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HomeMy WebLinkAboutSDP200000152 Plan - Approved Final Site Plan and Comps. 2001-02-13OWNER / DEVELOPER: Worrell Land & Cattle Company, L.C. Post Office Box 5386 Charlottesville, Virginia- 22905 Phone No..* 804-977---6803 Fax No.: 804-977-6.578 Attn.: Mr. Andrew J. Dracopoli, Y.P. Project Director LEGEND PROPOSED ASPHAL T PAVEMENT EXIST/NG CUL VERT OR STORM SEWER PIPE A DRAINAGE STRUCTURE NUMBER g INDICATES MINIMUM FINISHED BUILDING ELEVATION 1 H4T MIN. F. F. 177.00 CAN BE USED ON A SPECIFIC LOT IN ORDER TO GET BUILDING (S) OR (D ABOVE THE 1% STORM ELEV. OR TO OBTAIN GRAVITY SAN SEWER (S) DENOTES SAN. SEWER (D) DENOTES DRA/NAGE INDICATES LOTS WHICH MUST HAVE DRAINAGE IMPROVEMEN7,S' INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED - FOR THAT LOT. --- REGULAR SEEDED EARTH DITCH WITH DIRECTION OF FLOW CROSS HATCH/NG OF EITHER OF THESE INDICATES THAT PAVED DITCH LINING MAY HE NECESSARY IF SUITABLE VEGETATION CANNOT BE ESTASLISHED /N DITCH LINE. EC2 LINED DITCH WITH SEEDING PAVED LINED DITCH INDICATES DEPTH OF EC -2 OR PAVED DITCH LINING INDICATES DRIVEWAY PIPE SIZE /F GREATER THAN 1'5'" 0—►-- SANITARY SEWER LINE -64�-- WATER LINE 174 PROPOSED FINISHED GRADE CONTOUR ELEVATION E/P DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB FIC DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL FACE CURB) B/C DENOTES BACK OF CURB DENOTES FILL AREA (NO FINISHED CONTOUR SHOWN) --► --�► DEN07FS HOW LOT SHOULD BE GRADED FOR SURFACE DRAINAGE V RI VANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA m PA VEMENT PROPERTY LINE SAN/TARP SEWER WATER LINE POWER LINE TELEPHONE LINE U DENOTES UNDERGROUND OH DENOTES OVERHEAD GAS LINE CULVERT OR STORM SEWER PIPE FIRE HYDRANT BENCH MARK LOCATION EXISTING CONTOUR ELEVATION CLOUD/NG OF TEXT INDICATES REVISION TO PLANS NOTES: v,9�A'q T/CELLO /R4 r VICINITY MAP Scale: I " _ 2000' 1. ALL STORM AND SAN. SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D./. OR M.H.) 2. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY OUAN7777ES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES. =-? TO R/Cy�ONO ENGINEER: Jordan Consulting Engineers, 2540 Professional Road Richmond, Virginia 23,035 Phone :272-7009 Fax No. :272- 7088 E -Mail : JORCEoPA OL. COM INDEX SHEET NO. TITLE 2 OF 11 GENERAL NOTES & TYPICAL DETAILS 3 OF 11 OVERALL S/TE LOCATION PLAN 4 OF 11 EROS/ON CONTROL PLAN do DETAILS 5 OF 11 OVERALL LAYOUT & UTILITY PLAN 6,7 OF 11 LAYOUT & U77LITY PLAN 8, 9 OF 11 GRADING & DRAINAGE PLAN 10 OF 11 DRAINAGE PROFILE SHEET 11 OF 11 DRAINAGE ANAL PSIS SHEET �, >N1,TH op r o � v M.M. MILLS III a Reg. No. 1,g&- 044J ORIGINAL PLAN 11/3%0 REVISIONS 01/15/01 PLMN/NG DEPARTMENT -, ENGINEERING DEPAR i FIRE nml',''IAL '40� A. C.S.A. - 1/2 0 �,- -, S N" V.D.O. T. ' BLDG. OFFICIAL BLDG. CODE & ZONING P. C (County of Qftm--r Dapartraent (0 R' ,nninr r4 61 m GENERAL NOTES GENERAL WATER & SEWER CONDITIONS 1. EXISTING UTILITIES 1. WORK SHALL BE SUBJECT TO INSPECT/ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE THE LOCATION OF EXISTING SEWER, WATER, POWER, GAS, TELEPHONE, AND CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE OTHER UTIL177ES AND STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH, START OF THE WORK ALONG AND WITHIN THE LIMITS OF THE PROPOSED WORK ARE NOT NECESSARILY 2 THE LOCATON OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONL Y APPROXIMA TEL Y CORRECT. SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL PR/OR TD CONSTRUCTION, THE CONTRACTOR SHALL NOT/FY THE UNDERGROUND ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. PROTECTION CENTER ('VISS UTILITY AT 1-800-552-7001 AND, AT HIS OWN COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES J. ALL MATERIALS AND CONSTRUCT/ON SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION WITHIN THE LIMITS OF CONSTRUCT/ON HE SHALL NOTIFY THE ENGINEER SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHOR/TY ON JANUARY 15, 1998. IMMEDIATELY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. THE CONTRACTOR SHALL 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE STAKES, HUBS, ETC. DESTROYED 5. THE CONTRACTOR SHALL BE RESPONSINBLE FOR NOT/FY/NG W/SS UTILITY" (1-800-552-7001). WILL BE REPLACED AT THE CONTRACTORS EXPENSE L NOTIFY THE APPLICABLE GOVERNMENTAL PUBLIC 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF THE CONTRACTOR SHALL WORKS AND PUBLIC UTILITYAL DEPARTMENT AT LEAST 24 HOURS PRIOR TO START PIPE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS OF WORK ON THE PROJECT AND WATERLINES, ETC. 2. MATERIALS AND WORKMANSHIP 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE LATEST EDITIONS OF EXTENSION OF THE LINE. (A) VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD DESIGN STANDARDS" AND ROAD BRIDGE SPECIFICATIONS" (B) APPLICABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS. ALBEMARLE COUNTY ENGINEERING (C) THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION DEMOLITION AND EXCAVATION AS ADOPTED BY THE SAFETY CODES COMMISSION OF THE GENERAL CONSTRUCTION NOTES FOR SITE PLANS COMMONWEALTH OF VIRGINIA AND OOSHA. 3. DEVIATION FROM PLANS i. PR/OR TO ANY CONSTRUCTON WITHIN ANY EX/STING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIST/NG ROAD, A PERMIT SHALL BE OBTANED FROM THE VIRGINIA DEPARTMENT OF NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PRIOR WRITTEN TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS APPROVAL OF THE OWNER, ENGINEER AND AFFECTED GOVERNMENTAL AGENCIES. OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN 4. CLEAR/NG AND GRUBS/NG 2. ALL PAVING, DR41NAGE RELATED MATER/ALS AND CONSTRUCT/ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D. O. T. UNLESS OTHERWISE NOTED. A. ALL GROWTH OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBRIS 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED /N ACCORDANCE WITH THE APPROVAL SHALL BE CLEARED AND GRUBBED FROM THE PROPOSED PAVED AND BUILD/NG EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER AREAS AS WELL AS AREAS INDICATED TO BE GRADED ON THE PLANS CONSTRUCTION. B. ALL CLEARING AND GRUBBING WITHIN THE UTILITY EASEMENTS AND SPECIAL 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM FILL AREAS SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT THE ALLOWABLE SLOPE /S- 2:1 (HORIZONAL: VERT/CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF IMPROVEMENTS SHOWN ON THE PLANS 4:1 OR BETTER ARE TO BE ACHIEVED. C. ALL TREES, BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER AND ENGINEER. BURNING PERMITS ALSERMARLE COUNTY DIRECTOR OF ENG/NEER/NG, OR THE DIRECTOR'S DESIGNEE, IT /S DEEMED WILL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE. NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THEVIROVIAMANUAL FORUNIFDRMTRAFFIC/VIA MANUAL FOR UN/FORM TRAFFIC D. ALL TREES AND VEGETATION WH/CH OBSTRUCT SIGHT DISTANCES AT ROAD CONTROL DEVICES. INTERSECTIONS SHALL BE REMOVED SO AS TO OBTAIN THE MAX/MUM SIGHT 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS DISTANCE AT EACH INTERSECTION. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 5. TOPSOIL STRIPPING THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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 TD THE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE Top View PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE a' 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- 6" MINIMUM 4' MINIMUM DESIGNED TO MEET WITH THE ACTUAL SOIL CONDITIONS ENCOUNTERED B. IF UNSUITABLE MATERIAL /S ENCOUNTERED WITHIN THE ROADWAY, PARKING e a: AREA OR ANY SPECIAL FILL AREA, IT SHALL BE REMOVED FROM THE ENTIRE PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL WHICH /S SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTION AS PER 'VDOT' REOUIREMENTS AND ANY SPEC/AL REOUIREMENTS OF THE COUNTY a I 4" MINIMUM OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES. a C. FILL AND BACKFILL MATER/AL SHALL BE COMPACTED TO 95Z STD. PROCTOR d a DENS/7Y AT OPTIMUM MOISTURE t-2% UNLESS SPECIFIED OTHERWISE ON THE PLAN. a D. ALL GRADING OPERATIONS SHALL BE DONE IN SUCH A MANNER SO AS TO PROVIDE POSITIVE DRAINAGE AT ALL TIMES E. AT ALL ROAD INTERSECTIONS IN A CUT SECTION, THE BACK SLOPES AND a VEGETATION SHALL BE CUT BACK WITH AT LEAST 3.• 1 BACK SLOPES SO AS TO PROVIDE THE BEST POSSIBLE SIGHT DISTANCE F. STANDARD SPRING BOXES (SB -1) AND UNDERDRAIN SYSTEM (UD -1 UD -2) MLL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD CONDITIONS WARRANT.'- -- - - - Side View 7. DRAINAGE STRUCTURES AND MINOR EXCAVATION _- - - - - A. ALL PIPE CULVERTS AND S70RU SEWER SYSTEMS SHALL HAVE A MIN/MUM COVER - - - -- 3° Minimum d OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS. /F -' - - jI THIS PROJECT IS LOCATED IN HENRICO COUNTY, ALL STORM SEWER SHALL r. - HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL. - - I e d B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS AND THE FOLLOWING CRITERIA: - Certificotion of 457- 1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR compoction required �° a OR OWNER OR HIS AUTHORIZED REPRESL-NTA7VE. MATERIALS USED FOR d I l la BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE 4 SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES, Galvonized Steel Beam, I ( a AND DEBRIS. IT SHALL BE THOROUGHLY AND CAREFULLY COMPACTED TO W12 x 14 (min. size) INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE. a 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT 3' min, penetration into undisturbed 45 THE DEPTH OF THE TRENCH TO OBTAIN 95X DENSITY AT OPTIMUM MOISTURE+ -29 THIS /S TO INSURE A SUITABLE SUBBASE soil or approved b y the Q ACCEPTABLE FOR PROPOSED STREETS AND PARK/NG AREAS. Service Authority, 3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED GOVERNMENTAL AGENCY THF. UAIERIAL TAKEN FROM THE DITCH IS NOT - SU/TABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE MATERIAL USED FOR BACKFILLING SHALL BE OBTAINED. I 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 PROv/DEO TYPIC A L THRUST BLOCK I N FILL ARE A AND INSTALLED OF SELECT MATER/AL SUITABLE TO MEET VDOT P6-7 PIPE INSTALLATION REDUIREMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE NTS FOUNDATION MATERIAL IS ENCOUNTERED FIG. w3 -B 8. BASE AND PAVEMENT ITEMS A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED. NOUI D WITH C MUST 3E `( B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS KENNEDY GUARDIAN (K -81A) EOUIPP J WITH CHARLOTS- AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPECI- MUELLER CENTURION (A-423) VIE' E THREADS WHICH IS x FICATIONS. ALL MATER/ALS MUST BE TESTED AND APPROVED BY 'VDOT' /,� OR APPROVED EDU AL THE LOCAL STANDARD. OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT. \ LENGTH OF BRANCH VARIES C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 75 AND MIN APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY I (270-1 OFFICIALS AND THE OWNER. 'TD. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH /S TESTED BY UDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS 7 CU. FT. 118` ; AL'-_ BOX I - ONLY. ADDITIONAL %N PLACE" TEST SHALL BE MADE AFTER 90 DAYS. E. WHEN LOCAL BASE MATERIAL (TYPE /I) /S PROPOSED FOR ROAD BASE, IT PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY 6" 1 2' - 0" 5' AND EXPANSION JOINTS AT NO MORE THAN -►1 20' INTERVALS. I 4 " 1112 " FM 12.5A ASPHAL T JOINT SEALING 4t�7C'V " RAD/US 2 3000ps1 AIR JOINT SEALINGENTRAINED 31/2" BM 25.0 ASPHALT MATER/AL VAR/ES MATER/AL 2" RADIUS CONCRETE CURB/NG BUILDING FACE OF CONC. TO BE CLASS A-3 Q16" #21-B STONE 5" CONCRETE BROOM FINISHED IF CAST IN PLACE,%0.25"' 1' MIN. CLASS A4 IF PRECASTRFACE 4 D COMPACTED SUBGRADE • 1:, 1 BASE PA VEMENT DETAIL A ' NEW ISOLATION ✓°'"T W' 0•5" THICK PREFORMED JOINT F/LEER SUBBASE PAVEMENT _ D" 4" Z57 STONE NO SCALE (HEAVY DUTY) COMPACTED SUBGRADE - �� t'�="i BEDDING . 4" GRANULAR FILL V D. O. T STDV• 3" BITUMINOUS CONCRETE PAVEMENT • 0.5" THICK PREFORMED D. O. / • sip, C_ V. JOINT FILLER NO SCALE NO SCALE 3" FM 12.5A ASPHALT SIDEWALK DETA/L 10' PER 10' 8" 21-8 STONE No SCALE RAMP DOWN PLAN ROMP DOWN PRECAST CONC. NEW BITUM. CONC. CURB STOP - CRUSHED AGGREGATED BASE COURSE PAVEMENT TYPE / SIZE 21 B 75" /F 7 COMPACTED SUBGRADE-­1 CROSS SECTION PA VfMENT DETAIL 'B' 777 77718'; 8 NO SCALE (ACCESS DR/VE) ANCHOR BARS CG -2/6 (TYP.) OR MONOLITHIC � 0 2" BITUMINOUS CONCRETE PAVEMENT I' 25' 25' POUR SIDEWALK 1 ' / CURB HANDICAPPED HP CUR CUT 2" FM 12.5A ASPHALT CONCRETE CURB STOP DETA/L 6" 21-3 STONE NO SCALE PARKING � .CQNCRETE SIDEWALK_ Q. CURB & GUTTER , - CRUSHED AGGREGATED BASE COURSE HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE S/GNS AS TYPE / SIZE 218 �- RESERVED FOR PHYSICALLY HANDICAPPED PERSONS THE LOWER EDGE OF 10 PER.. �0 , COMPACTED SUBGRADE PA VEMENT DETAIL 'C' NO SCALE (PARKING AREAS) 6" A/R ENTRAINED 3000 PSI CONCRETE WITH W4.0xW4.0, 6'�r6" WELDED WIRE FABRIC a. •a <.. 2„ CRUSHED AGGREGATED BASE COURSE TYPE / SIZE 21A OR 22. COMPACTED SUBGRADE CONCRETE PA I/EMENT DETAIL NO SCALE 70R ALL BENDS SHALL BE TESTED AND APPROVED BY VDOT OFFICIALS PRIOR TO BE/NG i ` USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO { - f 1' 5' GA" CHECK AND APPROVED LOCAL BASE MATERIALS FOR DEPTH, COMPACTION, <I AND CONSISTENCY ONCE IT HAS BEEN PLACED IN ROADWAYS. IVA�VE r 9. SEEDING AND MULCHING. ETC. A. ALL FERTILIZING, SEEDING, LIMING, AND MULCHING WILL B 2500 P.S.I. QN�._ E DONE AT - II li �---r- r _,--�- � THE FOLLOWING RATES UNLESS SPECIFIED OTHERWISE /N PLANS.' BASE AND -Rus" # I,, -, SIN 1) LIMESTONE -2000 LBS. PER ACRE BLOCK AGAINST 2) FERTILIZER -1000 LBS. PER ACRE (10-10-10) OR EQUIVALENT UNDISTURBED STABLE ' 3) KENTUCKY 31 FESCUE -150 LBS. PER ACRE SOIL S EEL of 4) ANNUAL RYEGRASS-100 LBS. PER ACRE LE 3/4' THREADED RODS TO 45' max 2 - max PLUG i I ; FOR 7------ OR WYt r: i T T I N GS WIDEN TRENCH TO ACCOMMODATE �l ANCHOR IF REQUIRED. 1 BEDDING AS M �='r'TICN 7-2 5) MULCH (STRAW OR APPROVED EQUIVALENT) -4000 LBS. PER ACRE WHEN THE SDIL IS DISTURBED OR WHEN MAIN IN ALL INSTALS c PIPE :FREE BE TON- -- -ND DIMENSIONS VOL =E AND PLUGS VOL .n - 10. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE A HYDRANT .S �C A„ IN A . I, ANCHOR ROCS SHALL BE GALVANIZED Sit= - 3END �rEET) CIL.YD. ; (FEET) CU. YD. CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS THE VALVE 70 THE HYDRANT w H 2-3/4' OR ASPHALT CoA�D THREADED RODS IN ADGT^N O POURING L i H T NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE CONTRACTOR CONCRETE. IF NECESSARY, A STEEL PILE PRIOR TO CONSTRUCTION (AT THE CONTRACTORS EXPENSE). SHALL BE USED AS ADDMONAL SUPPOR7 11. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF THE N. O.A.A. 12. A LONG/TUDINAL DROP INLET (ON GRADE) SHALL BE POURED WITH THE THROAT ON THE SAME GRADE AS THE ADJOINING CURB AND GUTTER UNLESS N OTE SPECIFICALLY NOTED OTHERWISE ON THE PLANS. I. SURROUND WEEo HOES WITH GRAVEL AND KEEP FREE OF CONCREic, 13. ALL CONSTRUCTION STAKING WILL BE AT THE CONTRACTORS EXPENSE 2. MAINTAIN A 3' MIN- COVER FROM THE MAIN TO THE FIRE HYDRANT UNLESS AGREED UPON BY THE OWNER IN WRITING. ( INCLUDING 017 --ES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GAT- VALVE !S ALLOWED IN SHOULDER OR BEHIND THE D170H ` 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION C IT IS NOT ALLOwEDvIN THE DITCri. E TYol PICAL FI: HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 S12_, DEAD ENDS AND AT VALVES- RANGES 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 PAVEMENT MARKINGDETAIL NO SCALE - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10` THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS, -FOR 18" SENO USE 3 STRAPS AS SHOWN. BAR SIGNS SHALL SEAT LEAST FOUR (4) FEET ABOVE -GRADE, BUT NO HIGHER PLAN. THAN SEVEN (7) FEET ABOVE -GRADE. Q` AN �D��EED PSK/NG SIG /LL (USE IVAN" ACCESSIBLE SIGN WHERE HAND/CAPPED ACCESS,,, CURB CUT,) DESIGNATED ON PLANS) NO SCALE FIRE LANE LOCATIONS SHALL SE CLEARLY INDICATED ON THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND USE BRACIING STRAPS ON ALL PIKE SIZES r IIT _ v T EI - 7CN PAINT ALL EXPOSED S'cEL WI'H 2 COATS OF BITUMINOUS PAINT. l o PIPe i a a N � s•z� I A D L H T 90 2.50 2-50 3.01 0.24 1 , 8 , .•-6, 5•_ ., i - ��,,• 4` & 5' 145 2.00 2-25 2.60 0.15 22 1 /2 :. 1.50 200 2.52 0.10 2.DD 2.50 0.15 M.J. 2.00 2.50 1225 0. 110 1 90 3.66 I 3.16 1 3.21 0.48 g- 2.66 2.55 12.77 0.26 22 1/2 1.66 2.16 2.59 0.13 3.16 291 2.66 0.32 ! 1 4 2.57 0.13 j �'1 .G 90 4.83 3.63 3.42 0.83 10' & 1Y1 45 3.33 3.58 0.43 I 22 1 /2 2 13 2.58 .95 2.86 0.24 3.83 1 2.83 0.52 11 1/4 1.83 2.33 2-84 14.OG 0.18 2500 P.S.I. ` 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION C IT IS NOT ALLOwEDvIN THE DITCri. E TYol PICAL FI: HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 S12_, DEAD ENDS AND AT VALVES- RANGES 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 PAVEMENT MARKINGDETAIL NO SCALE - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10` THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS, -FOR 18" SENO USE 3 STRAPS AS SHOWN. BAR SIGNS SHALL SEAT LEAST FOUR (4) FEET ABOVE -GRADE, BUT NO HIGHER PLAN. THAN SEVEN (7) FEET ABOVE -GRADE. Q` AN �D��EED PSK/NG SIG /LL (USE IVAN" ACCESSIBLE SIGN WHERE HAND/CAPPED ACCESS,,, CURB CUT,) DESIGNATED ON PLANS) NO SCALE FIRE LANE LOCATIONS SHALL SE CLEARLY INDICATED ON THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND USE BRACIING STRAPS ON ALL PIKE SIZES r IIT _ v T EI - 7CN PAINT ALL EXPOSED S'cEL WI'H 2 COATS OF BITUMINOUS PAINT. l o PIPe i a a N � s•z� I A D 3'-01 2'-6' 1'-6. !12 3'-01, c'-3' Z---' -v" 2'-Z-; 3'-6"1 2- ! I 1 , 8 , .•-6, 5•_ ., i - ��,,• 2'-5-- t' 01 2'-6'1 c' 18' s -o' 7'-6 s -r < _0 5,_g-,2 1 /< M.J. 5'-01 5'-9'12 -,/2- /2'6' 6'-g' 11'- n -6'11' -DT 3'-S"16'-0'7'-3".2 t/Y CHART POR UPPER V`�TICALBLOCKING dR WIDTH = DIM. - THICKNESS OF F LLET WELD STRAP 11, I STAN AR �X NUT /4 r.,„K I IAT- WASHER 3" THREAD , I a NOMINAL INSIDE ju 3/4" ANCHOR DIAMETER EXTRA STr�CNG SiLE'e PIPET BOLTS i BARS � 12'I PIP` BELT ON^EtdTER FOR 12" =_NDS & CONCREIL CLASS "B` LARGER I, _ IE �SECT10, NN t!T STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. , CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N. T. S. _,,C. W -3A HII�Irc�vtu /v/v�, Imus/tU Al /,�) IU 7UU INII-HVALS ARE THE STANDARD MEANS BY WHICH TO DFLINEATF FIRE LANES. 12 NO PARKING FIRE LANE N REFER TO THE VIRGINIA MANUAL TOWING OF UNIFORM TRAFFIC CONTROL ENFORCE DEVICES FOR STREETS AND HIGHWA YS SIGN COL ORS: RED LETTERS & BORDER ON A WHITE REFLECTORIZED BACKGROUND LETTERS: TWO (2) INCH "C" SERIES YELLOW CURB MARK/NG FIRE LANE DESIGNATION DETAILS NO SCALE PLACE 5' GALV, " WITNESS - POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIREC cD. MARKER LOCATION MAY BE SUBJECT i TO HIG;WAY DEPARTMENT APPROVAL. +) FINISHED GRADE --\ 0i -i ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 L ; (SCREW TYPE) OR APPROVED EQUAL NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (5) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. w-5 M.J. GA i z. VALVE 1 - - WATER I r� j �'1 .G LINE L / / 2500 P.S.I. CONCRETE THRUST BLCCK ! fl / \ 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (5) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. w-5 t NF WORRELL LAND AND CATTLE COMPANY, L.C. l/ r TMP• 78-20C j ZONED: PD -MC USE- UNDEVEL OPED . v, 4W .y N/F WO�RRELL LAND AND CATTLE COMPANY, L.C. TMP: 78-20M ZONED: CO USE- UNDEVELOPED /t 0 N/F WORRELL LAND AND CATTLE COMPANY, L.C. TMP: 78-3I ZONED: PD -MC USE .• UNDEVEL OPED r -�-r 51 9g. 9 6 i \. N/F .\ �\ HARLEY C. & NANNIE R. `.\ \ TMP: 78-8- 7A ZONED: R- 7 USE- VACANT / \ �''o ^'•sir �� '\. ,.rte'' �. 7 r� • APPROX. 1GI/TS OF WET NDS tyRP4 L/U/T9 NN/F ` { WORRELL LAND AND CATTLE COMPANY, L.C. l l,` TMP: 78-37 I ZONED: PD -MC USE- UNDEVEL OPED \, %�� N/F ♦\ HARLEY C. & NANNIE R. EASTER GLENORACHY--SEC. 7, BLK. A, LOT I �\ ZONED: R- I \ �`\ USE- VACANT \ %% co '\N 0� .� tri ♦ tS , N `%��. N/F WORRELL LAND AND CATTLE COMPANY, L.C. TMP: 78-32 ZONE -D.- PD -MC USE: UNDEVEL OPED 906 ^J l OF zpipi 1.OZ - '000" J. 4000, 410 .14000, I i6-1001, 100, i 356.30'- - I I 346.69' _—_---------------- - 58718J61W �- %_r `T �. 75 0.36 n GRAPHIC SCALE D "� _ - r r►-- 100 p 50 100 200 ' r p- - N/F A ¢ R TE TAr r, -' THOMAS JEFFERSON . �' IN FEET � r MEMORIAL FOUNDAT/ON, INC. ( IN TMP. 78-3I -A 1 inch = 100 ft. -r r r ' USE: UNDEVELOPED 64 0 a U uCY)00 � Q) n aN 00 q � q w O u w O q V 64 0 a U uCY)00 � aN 00 N u ti W � N 0 C) Z W x Cd a � o zC) LIJ i O N Z `� o �j U w 0 o a� r� N -ttl 400 GENERAL EROS/ON AND SEDIMENT CONTROL NOTES ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULA TIONS. 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. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS) THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6. THE CONTRACTOR /S RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PER/OD✓CALL 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. SL 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. Steel 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 filter 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. SEED/NG NOTES All stabilization/seeding will be accomplished in accordance with the Vrginia Erosion and Sedimentation Control Handbook. Any disturbed area not paved, sodded, or built upon, will have a minimum of 807 vegetat/ve 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 wetland areas be reseeded with any species of fescue. Winterization - any disturbed area not paved, sodded or built upon by October 15 is to be seeded and mulched on that date unless waived by the Environmental Engineer. Temporary seeding will be applied within 7 days to denuded areas which may not be at final grade but will remain dormant (undisturbed) for longer than 30 days. For temporary seeding use 507 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 same applies to all stockpiles, on site as well as soil (intentionally) transported from the project site. FENCE A TRENCH NOTE. Temporary silt fence is to TOE OF FILL be constructed in accordance with the Road and Bndge Specifications. I FLOW TRE H TRENCH FENCE A FENCE EMBED POST 2' M//V. fi EXTRA STRENGTH FILTFR CLOTH FABRIC (WITHOUT W/RE) SECT/ON A A STANDARD STRENGTH FILTER CLOTH FABRIC 10' Mq PROVIDE / " TUCK OR SUITABLY REINFORCED TOP END SECTION. EROS/ON CONTROL NARRA T/I/E PROJECT DESCRIPTION. PETER JEFFERSON PLACE V LAND DISTURBANCE SHALL BE LIMITED TO APPROX. 5 AC TO COMPLETE THE FILL AND CONSTRUCTION OF PJP V. THE EXISTING PAVED - - CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO SERVE THIS AREA. ` THIS SITE IS NEAR STATE ROUTE 250 WEST OF INTERSTATE 64, AND EAST OF STATE FARM BOULEVARD. A WASH DOWN AREA SHALL BE PROVIDED TO MINIMIZE ANY DIRT/MUD ool- ao 00 FROM BEING CARRIED ONTO THE PUBLIC RIGHT OF WAY. ow N rn 1a� J C!� N SOILS. W WD THE SITE PREPARATION AREA IS PREDOMINANTL Y A RABUIV (71 C&D) CLAY L OAA z W Z I Z 0� 1 SOIL. ALONG THE RIDGE TOPS THE SOIL IS DAVIDSON (23B) CLAY LOAM WITH O U C O U 0 Cd rO U Z o UDORTHENTS (88) /N THE LOWEST DRAINAGE SWALE AREAS RABON SOIL ISA W O MODERATE TO SEVERELY TROD/BLE SOIL WITH MODERATE PERMEABILITY. -- M'S'S N SOIL /S A MODERATELY ERODIBLE SOIL WITH MODERATE PERMEABIL/TY DAVIDSONo CRITICAL AREAS. '. - 36ry mat THE EXCAVATION/FILL OPERATIONS AND POINT OF DISCHARGE OF THE 7W0 S0, l SEDIMENT BASINS/TRAP WILL BE DONE AT THE LOWER REACHES NEAR /TCH AT H/CKMAN'C' BRANCH THE S/DE SLOPES OF TH/S DEEB' THE OUT FALL D DITCH ARE HIGHLY EROSIVE. SPECIAL CARE MUST BE TAKEN WHEN WORK/NG l'N THIS AREA. SIDE SLOPE STABILIZATION AND PIPE DISCHARGE ENERGY DISS/PAT/ONAND DITCH BOTTOM ZATION WILL AREA SOI EROS/ON. ALSOSTABTHELCONSTRUCT/O BENTRANCE THEOE TICAL AND ST I VEHICLE W SHO DOWNEW/LIALBE IMPORTANT TO MAINTAIN A DIRT/MUD FREE ASPHALT SURFACE ON THE PARA -WAY THE CONTRACTOR SHALL PROVIDE APPROPRIATE MAINTENANCE OF ENTRANCE TO KEEP ROADWAY CLEAN. DUST CONTROL: TILLAGE - TH/S PRACTICE /S DESIGNED TO ROUGHEN AND BR/NG CLODS TO HE SURFACE. IT IS AN EMERGENCY MEASURE WHICH SHOULD SE USED BEFORE WIND EROSION STARTS. \ ` l ! 1 I I e `C3 BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL - TYPE PL DWS SPACED ASOUT 12 INCHES APART SPRINGTOOTHED HARROWS, AND SIM/LAR PLOWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT \ y l I I r 4` IRRIGATION - THIS IS THE MOST COMMONLY USED DUST CONTROL PRACTICE. SITE IS SPRINKLED WITH WATER UNTIL THE SURFACE IS WET. REPEAT AS NEEDED. IT OFFERS FAST PROTECTION FOR HAUL ROADS AND OTHER HEAVY TRAFFIC ROUTES. MANAGEMENT STRATEGIES 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 GRAD/NG AND WILL BE SEEDED AND MULTCHED IMMEDIATELY FOLLOWING INSTALLATION., , \\1 \\" �\ / J. TEMPORARY SEEDING OR OTHER STAHIL IZAT/ON W/LL FOLLOW /MMEDIATEL Y AFTER GRADING. p� 4. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNSB.,T�lp�ap,ef'� & ETC.\ \ \ \ \ \ 9 \ 5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND �. 50 MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. \ \ 6. AFTER ACHIEVING ADQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE \ \ ` \ \ �' `i, \' \\ o'er So CLEANED UP AND REMOVED, AND THE SEDIMENT BASINS WILL BE CLEANED OUT AND \ \ \ \ h h 503 \ 51 CONVERTED TO PERMANENT STORMWATER MANAGEMENT BASINS. MAINTENANCE05 /N GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECAED D,4/L Y AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR. 1. THE EXIST. SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT BUILDUP REACHES THE CLEANOUT POINT INDICATED ON THE RISER PIPE. ; \ \ \' \ \ \ _ ` ` 2. THE SEDIMENT TRAP/BASINS WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. 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. 4. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETER/OR � '/ON\ OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 5. THE SEEDED AREAS WILL BE CHECKED REGULARL Y TO ENSURE THAT A GOOD STAND /S�;, MAINTAINED. AREAS SHOULD BE FERTILIZEED AND RESEEDED AS NEEDED. 1-1 IWA 13c e r1, SITE - Acus \ V 12 NOTE 452, f5 \ \ \ \ \ ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN ✓ � � � � / 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO %i � r 34"Sy�emar�s 4'Aila- LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION �i -'" bows \ OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER/ / J % 475 EROSION AND SEDIMENTATION 01#12" ' - 8" CeCor i , LT White Pine NOTE.• / l �° 10' Mite Pines ..11D" iYnite Pine NO OFF-SITE AREAS WILL BE DISTURBED AS PART OF THIS PROJECT. EMBED APPROX. 8" OF FL TER CLOTH IN TRENCH 4PPROX. 4" DEEP X 6" WIDE,' FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY n TEMPORARY SILT fDVCE STD. &SPEC. 3.05-2 0 FRAME WIRE FABRIC, 14..5 GAUGE CATHER EXCESS MIN 6" MAX. MESH SPACING AT CORNERS 01 DROP /NATE WITH GRATE ELEVATION OF STAKE AND - FABRIC ORIENTATION STAKES FILTERED WATER BURLAP FABRIC RUNOFF WATER. ---' " WITH SED/MENT BURIED / ,. BURLAP FABRIC INSTALL WIRE FEN✓CE SpeciRc Application FLUSH WITH THE GROUND This method of inlet protection is applicable where the in/et drains a relative/y flat area (slopes no greater than 5%) where sheet or overland flows (not exceeding 0.5 cls) are typical. The method shall not appy to inlets receiving concentrated flows, such as in street or highway medians. /P -1 SILT FENCE DROP INLET PROTLrC170N STD. & SPEC. J07-1 10" Kfiite Pines �• UN CONT OL PLAN SCALE: 1 '=60 70' MIN. VDOT /I 2' SM -2C COARSE AGGREC4IE DROP INLET PROT£CTJON y ` i 6" _ --RVrR CLOTH M/N. CURB INLET SIDE £LEV.4TJ'ON IX/5T. GROUND iii iii / ,.. IX/ST. 1 PF BERM 0 CONSTRUCTION SEDUENCE 1. ONCE RELEASED BY ALBEMARLE COUNTY INSPECTOR, THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 2. CONTRACTOR SHALL INSPECT AND CORRECT / REPLACE EXIST/NG EROSION �y CONTROL MEASURES PER ESC 111802 PETER JEFFERSON PLACE, PHASE /l, STAGE MAJOR AMENDMENT ROUGH GRADING PLAN (APPROVED 1/8/01). �J �y 3. CONTRACTOR SHALL PROVIDE APPROPRIATE CLEAN-OUT MAINTENANCE OF EXISTING SEDIMENT TRAPS AND PERIMETER SILT FENCE PER EXIST/NG PLAN. 4. CONTRACTOR SHALL BEGIN INSTALLATION OF STORM PIPE SYSTEM EXCEPT PIPES 21A, 7A, 6A WITH INSTALLATION OF APPROPRIATE INLET PROTECTION. STRUCTURE 21 SHALL DRAIN INTO EXIST. b SIL T TRAP P,, STRUCTURES 7- 6 SHAL L DRAIN IN TO EX/ST. SIL T TRAP if 1. 5. CURB AND GUTTER WITH SANITARY SEWER AND WATER SYSTEM SHALL BE F� INSTALLED AND THE BUILDING FOUNDATION AND STRUCTURE BEGUN. SILT TRAP #1 SHALL REMAIN IN PLACE UNTIL UPSTREAM GRADE IS STABILIZED WITH CONTRACT STONE. 6. FINISHED GRADING SHALL BE COMPLETED AND STONE AND ASPHALT COMPLETED H AND ALL SITE STABILIZATION AND LANDSCAPING COMPLETED. ONCE RELEASED BY ALBEMARLE CO. INSPECTORR, STORM SYSTEM SHALL BE COMPLETED AND SILT TRAP If ELIMINATED. 7. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED PER U ool- ao 00 00 ow N rn 1a� J C!� N W WD ' N � z W Z I Z 0� 1 - Acus \ V 12 NOTE 452, f5 \ \ \ \ \ ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN ✓ � � � � / 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO %i � r 34"Sy�emar�s 4'Aila- LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION �i -'" bows \ OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER/ / J % 475 EROSION AND SEDIMENTATION 01#12" ' - 8" CeCor i , LT White Pine NOTE.• / l �° 10' Mite Pines ..11D" iYnite Pine NO OFF-SITE AREAS WILL BE DISTURBED AS PART OF THIS PROJECT. EMBED APPROX. 8" OF FL TER CLOTH IN TRENCH 4PPROX. 4" DEEP X 6" WIDE,' FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY n TEMPORARY SILT fDVCE STD. &SPEC. 3.05-2 0 FRAME WIRE FABRIC, 14..5 GAUGE CATHER EXCESS MIN 6" MAX. MESH SPACING AT CORNERS 01 DROP /NATE WITH GRATE ELEVATION OF STAKE AND - FABRIC ORIENTATION STAKES FILTERED WATER BURLAP FABRIC RUNOFF WATER. ---' " WITH SED/MENT BURIED / ,. BURLAP FABRIC INSTALL WIRE FEN✓CE SpeciRc Application FLUSH WITH THE GROUND This method of inlet protection is applicable where the in/et drains a relative/y flat area (slopes no greater than 5%) where sheet or overland flows (not exceeding 0.5 cls) are typical. The method shall not appy to inlets receiving concentrated flows, such as in street or highway medians. /P -1 SILT FENCE DROP INLET PROTLrC170N STD. & SPEC. J07-1 10" Kfiite Pines �• UN CONT OL PLAN SCALE: 1 '=60 70' MIN. VDOT /I 2' SM -2C COARSE AGGREC4IE DROP INLET PROT£CTJON y ` i 6" _ --RVrR CLOTH M/N. CURB INLET SIDE £LEV.4TJ'ON IX/5T. GROUND iii iii / ,.. IX/ST. 1 PF BERM 0 CONSTRUCTION SEDUENCE 1. ONCE RELEASED BY ALBEMARLE COUNTY INSPECTOR, THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 2. CONTRACTOR SHALL INSPECT AND CORRECT / REPLACE EXIST/NG EROSION �y CONTROL MEASURES PER ESC 111802 PETER JEFFERSON PLACE, PHASE /l, STAGE MAJOR AMENDMENT ROUGH GRADING PLAN (APPROVED 1/8/01). �J �y 3. CONTRACTOR SHALL PROVIDE APPROPRIATE CLEAN-OUT MAINTENANCE OF EXISTING SEDIMENT TRAPS AND PERIMETER SILT FENCE PER EXIST/NG PLAN. 4. CONTRACTOR SHALL BEGIN INSTALLATION OF STORM PIPE SYSTEM EXCEPT PIPES 21A, 7A, 6A WITH INSTALLATION OF APPROPRIATE INLET PROTECTION. STRUCTURE 21 SHALL DRAIN INTO EXIST. b SIL T TRAP P,, STRUCTURES 7- 6 SHAL L DRAIN IN TO EX/ST. SIL T TRAP if 1. 5. CURB AND GUTTER WITH SANITARY SEWER AND WATER SYSTEM SHALL BE F� INSTALLED AND THE BUILDING FOUNDATION AND STRUCTURE BEGUN. SILT TRAP #1 SHALL REMAIN IN PLACE UNTIL UPSTREAM GRADE IS STABILIZED WITH CONTRACT STONE. 6. FINISHED GRADING SHALL BE COMPLETED AND STONE AND ASPHALT COMPLETED H AND ALL SITE STABILIZATION AND LANDSCAPING COMPLETED. ONCE RELEASED BY ALBEMARLE CO. INSPECTORR, STORM SYSTEM SHALL BE COMPLETED AND SILT TRAP If ELIMINATED. 7. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED PER U CY) N ao 00 C!� N W cd � ' N z W Z I Z y E U CO o ti a O U C O U 0 Cd rO U Z o 0 W O U M'S'S N THE LATEST EDITION OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. � j=1 1 11 • GRAPHIC SCALE so 0 30 ( IN FEET ) 1 inch = SO fL 240 ti 48" Tulip Popicr _�5_ \ XO 0 \ N, , C Xoo � i 36" 6Y ite 36" W>iife Pine i PETER JEFFERSON PARKWAY S1 TE STAT/,ST/CS IA FUTURE EXTENSION (NOT 8X /\ OWNER / DEVELOPER.- ���� REVIEWED OR APPROVED \ \ WORRELL LAND & CATTLE COMPANY, L.C. 02 P.00 O. BOX 5386 ROUTE 250 0 V) 0) ti CHARLOTTESVILLE, VA. 22905 o ATTIC: MR. ANDREW J. DRACOPOLI, V.P. a `� o 0 / \ \ PROJECT DIRECTOR d PHONE: 804) 977-6803 �� • a, o FAX (804) 977-6578 �O 'Xfto � TAX MAP • P/0jf78-31, VM DEED BOOK 1256, PG. 87 `\ ,� �oX0 ZONING: PD -MC PER ZMA 96-03/ZA64 92-12 (PROFERRED) 40 MAGISTERIAL DISTRICT RIVANNA LAND AREA: 7.45 AC. 50 EMOVE AA / \ S/TE C0VER4GE BLDG/PARK/NG = 4.46 AC. (59.x) s' �i CURB' GU TO OF OPEN SPACE: 2.99 AC. (41%) 60, FTc oo ' 9pp NSIDE , \ 0 `� CONC. PA RO PROPOSED USE: '" / BUILD/NG V, OFFICE (3 STORY), (FEBRUARY 2002 OCCUPANCY y \�� +► �O0 C-\-,. / �I `,� �0 UT �� l r � �l o, ) 0' ST CK RIGH\ �U'4iv \ G\ 12 6' ASPHALT GROSS SQUARE FOOTAGE. 75,000 SO. FT. 30 x 12 LOAD/PAGES 4 _ \ ST P PEDESTR/AN NET SQUARE FOOTAGE 75,000(80A,)= 60,000 SQ. F>: - PATH TYP I BU/LD/NG HEIGHT- 50 fT. �..� Fi () ' ' SlGV ( )/ 36" S/L-C )ores DUMPSTE os , l c� � SEWER & WATER.• ALBEMARLE SERVICE AUTHORITY \� • �� � '�� ROAD ACCESS: PETER JEFFERSON PARKWAY (VDOT R/W) RETA/ CG -12 � . , WALL (rYP) PARK/NG REQUIREMENTS•• h- 15'x24' 60,0001200= 300 SPACES REQUIRED �� 9� G� 7��T%N 300 SPACES PROVIDED W 8 HP /NCL. TOR PA POWER 2s / l `\\\ \•',\ ��' �'FlV ,`" ., TRANS. �� i �/ (/ ) ? �, ; MAX. PROJECTED EMPLOYEES 250 ' • '' STORMWATER MANAGEMENT NOT REQUIRED. GRAPHIC SURVEY AND BOUNDARY INFORMATION J ' NO \ FOR• TE WAS FIELD SURVEYED OR CALCULATED 0 •,� • • - • 8 ��, o �h\ ` . J' DAN CONSULTING ENGINEERS. BENCHMARKS ELEVATION 6 ASPHALT / ° Y\\� - - �` I PEDESTRIAN , '� '� " o_ '�' ''' •-• �� l '� - ~- / i �D \ VDOT DATUM CONTROL ON NORTHSIDE OF ROUTE 250 �_'� TE FARM BL VD ESTABL/SHED FOR VDOT PATH (TYP) c� - ti \ r' / i 1 G 0250-002-105. PET R JEFF PLACE ° " -'� J 1I LIGHTING S 75, 000 SL1. fT. t. _ 1. THE P/L ER OF LIGHT/NG FROM PARKING AREA 3 STORY _ ( / 1/ _ i \ \ _ ` �`\ \� / / /\ L UM/ R/E ONTO PUBLIC ROADS OR PROPERTY +; (25 S.F. EA.) ^�� • • • V ~� j IN RES L OR RURAL AREA ZONING DISTRICTS r o // l - SHALL A' ED ONE-HALF (1/2) FOOT CANDLE. .:, ' ? cV CH 0 TDO LUMINAIRE EQUIPPED WITH A LAMP / /'F_ WHICH S 000 OR MORE /N/T/AL LUMENS SHALL BE PATlO IS ,� _ FULL LUMINAIRE OR A DECORATIVE LUMINAIRE /TH FULL OFF OPTICS. R4-7 C APPROVED THE ELIMINATION OF j SIGNAGE ( \ \ `\ / l S/X (6� LO SPACES AT THE/R MEEfJNG ° 4 7CS 001 L Cb co 5 CONC. ca i SIDEWALK UN (N/'•) Y J l l T l l v, TURN AROUND 2�. l l \ / / /�` ~\\ �` O (} ` moo_ PROPOSED DUMPSTER ANO GENERA TOR PAD PF AN �y �i r ` - ` - / J U PA ITH CON&VUED PA!/ • w l i' r a / \ \� TO BE ENCLOSED WITH 9' 4 HIGH 8:, Heol o ( ) E�F/VT a p • • • - \\ �' ! \ \ /'� \ W MASONRY SCREENING TO MATCH BUILD/NG. (SEE SHEET 10 OF 11 B R . • ; p �' / - _ _ Z ACCESS G4TES TO BE PROVIDED. FOfR DETAILS �� Rik \ ` - A \ V i v _ °� v o INSTALL '1 BOLLARDS • _ - A �� l i/� A o BETWEEN DUMPSTER AND 0' GENERATOR. t3„ Hic ry' \ / ��� / / /`�� '�� ' i �V �/ �� W N N O The 100' X 100' left turn lane in Peter Jefferson Parkway R ` \\� o 0 a oo O will be extended (length based on queue analysis, toper to o o .. meet VDOT standards) by the developer if any of thep U) 'T �` \moi = \ Z N fo//b wing occurs: " /ocust� visual observation shows that left turn queues are MIN. PARKING SPACE r`e eated/y extending beyond the existing left turn pocket SIZE. 9' WIDE x 18' DEEP y p a into the through travel Ione during the peak hour, or Locust MAINT MIN 9' WIDTH 4" ~� - the calculated (HCS) LOS for the left turn movement into /N CURVILINEAR PARK/NG `12 ;t 30' (� ocusz` � the site (Peter Jefferson //, l//, V) falls below LOS C, based LAYOUT. on actual or estimated traffic volumes, or - a traffic signal is installed at this intersection. 12" Cherry A traffic will be installed by the developer upon request by ` \ / _I/ C\ - ✓ =I I I_I (I— VDOT based on signal warrants being met, if signal will 24" 5ycamores�24" Ai/an thus' correct existing inadequate unsignalized intersection operation or occident/ safety problem. 24 Locust- -I GRAPHIC SCALE I=I \ LAND USE AND TRAFF/C PROJECT/ONS y 0 20 eo iso PETER JEFFERSON PLACE DEVELOPMENT UPDATE — DES/GN YEAR 2005y _ i 8" 8 �%Tt`E Pl�e � - � - TOTAL AM PEAK PM PEAK PAR7� EL MEASURE UN/TS ITE CODE 24 HR. TR/PS ENTER TR/PS EXIT TR/PS ENTER TRI/PS EX/T TRIPS 12" hila Pine 12" Twin Poplar .,,+,> ( IN FEET) ,—IIIi I OFF/CE 200,000 SQUARED FEET 710 2,.655 324 40 59 290 10 " N/hife F>nes \, ir?' NYhite Pi•7e 1 inch = 40 ft. _I- � 10" P1106f�ineS I I I I— PETER JEFFERSON PARKWAY FUTURE EXTENSION (NOT — �';`� REVIEWED OR APPROVED) kz 0 100' STACK RIGHT TURN �-(2) 12'x 12'- 9'-4 " HIGH �` DUMPSTER PADS MASONRY SCREENING WALL TO MATCH f o 00 N x -a H ,a z° hoo BLDG. (2) JO x 12 LOADING SPACES CG -12 14' A . C RETAINING ANCHOR , 15'x24' �. a < . WALL (TYP.) GENERATOR PAD° SEE DET A/L SHEET 10 ,OF 11 a 0 o d .. a -^""- _• 15 #o S�� •�. -C Q o h� INSTALLI S R 1-1 SIGN A1/D 24 WHITE �'TdiP BAR W v /VV / L. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON PLAN. NOTE - ALL HVAC/MECHANICAL UNITS SHALL BE BUILDING ROOFTOP MOUNTED TO SCREEN FROM PUBLIC VIEW. MSI , ° YELLOW PAINTED S W DOUBLE LINE W 'N W N� W F�1 O �. o 1 1/2'" LUSION W/ 1 1 ATTS .909. 3" DOM. SERV. �' CONNECTION —� 8 FIRE J •. h ........ 2 ... OM. ,METER NOTE. c� /-� . 8 Qj.;5, 8„ .G e . W MINIMUM 5 SPACING BETWEEN J VALVE,— r' TEE INSTALL STD. THE WATER METER, F/RE CONN LINE :.. .. EM V AND THE F/RE HYDRANT. �lp v .. W VAL VE 8 PLUG... R 1-1 STOP R �.... W FN d�G�`�i4i.y. ST LL..B"'.22 .1/2' .BEND. SYGA/ A/V/7 �4" PETER JEFFERSON PLACE V 75, 000 SO. FT. 3 STORY (25,000 S.F. EA.) Irl >>OS0, HP SIGNAGE W/ CONC. BUMPER BLOCKS (TYP.) W/ CURBCUT RAMPS rr O h H C. O. ` S MATCH LINE SHEET 6 OF 11- _III\II-III h—_ G C� S C E �l MATCH LINE SHEET 7 OF 11 / SITIOIV W,L t =III=III- • O!/ER sAnl L,r 1.5' CLEAR �— 0 20 / ao . ao I- � STA 1 h 09. o 20 ft. -1I\II- 21 Maximum Demand Meter Size GROUND FLOOR AREA =25,000 # of Stories 3 Total Floor Area = Ai (effective area): FlRE AREA CONSIDERED Construction Factor Ci = 18(F)(Ai)0.5 Ci 4 DD (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: CL 2 (,OFFICE 'Cv (Worst Case) Occupancy Fac�gr ia,, EXPOSURE (X) AND COMMUNICATION (P): X1 + P1 = 0 X4 + P4 X2 + P2 = 0 X5 + P5 = X3 + P3 = 0 X6 + Pg = n 24" Locust` (X+P)i=1.0+E (X+P)i= 1.00 (i-1) [MAX. (X=P)i = 1.75] (n = NUMBER OF SIDES OF SUBJECT BUILDING) NFF = (Ci)(Oi)(X=P)i NFF = 3400 Automatic Sprinklers (Yes X No—) Reduction Factor 50 % x NFF = — 1700 TOTAL: 1700 Required Fire Flow (Rounded) 1750 9Pm * Fire Hydrants Required: 2 X,AF — 36 " loiam. SUP Risor TA r�C3MIN. PARKING SPACE SIZE.- 9' WIDE x 18' DEEP r MAINT. MIN 9' WIDTH 459. IN CURVILINEAR PARKING � LAYOUT. N 10,E O W 456.12 8"` Locust Al � a Inv Out 36 "CMP.- 45715 ~ O c 12 Ch erry 24 "' .Sycamores „ �� E \ r �z L4 J 4 �� 24 Aron<nus 24 Looelst GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 1 2 a w Z z 1Na o o���y Z��N5.� rT1 c� tom- i� Q W N N Q 0 2 ti°oNW Z } Q E- 0- 00000 O 0 .. O [ X UlLO,� QZC\,� V W Q Fixture Drinking Fountain — Cooler — Public Kitchen Sink — 1//42" Connection — 3/4" Connection Lavatory — 3/8" Connection —1/2" Connection Shower Head (Shower Only) Service Sink — 1/2" Connection — 3/4' connection Urinal — Pedestal Flush Valve Water Closet — Flush Valve — Tank Type Maximum Demand Meter Size GROUND FLOOR AREA =25,000 # of Stories 3 Total Floor Area = Ai (effective area): FlRE AREA CONSIDERED Construction Factor Ci = 18(F)(Ai)0.5 Ci 4 DD (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: CL 2 (,OFFICE 'Cv (Worst Case) Occupancy Fac�gr ia,, EXPOSURE (X) AND COMMUNICATION (P): X1 + P1 = 0 X4 + P4 X2 + P2 = 0 X5 + P5 = X3 + P3 = 0 X6 + Pg = n 24" Locust` (X+P)i=1.0+E (X+P)i= 1.00 (i-1) [MAX. (X=P)i = 1.75] (n = NUMBER OF SIDES OF SUBJECT BUILDING) NFF = (Ci)(Oi)(X=P)i NFF = 3400 Automatic Sprinklers (Yes X No—) Reduction Factor 50 % x NFF = — 1700 TOTAL: 1700 Required Fire Flow (Rounded) 1750 9Pm * Fire Hydrants Required: 2 X,AF — 36 " loiam. SUP Risor TA r�C3MIN. PARKING SPACE SIZE.- 9' WIDE x 18' DEEP r MAINT. MIN 9' WIDTH 459. IN CURVILINEAR PARKING � LAYOUT. N 10,E O W 456.12 8"` Locust Al � a Inv Out 36 "CMP.- 45715 ~ O c 12 Ch erry 24 "' .Sycamores „ �� E \ r �z L4 J 4 �� 24 Aron<nus 24 Looelst GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 1 2 a w Z z 1Na o o���y Z��N5.� rT1 c� tom- i� Q W N N Q 0 2 ti°oNW Z } Q E- 0- 00000 O 0 .. O [ X UlLO,� QZC\,� V W Q M 535,cci ,j 0 II J�n 507 140 6M XCC-1-36.• Set on top left front corner of existing drop inlet on north side Peter \ �\ Jefferson Parkway (opposite P✓ -4 entrance). Elevation: 519.68 SM XGC-1–,38.• Cbise%d Square set in top of concrete - curb on nose of exl:51h7g median in P. ✓efferson ✓efferson Parkway (opposite P✓ -4 entrance) Elevation: 517.34 _ x n \ _Ile- _ ¢W� -{- 12— ,-51 5!53,,a 51 2115 0 OO ` l 1. I o ' O , 1' X 5111.7 3 f �( I� , \\ 505.50 s 505. 5 512, \ A03 ! �\ � , 1 1 t 1 t �\ 1 i �N l 1 1j M4TCH LINE SHEET 8 q�7_4-1_ e r i X 5230 r o -4. hey rJ `? -III-E I 1 M4TCH L/NE SHEEZ 9? OF 11 � = _ / - i 508 — i h I—III— -i 1 510 1 500 1 490 I =� 1 470 1 460 450 0+00 CLASS A/ 0+50 0.249 490.00 470.00 Pit 520 510 iM 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 Station (ft) 990.00 980.00 0 070.00 1+00 1+50 Station (ft) W 490.00 480.00 �- 1 +50 2+00 Station (ft) c .o 490.00 480.00 2+50 W W06 c 490 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 810-610 CL 52 DUCTILE IRON WAIVER LINE PROFILE 510 490 530 520 X 510 500 490 0+00 510 470 460 450 • Ox, Oi-A 470.00 450.00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 8 "r0 PWC SAN. SEWER AND 610 SAN. LAT. PROFILE 0+50 1+00 Station (ft) 500.00 490.00 12" ROOF DRAIN (486.96) 480.00 0 a W !fI�LT Mi ii 450.00 OESGM PARAt#EIEM wt*eeaegy - r�tA sRw o..iyn w�►« Geotyetntttrc fttinfartwrani - cros • 670 tat/ft (rs4n) Fatter of Sohty for iWarfa uncwtwAty - 1.5 M&M Protessloo t wWp*wM+y mutt be Ca 4WW*d fir Mehr d ift: WW- to nforews"t /fmmop i 530 06O h O 520 N 5'TYP� � 6'x6" SALT TREATED \�\ 510 LANDSCAPE TIML6ERS �-- 6'x6" SALT TREATED 1 LANDSCAPE TIMBERS ASPHALT PA VEMENT PATH 500 rn 490 PEDESTRIAN PA TH DETAIL TYPICAL CROSS SECTION (ALONG SOUTH SIDE ONLY) (NO SCALE) �0 O� V) ,J r J t+01,11volma (if D,4.= 0.29 AC C= 0.54 Tc= 5 min ® D.A. = 0.45 AC C= 0.67 Tc= 8 min Q D.A. = 0.11 AC C= 0.90 Tc= 5 min Q D.A. = 0.37 AC C= 0.88 Tc= 6.5 min ED D.A. = 0.33 AC C= 0.77 Tc= 6 min O D.A. = 0.36 AC C= 0.75 Tc= 10 min © D.A. = 0.34 AC C= 0.80 Tc= 5 min OH D.A. = 0.42 AC C= 0.81 Tc= 6.5 min 0 D.A. = 0.50 AC C= 0.73 Tc= 7 min UJ D.A. = 0.57 AC C= 0.90 Tc= 5 min D.A. = 0.28 AC C= 0.72 Tc= 10 min SG/aL�: 7 =bU JCE DRANAGE ANALYSIS (0=101 Label Inlet Area (acres) Inlet C Inlet C (acres) Pipe Flow Time (min) Tc (min) I (in/hr) Addi- tional Flow (cfs) Total Syst. Flow (cfs) Section Qd (cfs) Size Avg VelLength (ft/s) (ft) Slope o (/o} Slot (ft) Gutter L Depth {ft) Gutter Cross Slope (t) Capture Eff. (/oo) Gutter Spread (ft) Bend Angle (degrees) Hydraulic Grade In (ft) Invert In Invert Ou (ft) (ft) Excd Cap Inlet 1 0.29 z o ti N o 5.00 7.20 0.00 1.14 W ,Q o a� a� 6.00 0.16 0.02 100.00 7.93 504.52 504.05 504.05 Curb DI -3C: TYPE B 1A 0.54 0.16 0.62 7.20 1.14 5.98 15 inch 2.36 87.50 0.86 26.75 504.47 504.05 503.30 FALSE 2 0.45 8.00 6.47 0.00 2.99 6.00 0.23 0.02 100.00 11.42 504.01 503.20 503.20 Curb DI -3C TYPE B 2A 0.67 0.30 0.25 1 6.47 2.99 6.16 15 inch 3.70 55.00 0.91 28.74 503.89 503.20 502.70 FALSE 3 0.11 5.00 6.41 0.00 3.60 6.00 0.12 0.02 100.00 5.84 503.61 502.60 502.60 1 Curb DI -3C: TYPE B 3A 0.90 0.10 0.78 6.41 3.60 8.67 15 inch 3.78 177.50 1.80 75.70 503.37 502.60 499.40 FALSE 7 0.42 6.50 6.83 0.00 2.34 8.00 0.21 0.02 100.00 10.59 495.29 494.60 494.60 Curb DI -3C TYPE B 7A 0.81 0.34 0.48 6.83 2.34 6.53 15 inch 3.07 88.00 1.02 62.27 495.21 494.60 493.70 FALSE 5 0.34 5.00 7.20 0.00 1.97 6.00 0.23 0.02 100.00 11.46 497.67 497.11 1 497.11 Curb DI -3C: TYPE B 5A 0.80 0.27 0.48 7.20 1.97 12.53 15 inch 2.76 80.00 3.76 87.08 497.67 497.11 494.10 FALSE 4 0.37 6.50 6.23 0.00 5.54 8.00 0.21 0.02 100.00 10.29 500.58 499.30 499.30 Curb DI -3C TYPE B 4A 0.88 0.33 0.54 6.23 5.54 11.22 15 inch 5.29 172.50 3.01 13.46 500.25 499.30 494.10 FALSE 8 0.50 _ 7.00 6.70 0.00 4.76 8.00 0.22 0.02 100.00 10.97 494.71 493.60 493.60 Curb DI -3C TYPE B 8A 0.73 0.37 0.04 6.70 4.76 17.83 15 inch 7.82 21.00 7.62 78.70 494.48 493.60 492.00 FALSE 6 0.33 6.00 6.10 0.00 8.66 6.00 1 0.21 0.02 100.00 10.69 495.14 494.00 494.00 Curb DI -3C TYPE B 6A 0.77 0.25 0.13 6.10 8.66 11.24 15 inch 8.64 66.00 3.03 1 3.11 495.14 494.00 492.00 FALSE 9 0.36 10.00 6.00 0.00 14.42 6.00 0.20 0.02 100.00 10.09 475.88 473.95 473.95 Curb DI -3C: TYPE B 9A 0.75 0.27 0.08 6.00 14.42 23.45 15 inch 15.67 78.50 13.18 4.13 475.18 473.95 463.60 1 FALSE 10 5.99 14.39 1 458.50 457.08 457.08 10A N/A N/A 0.11 5.99 14.39 1 32.59 36 inch 5.06 33.50 _ 0.24 1 1 0.00 458.42 457.08 457.00 FALSE 0-1 5.97 14.34 458.21 457.00 457.00 20 0.28 10.00 6.00 0.00 4.30 6.00 0.17 0.02 100.00 8.31 483.46 482.50 482.50 Curb DI -3C: TYPE B .20A 0.72 0.20 0.17 6.00 4.30 24.80 15 inch 10.03 104.50 14.74 61.56 483.34 482.50 467.10 FALSE 21 1 5.97 4.28 1 461.00 460.12 460.12 21A N/A N/A 0.21 5.97 4.28 11.25 24 inch 3.79 48.50 0.25 0.00 460.96 460.12 460.00 FALSE 0-2 5.94 1 4.26 1 460.73 460.00 460.00 JCE DRANAGE ANALYSIS (Q=50) Label Inlet Area (acres) Inlet C Inlet C (acres) Pipe Flow Time (min) Tc (min) I (in/hr) Addi- tional Flow (cfs) Total Syst. Flow (cfs) Section Qd {cfs} Size Avg VelLength {ft/s) (ft) Slope o ( /o) Slot (ft) Gutter L Depth (ft) Gutter Cross Slope (ft/ft) Capture o Eff. (/o) Gutter Spread {ft) Bend Angle (degrees) Hydraulic Grade In (ft) Invert In Invert Ou (ft) (ft) Excd Cap Inlet 1 0.29 z o ti N o 5.00 10.45 0.00 1.65 W ,Q o a� a� 6.00 0.20 0.02 100.00 10.16 504.62 504.05 504.05 Curb DI -3C: TYPE B 1A 0.54 0.16 0.56 10.45 1.65 5.98 15 inch 2.63 87.50 0.86 26.75 504.56 504.05 503.30 FALSE 2 0.45 8.00 9.41 0.00 4.34 6.00 0.29 0.02 100.00 14.66 504.20 503.20 503.20 Curb DI -3C: TYPE B 2A 0.67 0.30 0.21 9.41 4.34 6.16 15 inch 4.30 55.00 0.91 28.74 504.04 503.20 502.70 FALSE 3 0.11 5.00 9.30 0.00 5.22 6.00 0.15 0.02 100.00 1 7.49 503.85 502.60 502.60 Curb DI -3C: TYPE B 3A 0.90 0.10 0.62 9.30 5.22 8.67 15 inch 4.80 1 177.50 1.80 75.70 503.53 502.60 499.40 FALSE 7 0.42 6.50 10.04 0.00 3.44 8.00 0.27 0.02 100.00 13.70 495.45 494.60 494.60 Curb DI -3C: TYPE B 7A 0.81 0.34 0.40 10.04 3.44 6.53 15 inch 3.65 88.00 1.02 62.27 495.35 494.60 493.70 FALSE 5 0.34 5.00 10.45 0.00 2.87 6.00 0.29 0.02 100.00 14.69 497.79 497.11 497.11 Curb DI -3C TYPE B 5A 0.80 0.27 0.41 10.45 2.87 12.53 15 inch 3.27 80.00 3.76 87.08 497.79 497.11 494.10 FALSE 4 0.37 6.50 9.00 0.00 8.01 8.00 0.27 0.02 100.00 13.30 501.00 499.30 499.30 Curb DI -3C TYPE B 4A 0.88 0.33 0.43 9.00 8.01 11.22 15 inch 6.73 172.50 3.01 13.46 500.42 499.30 494.10 FALSE 8 0.50 _ 7.00 9.90 0.00 7.04 8.00 0.28 0.02 100.00 14.23 495.01 493.60 493.60 Curb DI -3C: TYPE B 8A 0.73 0.37 0.04 9.90 7.04 17.83 15 inch 8.83 21.00 7.62 78.70 494.66 493.60 492.00 FALSE 6 0.33 6.00 8.79 0.00 12.48 6.00 0.28 0.02 100.00 13.79 495.70 494.00 494.00 Curb DI -3C: TYPE B 6A 0.77 0.25 0.11 8.79 12.48 11.24 15 inch 10.20 66.00 3.03 1 3.11 495.70 494.00 492.00 TRUE 9 0.36 10.00 1 8.42 0.00 20.23 6.00 0.25 0.02 100.00 12.65 476.57 473.95 473.95 Curb DI -3C TYPE B 9A 0.75 0.27 0.07 8.42 20.23 23.45 15 inch 18.62 78.50 13.18 4.13 475.20 473.95 463.60 FALSE 10 8.40 20.18 458.79 457.08 457.08 10A FIA, NIA 0.10 8.40 20.18 32.59 36 inch 5.63 33.50 0.24 0.00 458.68 457.08 457.00 FALSE 0-1 8.37 20.11 458.44 457.00 457.00 20 0.28 10.00 8.42 0.00 6.04 6.00 0.21 0.02 100.00 1 10.41 483.66 482.50 482.50 Curb DI -3C TYPE B 20A 0.20 0.16 8.42 6.04 24.80 15 inch 11.22 104.50 14.74 61.56 483.49 482.50 467.10 FALSE 21 1 8.37 6.01 1 461.18 460.12 460.12 21A N/A N/A 0.19 8.37 6.01 11.25 124 inch 4.20 1 48.50 0.250.00 461.13 460.12 460.00 FALSE 0-2 8.31 5.96 460.87 460.00 460.00 GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 U O � 00 Q) �. o 0 0 I. W Z � N o W V E U c W W A" m 00 cN o N I. W Z � N o O Z WW z E U c 00 (,0 MU o O v z o ti N o 0 Cz a� U W ,Q o a� a� N LUMINAIRE SCHEDULE Exarmple: KAD400M R2120 SPD04 Choose the boldface catalog nomenclature that best suits your needs and cm) write it on the appropriate line. Order accessories as separate catalog number. 5' Dia. pen. Symbol Label City Catalog Number Description Lamp File Lumens LLF SIT 16965.9 14483.3 30.0 DIE-CAST CUTOFF 400 WATT METAL 0.0 2 SIT 169212 S1 8 KAD 400M R3 LUMINAIRE HALIDE 92040902.IES 32000 0.72 14117.6 30.0 30.0 '111.6 DIE-CAST CUTOFF 400 WATT METAL S1 16835.3 14296.7 30.0 SIT 7 KAD 400M R3 LUMINAIRE HALIDE 92040902.IES 32000 0.72 30.0 '1022 0.0 6 SIT 16.949.7 14414.0 30.0 30.0 '101.4 0.0 7 ANTIQUE NAVAL ACADEMY CAST 70 WAIT CLEAR MED. 30.0 30.0 -72.6 OEI B 4 BOLLARD IRON BOLLARD BASE METAL HALIDE 94033104.IES 5000 0.65 9 S1 17037.6 BOLINA39113 30.0 30.0-78.1 1 1 T25-190 T25-280 T25-29017 T25-320 T25-3907 T25-4907 0.0 10 51 17016.0 14207.6 M70 30.0 -74A 0.0 11 SIT 16990.3 14076.1 30.0 30.0 AREA LIGHT WITH ONE 400 -WATT CLEAR 12 SIT 16888.9 14221 A S1HS 1 KAD 400M R3 HS TYPE 3, SHORT, ED28 METAL HALIDE, 94101403.les 32000 0.72 o 30A 218A 0.0 CUTOFF REFL, HORIZONTAL POS. 16884.3 14483A 30.0 30.0 '100.7 0.0 15 HOUSESIDE SHIELD, 16870.0 14559.5 30.0 30.0 181.5 0.0 16 B CLEAR FLAT LENS. 14384.0 4.0 4.0 '110.9 TYPE "S"-LITNONIA - KAD 400M III / MINS MOUNTED ON 30' SQUARE STRAIGHT STEEL POLES LUMINAIRE LOCATIONS Exarmple: KAD400M R2120 SPD04 Choose the boldface catalog nomenclature that best suits your needs and cm) write it on the appropriate line. Order accessories as separate catalog number. 5' Dia. pen. No. Label 7( Location Y Z MH Orientation Tilt 1 SIT 16965.9 14483.3 30.0 30.0 -77.5 0.0 2 SIT 169212 14319.8 30.0 30.0-71.6 only (no photocontrol) DWH White 0.0 3 SIT 16898.7 14117.6 30.0 30.0 '111.6 0.0 4 S1 16835.3 14296.7 30.0 30.0 114.0 0.0 5 S1 17065.4 14547A 30.0 30.0 '1022 0.0 6 SIT 16.949.7 14414.0 30.0 30.0 '101.4 0.0 7 S1 17082.8 14446.3 30.0 30.0 -72.6 0.0 8 S7 170592 14369-6 30.0 30.0 -73.3 0.0 9 S1 17037.6 14288.6 30.0 30.0-78.1 1 1 T25-190 T25-280 T25-29017 T25-320 T25-3907 T25-4907 0.0 10 51 17016.0 14207.6 30.0 30.0 -74A 0.0 11 SIT 16990.3 14076.1 30.0 30.0 -70.2 D.0 12 SIT 16888.9 14221 A 30.0 30.0 -60.0 0.0 13 S1 16810.8 141512 30.0 30A 218A 0.0 14 Si 16884.3 14483A 30.0 30.0 '100.7 0.0 15 S1HS 16870.0 14559.5 30.0 30.0 181.5 0.0 16 B 16850.8 14384.0 4.0 4.0 '110.9 0.0 17 B 16855A 14401A 4.0 4.0 114.1 0.0 18 B 16868.7 14425.0 4.0 4.0 0.0 0.0 19 B 168502 14356.6 4.0 4.0 90.0 0.0 20 SIT 16748.8 14229.4 30.0 30.0 231.9 0.0 STATISTICS Description Avg Max Min MaslMin Avg/Min pip 2.1fc 82 I D.Ofc N/A N/A FEATURES HOUSING - Rugged, die-cast, soft corner aluminum housing with 0.12" nominal wall thickness. Ex- truded 4" soft corner arm for pale or wall mounting is standard. DOOR FRAME - Die-cast door frame has impact - resistant, tempered, glass lens that is fully gasketed with one-piece tubular silicone. OPTICS - Anodized, aluminum hydroformed/seg- mented reflector. Four IES cutoff distributions available: Type II (asymmetric); Type III (asymmet- ric); Type IV (forward throw); Type V (square). ELECTRICAL SYSTEM - High reactance, high power factor ballast for 100W. Constant -wattage au- totransformer for 175-400W. Ballast is copper wound and 100% factory tested. FINISH - Standard finish is dark bronze 1DDB) poly- ester powder finish, with other architectural col- ors available. SOCKET - Porcelain, horizontal, position -oriented, socket with copper alloy, nickel -plated screw shell and center contact. Medium base socket used with 100W & 150W, mogul -base socket used with 175-400W. UL listed 1500W-60OV. LISTING - UL 1572 listed for wet locations. Listed and labeled to comply with Canadian Standards (see Options). Catalog Number Type KAD 400M R3 Si - Soft 1 Soft Square Cutoff Lighting KAD Standard dimensions EPA: 1.2 ftI Weight 41 lbs (18.6 kg) Length: 17-1/2'(44.5 cm) Width: 17-1/2"(44.5 cm) Depth: 7-1/8" (18.1 cm) METAL HALIDE 100W, ZJW, 175W, 20OW, 250W, 320W, 350W, 40OW 20' to 35' Mounting El(18.1 Exarmple: KAD400M R2120 SPD04 Choose the boldface catalog nomenclature that best suits your needs and cm) write it on the appropriate line. Order accessories as separate catalog number. 5' Dia. pen. 4„ I 17-1/2"-� (10.2 cm) (44.5 cm) B0L/H46/10/L-CA/BK-M100/120 ORDERING INFORMATION Exarmple: KAD400M R2120 SPD04 Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. 5' Dia. pen. R3 SPD04 B0L/H46/10/L-CA/BK-M100/120 Q/120 _ Series Voltage Mounting Options KAD 100M 120 SPDO4 Square pole (4" 7ml Shipped InstalArchitectural Colorsa KAD 150Ma 2p811 (standard) SF Single fuse (120, 277, 347V, 'n/a TBI Standard Colors KAD 175M 24011 SPD09 Square pole 19"arm - OF Double fuse (208, 240, 480V„ n/a TBI DOB Dark bronze KAD 200MI 277 RP004 Round pole (4' arm) PER NEMA twist -lock receptacle (standard) KAD 250MI 347 RPDO9 Round pole (9" armi"A only (no photocontrol) DWH White KAD 320MI 48011 WWD04 Wood pole or wall (4- arm) QRS Quartz restrike system 1250VW maximum, DBL Black KAn s TBI WWD09 Wood pole or wall (9" arm) , lamp not included)11 Classic Colors KAD 400Mr WBD04 Wall bracket (4" arm) CSA Listed and labeled to complly with DMB Medium bronze / UArm (When ordering KMA, Canadian Standards DNA Naturals aluminum RJ Socket position for high performance DA012) Distribution optics(R2,R3,R5S)s DSS Sandstone Shipped separately SCWA Super CWA Pulse Start Balliast (TB only) DOG Charcoal gray KMA Mast arm adapter LLRPSL Low Loss Reactor Pulse Stasrt (277V DTG Tennis green R3 IES type III asymmetric' KTMB Twin mounting bar only) DBR Bright red DAD12P Degree Arm (Pole) DSB Steel blue throw' DADI2WB Degree Arm (Wall) Shipped separately" R5S IES type V square :1-CA/PP cost Alum. / Prime Panted Q-DBB PEI NEMA twist -lock PE (120„ 208, 240V) PE3 NEMA twist -lock PE (34TV) custom Cl-CA/CC Cast Alum. / Custom Color PE4 NEMA twist -lock PE (480)V) without concrete footing PE7 NEMA twist -lock PE (27TV) NOTES: I House side shield available. HS House side shield (R2,R3„ R4) 2 Optional multi -tap ballast 1 f20,208,240,271V1. KADVG Vandal guard 3 The SP009, RPD09 or WWO09 must be used when two or more luminaires KADWG Wire guard are oriented on a 90" drilling pattern. Custom Logos cast into access door 4 May be ordered as accessary. Accessories: Tenon Mownting Slipfit.6r 5 Reduced jacket ED28 lamp must be used. 6 Additional architectural colors available; please see paint brochure. Order as separate cattalog number. 7 Mustuse RPDO9. Number tof fixtures 8 May be ordered with SCWA or LLRPSL Tenon O.D. One Two®180° 7wo@90'° Three@120° Three@90° Four@90° 9 Must be ordered with SCWA or LLRPSL. 2-3/8" 720-190 720-280 720.29077 T20-320, 720-3901 T20490 10 Consut factory for availability in Canada. 2-7/8' 1 1 T25-190 T25-280 T25-29017 T25-320 T25-3907 T25-4907 11 ORSTD available in select wattages; consult factory. 4" T35-190 T30-280 T30-29017 T30-320 T30-390 730490 fA L/THON/A L/GHTIA G o.e KAD M1 GENERAL PURPOSE OUTDOOR LIGHTING Q -H75 75 watt Mercury Vapor HARTFl,._ AD Series Cast Aluminum Lighted Bollard BOL/H46/1 OIL-CAlfinish SPECIFICATIC DESCRIPTION The bollard shall be cast aluminum construction with a 12 -flute, classic design. The bollard shall the provided with an optical assembly consisting of a lens and reflector assembly providing a I, E.S. Type V distribution, and co dome top. MATERIALS The bollard and top shall be heavy wall, copper free, cast aluminum produced from certified ASTM 356,1 ingot per ASTM B 179-95a or ASTM 326-95. The castings shall be formed true to the pattern with complete detail. The lens shall be acrylic and the reflector shall be anodized alu- minum. All exposed hardware shall be tamper resistant stain- less steel. Anchor bolts to be completely hot dip galvanized.. CONSTRUCTION The bollard shop be made from a one-piece casting. The optical assembly shall be secured to the base with four tamper resistant set screws. All exposed welds shall be ground smooth. All welding shall be per ANSI/AWS D 1.2-910. All welders shall be certified per Section 5 of ANSI/AWS D1.2 -SAO. DIMENSIONS The bollard shall be 3'-10" in height with a 10" diameter base, a 7" diameter short, and an 8" diameter lens. INSTALLATION The bollard shall be provided with four 1/2 diameter by 18" long, hot dip galvanized L -type anchor bolts; to be installed on a 7" diameter bolt circle. A door shall be provided in the base for anchorage and wiring access. LIGHT SOURCE The lighted bollard shall be furnished with cn H.I.D. ballast and socket assembly. Sockets shall be glazed porcelain medium base, with a copper alloy nickel plated screw shell and center contact. The ballast shall be a core and coil, high power factor, regulating type. The bollard shall be UL listed and labeled as suitable for wet locations. For finish specifications and color options, see "Finish" section in catalog. PETER JEFFERSON PARKWAY FUTURE EXTENSION ORDERING GUIDE I ANTIQUE Street Lamps, Inc. SCACE I'= 12' P.O. Box 150279 • Austin, rx 78715-0279 • (512) 295-3585 Fax (512) 295-3330 4t W U Z �z Z > a Z o 0 �y 2 0U W LL U) W W o v~i LL I- Q W LL Q W Z W n- m Q W W 1111- 3: nW ii Designer JPM, LC Date Nov 7 2000 Scale 1 "=40' Drawing No. PJP5A.VSL 1 of 1 sample catalog number VOltaae 5' Dia. pen. B0L/H46/10/L-CA/BK-M100/120 Q/120 Q/208 Q/240 BOII (check appropriate boxes) Q/277 Q/480 Q/QV QB0L/H46/10/L clear lens QBOL/H46/10/LW White lens Optional Equipment Material / Finish Q -EB Eyebolt mounted on bollard _ Catalog Suffix Description for use with chain by others / ACA/BK CastNum. ; Black (aid) Q RB/GFI/WPC Duplex Receptacle )oor / Q-CA/DB Cast Alum./Dark Bronze mounted inside base nng Q-CA/DG Cast Aum. / Dark Green 7' :1-CA/PP cost Alum. / Prime Panted Q-DBB Direct eunal Base for mounting Bol Circle custom Cl-CA/CC Cast Alum. / Custom Color without concrete footing (for complete finish and color options, "Finish" Q -CLD 1 see section in catalog) Custom Logos cast into access door Liaht Source C2' H.LD. ballast &socket Q -V Borosilicate Glass Refractor with an LE.S. Type 5 Distribution r Q -D-1-150 50 watt Mercury Vapor o.e Q -H75 75 watt Mercury Vapor Q-111 Borosilicate Glass Refractor 9O Q-1-1100 100 watt Mercury Vapor with an LES. Type 3 Distribution �l Q -M50 50 watt Metal Halide Q -HSS House Side Shield 'I Q -M70 70 watt Metal Halide Q -M100 100 watt Metal Halide Q -PEC Photo Electric Control �IIIIJIIII Q -S35 35 watt High Pressure Sodium (120 volt) 1/2' 0 x 18'Hot Dipped Q -S60 50 watt High Pressure Sodium Q -S70 70 watt High Pressure Sodium Q-PEC2 Electric Control Galvanized L Type �S100 100 wart High Pressure Sodium (240 volt) (240 v Anchor Bolts (4 per Post) I ANTIQUE Street Lamps, Inc. SCACE I'= 12' P.O. Box 150279 • Austin, rx 78715-0279 • (512) 295-3585 Fax (512) 295-3330 4t W U Z �z Z > a Z o 0 �y 2 0U W LL U) W W o v~i LL I- Q W LL Q W Z W n- m Q W W 1111- 3: nW ii Designer JPM, LC Date Nov 7 2000 Scale 1 "=40' Drawing No. PJP5A.VSL 1 of 1 48 " Tu/i? Poplar 77m= NORTH Of 15, 50, 60, i w V w cn J Q F— z w Z 0 Z Lu 0 z C7 v� w Q z Q 0 (D Z z Z CLQ J 0 W U w E--1 U Q w U Ui Z PLANT U5T 11 EXECUTIVE PARK DR. o STE 100 ATLANTA o GEORGIA 30329 P 404 + 248 11960 F 404 1248 1092 Quantit Botanical Name Common Name Caliper fiei ht 5pread Root Comment 2 Acer rubrum 'Frank5red' Red Sunset Maple 3-3.5" 14-1 0 7-8'' 1345 5traicilht trunk; dense, uniform brarchin ; matched i I Acer rubrum 'Frank5red Red Sunset Maple 2.5-3" 12- 14' G -T 1348 5trai ht trunk; dense. uniform branching: matched 0 Acer saccharum 'Leoac Legacy 5ujar Maple 3-3.5" 14-1 G' 7-8' 54B 5traiclint trunk; dense, uniform branching; matched 2 Car irus betulU5 'Fasts lata' Upright European hombeam 3-3.5" 14- I G' G-7' B4B 5trai ht trunk; branch na be ire above 5' 0 Cornus kou a KouSa Do. 1wood 1.5-2" G -T 3-4' 548 5tardard;5tra aht trunk; 'vrar ino be ins at 2'; balanced head 2 Crypltonneria japonica'Yoshino' Yo5h1ro Cr ntomeria 8-9' 3-4' 1 13413 Ful to round; dense folia e; 5tra; ht, tiejhtlypruned Fjramidal form 6 Ilex o aca 'Greenleaf Greenleaf holt 7-8' 3-4 1348 Fuii to round; dense foliage; strai 'nt. tiginty pruned amidal form 110 La er5troemla x'Natchet Natchez Crape Myrtle 7-8' 5-G' 13413 Multi -trunk (3-5 trunks): well prured (no ztra ht-whi trunks 3 Lriodendror to ifera Tulip Tree 1.5-2" 9-10' 3-4' 1348 5trai ht trunk; dense, uniform branching; matched 9 Maonoha elrandiflora 'Lttle Gem' Little Gem Magnolia 1.5-2' 7-8' 3-4' M3 Full to 41rourd; dense foliage; 5traiclirt, tiqhtly pruriecipyramidal form 25 Pmu5 5trobu5 White Pine 4-5' 24-30 B4D Futl to c1round: dense folia e; stra ht, t; htl runedpyramidal form, 23 Pinus 5trobu5 White Pine. G -T 30-3G' 54B Full to e ji-ound: dense folia e; straight, tjhtl pruned m�dal ,aform 2 1`15tacla chini Chlrese P5tache 2-25" 9-10' 1 4-5' 1345 5tra; ht trunk; dense, uniform branchln ; matched 4 Platanus x acenfohabloodclood Blocidaloci London Plaretree 1 .5-2" 9-10' 3-4' B$B 5traitiht trunk; dense, uniform branchia ; matched 15 Prunus x'Okame' Okame Cher 1.5-2" 8-9' 5-G' D413 5tardard:5tra,4?ht trunk; pranchmq be r5 at 3': balanced head 14 Quercus yrata Overcu Oak 3-3.5" 14-1 G' 7-8' 1345 5traiclint trunk; dense, uniform branching; matched 8 Quercus pihelic,5 Willow Oa, 3-3.5' 141 G' 7-8' B48 5trai ht trunk; dense, uniform branch n ; matched 9 UImu5 i 'Enver II' Alice Elm 3-3.5" 1 2- 1 4' G -T 1340 5traicjht trunk; branchincl be ins above 4'; dense 4 Zelkova Serrata 'Green Vase' Green Vase Zelko✓a 3-3.5" 1 2-1 4' G -T B4B 5trai ht trunk; branchma be ins above 5' Irrigation: All areas within development area w111 be serviced by on underground 77m= NORTH Of 15, 50, 60, i w V w cn J Q F— z w Z 0 Z Lu 0 z C7 v� w Q z Q 0 (D Z z Z CLQ J 0 W U w E--1 U Q w U Ui Z 11 EXECUTIVE PARK DR. o STE 100 ATLANTA o GEORGIA 30329 P 404 + 248 11960 F 404 1248 1092 EMAIL hgor@ hgor.com www.hgor.com REVISIONS NO. DATE ISSUE VL t - tf W V t IILLIIAA ::5 — T O OCG }� / ZQ Z0 doAJP MAL' G g o V) Z aecW Lu um U. - W unj tie �% Qd o - t o w� O L H W -JQ7AR MAPLE,- TITLE LANDSCAPE PLAN DATE l/11/Ol JOB NO. 99338 DWG FILE 99338LW1 DRAWN BY IIA CHECKED JBS SCALE 1" = 301 r= _ LS -1 q , OF No-r�s 4_ G _ ` Croundcover: All areas within development area will be covered by either mulch, grass, - shrubs or groundcover. 'AL. Irrigation: All areas within development area w111 be serviced by on underground pressurized irrigation system. 77m= NORTH Of 15, 50, 60, i w V w cn J Q F— z w Z 0 Z Lu 0 z C7 v� w Q z Q 0 (D Z z Z CLQ J 0 W U w E--1 U Q w U Ui Z 11 EXECUTIVE PARK DR. o STE 100 ATLANTA o GEORGIA 30329 P 404 + 248 11960 F 404 1248 1092 EMAIL hgor@ hgor.com www.hgor.com REVISIONS NO. DATE ISSUE W V ::5 ZQ Z0 �c- G g o V) Z aecW Lu um U. - W unj tie �% Qd o w� O L H W CLM V � TITLE LANDSCAPE PLAN DATE l/11/Ol JOB NO. 99338 DWG FILE 99338LW1 DRAWN BY IIA CHECKED JBS SCALE 1" = 301 SHEET LS -1 OF