNIPER - t..._,._: tl umj �� 36 O.G. X 51NCLE ROW z N K II I 3 : ,C I 8 ,__., B •3Yz GAI.�. , son - 16" INKBERRY 47s : , ... r , : ,,,"' 4 : S f "*^,,,. ,. :• -,. "' r- .W.,.s F ' •O r7 : `_• , f z r ` 6 II II Yyny ,y k [ 36 O.G. y x - , _..,,. ,•a ±.:, .....,= � : ..� ; ':..... 'i SWEETSPIRE ,:: ,- .�a , .< , .. .G. X 2 30 S.R. - � - LIE R. STEVEN . 15 L , GAL x ,.,..,,,s.• d''u..,."^ ,,. _ :21%-:2)/211 : s :.. b "5. + 1 010 : \ 30 NI INKBE LY mP f , 5 56110.C. I G , , . i x ..... -. e,.,.„,,,«:••. a ..: . -. s s 1 4 O .,,- 1 M _ ,� D I E ,y y + + I^ ,,� ,� b ALL TREES' TO'BE LOG_ATED OUTSIDE i . r _ .= a � � � s ^^ ;�' ,� , ` • ' �., OF .UTILITY :EASEMENT, AND AWAY FROM .J Cie T I I �° ,,4_ ✓, t � . - - °. � � ` 48p '�► � � ,�, `� ^ � a UNDERGROUND ;U I CITY AND DRA N� L NES. Y f ' „ C or NOTE i ,3= YOSHIN,O..GRYPTOhRIA HILTON �� I �� ° IRRIGATION FLOW REQUIREMENT 15 60 GPM. F,; i o SYSTEM WILL REQUIRE A I I/2" METER r -3Y�" GAL. �. N AND 2 BAGKFLOW PREVE TER. _ , `3- ALLEE` ELM 1 , •' ° : r i , Lu - F 3- NELLIE R. STEVENS _. HOLLY 311 -56" GAL. : Ke I :._ "_;. 3- 5AUGER MAGNOLIA r` g , 7 _ 2y -3 GAL. s , ' ""- 480 > i + + J , i i i --477. „ .,, r..... SANITARY SEWER ^•' , ' -`-- EASEMENT _ + III. 1 + ` n i t . !b f I • e. ..:.,. ,v: , .. a =:..... 3'' a¢ ,� �" {' ^...,, -`` ��.,,...,• �; � •, _:,«"` .,.,.r �.fF 1 ?7 y N O / K AL o RED ,.NEE PLC ,..°SU MAC.., ,. _,. r r i f ;tom �,,,„ , f ;.,,,..., . _,. ,.,, x `• } �' ' _ _ YK, W : uj 'N�LANDSCAFE PLAN KA W 1 t 1 NORTH � O 15 30 60 O z 6 EXECUTIVE PARK DR c STE 300 ATLANTA c GEORGIA 30329 P 404 1 24811960 F 404 1 248) 1092 EMAIL hgor(� hgor.com www.hgor,com REVISIONS NO. DATE ISSUE 6/01/05 SERVICE ATHY. 0 0 0 Q Z ® � V w _I —J W W F— o Q W Q W "- � Z W W 0 W ~ _ Z V TITLE LANDSCAPE PLAN DATE 03 -15 -05 JOB No. 04268 DWG FILE 04268LW1 DRAWN BY MPs CHECKED MGH SCALE � " =30' SHEET L S -1 OF Iy ills I I I I � IR Q l� \— I- YOSH-IINO GRYPTOMERIA (511 2" GAL.) 4- NORTHERN RED OAK GAL.) x--15 -GREEN LUSTRE HOLLY 50110.0.X SINGLE ROW 25_$10 BLUE LIROPE --J 24 "O.G. X(2) 24" S.R. (5 EACH SIDE) 3 -PEE GEE HYDRANGEA 2- NELLIE R. STEVENS HOLLY 15 REEN X(5) 15 "HOLLY 48 "O.G. (2 " -2!2 "GAL.) a -GREEN LUSTRE HO (I -EACH SIDE) 24 "O.G. X(2) 24 "5.R. 135 -1516 BLUE LIROPE q- KNOCKOUT ROSE 15 "O.G. X(5) 15 "S.R. 50 "O.G. X(2) 50 "5.R. 45- PROSTRATE PLUM YEW 5- NATGHEZ GRAPE MYRTLE 50 "O.G. X(5) 50 "5.R. (5 " -5Y2 "GAL) 10'0.0. W/ cp i, x 2- NATGHEZ GRAPE MYRTLE 60- PROSTRATE PLUM YEW BELOW (5 " -3Y2 °GAL) 50 "O.G. X(5) 30 "5.R. ui I i i i i 3- TU5KEGEE GRAPE MYRTLE (5 " -3Y2 "GAL) 12'0.G. Q- KNOCKOUT ROSE -- cl -OTTO LUYKEN LAUREL 50 "O.0. X(2) 50 "S.R. 56 "O.0. X(2)36" S.R. _ 15- SWEETSPIRE i _ 50- SWEET5PIRE 50 "O.C. X(2)50" S.R. V V ��w�G� 4 ell r ; 50 "O.G. X(2)50" S.R. 5- NELLIE STEVENS HOLLY u I- NELLIE R. STEVEN5 HOLLY "� p0 i ! (:211 -2Y2 "GAL.) (2 " -2Y2 "GAL.) 8'O.G. n n o `• _ w� _ _ c fl. 'I- MARIESI DOUBLEFILE VIBURNUM v14 �� jV �� A �Jj, v� V��Cs 48 "O.G, d D ` J m 5- MARIE51 DOUELEFILE VIBURNUM 4a "O.0. F-1 D ° ' WII_TON 6P RDEN INN 5-OTTO LUYr:EN LAUREL d 56 "O.C. X SINGLE ROW 4 p I- YOSHINO CRYPTOMERIA d �(/ D (5 " -✓/2" GAL.) 5- NELLIE SIFVENS HOLLY ° D 5 -PEE G 48 "O.G. W/ EE HYDRANGEA 1-)11-21/-" Al 8'O. G. �° ID d ,. Q i 45 -5I6 BLUE LIROPE BELOW 1. 15 "O.C. X(4) I5" S.R.'`° p { I - ARBORVITAE W/ d 70 -516 BLUE LIROPE BELOW " D 15,10. - x(5) 15 S.R. -ALLEE ELM o 40- 5WEETS T� 3 -3Y2 "GAL. W./ FIRE 5- KNOCKOUT ROSE p ,t. 50 "O.G. X(2)50" S.R. 5- KNOCKOUT 805E 110 KNOCKOUT ROSE ° 50110.0. 30 "O.G' 50" O.C. BELOW & r 5 -WHITE PROFUSION 8 -OTTO LU`(KEN LAUREL BUTTERFLY -BUSH 6'O.G. - � 15 -BIG SLUE LIROPE BELOW ' 5&-10.0. X SINGLE ROW 15 -SIG BLUE LIROPE 15 "O.G. X(5) 15 "O.C. X(5) 15 "S.R. I -ALLEE ELM 100 -BIG BLUE LIROPE 25- PROSTRATE PLUM YEW 3 -BLACK KNIGHT 3 " -BY2 "GAL. la "O.C. X(5) 18 S.R. 185 -BAR HARBOR JUNIPER 30"0.0. X(5) 30"S.R. BUTTERFLY -BUSH 6'O.G. • 75-5 115 BLUE LIROPE BELOW I- NELLIE R. STEVENS HOLLY 12 -OTTD LUYKEN LAUREL 50"0.0. X4 30"S.R. 3 -PEE G EE HYDRANGEA I SO.G XX I S"S.R. � o �1►�V 11( (2 " -2v2" GAL) 56 "O.G. X SINGLE ROW G . . 48 "O W/ ;Y 50 - SEASONAL COLOR � 120 -5I6 BLUE, LIROPE 45-510 BLUE LIROPE BELOW .� 110.0. X.4 15"S.R. 15-OTTO LUYKEN L AUREL 18 O.G. X( 5 ) 1:8 '15.R� . I GREENLEAF JAPANESE MAPLE 5- NA TGHEZGRAPE MY RTLE SINGLE ROW i c SANITARY SEWER EASEMENT rA_""NLANr75C,Af=F- P L5 -I 50ALr-: I " =10' i NORTH 7 cn w U W J w z O z w rr0 V w Q z 0 z z Q J O C-- U w U Q w w U rn z a 7 6 EXECUTIVE PARK DR. C STE 300 ATLANTA C GEORGIA 30329 P 404 1248 1 1960 F 404 1 24811092 EMAIL hgor@ hgor.com www.hgor.com REVISIONS NO. DATE ISSUE 6/03/05 SERVICE ATHY. O 0 0 a Z u Lu J ` v) � ) W �d f H O J a � U t,%IjLLJ I�I...E Q V) a G.. Z Z � 0 ce w 0 L11 uj U- L.L. z Lu 0 ~ W � Z Lu < V) TITLE LANDSCAPE \— I- YOSH-IINO GRYPTOMERIA (511 2" GAL.) 4- NORTHERN RED OAK GAL.) x--15 -GREEN LUSTRE HOLLY 50110.0.X SINGLE ROW 25_$10 BLUE LIROPE --J 24 "O.G. X(2) 24" S.R. (5 EACH SIDE) 3 -PEE GEE HYDRANGEA 2- NELLIE R. STEVENS HOLLY 15 REEN X(5) 15 "HOLLY 48 "O.G. (2 " -2!2 "GAL.) a -GREEN LUSTRE HO (I -EACH SIDE) 24 "O.G. X(2) 24 "5.R. 135 -1516 BLUE LIROPE q- KNOCKOUT ROSE 15 "O.G. X(5) 15 "S.R. 50 "O.G. X(2) 50 "5.R. 45- PROSTRATE PLUM YEW 5- NATGHEZ GRAPE MYRTLE 50 "O.G. X(5) 50 "5.R. (5 " -5Y2 "GAL) 10'0.0. W/ cp i, x 2- NATGHEZ GRAPE MYRTLE 60- PROSTRATE PLUM YEW BELOW (5 " -3Y2 °GAL) 50 "O.G. X(5) 30 "5.R. ui I i i i i 3- TU5KEGEE GRAPE MYRTLE (5 " -3Y2 "GAL) 12'0.G. Q- KNOCKOUT ROSE -- cl -OTTO LUYKEN LAUREL 50 "O.0. X(2) 50 "S.R. 56 "O.0. X(2)36" S.R. _ 15- SWEETSPIRE i _ 50- SWEET5PIRE 50 "O.C. X(2)50" S.R. V V ��w�G� 4 ell r ; 50 "O.G. X(2)50" S.R. 5- NELLIE STEVENS HOLLY u I- NELLIE R. STEVEN5 HOLLY "� p0 i ! (:211 -2Y2 "GAL.) (2 " -2Y2 "GAL.) 8'O.G. n n o `• _ w� _ _ c fl. 'I- MARIESI DOUBLEFILE VIBURNUM v14 �� jV �� A �Jj, v� V��Cs 48 "O.G, d D ` J m 5- MARIE51 DOUELEFILE VIBURNUM 4a "O.0. F-1 D ° ' WII_TON 6P RDEN INN 5-OTTO LUYr:EN LAUREL d 56 "O.C. X SINGLE ROW 4 p I- YOSHINO CRYPTOMERIA d �(/ D (5 " -✓/2" GAL.) 5- NELLIE SIFVENS HOLLY ° D 5 -PEE G 48 "O.G. W/ EE HYDRANGEA 1-)11-21/-" Al 8'O. G. �° ID d ,. Q i 45 -5I6 BLUE LIROPE BELOW 1. 15 "O.C. X(4) I5" S.R.'`° p { I - ARBORVITAE W/ d 70 -516 BLUE LIROPE BELOW " D 15,10. - x(5) 15 S.R. -ALLEE ELM o 40- 5WEETS T� 3 -3Y2 "GAL. W./ FIRE 5- KNOCKOUT ROSE p ,t. 50 "O.G. X(2)50" S.R. 5- KNOCKOUT 805E 110 KNOCKOUT ROSE ° 50110.0. 30 "O.G' 50" O.C. BELOW & r 5 -WHITE PROFUSION 8 -OTTO LU`(KEN LAUREL BUTTERFLY -BUSH 6'O.G. - � 15 -BIG SLUE LIROPE BELOW ' 5&-10.0. X SINGLE ROW 15 -SIG BLUE LIROPE 15 "O.G. X(5) 15 "O.C. X(5) 15 "S.R. I -ALLEE ELM 100 -BIG BLUE LIROPE 25- PROSTRATE PLUM YEW 3 -BLACK KNIGHT 3 " -BY2 "GAL. la "O.C. X(5) 18 S.R. 185 -BAR HARBOR JUNIPER 30"0.0. X(5) 30"S.R. BUTTERFLY -BUSH 6'O.G. • 75-5 115 BLUE LIROPE BELOW I- NELLIE R. STEVENS HOLLY 12 -OTTD LUYKEN LAUREL 50"0.0. X4 30"S.R. 3 -PEE G EE HYDRANGEA I SO.G XX I S"S.R. � o �1►�V 11( (2 " -2v2" GAL) 56 "O.G. X SINGLE ROW G . . 48 "O W/ ;Y 50 - SEASONAL COLOR � 120 -5I6 BLUE, LIROPE 45-510 BLUE LIROPE BELOW .� 110.0. X.4 15"S.R. 15-OTTO LUYKEN L AUREL 18 O.G. X( 5 ) 1:8 '15.R� . I GREENLEAF JAPANESE MAPLE 5- NA TGHEZGRAPE MY RTLE SINGLE ROW i c SANITARY SEWER EASEMENT rA_""NLANr75C,Af=F- P L5 -I 50ALr-: I " =10' i NORTH 7 cn w U W J w z O z w rr0 V w Q z 0 z z Q J O C-- U w U Q w w U rn z a z Q w a 0 0 O O C� 2 C7 T z J z J w w J w O 7 6 EXECUTIVE PARK DR. C STE 300 ATLANTA C GEORGIA 30329 P 404 1248 1 1960 F 404 1 24811092 EMAIL hgor@ hgor.com www.hgor.com REVISIONS NO. DATE ISSUE 6/03/05 SERVICE ATHY. 0 0 a Z u Lu J ` v) � ) W �d f H O J a � U t,%IjLLJ I�I...E Q V) a G.. Z Z � 0 ce w 0 L11 uj U- L.L. z Lu 0 ~ W � Z Lu < V) TITLE LANDSCAPE PLAN DATE 03 -15 -05 JOB NO. 04268 DWG FILE 04268LW1 DRAWN BY MPS CHECKED MGH SCALE 1 "_10' SHEET LS -2 OF z Q w a 0 0 O O C� 2 C7 T z J z J w w J w O REMOVE BURLAP ON TOP 1/2 OF PLANTING PROCEDURE ROOTBALL 1. EXCAVATE ROOTBALL PIT. FINISHED GRADE 2. ADD EXCAVATED 501L $ TAMP. MULCH LAYER SET TREE SUCH THAT TOP OF ROOTBALL (AS SPECIFIED) IS 2 -5" HIGHER THAN FINISHED GRADE. TRENCH EDGE (TYP) 5. BAGKFILL H/ SOIL MIX 4 "WATER IN ". 4. COMPLETE BAGKFILLING, CONSTRUCT TRENCH PLANTING SOIL MIX ED6E 4 ADD SPECIFIED MULCH. (AS SPECIFIED) 5. STAKE 4 GUY SECURELY. ADD EXCAVATED 501L AS NEEDED TO BRING TREE TO FINISHED GRADE. TAMP L. I' -0" N LIGHTLY BUT THOROUGHLY PRIOR TO SETTING TREE TO PREVENT SETTLING. - i / I Iti, r - 11 f SCARIFY BA5E OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH 4 L005EN ALL ! x. �. I Y HARDPAN " (REMOVE AS ! f i v. i ! I i ! ! I ! = NECESSARY TO FACILITATE { f li�!i�litf Il,4I,_I , I DRAINA ) ? I ! , f 1, - =i;il I - •I!; =! ! -i {I- it ? =lii1 = 1111 = Ili ? ^!;,�_- GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTING. SEC. 02g00- 2. DO NOT ALLON AIR POCK -T5 TO FORM HHEN 5AGKFILLIN6. 5. IMMEDIATELY SOAK WITH HATER. 4. DO NOT BREAK ROOTBALL. RUBBER H05E- (AS SPECIFIED) GUY HIRE TOP OF ROOTBALL PIT MULCH RING (BOTTOM OF ROOTBALL PIT) RUBBER H05E ROOT BALL PLAN PLANTING PROCEDURE I. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL 4 TAMP. SET TREE SUCH THAT TOP OF ROOTBALL IS 2 -3" HIGHER THAN FINISHED GRADE. 5. BAGKFILL W/ SOIL MIX 4 "HATER IN ". 4. COMPLETE BAGKFILLING, CONSTRUCT TRENCH EDGE 4 ADD SPECIFIED MULCH. 5. STAKE 4 GUY SECURELY. cm tV REMOVE BURLAP ON TOP 142 OF ROOTBALL FINISHED GRADE MULCH LAYER (AS SPECIFIED) PLANTING 501L MIX (AS SPECIFIED) ADD EXCAVATED 501L AS NEEDED TO BRING TREE TO FINISHED GRADE. TAMP LIGHTLY BUT THOROUGHLY PRIOR TO SETTING TREE TO PREVENT SETTLING. CULTIVATE SOIL IN LANDSCAPE AREA TO A MINIMUM DEPTH OF 12" TRENCH EDGE (TYP) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB o. •''! =1i!! Il ,� _i1!I_i!!i =iii SCARIFY BASE OF PLANT PIT ,<. WHEN EXCAVATING PIT. BREAK THROUGH 4 LOOSEN ALL �I ItHARDPAN" (REMOVE A5 I' I ! I .I 1r,1 NECESSARY ,r,„ -- -',!i= !lii,ill__ TO FACILITATE ";� ,J.,�: - -,, - I- 1,1_Iill =1..1- DRAINA&E) GENERAL NOTES: I. SEE SPECIFICATIONS FOR DRAINAGE TEST REOUIREMENT5 PRIOR TO PLANTING. SEC. 024100. 2. DO NOT ALLOH AIR POCKETS TO FORM HHEN BAGKFILLING. 5. IMMEDIATELY 50AK WITH HATER. 4. DO NOT BREAK ROOTBALL. TYi'I CAL T ? FOOTBALL PIT I N CULTIVATED AND MULCHED FL ANTI NO AAA 1_5 -3 � > E- 5 /4�*: -0O" RUBBER HOE-E. (AS SPECIFIED) GUY HIRE TOP OF ROOTBALL PIT MULCH RING (BOTTOM OF FOOTBALL PIT) RUBBER H05E ROOT BALL GUY HIRE (A5 SPECIFIED) i GUY HiRE z s ( (A5 SPECIFIED) u MULCH LAYER > J J LU > > V (AS SPECIFIED) NO MULCH LAY ER Ii 1f TRIM PLC (AS SPECIFIED) Q PRIOR TO STAKING u ( j w W W Q t t) a a Z U i z O . .J STAKE (AS SPECIFIED) I'!•- �li,111'i V) w > _' 11=1 i -';! i E DRIVE BELOH GRAD ! LL_ ! �,- -{,111 �IIII -,! _ I!I i !!!_111! _!!!!:4! ,1'� ROOTBALL - ?Ili= !11. =i!iI= IiI.- 1!!;=!i!:- = 11!1_! ►. ?I =11!1= 1:11= 1!11 =i!fl- REFER TO FOOTBALL PIT DETAIL TRr=F- STAG I NO AND C U%r I N TREE 5TH I NO AND OUY I NO IN CULTIVATED AND MULCHE SGA : NL FL005 GUY HIRE TOP OF ROOTBALL PIT RUBBER HOSE TREE~ \ t. �Cr (AS SPECIFIED) t MULCH RING (BOTTOM GUY HIRE OF ROOTBALL PIT) \ '/' ,;'�r• (AS SPECIFIED) RUBBER HOSE ROOT BALL PLAN MULCH RING IL I +tl� 'I ;1ls' ra 11H +•, �, , i / � ' '�El?v"'t� .sp 1�,ida. f YI �F;! ;+ I it STAKE (AS SPECIFIED) II DRIVE BELOH GRADE "! ! ! „�,_ i_,T_.�i�_ _�_ ...,,.� -,.�_ , ! . I - +. ROOTBALL I ^!�Iltlifllll- !!11- i!!i =!11.- !111 = 'III -!I'' EXCAVATED SOIL y l.-RO Rr-EN (BROADLEAF) ' O lTiEF= 5TAK I NO AND GIJY I NC L L5 -5 / FIB E' NAME:ILAF2I_OC71 - /1M RUBBER HOSE- (A5 SPECIFIED) GUY HIRE (AS SPECIFIED) MULCH LAYER (A5 5PEGIFIED) / � 1 PLAN WAI.l1.MW -1•-O' NOTE: SET THE E PLUMB PRIOR TO STAKING CULTIVATED PLANTING SOIL STAKE (A5 SPECIFIED) DRIVE BELON GRADE ROOTBALL FLANTI NO ,4fi�1"._-A GUY HIFI TOP OF ROOTBALL PI' TREI RUBBER H051 ROOT BALI MULCH AREA (AS 5PEGIFIED) PLAN 9GALP� V41-11„01 NOTE: SET TREE PLUMB PRIOR TO 5TAKIN5 in �\ CULTIVATED PLANTING ,fir _ _�� i11!= SOIL STAKE (AS SPECIFIED) =!I!i= I!11= I! ?1= 1!II - "• 1 DRIVE BELOH GRAVE -- !iif =lfi1- 11!1= ii!1 -i1!I= 1111 =iili" ^!ill -jli�= ",� FOOTBALL r-Vr- ROREEN TRt=f= 5TAKINO AND OUYINO �IN CoULTIVA"IFEV AND MULCHED FLANTI NO ARE L5 -5 )Kt!.•tELIAP211=11' _0" PLANTING PROCEDURE TRENCH EDGE (TYP) I. EXCAVATE ROOTBALL PIT. FINISHED GRADE 2. ADD EXCAVATED 501L 4 TAMP. SET TREE SUCH THAT TOP OF ROOTBALL REMOVE BURLAP 15 2 -3" HIGHER THAN FINISHED GRADE. ON TOP 1/2 OF 5. BAGKFILL H/ SOIL MIX 4 "WATER IN ". ROOTBALL 4. COMPLETE BAGKFILLING, CONSTRUCT MULCH LAYER PIT ON LONER SIDE, TRENCH EDGE 4 (AS SPECIFIED) ADD SPECIFIED MULCH. PLANTING SOIL MIX 5. STAKE 4 GUY SECURELY. (AS SPECIFIED) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON �y DOWNHILL SIDE. ADD EXCAVATED SOIL AS NEEDED TO BRING TREE TO FINISHED GRADE. TAMP LIGHTLY BUT THOROU / GHLY - I \ I \ : PRIOR TO SETTING TREE TO PREVENT SETTLING. , / i _ = i I I ` _= ! i ! � .. ! - � { i I � __ 1 ! ! SCARIFY BASE OF PLANT I PIT WHEN EXGAVATIN6 PIT. -! !' !' L. i BREAK THROUGH 4 LOOSEN I f ! , I I _ f r ! r. ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE GENERAL NOTES: DRAINAGE.) I. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTING. SEC. 02x00. 2. DO NOT ALLON AIR POCKETS TO FORM HHEN BAGKFILLING. 5. IMMEDIATELY SOAK HITH HATER. 4. DO NOT BREAK ROOTBALL. G TREE ROOTBALL PIT ON SLOi�� NOTE: SET TREE PLUMB PRIOR TO STAKING &RAVES NOT TO EXCEED 5:1 SLOPE GUY HIRE-, TOP OF,, ROOTBALL PIT TREE_ MULCH RING - < 'RUBBER HOSE ROOT BALL --' W AMW (AS RUBBER E HO STAKES ON "HIGH "1 GUY HIRE SIDE OF TREE ONLY. (AS SPECIFIED) °F - MULCH RING PLAN ecst.nene•.1w1 STAKE (AS SPECIFIED) O-fBALL DRIVE BELOW GRADE INI5HED GRADE MULCH LAYER (AS SPECIFIED) COMPACT EXCAVATED SOIL j1= 1i11= !!! ?- Ii!! =Ii11= III' - TO FORM ROOTBALL PIT ON DOWNHILL 5!DE TRENCH EP&E AROUND :i,i_., ; __ . 1_ _!.�.. ENT _ , IRE AF,EA TO BE , ,_ -nl, I, !! _Ii1i 11 .•�.� f I ! MULCHED ! iii= ill!-11i1= .!III�i1!_- illl - ':I!- fill- �ii1�_i I i 1, !ii; li I,I!= i!Il= +iil= i111= lt1! =111i �ii!I�i(ii = 11111= I!Li= til!�lli�tlt RUBBER H05E- (AS SPECIFIED) GUY NI RE (AS SPECIFIED) GUY HIRE TOP OF ROOTBALL PIT r MULCH RIN& (BOTTOM OF ROOTBALL PIT) RUBBER HOSE -/ ROOT BALL -// PLAN•.1so• MULCH RING y 1 rr 'w 1 -uill 1{;= ;, =11411 STAKE (AS DRIVE BELOW GRADE i I (I i i! i_ ii i !Ili=i!ii.-lit1- ROOTBALL EXCAVATED SOIL 1� ROREEN (00NIFt=R) F 5TAK I N0 AND O1JY I NC NOTE: SET TREE PLUMB PRIOR TO STAKING cn w _U > zW cn <I 1< w O 0 z w O z C7 w Q w z p e�, � O 0 (D _z z 0 z CL Q 0 J 0 O 0 W w H x w w 6 EXECUTIVE PARK DR 0 STE 300 ATLANTA o GEORGIA 30329 cUi� P 404 124811960 Q F 404 1 24811092 Q EMAIL h9or@ hgor.com �{ www.h,qor.com REVISIONS NO. DATE I ISSUE W 0 W z _ Z LLJ D_ ¢ F- < i!) TITLE LANDSCAPE DETAIL DATE 03 -15 -05 JOB NO. 04268 0 F= DWG FILE 04268LD1 u DRAWN BY MPS c 7 CHECKED MGH 0 U SCALE 111 =30' O 11 SHEET p w LS -3 w w 0 OF - z z s ( (D (D u u > J J LU > > V W 0 Q u ( (le w W W Q t t) a a Z U U.J z O . .J V) w > > LL_ TITLE LANDSCAPE DETAIL DATE 03 -15 -05 JOB NO. 04268 0 F= DWG FILE 04268LD1 u DRAWN BY MPS c 7 CHECKED MGH 0 U SCALE 111 =30' O 11 SHEET p w LS -3 w w 0 OF - z w U GUY WIRE GUY WIRE GUY WIRE w z cn Q TOP OF _ = a ROOTBALL PIT _ `�., �`� ROOTBALL PIT F `_ �- i z ROOTBALL PIT p fi O ,- TREE / p° TREE —v \ p° MULTI -TRUNK TREE i ry MULCH RING (BOTTOM 1 j MULCH RING (BOTTOM j MULCH RING (BOTTOM Z OF ROOTBALL PIT) �� /, /% OF ROOTBALL PIT) /;' ! OF ROOTBALL PIT) % w z RUBBER HOSE `"`� RUBBER HOSE `~ ��' RUBBER HOSE - u PLAN PAN RUBBER HOSE i '' � PLAN w RUBBER HOSE ROOT BALL �cALe.u4••r -o• RUBBER HOSE ROOT BALL �v:••It.O" ti ROOT BALL sc•,a +v4.,r -0• (AS SPECIFIED) (AS SPECIFIED) (AS SPECIFIED) �_�/ —� � r r GUY WIRE 6uY WIRE NOTE: �'► (A5 5PECIFIED) (AS SPEGIED) (A5 SPECIFIED) (. ATTACH GUYS E THE CENTRAL LARGEST TRUNK. O O i NOTE: I NOTE: MULCH RING MULCH RIN6 SET TREE PLUMB MULCH LAYER I SET TREE PLUMB - 2 AROUND L o T SUCH f THAT Z PRIOR TO STAKING I` PRIOR TO STAKING — (AS SPECIFIED) I +w /. !' in la Pi .; :, /,'' WIRE5 DO NOT COME IN Q I� n1r •.1' .'lit JCS:( — — — — — '. /' % ....<_ %�, _ _ _ _ = i , , 1 : - J51..�.ditLU1 , CONTACT Wi H z .\ .i, ,� / II 'fie; { { -'n t41.`,t C °�` i, 11 / ( r , 1 d It' EE t r r ttN I T OTHER TRUNKS. % =1 1!= ' X11 =11(1= - ; '',•,� ,' \\� \, �' , \ \�\ —t a !! �I;II_ 5. SET TREE PLUMB Q ....r- _ PRIOR TO STAK G -� - IN �•- I PLANTING O i — — _ CULT 1 I • �11 = — „_I = 11:1 =11: h _.I. _il.l_ SOIL STAKE (AS SPECIFIED STAKE (AS SPECIFIED) i1= 111!'1 1 I 1 I { ! I , I I!!! =11i1 =111 111 1111 = llli�l ! !- 1i1!_li ) - -_ I— 1, I l i I 1 1 - 11= 11 - '1 I .I I I r I II•= DRIVE BELOW 1 i 1. Ii. I, 1 j -- ? 1 j s,illiltlill 111 1 1- i 1 I L ( r I ', GRADE DRIVE BELOW GRADE !, i - — — — ` 1 I — r,,. —' — (! I i STAKE (AS SPECIFIED) 1 = ills= ll,l� —_i1( � � ! _ ' -=1lfl = 1111 - 1.111 =!ii4= 1111 =111i= fill =l?,'- � ROOTBALL - ,11 .,III =i1i._ 1111= .,i1,_Ilil_IIL =111_ �IIIi= 1111= 1iL--! Il�lill— lJi= l!11= 1111�iiil= ilil =il DRIVE BELOW GRADE ROO°rBALL ,� - -- — OOTBALL 1 =,i 1=i1 1I ills =l, 1— !ill- if,l_. l —„ — —1n1= IIII= ni,— U 1 w EXCAVATED 501L ROOTBALL EXCAVATED 501E x LO1NER I NC Ti�E 5TA K I NC AND CUY I NC 4 6 EXECUTIVE PARK DR o STE 300 � �LOIN�R I NC Ti�E STAK I NC /�N17 C1JY I NC �51N CULT I �1ATE17 AND MULGt�ED �'LANT I NC Ai�E�4 TIZ�� ST�t�G I NC AND CUY I NC � I 5GAL.E:I /2 " =I' -O” f,.s- SCALE:1 /2 "al' -O" LS -Q. �SCALE:112'r-l'-O' ATLANTA o GEORGIA 30329 4 FILE NAME:LAPLOII �S -Q• O.C. SHRUB (AS SPECIFIED) cUn P 404 ( 248) 1960 1 FILE NAhiE:LAPLC09 FILE NAME:LAFLOIO 6th' WIRE SPACING TOP OF ROOTBALL LEAVE NO ROOTS EXPOSED Z F 404 248 1092 ROOTBALL PIT i MULCH LAYER (A5 SPECIFIED) a EMAIL hgor® hgor.com /� - \ �p > I, �� ;,) rl, SLOPE MULTI -TRUNK TREE ` •O ��? t;'' (!(�(l, PLANTIN6 SOIL MIX (AS SPECIFIED) www.hgor.com > / '' u� Q b `� ( fl�� FINISHED GRADE °// I }� �� (�� t;� TRENCH EDGE (TYP) REVISIONS MULCH RIN6 (BOTTOM OF ROcOT$ALL PIT) �t / ' �°� ISSUE '/Z' _ ,_ i :`£fl. it'>a. 1, 177 / r !' 1:! II UNDISTURBED 5U$GIR Q RUBBER HOSE �`� BE A MINK. OF 2" ABOVE FINISHED �GRADE. - CULTIVATE 501L IN LANDSCAPE Q RUBBER HOSE 1 O \' \ \ .'� F \ \;.; , \ \ .i \� \ \ /`\ AREA TO MINIMUM DEPTH OF 12 ROOT BALL �c,K�tva••r -o� \j\ \ \ / \ \;\ \ �., \i, \ \ \ \\ PLAN /. \ \ \/ ; / /' \ �� \' `' = n (AS SPECIFIED) _ �hf -f'J S SPECIFIED 1 .;,i ,-; BREAK ANY _._-/ � , � � \ � . \ \;�`,,� `�� > � -•'� �� " - \ . `. !\ \;\ : ��,�- THROUGH A EXISTING CULTIVATE A 4 MINIMUM LAYER OF _; "HARDPAN" AND REMOVE AS NOTE: I , I I -- +! III - I I I _ III = I I 1 i = !III — ' i "— �' NEGE55ARYTO PROVIDE GOOD Q 111= =11i1— + , , + -- + —: — 11 ==' il__I? I _ _,, I 1�u= III =!111- 1111 —� GIJY WIRE I. ATTACH GUYS TO THE � SPECIFIED PLANTING SOIL MIX INTO BED. — "' -lil' -.11 I I_ PERCOLATION 4 P051TIVE (A5 SPECIFIED) CENTRAL LARGEST TRUNK. = I I!. ' DRAINASE. Q 2. 5PAGE 5TAKE5 EVENLY FINISHED GRADE AROUND (4 OUTSIDE) MULCH LAYER i (A5 SPECIFIED) ROOTBALL PIT SUCH THAT UNDISTURBED SUBORADE WIRES DO NOT COME IN J CONTACT WITH OTHER TRUNKS. lJ TRENCH EDGE ('I'YP.) '2, -011 Q 3. SET TREE PLUMB / _ z_ i Z., PRIOR TO STAKING -f �,J , f f CULTIVATE SOIL WITH ROTO- TILLER TO A MINIMUM DEPTH OF 12" BREAK THROUGH ®� CULTIVATED PLANTIN6 "HARDPAN" PLANTING PROCEDURE -- i AN f5T1NS HARDPAN AND REMOVE SOIL —�- —, ; • _ - > , - I T I i + TO PROVIDE GOOD PERCOLATION 4 O 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM > 111y1'(t -'ll +i 1'_ II+'11 IIITy ry� r 1i -;i1j= POSITIVE DRAINAGE. EDGE WITHIN $ED. W — + ' =1 STAKE (A5 SPEC IF i 1 -,' 1 -,•1_ t +- ?i- fill- llil. =li;l = ?;!!- =I1;i -1jl 2. ROTOTILL BED TO 12" DEPTH. SPREAD 4" MIN. LAYER OF PLANTING J _ DRIVE BELOW GRADE — llli= l's11— i1i!;!ii<= Iii{= !1!i =ii!i= fill =!1i1— till �1= 1= .ill-= 1,'i =1i!f- i _ =1; 1= ,! 1111= SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. > ROOTBALL i =; ; j ^ I I ; i _ ! ? ! ! ; — 111 I 5. INSTALL PLANTS 4 MULCH. =C1 I ii=III ,:II =1. =nI _.1111l WATER THOROUGHLY. V) —•u; -- •' = ' "= 1'I'= s',= I ? ?1= 1 ?ii= 1:.11 =lily - LJ'? MULTI-TRUNK TRr-E 5TA K I NC ,SNP CUY I NC p u 17 I N CULTI1l T I7 N17 MULCH I� 'L ' NTINC R �F-HEDOE 1 i�L,4NTI NC 5I NCL fi�OIN FLANTI NC �-4 SCALE: V2=1-O �`�'� F� NNAAM£E:LAPLOI� 1.j --Q• SGALE:3 /4 =I -0 FILE NAN�:LAFL012 FILE NAME =LAPL023 Q .+u�. w Lu V W Q r GROUND COVER (AS SPECIFIED) LEAVE NO ROOTS EXPOSED NOTE: MULCH LAYER (AS SPECIFIED) " MIN. CLU SHRUB Z MAXIMUM 2 :1 SLOPE PLANTING SOIL MIX (AS SPECIFIED) O" MIN SPREAD (A5 SPECIFIED) Z W f GROUNDCOVER FINISHED GRADE (A5 SPECIFIED) V I MULCH LAYER (PER SPE05) TRENCH EDGE (TYP) MULCH LAYER (AS SPECIFIED) W > 2' -O" ROW SPACING SHRUB PLANTIN6 ON SLOPE PLANTING SOIL MIX U- Z Z TYPICAL (SET PLANTS PLUMB) I -O (A5 SPECIFIED) f TRENCH TRENCH EDGE (TYP) EDGE FINISHED GRADE W Z USE EXCAVATED SOIL TO FORM \ 11= 11f1= iiiii4 i' ROOTBALL PIT ON DOWNHILL W I - •,I— ' - _ SIDE _ 1!11 - 111!= lyll.Ill _ — IIII =I :> 1 tj / /i`•' '/, j/. Tr - ..,.... 7 %�>, dfit _ '< tt /`l 2 -0� =1 �I_i� it '/ i1 I• � '/ / /�/ ��/ / /i'/ ' /// /' / / /��' ,' r �. III —` IIi, ,{!ill' I - -- -r-�-- -•III, ' /; /;• %,�/ ' /// -'�/ '%/ / //' %/, i� Ili -fill= _11 -1'I d,lil \ /,�i / "'7771 "\ ail _ ? !II _II 1 =1,11_1(,1 ll,l= - /` / /'�♦ �/\ \/ �,., \',' %,, \`\:\`�/ :�! \/\ _1111 =1111= 1111= =i!1i= 111,__ IIi, = TITLE — � I TRENCH EDGE _ . � \, \\ .� � � -, / \ ` - -� ` 1 it I � -�• - r � /' `j ' / 1 1 ,1 _ _= Ill- -l:.i- ,!, -,✓` / =11:i_ I I 1 /\ /,�/ \ \r \: \// % r ` ; /�; / •./ / \ /ice / \'1i1 1,1— I;ji =lfij- 1111- i11!�111i fill =l, ' =I!, = .,Ir += iI ;,r_ / /!– ! ' =11 / / . \% ` \;' ;/ , qll= -,- :1- - - -,Ili 11,1! =!f,1 =1 -- - 1 / / / / / i i / _ 1 _ = II _ \ \ . E l I _ y _ CAPE _ \, � , \�, \\ \ \ \ �� \\ >�\� -: \ \/ ` \,\\ _ ;; - _, - , 'I Ili_ 11= I Il- ' INISH GRADE ''\ \ \�'. : \` \ /' /� \/ / � \ � — j_� —1 1— i ... �,I_ - =1 �llil =.l1 _- 11i�_lii _ !II- i- -Iii, -ll1,- 111, -. i, _i =1. - I' . __.,�I _— ; �1 — � �� \% ' \`�� / ", \ / / / \ / /,�.�i /fh, �y %j \i : \%' \/ i� i• /'� / /\�i � / / \ir--Il .�'1= fi = I ' —"11_' 1 _ I -1' 1 =+ ;'^-111(_ t I __I , _ — ,— ,I, —•, 1- lil - ilil DETAILS, :I - I! 4 MIN. ,1= 1 •1 1 / .., • \ �� ,.� /�;. /\ � II =1111 -1111 = ,1= „I, -= ,— „_ CULTIVATE ! — _, -,_ ..,__.,,�,— X11= 111 =11 —1= =I 'I� I! - II — =i,l —I„1 =nll —f., �111!- == „;� —!il =1111 -11ii� 1ii1= 1{11U1; ^Ili- 111i =i1'�” I : l i � i + — � �-- I I SOIL N LANDSCAPE l _ III -11 fill =111i 1 -_ III = 1111 = ,11.._.;111._._. +I1� -1 ' — — ,,— AREA TO MINIMUM DEPTH OF 12 11.1= .:.'l =1'ii= 1111- llil =ilil_ -- =!III =1111= VII - CULTIVATE SOIL IN LANDSCAPE I AREA TO MINIMUM DEPTH OF 12" BREAK THROUGH ANY EXISTING i ADD EXCAVATED SOIL TO BRING "HARDPAN" AND REMOVE AS BREAK THf?OU6H ANY EXISTING NECESSARY TO PROVIDE GOOD j TOP OF ROOTBALL TO FINISH PLANTIN6 PROCEDURE HARDPAN AND REMOVE AS PERCOLATION 4 POSITIVE GRADE. TAMP LIGHTLY PRIOR TO NEGESSARYTO PROVIDE 600D SETTING 6ROUNDGOVER TO 1. LAY OUT BED AND OUTLINE WITH TRENCH PERCOLATION 4 POSITIVE D I GE EDGE. PLACE 501L FROM ED SE WITHIN BED. DRAINAGE. UNDISTURBED SUBGRADE PREVENT SETTLING. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. UNDISTURBED SUBGRADE PLANTIN6 501E MIX (PER SPECS) LAYER OF PLANTINS SOIL MIX OVER BED. DATE 03 -15 -05 2. ROTOTILL SOIL MIX INTO TOP OF BED. z 1 INSTALL PLANTS 4 MULCH. WATER THOROUGHLY. JOB NO. 04268 0 SET TOP OF ROOTBALL LEVEL � I WITH FINISH GRADE DWG FILE 04268LW1 u I Sf�fi�UB I`'L NTI NC aN SLOPE rH GROUND COVER FLANTI NC CROUNt�GO \1E-�. BED FRONTI NC 5HRUB BED DRAWN BY MPs n LS -4 SCALE :I /2" =1'-0" L5 -4 SCAL.E:3 /4" =1'-O" �-4SCALE: 5/4 " =1'-O' Z FILE NAME:LAPLO2q FILENAME: LAPL025 FILE NAME: LAPL -026 CHECKED MGH 0 U I SCALE 111 =30' SHEET p w LS-4 w w OF 0 O.G. SPACING NOTE: FOR PROPER PLANTING PROCEDURE OF ANNUAL COLOR BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING" NOTES. d- ' !III- `!iii- =1!!1= 1!11= '!i!= 1!il= i!I! =1! 11= I!II-= liil =l!U— l!1l =i!:i= :ENTER TO VE DRAINAGE 6 SPECIFIED) MIX YPa IN LANDSCAPE M DEPTH OF b" f ANY EXISTING REMOVE AS PROVIDE GOOD P05 ♦1TI VE VI V. /i/I VI WIn..1/ ✓VBGIV ✓r— / —LAWN AREA OR PAVED AREA _MULCH AS SPECIFIED ` T EXISTING GRADE OR GRADE OF PLANTING AREA, MAXIMUM 2:1 SLOPE NOTE: I. TRENCH EDGE DETAIL SHALL BE USED AT ALL LAWN EDGES 4 AT EDGES OF MULCHED AREAS (FOR CONTAINMENT). 2. TRENCH EDGE SHALL CREATE A GLEAN SEPARATION BETWEEN ,AREAS; 8 SHALL CREATE SMOOTH 4 EVEN LINES (A5 INDICATED ON THE PLANS). 0 L5- 5)SGALE :1 1/2" =1 %� FILE NAME:LAPLO42 m %X i —llll= 1111 =111i IIIiZ:it i- 1= !1!1 =1!!! =!III= '' � 1,1 =!�11 =f1�! -1�,! =1I• _!!; =-1�• 1= SLOPE FOR NZZ�,- DRAINAGE NOTE: FOR PROPER PLANTING PROCEDURE OF ANNUAL COLOR, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING" NOTES. L5 -5 CALE: WWI :ilr (A SPECIFIED) ANNUAL COLOR/PERENNIAL (AS SPECIFIED) MULCH LAYER (AS SPECIFIED) PLANTING 501L MIX (AS SPECIFIED) TRENCH EDGE (TYP) FINISHED GRADE CULTIVATE SOIL IN LANDSCAPE AREA TO MINIMUM DEPTH OF 6" BREAK THROUGH ANY EXI5TIN6 "HARDPAN" AND REMOVE AS NECESSARY TO PROVIDE 600D PERCOLATION 4 POSITIVE DRAINAGE. UNDISTURBED 5UBGRADE NISH GRADE VARIES PER PLAT -50V PER SPECS. li!I ^!,I _fl:f =i.!1,_,f +_if I_.II,- 1�1!_.ii!= 1111= 11:l=1�I!�l�l!_!111= CULTIVATED 501L BREAK THROUGH 4 REMOVE ALL 'HARDPAN' 4 DEBRIS TO ALLOW PERCOLATION 4 POSITIVE DRAINAGE UNDISTURBED 5U56RADE SODDING PROCEDURE: I. THE GENERAL. CONTRACTOR WILL PROVIDE 6RADES TO ( +/- .20) OF A FOOT OF PROPOSED 6RADES. 2. CULTIVATE ENTIRE AREA TO A MINIMUM DEPTH OF 6 ". HANDRAKE SMOOTH. 5. ADD ADDITIVES (PER SOIL TEST ANALYSIS) 4 ROTOTILL. 4. WATER AREA TO BE SODDED.PRIOR TO ALYING SOD. S. LAY 4 ROLL SOD. WATER THROUGHLY. K""� SOD INSTALLATION L5 -rte SCALE: I "= I'-O" PILE NAME: LAPL03q VEMENT, TYP. V) w U ce w z J 5w L� C zi J 0 U-1 o z C7 Q w �t Q 0 0 71 _z z z Q 0 J a- H w H (� x =7 � Q W4 6 EXECUTIVE PARK DR C STE 300 P-., Q ATLANTA C GEORGIA 30329 cUn P 404 1 248' 1960 Q F 404 1 2481 1092 � EMAIL hgor(@ hgor.com www.hgor.com REVISIONS [No. DATE I ISSUE TITLE LANDSCAPE DETAILS DATE 03 -15 -05 JOB No. 04268 Q Z DWG FILE 04268LD1 r_ u DRAWN BY MPS c 7 do > ui ..1 MGH J CJ7 ` LLJ UJ SCALE 111_30' o u ti p LS -5 w w u U w V W ,a( � Q -- — cl- WZ (.D O V) w W "'' z O _j W j W Z 5 �11111 CL Q ck.00 F Q TITLE LANDSCAPE DETAILS DATE 03 -15 -05 JOB No. 04268 O DWG FILE 04268LD1 r_ u DRAWN BY MPS c 7 do z CHECKED MGH SCALE 111_30' O SHEET ti p LS -5 w w w -- — OF z GFENERAL FLANTINC NOTF.5: I. THE LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL MATERIAL OUANTITIE5 5HOWN ON THESE DRAWINGS BEFORE PRICING THE WORK. 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. 5. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE WARRANTY PERIOD (AS DIRECTED BY THE OWNER). 4. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO DATE OF SUBSTANTIAL COMPLETION OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE 51TE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, 517E AND MEETING ALL THE PLANT LIST SPECIFICATIONS. 5. LOCATE AND VERIFY ALL UTILITY LOCATIONS AND EXISTING STRUCTURES IN AND AROUND THE SITE PRIOR TO WORK. MAINTAIN EXISTING UTILITIES AND STRUCTURES AND PROTECT A6AIN5T DAMA6E DURING THE WORK. 6. THE CONTRACTOR SHALL BE RE5PON515LE FOR ANY DAMAGE5 TO EXI5TIN6 UTILITIES, STRUCTURES, PAVING AND /OR WORK OF OTHER TRADES RESULTING FROM LANDSCAPE CONSTRUCTION. 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF DISEASES, INSECTS, EGG5, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN - SCALD, INJURIES, ABRASIONS AND /OR D15FI6UREMENT. 8. WATER AND WATER TRANSPORTATION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. q. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND THE OWNER BEFORE, DURING AND UNTIL DATE OF SUBSTANTIAL COMPLETION OF THE WORK. 10. ALL PLANTS MUST BE CONTAINER -GROWN (CONT) OR BALLED AND BURLAPPED (B s B) AS INDICATED IN THE PLANT LIST 11. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REGUIREMENT5 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 INSTALLATION. 13. THE LANDSCAPE ARCHITECT WILL 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 DRAHIN65. I6. THE LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYIN6, MULCHING, FERTILIZING, MOHIN6, ETC) OF PLANTING AREAS AND LAWN5 UNTIL DATE OF FLANTI NC 501L MIX NOTE5: I. THE LANDSCAPE CONTRACTOR SHALL FURNISH TOPSOIL; TOPSOIL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION SECTION 02400 FOR TOP501L REG2UIREMENTS. 2. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANTING 501L MIX. 5. THE PLANTING SOIL MIX MUST APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY 5ACKFILLIN6. 4. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, SHRUBS 4 GROUND COVERS) SHALL CON5IST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE PRA-IINC75: 60% TOP501L (A5 5PECIFIED) 40% PREPARED ADDITIVES (BY VOLUME A5 FOLLOWS): 2 PARTS HUMUS AND /OR PEAT I PART STERILIZED COMPOSTED COW MANURE I PART SHRi =DDED PINE BARK( BARK PIECES BETWEEN 1/2 INCH AND 2 INCHES IN LENGTH) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT. - LIME AS RECOMMENDED IN 501L REPORT. ME Ni 4mL4PLO" OLEAN AND MULOH NOTE5: THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD TREE5, TREES ONE (1) INCH CALIPER OR LE55 AND OTHER SELECT TREES UP TO FOUR (4) INCH CALIPER AS DETERMINED IN THE FIELD IN THE TREE SAVE AREAS INDICATED ON THE DRAWINGS. A 5 INCH MINIMUM LAYER OF CYPRESS MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA. THE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO START OF GLEAN AND MULCH WORK. THE LANDSCAPE ARCHITECT WILL VERIFY SCOPE OF WORK IN FIELD WITH THE CONTRACTOR PRIOR TO START OF WORK. THE CONTRACTOR 15 RESPONSIBLE FOR THE REMOVAL AND LE6AL DISPOSAL OF ALL DEBRIS FROM GLEAN -UP OPERATIONS FROM THE SITE. PILE NA e.LAPL046 5U55TANTIA1_ COMPLETION. 17. FOR TREE PLANTING REFER TO DETAILS - L5 -3 L5 3 L5 -3 L5 -3 LS -3 L5 -3 LS -3 L5 -3 LS -3 L5-4 LS -4 LS- LS- I6. FOR TREE ON SLOPE PLANTING REFER TO DETAILS O L5- LS- I4. FOR EVERGREEN TREE PLANTING REFER TO DETAILS O I LS -3 L5- LS -3 L5- L5 -3 LS- 20. FOR MULTI -TRUNK TREE PLANTING REFER TO DETAILS G D L5 -4 LS -4 21. FOR FLOWERING TREE PLANTING REFER TO DETAILS L5 -4 L5-4 22. FOR HEDGE PLANTING REFER TO DETAILS L5 -4 25. FOR INDIVIDUAL SHRUB PLANTING REFER TO DETAILS L5- 5 -4 24. FOR SHRUB BED PLANTING REFER TO DETAILS L5 5 -4 25. FOR GROUND COVER BED PLANTING REFER TO DETAILS LS-4 L5 -4 26. FOR ANNUAL COLOR OR PERENNIAL BED PLANTING REFER TO DETAILS L5 -5 L5 -5 PLANT LIST ANNUAL. COLOR AND PERENNIAL FLANT I NC NOTE5: 1. EXCAVATE BED TO A DEPTH OF 4 INCHES. REMOVE EXI5TIN6 SOIL FROM SITE. BREAK THROUGH "HARDPAN" AND REMOVE ALL STONE, ROOTS, DEBRIS, ETC.. ROTOTILL EXCAVATED BED AN ADDITIONAL 6 -6 INCHES IN DEPTH. 2. SLOPE THE BA5E OF THE BED TO THE TRENCH EDGE. 5. PREPARE PLANTING SOIL MIX CON515TING OF TOPSOIL AND THE FOLLOWING 501L AMENDMENTS BY VOLUME. REFER TO SPECIFICATION SECTION 02400 FOR TOP501L REG2UIREMENTS. - 40% TOPSOIL (AS SPECIFIED) -25% HUMUS - 155 CYPRE55 MULCH (FINGERNAIL 51ZED CHIPS - 1/4 INCH MAX) - 5% STERILIZED COMPOSTED COW MANURE 5% SAND (ANGULAR BUILDERS SAND) LIME AT A RATE OF 5 LBS. PER 50 90. FEET (ADJUST FOR ALKALINE 501L5) 4. ADD 6 INCHES OF PLANTING 501L TO EXCAVATE BED d ROTOTILL INTO EXISTING SOIL. 5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE ENTIRE BED 6 INCHES ABOVE FINISHED GRADE FOR SEASONAL COLOR AND 4 INCHES FOR PERENNIALS. IF SEASONAL BED FRONTS A SHRUB OR GROUND COVER BED, MATCH THAT BED'5 HEIGHT s CONTINUE POSITIVE SLOPE TOWARD TRENCH EDGE. 6. ROTOTILL ENTIRE BED TO A DEPTH OF 12 INCHE5f. '7. EVENLY SPREAD FERTILIZER APPROPRIATE TO A VARIETY OF 5EA50NAL COLOR AT A MAXIMUM RATE OF 2.5 LBS. PER 100 50. FEET AND RAKE INTO TOP 5 INCHES OF SOIL. 6. PLANT SEA50NAL COLOR AS SPECIFIED AND AT INDICATED SPACING 5HOWN ON PLANS. 4. EDGE SEASONAL COLOR BED AND MULCH AS SPECIFIED. 10. WATER THOROUGHLY. Note auontitq Botanical Name Common Name Cali e Hciclht Spregg Root Comment I Acer polmotum Greenleaf Ja onese Ma le 2 -2.5" 6 -7' 6 -7' 54B /cont Multi -trunk (3 -5 trunks); broad s readin habit; thick branch'incl ISSUE 5 Acer rubrum 'Franksred Red Sunset Ma le 3 -55" 14 -16' -5' 5$5 Sin P le strol ht trunk; dense uniform branchin • matched 16 Acer saccharum 'Le ac ' Leciacy Su or Ma le 5 -5.5" 14 -16' 7 -8' 5� B Sin le strol ht trunk; dense uniform branchincij matched 5 Cercidi h llum jol2onicurn Kotsuratree 2.5 -5" 51 -10 4 -5' E345 Sin le or Multi-trunk; hoolthq branchin • dense root mass Q Z V �J > ` t1j II Cr tomeria 'a onico ' Yoshino' Yoshino Cryptornerig 3 -5.5" q -10' 4 -5' 545 Full to ground; dense fol[acic;stralciht, ticihtlw gruned pgromicicil form LU Iiu W V 211 Ilex x 'Nellie R. Stevens' Nellie R. Stevens Holl 2 -2.5" 7 -5' 5 -4' BaB Full to round; dense folio e• etroicl ht tic-lhtlq Rruned pqromidol form > 10 Laciarstroemia x 'Natchez' Natchez Crape, Myrtle- 2.5 -5" 151-10' 5 -6' 5$5 5tondard trai ht trunk; branchin be ins at 4'• balanced head 5 La erstroemia x 'Tuske ee' Tuske ee Gra e M rtie 2 -2.5" q -10' 6 -7' 54B Multi -trunk (5 -5 trunks); well runed (no strai (pht -whi trunks) i3 macinolici x soulon iana 'Alexandrine' Alexandrina Saucer Ma nolia 2 -2.5" 5-51' 5 -6' B &B Multi -trunk (5 -5 trunks); dense uniform branr,hincl SCALE 1'I -30' 5 Metase uoia plyptostroboldes Dawn Redwood 5 -5.5" 8 -10' 4 -5' B4 E3 5incile straight trunk; dense uniform branchin ; matched 10 Ficea Runcions v.. 1aUGa Colorado Blue Spruce 3 -3.5" ci -10' 4 -5' B &B Full to round• dense folio e• stroi ht tiphtlq pruned pqramidal form 15 Quercus olustris Fin Oak 3 -5.5" 14 -16' 7 -8' BaB Sincile strai ht trunk; dense uniform bran-chin ; matched 17 Ouercus phcllc5 Willow Oak 5 -5.5" 14 -16' 7 -5' B4S Single. strai ht trunk; dense uniform branchin matched 5 Ouercus rubra Northern Red Oak 3 -5.5" 14 -16' 7 -5' BaB Sin le strci ht trunk; dense, uniform branchin ; matched b Ulmus earvifolia 'Emer 11' Allee Elm 5 -3.5" 16 -18' 7 -8' B &B 51 n le strai ht trunk; brorchinci be ins above 6'• dense branching 3 Buddieia davidii 'Black Kni ht' Black Kni ht Butterfly-bush 24 -50' 15 -24" 5 cial Dense branchin well rooted in pot; self 15 porting stems 3 Buddleia davidii 'White Profusion' White Profusion Butterf I -bush 50 -36 18 -24" 5 qal Dense branchin • well rooted in Rot; self svpecrting stems 13 Buxus micro h Ila 'Winter reen' Wintergreen Boxwood 12 -15" 12 -15" 5001 Dense form• ood color; well rooted in of 150 Ce halotaxus horrin tonic 'Prostrota' Prostrate Plum Yew 6 -q" q -12" I clol Dense form ood color; well rooted in of 7 Euon mus alotus 'Com actus' Dwarf Burninci Bush 18 -24" 15 -IS" 3 al Dense branchin well rooted in pot; self rupportincl stems 25 H dran ea orborescens 'Annabelle' Annabelle H dran ea IB -18" I5 -I15" 3 al Dc;nse branchin • well rooted in ot• self su'p'portincl stems 12 H dran ea paniculoto 'Grandiflora' Fcc5cc H dran ea 12 -15" 15 -IS" 5 pol Dense branchin • well rooted in 12ot; self supportincl stems 104 Ilex crenate 'Green Lustre' Creen Lustre Holl q -12" q -12" 2 ciol Dense form ood color; well rooted in pot 265 Ilex c1lobro W ra' Nigro Inkberr 12 -15" cl-12" 2001 Dense form• ood color; well rooted in I got 505 Itea vir pica Virciinla Sweets ire 18 -24" 12 -15" 3 pol Dense branchin • well rooted in pot; self 5upportincl stems 125 Juni erus chinensis 'Sea Green' Sea Creen Juni er l$ - %" 15-19' 5 e0l Dense form• ood color; well rooted in got 52 Nandina domestica 'Gulf Stream' Gulf Stream Nandina 1 -12" 11-12" 2 of Dense form ood color- well rooted in of 45 Frunus laurocerasys 'Otto Lv ken' Otto LuLAken Laurel 12 -15" q -12" 3 Pal Dense form ; pood color; well rooted in got 151-1 Rosa x 'Knockout' Knockout Rose 15 -IS" 18 -24" 3 al F01 to round• dense branchin self -su ortin sturd stems 12 Viburnum licatum v. tomentosum 'Marie ii' Mariesi Doublefile Viburnum 5 -4' 50 -56' 545 /cont 5 stems min.; dense branchin ; aclf-evpportinp, eturdq stems 155 Juni erus horizontalis 'Bar Harbor' Bar Harbor Juniper 6 -ci" 12 -15" I cial All plo sts from one source Ing 1thq color; uniform branchin 645 Lirio e muscari 'Biq Blue' Bici Blue Lirio e 2.25 pot Full in of ; pood color; dense foliapic mass 125 Seasonal Color 2.25" of Full in ot• free of rot $ disease 40150 GRASS Sod Certified ure• free of weeds• pood color 0 w U w v7 J Q z LU z 0 z W 0 w Q 0 (D z z a J 0 W-1 U w H U Q w U c� d 1P 0 r 6 EXECUTIVE PARK DR C STE 300 ATLANTA C GEORGIA 30329 P 404 1 248 11960 F 404 124811092 EMAIL hgor@ hgor.com www.hgor.com REVISIONS NO. DATE ISSUE 0 In o5 A 0 0 A 0 Q Z V �J > ` t1j LU w o U > 7- U ry LU Iiu W V ,Q iCL Z W Z (f) o .j w 0 V) t r% W > LL LL_ W Z QL o Z LU __04 Q TITLE LANDSCAPE DETAILS DATE 03 -15 -05 JOB No. 04268 DWG FILE 04268LD1 DRAWN BY MPs CHECKED MGH SCALE 1'I -30' SHEET LS-6 OF 6F.4 W a r'1 LIM x v z z O U C/) z O U De O w LO w J w Ce I ALLURE General: The cast louvers on the Allure Bollard provide excellent downward light o r - rl as '�� ■ \'''/III ■ \� %iI ■L�''Jr ■Ih!�II■ ■1� ■.�il� ■�i ■i�A� 220I240.50H = 220I240V, 50HZ (HID unlw sty) 347V = 34T Van (Rev HID or higher unit mry) ELB = Electronic Ballast (HID undo) AR,e7m4H• And 7GHPS• Ardso2CFL' Aind- H T04V Metlwm Base kN 70W Medum Base Hno Compact F umexeM anon t wtw 5� � Wmans T400 o rvEMA 15Yp. MH u Ina, Top 5 1. ' In- Top stv. r Lumen Mserl TOp ObN d p ry Too Style ORDERING INFORMATION OPTIONS DIAMETER WPRI LEN8 VOLTAGEE�HT FINISH SERIES MOUNT TYPE TOP$I Example AI ® H�DL M P EI N++3I a.q -® AN 6 B SD Ga 2zaz40 -sOH 30 70tH C 34th WHT t00M D ELB VGN S F CRY 7-PS OIL 100HPS CC L- Teo s - e-eveI ed r v C= [Noe Top D = Dame Top F = Flat Top HelaM iaa-d..e..m 30" = 30 "Cv,,U Height 'nigh lows as "e..m su Z = Bronze WHT = White VGN = Verde Green GRY = Grey SIL =SiNer M = Custom C.1- (�wamaaYl L✓ i Caplugrvum,ai KA It no. 1192040902 Io L /TH®N /A L /G.',/T/NGe KAD 400M R3 TB LPII DDB Nines M R FEATURES & SPECIFICATIONS HaroN GARDEN wN.PANTOVS $� A °I It1TEHDE0 USE - Ideal to PlIhIg areas, sveat lighting. wal'asvaye and car less. Soft Square Lighting CONSTRUCTION - Rugged, die -can, sett uo,nen aluminum housing wlt ®® ■ \AD CON nominal wall thnodded Exnudea 4" soh enrner arm for pole to wall x stantlartl. Gi=-taat dew M1em. has hnpact- n.aic[nrt, ,¢loomed, el. sstmns that is (ally gasketed with on To- lobular silicone, i FINISH - Stenddd Gnian is dark bronze IDD81 polyester to.der nniah, wnh METAL HALIDE lone arch! <ecwrnl colas avaimhle. z y DPTICAL SYSTEM - Anodized, aluminum Illinlmmad "'I I", TES fah 100WV, 150W, 175W, 2UIIW, e In", IIII one R2 la, undo d, R3 lasymm.noi. R4 Oonheld throw) 25111W, 320W, 350W, WON! and RSS 1¢puarel. iGOh- 1.rmanca onodirod, aegmented .luminum 20' to 35' Mounting rolectlos TES full cumin distributions SRI (asymm =tnol, SR3 hioun -eaicl and SR 45C dom.ld dhow, shnr, cu[oGr. Segmented reflation, arath with ool -less fasteners and on. rulallul. and in mthaotiable. a. ELECTRICAL SYSTEM - High reactant., high power facto, ballast for n : on a trave 0W. C,netant -womge aumtron.f.hen, for 175 -40OW. Super CWA PIII. Stan ballan ,.guyed le, 20M, MOW and MM Imuat order SOMA Gpdcnl Ballast is cnpp,. - uxnd and IGO% I,...d. Porcelain. Saand6rd07mo der... herizumal, pe,idon- oiented, socket wit topper alloy, nickel - Glared screw EPA: 1.2he 7 -110' shell and clone, contact Medium -base sockm u.ed unt Row S 15GW1 Weigh[: 41 Ibs 115fi kgl 115.1 tml mogul -haae aoeket wed with 175 -4GOW. UL tided ISCOW.00V. Length: IT -ITT 140.5 9) LISTING �- JL listed IatnndRdL CS'A Certified Ise= Opnonal. UL III Inn Width : 117-1c (44.5 1 wet locatons. mss rated in actmdanta with .tandem IEC Szs. .earn: 7- 1!5118.1 cmi I- 4' Il -1/2' -- 00.2 -1 (451.1 Getna9 Nvmb.i KA at no. 1192040902 I_® L /THON /A L /GHT /NG KAD 400M R3 TB LPI DDB Notes iVpa OGnp FEATURES &SPECIFICATIONS HILTON GARDEN INN- PANTOPS- WIN 4gtBGDEGREES SIT ° °'n oath 5 INTENDED USE Wall i p n.,$,o,g ana, ateet II g m Mways and or CONSTRUCTION 11.9%.d. d' h k it p 'h III nomad wall tR k E n e d 4 oh 11, p l U anti'. lhand.rd. 0 d el (-am. hunt lop.0-linito P d. glass here that' t 11, A k d M D I l I FINISH Standard fin Ch's dark brp•ize DDBI polyester powdee foul wit one, rchitecturai tolora avaiiahle. OPTICAL SYSTEM - Anodised, alun oum hy'draful sefeton : HIS full mop dlarlbill, R2 (oveduatncl, R3 lasymmetht6 R4 (forward III and RSS Eluuarel. VIigF.- pndormancv ,nodded, aegmented aluminum reHedors IES full cutoh distribution, SRI lasymmavil), SRI lasymmatdcl and SR4SC flloward throw. feet, a:oR1. Segmented r.Gacrosa attach with on.lea. fasteners antl onhabl, and intar-ngabla. ELECTRICAL SYSTEM - High reactmce, high power fad., ballast fer 1G0W1150w Conatant-wanage autonansf,hoer tot :75- al(K)w Super CWA Pulse Stan ballad required I. 20OW, NOW and 3W I.- order SCWA nano 1, Ballast is copper -wound and I- mam11nned. Pnrpelain, horizontal, pp M. - oriented, sock.[ with copper Ide. , niskal -plated screw .hail and came, tgntact Medium -base sockut used wit 1COW IS I'M' magus -base socks used with 175-0OGW. UL !!load I50AW -60W. LISTING UL Liatnd 6t.ndazdl, CSA Certified la.. Optional. UL octal in, And, luldions. II rated in accordance with standard OEC SUL "I"Have Cutoff Lighting coraTOUR KAD rJ \�� ■■ METAL �i_'�J Z DOW, ISOW 175W, 20OWr HALIDE r"rMMME Staluad.1dDler-Inder _T_ Lang. 17.11TAG-) palliator ■ fA L/TNON /A ",&AMNG FEATURES & SPECIFICATIONS conaTRUCTION Weldable - tined¢. hot rolled, commercial - quality carbon steel mbing with um yield of MAN psi (11 gauge). MOOD psi p- gauge). load t, knoto of 125 AK St n , 11 loll-PI111 ih a lOraindu l IJ U H ry d wnh flat 111 II d' and ext,itant toraw. A T d than w,dth, are 4', 5' ..d 1. Anchor base is -al red t m hot-, II d carbon steel plate that meet ce.da . minimum vela an.ngdi o1 .,Me psi. Tae anchor base he prwidaa with slotted holel . sea. cwer is fmlahad to match pole. A handhole having nominal dimensions of Tx T for all shaft. Included is wit attachment screws. Top c.a providea with all dnllmaum point. Fasenen, are high - strength polarized zinc ported or stainless steel. FINISH -. 0ark bronze 10051 polyester powder standard. Other erchitat- unol colors available GRDU D)l G A nut holds, located immediotey hold, the handhole rim Is provide° with a IlT - 13 UNC ground bolt and not ANCHOR 6oLTS - Top protion of anchor ben is g.NOnO.a par AST. A- IM, Mad. of Ran] rod hewn, a minimum yield strength of 51 psi. q Guli alln- �� ItlI s Plan View Seek 1 "=60' ca,nla, rvnmae KAO R 'To. n.. 1191170101 I, L /Tit ®N /A L /GHT /NG� KAD 400M SR45C TB LPI DDB �? Nmar Tyne FEATURES & SPECIFICATIONS HILTON GARDEN INN- PA.,.ES Sg n r. INTENDED USE - ideal for parking areas, ¢real lighting. walkways and car << lot. CONSTRUCTION - RugA.d, die-cad, sxt carne, aluminum housing With Soft Square Cutoff Lighting 4.12' nominal wall thickness. Extended C taN comer .,m tar ode qr wall ® S song I. und.rd. De oast dom frame f as hnpact re¢ dent tempo eel glass Inns tat is fully altered wnh one piece tubut., sdwone KAD FINISH Standard "o sh's dark bro•izI IDDBI po yecter powder loth, With k mho, a,oriormnl toms avrlhm METAL HALIDE a ; OPTICAL SYSTEM - Alo died aiutnum hidrdmmed reralit IES full 100 W, 15OW, 175W, 200W, ° mcfl dinroodons R2 Huymmerl.L R3 lamema otl, R4 (N-ni nit-) 250W, 320W. 350W, 4ro0W aaa and HIS Go.arel. High parfix a co anodized. aegmented aluminum 2D' to 35 Mounting a mflettms IES full cutoff dietribution. 5112 laaymmenicl, SRI laaymmenicl u t z e e s e and SRISC tiorwaed ahmw, sharp Collett Segmented ,¢Hectors atach wit 1 late fasteners and are roatable and ininthanpable. ELECTRICAL SYSTEM - High reactance, high power iador baliast for 4dow Al.on �Hele.a re- a Laded 1 luemen., ROWIISOW. Condom -w iGO. auhan.on -an for 115.40al Super MA e . D,nn non ry'p. iv, mrt Pelee San oult n required for 2COW, 3 and 35CW (court order SGWA .pd.nl. Balue, ve copper -wound and lap,$ facmry- tested. Pgrcelain, Standard Dimtnsipna hunt"otat, ?a¢aipn- oriented, sockut wit copper alloy, nickel -pentad .craw - - -- EPA: t.lhz ah.0 and I umd Medium -base eUL II used wMi IGGW a 15thN. -118' mogul -haae socket used with 125- /IHNJ. UL tided ISOOW -63GV. WeignT. 41 Ibs (1gs all 118! ,hale Length: 17.1? 144.5 cml ..'Re io e. listed lad in sal. GSA do ,, Afthd tune ed! IEC. UL listed for _. -.. wm locations. IP65 rated in accgrdance with sdndmd IEC 529. Width: Iml Depth: 7-lAr ban c.) P-.' -} -, -I ' 110.2 tell 1415 5 1. cm1 Gaealag Rem.., SSS 20 4C DM19 DDB BC N.ns -177;S a - DRILLED FOR 1 . 90 DEGREES •I `S2 Anchor Base Poles SSS SQUARE STRAIGHT STEEL SSS Square Straight Steel Poles 1' 1 for pathway lighting. Housing: Cast aluminum tops, lamp chamber, base, etc. Bollard tube from FEATURES & SPECIFICATIONS CONSTRUCTION P/0 T extruded aluminum. All hardware is #713- 1J I minimum yield of SSAal psi 111 9.19¢1, 9,000 psi P- geogel. Unicorn.. stainless steel. wall thickn.ss of .125' or,IBr. Shahs are one -pill, with a longitudinal Lens: Opal glass lens is standard. a mall corner mtlii antl excellent torsion. Availzbla shah wiuUH. are P, T antl 5'. Lamps: Accepts up to 10OW MH and =mpw,m.a.Jrvpa HIPS ED -17 lamps, 26-42W Compact SoMH =50W Mehl Halide (ED17) Pwided wM slotted notes. Stet cwer is Goisbbd to match pole. fluorescent lamps, up to 10OW TOMH =] OW Metal Halide (ED17) incandescent lamps and 55W induction 100MH= 100W Metal Halide (ED17) so lamp system. SoHPS = sow High Pressure Sodium GDn) TOHNS = 70W High Pressure Sodium (ED17) Ballast: Integral ballast mounted to lolxiPS= 1DOW High Pieaeore SOdlum (EOti) eu l colors available. lamp/socket plate for easy maintenance. INC = maarw eRs., (mow m. =) Dome To Cone To Top p SOW HID units standard With dual volt 26CFL=2GYVCompad Fluorescent ANCHOR DOLTS -- Top pleaon of anchor bola it geonhol.d per ASTM A. (120127th) 60HZ ballast; TOW and 32CFL=32W Compact Fluorescent higher units standard with quad volt 42CFL =42W Compact Fluorescent (1201208/240i277V) 60HZ ballast; 55k = 55W Induction Lamp system Compact fluorescent units standard with . IYS'�11111��Illlil{� universal 120 -27th 5D /60HZ electronic 1MUDYDs ballast; induction lamp units provided s = BI Flat Top Beveled Top with 120V system generator. 1P1 -99 NSfi103,11 -A ®��' Finish: Textured polyester powder coat finish. Black standard. Bronze, gray, ®��m�m White, silver, and verde green Option available. For custom colors, please contact factory. FR}y��,��E}�m� c Gaskets: EPDM gaskets are standard. e Dimensions: Available in 6" diameter. - - - -- 42" height Is standard; 3W height option available. Tops: Four top styles available: beveled, A cone, dome and flat. 7 Mounting: Mount the fixture using the provided mounting template and 1/2" anchor bolt kit (4 bolts). Listings: UL Listed 1570, 1571 and a@- 1572 for Wet Locations and suitable far ---- vw•neo mm1 mounting within 4'of ground. Indooricutdoor listed for use in Canada. o r - rl as '�� ■ \'''/III ■ \� %iI ■L�''Jr ■Ih!�II■ ■1� ■.�il� ■�i ■i�A� 220I240.50H = 220I240V, 50HZ (HID unlw sty) 347V = 34T Van (Rev HID or higher unit mry) ELB = Electronic Ballast (HID undo) AR,e7m4H• And 7GHPS• Ardso2CFL' Aind- H T04V Metlwm Base kN 70W Medum Base Hno Compact F umexeM anon t wtw 5� � Wmans T400 o rvEMA 15Yp. MH u Ina, Top 5 1. ' In- Top stv. r Lumen Mserl TOp ObN d p ry Too Style ORDERING INFORMATION OPTIONS DIAMETER WPRI LEN8 VOLTAGEE�HT FINISH SERIES MOUNT TYPE TOP$I Example AI ® H�DL M P EI N++3I a.q -® AN 6 B SD Ga 2zaz40 -sOH 30 70tH C 34th WHT t00M D ELB VGN S F CRY 7-PS OIL 100HPS CC L- Teo s - e-eveI ed r v C= [Noe Top D = Dame Top F = Flat Top HelaM iaa-d..e..m 30" = 30 "Cv,,U Height 'nigh lows as "e..m su Z = Bronze WHT = White VGN = Verde Green GRY = Grey SIL =SiNer M = Custom C.1- (�wamaaYl L✓ i Caplugrvum,ai KA It no. 1192040902 Io L /TH®N /A L /G.',/T/NGe KAD 400M R3 TB LPII DDB Nines M R FEATURES & SPECIFICATIONS HaroN GARDEN wN.PANTOVS $� A °I It1TEHDE0 USE - Ideal to PlIhIg areas, sveat lighting. wal'asvaye and car less. Soft Square Lighting CONSTRUCTION - Rugged, die -can, sett uo,nen aluminum housing wlt ®® ■ \AD CON nominal wall thnodded Exnudea 4" soh enrner arm for pole to wall x stantlartl. Gi=-taat dew M1em. has hnpact- n.aic[nrt, ,¢loomed, el. sstmns that is (ally gasketed with on To- lobular silicone, i FINISH - Stenddd Gnian is dark bronze IDD81 polyester to.der nniah, wnh METAL HALIDE lone arch! <ecwrnl colas avaimhle. z y DPTICAL SYSTEM - Anodized, aluminum Illinlmmad "'I I", TES fah 100WV, 150W, 175W, 2UIIW, e In", IIII one R2 la, undo d, R3 lasymm.noi. R4 Oonheld throw) 25111W, 320W, 350W, WON! and RSS 1¢puarel. iGOh- 1.rmanca onodirod, aegmented .luminum 20' to 35' Mounting rolectlos TES full cumin distributions SRI (asymm =tnol, SR3 hioun -eaicl and SR 45C dom.ld dhow, shnr, cu[oGr. Segmented reflation, arath with ool -less fasteners and on. rulallul. and in mthaotiable. a. ELECTRICAL SYSTEM - High reactant., high power facto, ballast for n : on a trave 0W. C,netant -womge aumtron.f.hen, for 175 -40OW. Super CWA PIII. Stan ballan ,.guyed le, 20M, MOW and MM Imuat order SOMA Gpdcnl Ballast is cnpp,. - uxnd and IGO% I,...d. Porcelain. Saand6rd07mo der... herizumal, pe,idon- oiented, socket wit topper alloy, nickel - Glared screw EPA: 1.2he 7 -110' shell and clone, contact Medium -base sockm u.ed unt Row S 15GW1 Weigh[: 41 Ibs 115fi kgl 115.1 tml mogul -haae aoeket wed with 175 -4GOW. UL tided ISCOW.00V. Length: IT -ITT 140.5 9) LISTING �- JL listed IatnndRdL CS'A Certified Ise= Opnonal. UL III Inn Width : 117-1c (44.5 1 wet locatons. mss rated in actmdanta with .tandem IEC Szs. .earn: 7- 1!5118.1 cmi I- 4' Il -1/2' -- 00.2 -1 (451.1 Getna9 Nvmb.i KA at no. 1192040902 I_® L /THON /A L /GHT /NG KAD 400M R3 TB LPI DDB Notes iVpa OGnp FEATURES &SPECIFICATIONS HILTON GARDEN INN- PANTOPS- WIN 4gtBGDEGREES SIT ° °'n oath 5 INTENDED USE Wall i p n.,$,o,g ana, ateet II g m Mways and or CONSTRUCTION 11.9%.d. d' h k it p 'h III nomad wall tR k E n e d 4 oh 11, p l U anti'. lhand.rd. 0 d el (-am. hunt lop.0-linito P d. glass here that' t 11, A k d M D I l I FINISH Standard fin Ch's dark brp•ize DDBI polyester powdee foul wit one, rchitecturai tolora avaiiahle. OPTICAL SYSTEM - Anodised, alun oum hy'draful sefeton : HIS full mop dlarlbill, R2 (oveduatncl, R3 lasymmetht6 R4 (forward III and RSS Eluuarel. VIigF.- pndormancv ,nodded, aegmented aluminum reHedors IES full cutoh distribution, SRI lasymmavil), SRI lasymmatdcl and SR4SC flloward throw. feet, a:oR1. Segmented r.Gacrosa attach with on.lea. fasteners antl onhabl, and intar-ngabla. ELECTRICAL SYSTEM - High reactmce, high power fad., ballast fer 1G0W1150w Conatant-wanage autonansf,hoer tot :75- al(K)w Super CWA Pulse Stan ballad required I. 20OW, NOW and 3W I.- order SCWA nano 1, Ballast is copper -wound and I- mam11nned. Pnrpelain, horizontal, pp M. - oriented, sock.[ with copper Ide. , niskal -plated screw .hail and came, tgntact Medium -base sockut used wit 1COW IS I'M' magus -base socks used with 175-0OGW. UL !!load I50AW -60W. LISTING UL Liatnd 6t.ndazdl, CSA Certified la.. Optional. UL octal in, And, luldions. II rated in accordance with standard OEC SUL "I"Have Cutoff Lighting coraTOUR KAD rJ \�� ■■ METAL �i_'�J Z DOW, ISOW 175W, 20OWr HALIDE r"rMMME Staluad.1dDler-Inder _T_ Lang. 17.11TAG-) palliator ■ fA L/TNON /A ",&AMNG FEATURES & SPECIFICATIONS conaTRUCTION Weldable - tined¢. hot rolled, commercial - quality carbon steel mbing with um yield of MAN psi (11 gauge). MOOD psi p- gauge). load t, knoto of 125 AK St n , 11 loll-PI111 ih a lOraindu l IJ U H ry d wnh flat 111 II d' and ext,itant toraw. A T d than w,dth, are 4', 5' ..d 1. Anchor base is -al red t m hot-, II d carbon steel plate that meet ce.da . minimum vela an.ngdi o1 .,Me psi. Tae anchor base he prwidaa with slotted holel . sea. cwer is fmlahad to match pole. A handhole having nominal dimensions of Tx T for all shaft. Included is wit attachment screws. Top c.a providea with all dnllmaum point. Fasenen, are high - strength polarized zinc ported or stainless steel. FINISH -. 0ark bronze 10051 polyester powder standard. Other erchitat- unol colors available GRDU D)l G A nut holds, located immediotey hold, the handhole rim Is provide° with a IlT - 13 UNC ground bolt and not ANCHOR 6oLTS - Top protion of anchor ben is g.NOnO.a par AST. A- IM, Mad. of Ran] rod hewn, a minimum yield strength of 51 psi. q Guli alln- �� ItlI s Plan View Seek 1 "=60' ca,nla, rvnmae KAO R 'To. n.. 1191170101 I, L /Tit ®N /A L /GHT /NG� KAD 400M SR45C TB LPI DDB �? Nmar Tyne FEATURES & SPECIFICATIONS HILTON GARDEN INN- PA.,.ES Sg n r. INTENDED USE - ideal for parking areas, ¢real lighting. walkways and car << lot. CONSTRUCTION - RugA.d, die-cad, sxt carne, aluminum housing With Soft Square Cutoff Lighting 4.12' nominal wall thickness. Extended C taN comer .,m tar ode qr wall ® S song I. und.rd. De oast dom frame f as hnpact re¢ dent tempo eel glass Inns tat is fully altered wnh one piece tubut., sdwone KAD FINISH Standard "o sh's dark bro•izI IDDBI po yecter powder loth, With k mho, a,oriormnl toms avrlhm METAL HALIDE a ; OPTICAL SYSTEM - Alo died aiutnum hidrdmmed reralit IES full 100 W, 15OW, 175W, 200W, ° mcfl dinroodons R2 Huymmerl.L R3 lamema otl, R4 (N-ni nit-) 250W, 320W. 350W, 4ro0W aaa and HIS Go.arel. High parfix a co anodized. aegmented aluminum 2D' to 35 Mounting a mflettms IES full cutoff dietribution. 5112 laaymmenicl, SRI laaymmenicl u t z e e s e and SRISC tiorwaed ahmw, sharp Collett Segmented ,¢Hectors atach wit 1 late fasteners and are roatable and ininthanpable. ELECTRICAL SYSTEM - High reactance, high power iador baliast for 4dow Al.on �Hele.a re- a Laded 1 luemen., ROWIISOW. Condom -w iGO. auhan.on -an for 115.40al Super MA e . D,nn non ry'p. iv, mrt Pelee San oult n required for 2COW, 3 and 35CW (court order SGWA .pd.nl. Balue, ve copper -wound and lap,$ facmry- tested. Pgrcelain, Standard Dimtnsipna hunt"otat, ?a¢aipn- oriented, sockut wit copper alloy, nickel -pentad .craw - - -- EPA: t.lhz ah.0 and I umd Medium -base eUL II used wMi IGGW a 15thN. -118' mogul -haae socket used with 125- /IHNJ. UL tided ISOOW -63GV. WeignT. 41 Ibs (1gs all 118! ,hale Length: 17.1? 144.5 cml ..'Re io e. listed lad in sal. GSA do ,, Afthd tune ed! IEC. UL listed for _. -.. wm locations. IP65 rated in accgrdance with sdndmd IEC 529. Width: Iml Depth: 7-lAr ban c.) P-.' -} -, -I ' 110.2 tell 1415 5 1. cm1 Gaealag Rem.., SSS 20 4C DM19 DDB BC N.ns -177;S a - DRILLED FOR 1 . 90 DEGREES •I `S2 Anchor Base Poles SSS SQUARE STRAIGHT STEEL SSS Square Straight Steel Poles 1' 1 LRWUN /A AIIII N6 FEATURES & SPECIFICATIONS CONSTRUCTION P/0 T NJeltlable- grade. hot - rolled, commercial -quHiy carbon Intel tubing with #713- 1J I minimum yield of SSAal psi 111 9.19¢1, 9,000 psi P- geogel. Unicorn.. wall thickn.ss of .125' or,IBr. Shahs are one -pill, with a longitudinal at. oil rasielence well. Uefmmly square in cross - radian with flat °idea, a mall corner mtlii antl excellent torsion. Availzbla shah wiuUH. are P, T antl 5'. Anchor best i, retreated from hot - rolled carbon steel plate that meets ca=ds a minimum yieltl svengtli of MOOORIL The anchor be,, is Pwided wM slotted notes. Stet cwer is Goisbbd to match pole. \ A handhole having nominal dimensions of 3' x 5' for'it In ha. Included is _nova, with . -totem draws. To, an "Aided wbn all drol+noum poles. Fasteners ere high -'e"On galvanized Hot -plamd or aalnlq =.s steel. FINISH - Dark bronze IU051 ,olyaatar powder Verdant. Other arcnitec- eu l colors available. GROUNDING -- A nut hold,, blared immediatery hall the handhole rim is uIvided wit a IIT -13 LING gmuntl bolt an, no, ANCHOR DOLTS -- Top pleaon of anchor bola it geonhol.d per ASTM A. No. Made d anal rod hell a minimum Yield le,l of 55,CM psi. . IYS'�11111��Illlil{� ®IIIi��®� ®��' ®��m�m FR}y��,��E}�m� PROVIDE ELECTRICAL CONNECTIONS TO ALL SITE LIGHTS, OUTDOOR SIGN, IRRIGATION PUMP, BUILDING ACCENT LIGHTING AND SPRINKLER/WATER TAMPER VALVES. O / /IN LRWUN /A AIIII N6 FEATURES & SPECIFICATIONS CONSTRUCTION P/0 T NJeltlable- grade. hot - rolled, commercial -quHiy carbon Intel tubing with #713- 1J I minimum yield of SSAal psi 111 9.19¢1, 9,000 psi P- geogel. Unicorn.. wall thickn.ss of .125' or,IBr. Shahs are one -pill, with a longitudinal at. oil rasielence well. Uefmmly square in cross - radian with flat °idea, a mall corner mtlii antl excellent torsion. Availzbla shah wiuUH. are P, T antl 5'. Anchor best i, retreated from hot - rolled carbon steel plate that meets ca=ds a minimum yieltl svengtli of MOOORIL The anchor be,, is Pwided wM slotted notes. Stet cwer is Goisbbd to match pole. \ A handhole having nominal dimensions of 3' x 5' for'it In ha. Included is _nova, with . -totem draws. To, an "Aided wbn all drol+noum poles. Fasteners ere high -'e"On galvanized Hot -plamd or aalnlq =.s steel. FINISH - Dark bronze IU051 ,olyaatar powder Verdant. Other arcnitec- eu l colors available. GROUNDING -- A nut hold,, blared immediatery hall the handhole rim is uIvided wit a IIT -13 LING gmuntl bolt an, no, ANCHOR DOLTS -- Top pleaon of anchor bola it geonhol.d per ASTM A. No. Made d anal rod hell a minimum Yield le,l of 55,CM psi. SSS Square Straight Steel Poles �naa, Raman, SSS 28 41- O11128 DDB BC Nd.. DRILLED F0R2 og DEGREE3 HT-SiT Anchor Bess Poles SSS SQUARE STRAIGHT STEEL TECHNICAL INFORMATION HS ENGINEERING, INC. NXPJLR. EXNNo. 479 Soulhlake Boulevard Richmond, VA 25236 (804) 594 -7210 W M It n N U o a I- LL QQ x 0 ClWL� co Y Q Q =)J ` s d Z J N �)2 Lt, an Q - 'M W a Ur .- � B!I 0 w �.y U �I ^a LL > ,.� Z LJ �y ~NI O J P" W LLI w LL R Poll � W I- x Wo w� WQ W= IL I- -' z U I�^ L� L� U W W W v J 2005 DATE Sheet E-10 File Number 2160HPGP _77 - - -- c`f 'MS �r p r. <x ri ALL FOOT CANDLE LEVELS ARE INITIAL AT GROUND LEVEL BEING CALCULATED WITH A LLF OF 1.00 e . f K OE ND f' A ,&F-91 QW) aloe m LUMINAIRE SCHEDULE Refiectances Name Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts Avg /Min HILTON GARDEN INN- PANTOPS + LITHONIA KAD DIE -CAST CUTOFF 400 WATT METAL 92040902.IES 32000 1.00 455 PARKING LOTS ONLY S1 5 400M R3 -MT -LPI LUMINAIRE HALIDE 1:8:1 PROPERTY LINE • 0.1 fc 0.5 fc DDB MOUNTED N/A N / A REAR PATIO - 2.4 fc 13:4 fc 0.0 fc ON 20' SSS -20 -4- N / A SIDE PATIO 0.0 2.9 fc 6.7 fc 0.8 fc 8.4:1 DM19 DDB BP WEST ENTRANCE ROAD - 2.8 fc 9.3 fc 0.3 fc 31.0:1 9.5:1 POLE S2 1494.7 _ r� • ' ZME S1 LITHONIA TWIN DIE -CAST CUTOFF 400 WATT METAL 92040902.IES 32000 1.00 910 S1 SIT 6 KAD 400M R3 -MT- LUMINAIRE HALIDE S1 1289.9 444.0 25.0 0.0 LPI -DDB SIT 1077.7 577.8 25.0 0.0 c S2 MOUNTED ON 20' 492.2 25.0 \� y 15 S2 1062.3 508.7 SSS- 20- 4- DM2180 0.0 16 S2 1015.7 �� 25.0 ii DDB BC POLE r� 938.5 1053.5 25.0 0.0 18 S2 LITHONIA KAD AREA LIGHT WITH HIGH ONE 400 -WATT CLEAR Itl9477.ies 32000 1.00 462 S2 S2 28 400M SR4SC -MT- PERFORMANCE SR4SC ED -28 METAL HALIDE, S2 991.0 801.5 25.0 0.0 LPI DDB OPTICS, CLEAR FLAT HORIZONTAL POSITION. 746.4 25.0 0.0 22 S2 MOUNTED ON 20' GLASS. 25.0 0.0 23 S2 1 049.5 624.1 SSS- 20 -4 -DM 19- 0.0 24 S2 1022.9 546.7 25.0 0.0 DDB-BC POLE S2 1096.8 493.7 25.0 0.0 BOL 25 Phoenix Intrigue 100 WATT METAL 1 -MVR 100 6b2h100.ies 90001 1.00 129 jW 1353.9 483.6 AR- 6- B- 10OMH -D- HALIDE CUTOFF CAST 28 SIT 1341.7 608.0 25.0 0.0 OL- ELB- 30 -BRZ LOUVER 30" HIGH 1126.2 552.3 25.0 0.0 30 S2 1362.7 BOLLARD 25.0 0.0 31 STATISTICS Refiectances Name Front Back Description Symbol Avg Max Min Max/Min Avg /Min HILTON GARDEN INN- PANTOPS + 6.5 fc 17.3 fc 0.0 fc N/A N / A PARKING LOTS ONLY 9.5 fc 17.3 fc 5.2 fc 3:3:1 1:8:1 PROPERTY LINE -I- 0.1 fc 0.5 fc 0.0 fc N/A N / A REAR PATIO - 2.4 fc 13:4 fc 0.0 fc N/A N / A SIDE PATIO 0.0 2.9 fc 6.7 fc 0.8 fc 8.4:1 3.6:1 WEST ENTRANCE ROAD - 2.8 fc 9.3 fc 0.3 fc 31.0:1 9.5:1 F!,1111 "g, • 1:0 2.1 '45 7 '1.5 - + '3 S !. x 9� 21 EXIST, SAKE i j5 ' + .3 °7.2 2.2 st ■ X87 r� i M1 ! U'4 1 1% Y a Sn z U SURFACE SCHEDULE Refiectances Name Front Back HILTON GARDEN INN- 10% 10% PANTOPS 565.0 25.0 REAR ENTRANCE 5% 5% Base 5% 5% Wall 5 % 5% Wall 5% 5% Walla 5% 5% Wall 5% 5% Roof 5% 5% 1355.0 706.5 25.0 0.0 6 S2 1388.4 674.5 25.0 0.0 7 S2 1399.0 482.3 25.0 Y 8 S2 1438.6 542.5 25.0 rr 9 S2 1494.7 581.3 r� • �` ' ZME S1 1286.2 494.7 25.0 0.0 11 S1 1186.9 527.1 25.0 0.0 12 S1 1289.9 444.0 25.0 0.0 13 SIT 1077.7 577.8 25.0 0.0 c S2 � • 492.2 25.0 \� y 15 S2 1062.3 508.7 25.0 0.0 16 S2 1015.7 �� 25.0 ii /► r� 938.5 1053.5 25.0 0.0 18 S2 905.5 954.5 EXIST, SAKE i j5 ' + .3 °7.2 2.2 st ■ X87 r� i M1 ! U'4 1 1% Y a Sn z U SURFACE SCHEDULE Refiectances Name Front Back HILTON GARDEN INN- 10% 10% PANTOPS 565.0 25.0 REAR ENTRANCE 5% 5% Base 5% 5% Wall 5 % 5% Wall 5% 5% Walla 5% 5% Wall 5% 5% Roof 5% 5% LUMINAIRE LOCATIONS No. Label Location X Y MH Tilt 1 SIT 1259.0 565.0 25.0 0.0 2 SIT 1291.3 638.4 25.0 0.0 3 SIT 1317.7 550.5 25.0 0.0 4 S2 1270.2 722.5 25.0 0.0 5 S2 1355.0 706.5 25.0 0.0 6 S2 1388.4 674.5 25.0 0.0 7 S2 1399.0 482.3 25.0 0.0 8 S2 1438.6 542.5 25.0 0.0 9 S2 1494.7 581.3 25.0 0.0 10 S1 1286.2 494.7 25.0 0.0 11 S1 1186.9 527.1 25.0 0.0 12 S1 1289.9 444.0 25.0 0.0 13 SIT 1077.7 577.8 25.0 0.0 14 S2 1141.2 492.2 25.0 0.0 15 S2 1062.3 508.7 25.0 0.0 16 S2 1015.7 598.3 25.0 0.0 17 S2 938.5 1053.5 25.0 0.0 18 S2 905.5 954.5 25.0 0.0 19 S2 938.5 867.5 25.0 0.0 20 S2 991.0 801.5 25.0 0.0 21 S1 1062.4 746.4 25.0 0.0 22 S2 1039.0 650.5 25.0 0.0 23 S2 1 049.5 624.1 25.0 0.0 24 S2 1022.9 546.7 25.0 0.0 25 S2 1096.8 493.7 25.0 0.0 26 S2 1364.2 449.3 25.0 0.0 27 S1 1353.9 483.6 25.0 0.0 28 SIT 1341.7 608.0 25.0 0.0 29 SIT 1126.2 552.3 25.0 0.0 30 S2 1362.7 414.9 25.0 0.0 31 S2 1392.5 555.5 25.0 0.0 32 S2 1405.8 592.0 25.0 0.0 33 S2 1318.7 726.9 25.0 0.0 34 S2 1198.5 588.0 25.0 0.0 35 S2 1245.5 688.5 25.0 0.0 36 S2 1220.5 630.0 25.0 0.0 37 S2 1343.9 372.4 25.0 0.0 38 S2 1232.5 658.5 25.0 0.0 39 S2 1409.6 638.0 25.0 0.0 40 BOL 1103.1 392.9 2.5 0.0 41 BOL 1121.2 353.7 2.5 0.0 42 BOL 1106.6 370.1 2.5 0.0 43 BOL 1144.6 381.6 2.5 0.0 44 BOL 1149.3 376.5 2.5 0.0 45 BOL 1155.6 376.5 2.5 0.0 46 BOL 1144.6 357.1 2.5 0.0 47 BOL 1136.5 354.8 2.5 0.0 48 BOL 1146.3 349.3 25 0.0 49 BOL 1139.0 346.6 2.5 00 50 BOL 1183.9 342.2 2 -.5 0.0 51 BOL 1196.2 342.8 2.5 0.0 52 BOL 1204.5 330.5 2.5 0.0 53 BOL 1219.3 315.7 2.5 0.0 54 BOL 1240.2 319.8 2.5 0.0 55 BOL 1247.0 335.8 2.5 0.0 56 BOL 1189,3 363.4 2.5 0.0 57 BOL 1196.7 353.8 2.5 0.0 58 BOL 1207.3 355.3 2.5 0.0 59 BOL 1250.6 465.2 2.5 0.0 60 BOL 1263.9 459.3 2.5 0.0 61 BOL 1266.7 441.0 2.5 0.0 62 BOL 1251.5 430.8 2:5 0.0 63 BOL 1229.9 438.5 2.5 0.0 64 BOL 1238.8 434.6 2.5 0.0 illumination Concepts & Sales,.:. �4 Q Z Z) 0 2 U) n Q O w U J a } in < 0 ::) LLI IL U) O f- W U = ZLLJ � J Z LLJ Q a Z � m W _' Q a a Q Z D J Designer JPM, LC Date MARCH 31, 2005 Scale 1 "= 60' Drawing No. HILTON PANTOPS 1 of 1